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10180814_1012 N. KING - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.App.Worksheet PROJECT ADDRESS:lo Il N . ki48 jt 1 5444 40, CA SUITE:SAPIN #101*38·14 USE OF BUILDING:RESIDENTL COMMERCIAL INDUSTRIAL OTHER . MASTERID# NATURE OF WORK: NEW AD ALTER/T.1.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: JOB DESCRIPTION (n I . 124} dolt. id C SF BASEMENT: YES/NO SF NO. OF STORIES: SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: SF RES. REMODEL: SF PROPOSED USE: SF ALTER/T.I.SF 3 reverse side of this application) :on-resiaeptial projects se, Pho-Itivottdic 595+601 BUILDING OWNER'S NAME Roga)40 * A(va¥62 ADDRESS' to \ 1 N . Icl st , Sail• A., CA CITY: W.k 01,7 4 PHONE NO: 1lct -S41- %16 STATE:ZIP: cA 923 TENANT'S NAME (Comm/Ind): . PHONE NO: CONTRACTOR'S NAME: i STATE CONTR. #:LICENSE CLASS:PHONE NO 10,1 Au r 10(cIr (3. C 46) 120111 (g. 6 46)1,»-67£ 2892 8 ADDRESS:CITY:STATE: 4,1 W La .'be, U Suite pl BWA el ziP) 4 >/ WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LIC. #: 3 4 Ilkl ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO ®,0 Autr 50 lap , CA c .93-019 1 34-69-4·4#2 9 ADDRESS:CITY STATE: 6 cal (U lawbeft /20( , fuite 1-1 1 8}24 04 CONTACT NAME:Jok l.i,PHONE NO:323-603-9396 E-MAIL ADDRESS:N.I U @ *MALPOWEFS 0(RE. COWL OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #· P/C FEE PD $ TYPE OF CONSTR:VALUATION: $024 f /L»SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: f / 7 101+ PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT J 0 JOB. DESCRIPTION CHECKLIST: El Additional square footage 0 Awnings El canopy U Card readers U Ceiling work C] Change of occupancy (use) U Disabled accessible (H/C) restrooms D Dust collector El Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo El Kitchen equipment U Partition walls El Rated corridors U Rated shafts EJ Roof mounted equipment U Security bars U Screening for equipment U Skylights U Stairs 01 Storefront/facade improvements U Storage racks or shelving over 5'-9" El Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection PooUSpa Signs Spray booth Temporary power pole Trash enclosure CITY OF SANTA ANA Planning and Building Agency Planning Division 20 Civic Center Plaza PLANNIN; P.O. Box 1988 (M-20) & BVILDIJG Santa Ana, CA 92702 16[4¥ (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet Master I.D.: 2014-113084 Application Number: RES-2014-499-ALT Project Address: 1012 N King St Application Date: 03/07/2014 Planner/Project Manager: Orozco, Ivan Determination:Approved Application Description:New solar panel system for SFR Dev Rev Project Conditions: replace any damage to roof caused by the installation ofthe panels, before the final is signed off. Page l of l I FEE CHECKLIST WORKSHEET . Received by:E#SAPIN #:lol FEE TYPE REQUIRED Yes Plan Check Fee Disability Fee SMIP Fee Res. Dev. Fee Fire Facility Fee School Distr. Fee Microfilm FCWP Surcharge CALCULATION AREA COST/SQ FT X TOTAL SQ FT =VALUATION p - 7-9 t' .4.- 11 V Counter computations/valuation $2 L, ODo Plan checker computation/final valuation$ F05 1-10-03 CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRPRR- | 0 10- /4 !<0 /3TRACKING #: bo l FEE/4/' 201 53491 DATE:3-9-/4 FOR PLANCHECK STATUS C.Al I (714) 647-5800 21 FASE INITIAL FACH ITEM RFI OW JL 2. JL I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. 3.I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. J-4.I understand that I shall submit separate plans, applications and plane.herk fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets J l- 5.I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. 1 understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFF,1 TO RY APPLICANT OR AGFNT Applicant's Signature fm.6 ti U Print Name 14 Lid Addresq 43-l 4/ lam heti, U , Suitot z , 64, 01 i Telephone Number 31-3 ---60 6/15 N Fax 914-691--St FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1. u.5ianning Department 2Public Works Agency 3.* Fire Departmemt 44- Police Department 5.1. School District 6._ Health Department 7/hitle 24 (Energy ) 8.0*Title 24 (Disabled Access) 9.25-Roof Mounted Equip. 10.-EList of Subcontr. 11 60'Bldg. Pmt. Info. 12._9Summary of Appr. Reg. 13._9*Y Information 14. t/Eonstr. Act. Reg. 15.Res. Dev. Fees 16.SMIP 171Microfilming 18.EConst. Debris Recyc. 19.AAFCWP Surcharge20.4#tOA/Owner-Builder Ver. PERMIT TECHNICIAN Kile¢* a VL06 1- Form 58: 3-26-04 Ilii Pool 1201 N. Tustin Avenue 44ltit engineering Anaheim, CA 92807 - incy/Fax: (714) 630-6114 - Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0361 FOR SOLAR PANEL ADDITION AT THE ALVAREZ RESIDENCE 1012 N King St Santa Ana, CA,92703-1941 FOR SUNBEES GROUPS DBA TRUE POWER SOLAR 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 gao s 2> 30 67 /30/2015 CIVIL Fiel DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx ©Pool Engineering, 11 \0 \%(3 dll - 3/3/2014 5:12 PM Page 2 of 13 \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lili pool dildl_·engineering - inc. POOL ENGINEERING INC.By: M.Thompson Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 Job# 14-0361 TABLE OF CONTENTS: General Notes , 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary - 13 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 3 of 13 ©Pool Engineering, Inc. 2014 al 3/3/2014 5:12 PM Page 4 of 13 \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx ' ©Pool Engineering, Inc. 2014 \111 PoolidiLL-_engineering POOL ENGINEERING INC.By: M.Thompson Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 Job# 14-0361 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECL OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 5 of 13 ©Pool Engineering, Inc. 2014 3/3/2014 5:12 PM Page 6 of 13 \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 111 Pool<diLL[.L_ engineering - inc. POOL ENGINEERING INC.By: M.Thompson Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 Job# 14-0361 PROJECT DATA: Proiect Location: 1012 N King St Santa Ana, CA,92703-1941 Existing Residence: Roof Area:1826 ft2 Upper Floor Area:855 W Lower Floor Area:N/A Number of Stories: 2 Site Properties: Latitude: 33.754 Longitude: -117.9 Ss = 1.4505 (g) 0.25 Spectral Response Acceleration Sl = 0.5324 (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 11.4-2) SDS = 0.9670 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) SDI = 0.5324 ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: Model: Weight: Installed Area: Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodology: PHONO SOLAR PSBOOP 2.92 p.s.f. (including mounting system) 250.89 W Per the exception in Section 3403.4 of the C.B.C. 2013: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand-capacity ratio, no retrofit shall be required. 3/3/20145:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 7 of 13 ©Pool Engineering, Inc. 2014 3/3/2014 5:12 PM Page 8 of 13 \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lili Pool ' d-iLLL engineering inc. POOL ENGINEERING INC.By: M.Thompson Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 Job# 14-0361 GRAVITY LOADS: Roof Dead Load (Existing): 14.0 p.s.f.Tile 1.5 p.s.f.1/2" Ply. Sheathing 1.5 p.s.f.2x6 Rafters @ 16"0.c 4.5 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f.Misc. 23 p.s.f.Existing Roof Dead Load TVpical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f.Max. Floor Finish Weight 3.3 p.s.f.1 1/8" Subfloor Sheathing 3.4 p.s.f.2x Joists @ 16" o.c. 15.0 p.s.f.2x Partitions (finished) 4.5 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.3 p.s.f.Misc. 35 p.s.f.Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f.(Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing - If Applicable): 40 p.s.f.(Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.9 p.s.f.PHONO SOLAR PS300P solar panels and mounting system 23 p.s.f.Existing Roof Dead Load 25.9 p.s.f.Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f.(Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroof) Arearoof = 78518 lb. Total Proposed Roof Load = (D Lproposed +LLproposed) Areaproposed + (DL roof) (Arearoof- Areaproposed)roof + LL = 74234 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 =6: -. 5 44.9/-fi>< -·;tf Results: NET DECREASE IN GRAVITY LOADS ==> OK 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 9 of 13 ©Pool Engineering, Inc. 2014 € lili Pool Ull.L engineering POOL ENGINEERING INC.By: M.Thompson Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 Job# 14-0361 LATERAL LOADS (Seismic): Seismic Design Parameters: 'e = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor p=.1 Redundancy Factor SDS = 0.967 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.532 Site Class: D Risk Cat.: 11 SDC = D ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) (ASCE 7-10, Section 11.4.2) (ASCE 7-10, Table 1.5-1) Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governing 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) = 0.149 Cs_max = (SDS |e)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.553 (Cs_minh = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min02 = 0.044 1 SOS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.023 (Cs-min)3 = (O.5 Sl |e/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.041 Cs = 0.148774 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 10 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: M.ThompsonLi engineering | Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 - inc./ - Job# 14-0361 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft)hx (ft)Story Area (ft 2) Story Seisrnic Wx Ck) Wx hx Mass (psf) k Wxhx Iwi hik Fi(K)Vi (K) Roof 16 25 1826.0 23.0 41.998 1049.95 0.80 8.52 8.52 Upper 9 9 855.0 35.0 29.925 269.325 0.20 2.18 10.70 Lower 0 0 NA N/A NA 0 0.00 0.00 0.00 Existing Base Shear = 10.70 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ftz) Story Seismic Panel Area Mass (psf) (ftz) Panel Seismic Wx (k) Wx hx Mass (psf) i k k Wx nx Iwi hik Fi(K)VICK) Roof 16 25 1826.0 23.0 250.9 2.9 42.7 1,068.30 0.80 8.63 8.63 Upper 9 9 855.0 35.0 N/A N/A 29.9 269.325 0.20 2.18 10.81 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear =10.81 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 1.02% 3 Results:INCREASE LESS THAN 10% ==> OK 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 11 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: M.ThompsonLL[11111 engineering II Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 - inc. / - Job# 14-0361 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec. 30.5, ASCE 7-10) V = 110 mph (basic wind speed) Exp. Cat.= C exposure category (Section 26.7, ASCE 7-10) A = 1.45 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) Kzt = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 0 =22.7 deg Area =250.9 sq.ft. Pnet30 =31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Pnet = Al<.P net30 =(1.45)(1)(31.9 p.s.f.) = 46.255 p.s.f. (Pnetdesign =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 (additional factor of saftey applied to withdrawal force) Atrib =19.3 sq.ft.(panel area tributary to each lag screw) D=2.9 p.s.f.(panel dead load) W=46.3 p.s.f.(design wind pressure) Plag = FS*Atrib*(0·6[)-0.6W) = (1)(19.3 sq.ft.)[(0.6)(2.9 p.s.f.)-(0.6)(46.3p.s.f.)] = 501lb. (withdrawal force applied to each lag screw) DIA,ag=5/16 in.(lag screw diameter) D = 2.50 in.(lag screw penetration into existing framing member)pen W=266 lb./in.(lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) Co =1.6 (load duration factor, 2012 NDS) Q=0.7 W' = C*C*W = (1.6)(0.7)(266 lb./in.) = 297.92 lb./in.(adjusted withdrawal value) Pallow = Dpen'WI =(2.5 in.)(297.92 lb./in) = 744.8 lb. Results:DEMAND = 501 lbs. < CAPACITY = 744.8 lbs. ==> OK 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 12 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: M.ThompsondiLLL'engineering II Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 inc. / - Job# 14-0361 SUMMARY: GRAVITY LOADS:DECREASED BY -5.78% ==> OK LATERAL LOADS:INCREASED BY 1.03% < 10% ==> OK WIND UPLIFT:DEMAND = 501 lbs. < CAPACITY = 744.8 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 3/3/2014 5:12 PM \\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx Page 13 of 13 ©Pool Engineering, Inc. 2014 .I .2 T SERIES POLY MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly crystal Si 156 mm x 156 mmSolar Cells square, 6 x 12 pieces in series Length: 77.0 inch (1956 mm) Dimension Width: 39.1 inch (992 mm) Height: 1.8 inch (45 mm) Weight 50.7 lbs (23 kg) Front Glass 3.2 mm toughened glass Frame anodized aluminium alloy Cable 0.9Om wire (0 4mmp Diodes 6 pieces schottky by-pass diodes Junction Box IP 65 rated Parameter Operating Temperature Typical Application Hail Diameter @ 80Km/h Surface Maximum Load Capacity Maximum Series Fuse Rating IEC Application Class (IEC 61215) Fire Rating (UL 1703) Maximum System Voltage Values Unit from -40 to +85 r 24 V DC up to 25 mm up to 5400 Pa 15 A A C 1000 V DC (IEC 61215) 600 V DC (UL 1703) ELECTRICAL TYPICAL VALUES1,2 Model Rated Power (PMPP) Tolerance Rated Current Rated Voltage Short Circuit Current Open Circuit Voltage Module (IMPP)(Up..p)(Isc)(Uoc)Efficiency (%) PS280P-24/T 280 W +3%7.96 A PS290P-24/T 290 W +3%8.20A PS300 P-24/T 300 W +3%8.44 A NOCT (Nominal Operation Cell Temperature): 45°C + 2°C 35.2 V 8.35 A 44.8 V 35.4 V 8.50A 45.2 V 35.6 V 8.65 A 45.6 V Voltage Temperature Coefficient:-0.35% / K Current Temperature Coefficient:0.05% / K Power Temperature Coefficient:-0.48% / K 14.43 14.95 15.46 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet Pallets Per Container Pieces Per Container 40' HQ 22 22 C € c®us { 484 TOV-Jd # *· 00ooo/* WARRAIm 942 9.0 100(>AV/rr,2 2--- - -el--------6 1 /.4 1 7.5 270 8004/m2 6.0 216 r. 6004V/m2 1.0 162 40OA//m23.0 - - - , 108 N X ..2-554 l 2 1 200 N/rr,2 1-5 .02\\\ 54 8-9%14 0.0 \\\0 - 0 5 10 15 20 25 30 35 40 45 Voltage (V) .1 1-V CURVE DIMENSION PV CYCLE Partner Information Note: This publication summarizes product warranty and specifications, which are subjected to change without notice. Additional information may be found on web site: www.phonosolar.com - D J..4.' 1 3 i.' ·. . I 'l, . , 4•9 6 . - ·' 3 ..- ". 9 ¢ '·i·1 1/ u:i . ic.1 :' St·., 1 y.j T ..., Cy'l"r., S" u ' -1,CVI *.' 4 r.1 13.: 1 , SP :C'r·- 7 ,.0, N '. 7 .9 C www.phonosolarusa.com 1101_V2 9 QGT Enphase® Microinverters Enphase®M250 e-lenphaseENE 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 [elenph ase® ENERGY 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 3 million units shipped - Industry-leading warranty, up to 25 years ®® C US . Enphase® M250 Microinverter // DATA INPUT DATA (DC) f Recommended input power (STC) Maximum input DC voltage Lfeakpower tracking voltage Operating range Min/Max start voltage Max DC short circuit current Max input current OUTPUT DATA (AC) Peak output power Rated (continuous) output power Nominal output current Nominal voltage/range Nominal frequency/range Extended frequency range* Power factor I . Maximum units per 20 A branch circuit Maximum output fault current EFFICIENCY CEC weighted efficiency, 240 VAC CEC weighted efficiency, 208 VAC Peak inverter efficiency Static MPPT efficiency (weighted, reference EN50530) Night time power consumption MECHANICAL DATA Ambient temperature range Operating temperature range (internal) Dimensions (WxHx[)) Weight Cooling Enclosure environmental rating FEATURES Compatibility Communication Integrated ground M250-60-2LL-S22/S23/S24 210 - 300 W 48 V 27 V-39V 16 V-48V 22 V/48V 15 A 9.8 A @208 VAC 250 W 240 W 1.15 A (A rms at nominal duration) 208 V / 183-229 V 60.0 / 57-61 Hz 57-62.5 Hz >0.95 24 (three phase) 850 mA rms for 6 cycles 96.5% 96.0% 96.5% 99.4 % 65 mW max -40°C to +65°C -40°C to +85°C 171 mm x 173 mm x 30 mm (without r 2.0 kg Natural convection - No fans Outdoor - NEMA 6 Compatible with 60-cell PV modules. Power line @240 VAC 250 W 240 W 1.0 A (A rms at nominal duration) 240 V / 211-264 V 60.0 / 57-61 Hz 57-62.5 Hz >0.95 16 (single phase) 850 mA rms for 6 cycles - I The DC circuit meets the requirements for ungrounded PV arrays in Monitoring Compliance NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Free lifetime monitoring via Enlighten software UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 * Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology visit enphase.com [e] enphase®ENERGY © 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. -1 -- L- itran 0.0006-di-as- n CL200 240¥ 3# TYPE CVSOD 30TA 1.0Kh 47 786 365 OperNAva. U.AW" OpenWay® CENTRON® Meter The OpenWay system delivers a truly smart meter for the residential mass market. Itron engineers have built upon our proven CENTRON solid-state platform to deliver an advanced meter that provides a cornerstone technology for the smart grid. Featuring open-standards architecture, modular design for flexibility in communications, and extensive features and functionality, the OpenWay CENTRON supports the most demanding smart grid business requirements today and well into the future. A key component of any advanced metering or smart grid initiative, the OpenWay CENTRON meter is a truly smart device used to collect, process and transmit vital energy information to utility systems. Rather than simply inserting a network communication card into a standard meter, Itron developed an advanced meter where calculations and usage data are calculated within the meter itself, allowing utilities to leverage time- SPFCIFICATIONC based rates, demand response, home networking and many other smart grid applications. The OpenWay CENTRON system provides enhanced security and a reliable approach to data collection and communications between the meter and the network. Storage and transport of register data are provided through ANSI C12.19 and C12.22 open standards technology. In addition, each OpenWay CENTRON meter comes factory-equipped with a ZigBee® radio to provide a built-in communications pathway into the home for data presentation, load control and demand response. ZigBee also provides a communication channel with 2.4GZ OpenWay Gas Modules. The OpenWay CENTRON also provides robust data storage capability to support time-of-use pricing, load profile data and other data-intensive applications, as well as the most advanced feature set available to support smart grid requirements. These features include full two-way communication, a load-limiting remote disconnect and reconnect switch, positive outage detection and restoration notification, voltage monitoring, automatic tamper and theft detection, as well as the ability to reprogram the meter remotely and upload new firmware via the network. The OpenWay CENTRON meter is the smart meter for the smart grid. I...'T.'./-,2 FEATURES Time-of-Use and Critical Peak Pricing » The OpenWay CENTRON supports four TOU rates as well as CPP » TOU registers may be displayed on the meter's display Load Profile » Four channels of configurable load profile data are available in the following default parameters: (1) single channel 30-minute data 753 days; (2) two channels 30-minute data 501 days » Modified parameters are available via configuration download » The OpenWay CENTRON module provides over one year of 15-minute load profile data storage OpenWay RFLAN Module » Two-way,·unlicensed RF module » Adaptive-tree RFLAN architecture provides easy installation and self-healing capabilities Home Area Network (HAN) » Every OpenWay CENTRON meter includes a ZigBee radio for interfacing with the HAN, in-home displays and load control devices » The OpenWay CENTRON can store consumption from 2.4GZ OpenWay gas modules utilizing the ZigBee radio Bi-Directional Metering » The OpenWay CENTRON measures and displays active energy (1<Wh) delivered, received, uni-directional and/or net or apparent energy (kVAh) delivered and/or received Disconnect/Reconnect with Load Limiting » The OpenWay CENTRON forms lS, 2S, 12S network, and 25S is available with a 200 amp remote disconnect/reconnect switch as an optional feature. The switch can be operated on demand, or automatically as part of a service-limiting configuration Tamper Detection » Tamper indications can be communicated regularly through the OpenWay system » Tampers include: inversion, removal and reverse power flow » SiteScan Diagnostics (advanced polyphase register only) Non-Volatile Memory » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. A battery maintains just the clock circuitry during a power outage Voltage Monitoring » Instantaneous voltage » Voltage monitoring system Standard Features » Electronic LCD display » Polycarbonate cover » Optical tower » Test LED Register Capabilities » 4 energies, 1 demand: • Wh (delivered, received, net, uni- directional) • VAh (delivered arithmetic, received arithmetic, Lag) • W (max delivered, max received, max net, max uni-directional) » Configurable event log » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. Battery maintains the clock circuitry during a power outage Option Availability » Identification/accounting aids » Remote disconnect/reconnect » Multiple WAN options including GPRS and CDMA » Option slot for additional communications options Technical Data Meets applicable standards: » ANSI C12.1 - 2008 (American National Standard for Electric Meters - Code for Electricity Metering) » ANSI C12.18 - 1996 (American National Standard - Protocol Specification for ANSI Type 2 Optical Port) » ANSI C12.19 - 2008 (American National Standard - Utility Industry End Device Data Tables) » ANSI C12.20 - 2002 for Hardware 2.0 and 3.0 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.20 - 2010 for Hardware 3.1 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.22 - 2008 (consult Section 9 of the standard) » ANSI/IEEE C62.41.1-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » ANSI/IEEE C62.41.2-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » IEC 61000-4-2 » IEC 61000-4-4 Reference Information » OpenWay CENTRON Technical Reference Guide » Hardware Specification Form SPECIFICATIONS ProductAvailability Volts / Service Meter Class TestAmps Kh (Pulse/Wh)Meter Form Register Descriptions 120 V 200 30 1.0 lS OpenWay RF with or without Disconnect 240 V 200 30 1.0 2S OpenWay RF with or without Disconnect 240 V 320 50 1.0 2S OpenWay RF 120 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 4S OpenWay RF 120 V 200 30 1.0 12S/25S OpenWay RF with or without Disconnect Specifications Power Requirements Voltage Rating: 120 V, 240 V Frequency: 60Hz Operating Voltage: f 20% (60Hz) Operating Range: f 3 Hz Battery Voltage: 3.6 V nominal Battery Operating Range: 3.6 V nominal; 3.4 V - 3.8 V Carryover: 12-year continuous usage or 20-year shelf life Temperature: -40° to +85°COperating Environment Humidity: 0% to 95% non-condensing IEC 61000-4-4-2004-07 Transient / Surge Suppression ANSI C62.45-2002 Accuracy General Time Display Characteristic Data Register Burden ANSI C12.20 0.5 accuracy class Demand interval lengths: Programmable: 5, 6, 10, 12, 15, 20, 30 and 60 min. Demand calculation: Peak Energy calculation: Basic: Wh and VAh Une sync: Power line frequency Crystal sync: +0.01% @ 25°C; +0.025% over full temperature range Battery: +0.005%@25°C; +0.005% to -0.02% over full temperature range Nine-digit liquid crystal display Display duration: 1-15 seconds Six-digit data height: 0.4"Three-digit code number height: 0.24" Annunciator height: 0.088"3-segment electronic load indicator Starting Current: 20 mA (Class 200), 5 mA (Class 20) 0.66W Fonn Watt Loss VA Loss Test Voltage lS 2.796 6.759 120 2S 3.773 12.357 240 Burden Data (C2SOD) (United States) 3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.861 6.751 120 Form Watt Loss VA Loss Test Voltage lS 2.686 6.999 120 2S 3.203 11.89 240 Burden Data (C2S0D) (Canada) 3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.831 7.393 120 Service Switch (Optional)200A; can be programmed as service (load) limiting Service Switch is available in Forms lS, 2S, and 12S/25S Modules Additional Base Functionality Standard OpenWay Register Cell Relay (available in Form 2S only) e. SPECIFICATIONS C2S0/C2S0D Dimensions Dimensions C2S0/C2S0D - Fonns lS, 2S and 12S C2SO/C2S0D - Forrns 3S and 4S 6.95"4.56"3.66"3.23"2.73"5.56"6.42" IE 1ABCDEFG 6.95"5.27"4.37" 3.97"3.47"5.68"6.30" ] < 0 17.66 cm 13.39 cm 11.10 cm 10.08 cm 8.82 cm 14.43 cm 16 cm ABCDEFG E-- 17.66 cm 11.59 cm 9.30 cm 8.21 cm 6.94 cm 14.13 cm 16.31 cm Shipping Weights Polycarbonate C2S0/C2S0D Pounds Kilograms 4 Meter Cartons 11 lbs 5 kg 96 Meter Pallets 280 lbs 127 kg Ilrovn Itron is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our solutions to responsibly and efficiently manage the delivery and use of energy and water. To realize your smarter energy and water future, start here: www.itron.com ITRON ELECTRIC 313-B North Highway 11 West Union, SC 29696 USA CORPORATE HEADQUARTERS 2111 N Molter Road Uberty Lake, WA 99019 USA Phone: 1.877.487.6602 Phone: 1.800.635.5461 Fax:1.864.638.4950 Fax:1.509.891.3355 While Itroll stnves to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in. such materials. No warranty of any kind, implied, expressed, or statutory, including but not limited to the warranties of non-infringement of third party rights, title, merchantability. and fitness for a particular purpose, is given with respect to the content of these marketing materials. © Copynght 2011, itron. All nghts reserved. 100808SP-05-08/11 SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Bottom /4 Washer lkit (hidden..s56 • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one 14"-20 ASTM F593 bolt, one 1/7-20 ASTM F594 serrated flange nut, and one W' flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam Beam Bolt * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut l[13 i rimp 1 10 f L 1.24Y 1.-111 - - - . 1.00 · -x [22 Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967)686 (3052)2.28 1038 (4615)0.662 Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 Dimensions specified in inches unless noted SOLARMOUNT Technical Datasheets :1: UNI RAC A 1+Ill.Il GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 302105D, 302106D Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac 74"-20 T-bolt and one W"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Bolt :f .' 4 Beam Y Applied Load Average Allowable Safety Design Resistance 1.00 DISTANCE - -Direction Ultimate Load Factor,Load Factor, 0£WEEN MODULES 'lar lbs (N)lbs (N)FS lbs (N) ® T Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Sliding, Xi 1194 (5312)490 (2179)2.44 741 (3295)0.620 -x Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001 C, 302002C, 3020020, 302003C, 3020030,302004C, 302004D, 302005C, 3020050 302006C, 302006D, 302007D, 302008C, 3020080 302009C, 302009D, 302010C, 302011 C, 302012C >--''berrated Flange Nut U Y -X Molt 05 Clamp Bea · End clamp material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 lbs (26g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated · Assemble with one Unirac 1/1"-20 T-bolt and one 1/7-20 ASTM F594 serrated flange nut · Use anti-seize and tighten to 10 ft-lbs of torque · Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory · Modules must be installed at least 1.5 in from either end of a beam - 1.5 - ML>CHUN ,€1GHT VARIES I T Wn-H MOAE THICKI€55 Dimensions specified-in incbes uillass-noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xt 142 (630)52 (231)2.72 79 (349)0.555 @ a SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Bea #fLAV' Bolt L-Foot errated Flange Nu -2.43 Y L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIFU\C documents For the beam to L-Foot connection: · Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %"serrated flange nut · Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method r 1 - 101 JX SLOT FOR . ' 36 MADWARE / -1 C.1 - .i ;- 2.01 - Dimensions specified in inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N) FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, X:t 486 (2162)213 (949)2.28 323 (1436)0.664 C 0 e SolARMOUNT Technical Datasheets :i:U N I RAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) pif 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) ire 0.353 0.898 Section Modulus (Y-Axis) ir,3 0.113 0.221 Moment of Inertia (X-Axis) ire 0.464 1.450 Moment of Inertia (Y-Axis) ire 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 14" HEX HEAD SCREW 2X SLOT FOR n BOTTOM CLIP 1 SLOT FOR T-BOLT OR . 14,1 HEX HEAD SCREW SLOT FOR 7PJLL 2.500 BOTTOM CUP J t -1.728-- ]l T 1 316 3.(00 0 1 SLOT FOR - 34" HEX BOLT SLOT FOR -p 1.385 36" HEX BOLT .387--1, , .750- - 1.207 - Y Y 1.875 -- A A f x •X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 0 STRUCTURAL EN61NEERS January 20,2011 UniRac1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Ila S3878 0.. 31-13 0» CA-\ f Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 Inteinational Building Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sinceely, Paul i.acher, SE - President 8! 3,' Sumel Avenue, Swie 120 1 -m· Joks, 3 95628 916.90.3960 9'L 90,.=965 1 ·, 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3o 1. - --C> -0- 4 6105-T5 ALUMINUM 1, -5 4 - - - - - - - -.-..-® UU 11 000 4 -14 - RAC00 SolarMounUSunFrame © 2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 1 1 1 11•-';,1 1 SOLARMOUN¥ Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC- 1 , us 1r .R i.mounting - clamps -6J Module T-bolt Intertek Conforms to UL Standard 467 04-L. UGC-1 6-1.Figure 26. Slide UGC-1 grounding Clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs willpenetrate rail anod- ization and create groundingpath through rail (see Fig. 3, reverse side). SolarMount® rail (any type) i . 1 WEEBLug 1 Stainless Steel Flat Washer (WEEB) Clips and lugs are sold separately. Figure 27. Insert a bolt in the aluminum rail or through the clearance hole in the stainless steel flatwasher. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail. Place the lugportion on the bolt and stainless steelflat washer. Install stainless steelflat washer, lock washer and nut. Tighten the nut until the dimples are completely embedded into the rail and lug 77ze embedded dimples make a gas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEB. Figure 28. UGC-1 layoutfor even and odd number Of modules in row. '0(" denotes places to install UGC-1. LC - 1X]. Even Number O/Modules in row C Odd Number OfModules in row :1: UNI RAC A HILTI GROUP COMPANY Pub 110617-2cc June 2011 © 201] by Unirac, Inc. All rights reserved. -t·bird pa:5 r,$7 TileTracLab Tes.„4,500 lbs Side Axial load ••Ar.r 1. 11 C A 1 100 lbs Upliese <<Patent #5,746,029 ,PRODUCT Tile Roof Structural AttachmentWaterproof d J NEW STAINLESS STEEL TILE FLASHING The patented TileTroc® attachment allows for a structural roof rafter connection with optimal attachment stud location adiustability. Design results in the best looking systems in the industry. 4 TileTrac®for s-curve 7,le Trac®for jlat concrete tile concrete tile- (6-" Tall Threaded Stud)(4" Tall Threaded Stud) Part #Tr-18-T41 4 01 4,4 - 2_f; 1 = =k. ----- -ri Ben€ftts of TileTrae • Easiest and lowest cost waterproof tile roof •Includes Stainless Steel tile Aashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag •Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength 0 3rd party lab waterproof and load tested •Large roof surface contact area evenly distributes load• Compression sealed at underlayment and top of tile fill/.4*.711J..The Tile Trac®Design Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not Aow. Without TileTrac®With TileTrac®Water Flows Crown High Point/ Sealed at top of tile n in the Valley of the Tile of the Tile /(optimum)-/7 -I r suppehia '29./ 4 . Suppo, Ae.:c .'--' M.# . fNwOIIRAD{lilli)'(Eli) (iI!17' HAL.)AS.griI*231]D Rafter attached to the rafter TileTrac® assembly Sealed at structurally underlayment Rafter a#ached to the rafter tv Installation steps for both s-curve and flat concrete tile* 11. 0 STEP 1: Select o tile in the area of the roof rofter.STEP 2: Remove the tile by pushing and pulling. It is usually held in place by a small nail. STEP 3: Using an eledronic stud finder (recommended), or other means, locate the rafter center. Mark a reference point on the tile obove. b«44> 1 -1 Step 4: Seol the initial tile noil hole. Using 0 3/16" drill bit and drill guide (FJ-Drill), drill pilot hole along the rofter center Step 5: Insert the log bolt and wosher through the TileTra[® and apply fresh compatible seolont to the base. Step 6. Using a 1/2" socket, install the log bolt until seated. Do not overlighten. The seolont should flow ouhvord scaling any holes. 11 Step 7: After bolting the bose to the roof, slide the upper carriage Step 8. Replace the tile by lining up the snap lines into the correct position under the crown of the tile. For Flot tile,ond mork the drill location a«ordingly slide the upper carriage near the middle of the tile. Step 9: Using 0 1/20 carbide drill bit and ROTARY HAMMER DRILL in hammer mode, drill through the tile. See online video at www.proso/ar. com for details. 4 1 . Ariz - P , } +1'lI),1ILIP " 4(, 121| %iDIi] (j027 ' b. f 4..0 .1913 Step 10: Insert threaded stud through tile and hand-tighten to engage with base. Bind two 3/80 nuts (included) using 9/16" wrenches and tighten. *Not recommended for clay or slate tiles. Step 11: Unbind nuts and remove from stud. Apply seolant around stud ot tile opening and compress with Stainless Steel floshing (included) until seated. Step 12: Fasten rail with lower and upper 3/8" nuts/washers as shown. ©Professional Solar Products, Inc. Mar. 2011. TileTrac"is a registered trademark and covered under Pat. #5,746,029 T SERIES POLY MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly crystal Si 156 mm x 156 mmSolar Cells square, 6 x 12 pieces in series Length: 77.0 inch (1956 mm) Dimension Width: 39.1 inch (992 mm) Height: 1.8 inch (45 mm) Weight 50.7 lbs (23 kg) Front Glass 3.2 mm toughened glass Frame anodized aluminium alloy Cable 0.90m wire (0 4mm') Diodes 6 pieces schottky by-pass diodes Junction Box IP 65 rated Parameter Operating Temperature Typical Application Hail Diameter @ 80Km/h Surface Maximum Load Capacity Maximum Series Fuse Rating IEC Application Class (IEC 61215) Fire Rating (UL 1703) Maximum System Voltage Values Unit from -40 to +85 r 24 V DC up to 25 mm up to 5400 Pa 15 A A C 1000 V DC(IEC 61215) 600 V DC (UL 1703) ELECTRICALTYPICALVALUES1,2 Model Rated Power (PMPP) Tolerance Rated Current Rated Voltage Short Circuit Current Open Circuit Voltage Module (IMPP)(UMPP)(Isc)(Uoc)Efficiency (%) PS280P-24/T 280 W +3%7.96 A PS290P-24/T 290 W +3%8.20A PS300P-24/T 300 W +3%8.44 A NOCT (Nominal Operation Cell Temperature): 45'C +2'C 35.2 V 8.35A 44.8 V 35.4 V 8.50A 45.2 V 35.6 V 8.65A 45.6 V Voltage Temperature Coefficient:-0.35% / K Current Temperature Coefficient:0.05% / K Power Temperature Coefficient:-0.48% / K 14.43 14.95 15.46 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet Pallets Per Container Pieces Per Container 40' HQ 22 22 C € c®us i 484 9.0 1 1 9P a.10-YEAR1, 8 £400000024' 1-V CURVE DIMENSION 1000 A//rn2 tEl-- 117.5- 270 2 /.2 - · 6.0 216 -C 1 11CL 600·N/m2 4.5 H 400A/m2 2% U.ze. | 1 200#/r,12 1.5 o.o 11\.8-9*14 0 5 10 15 20 25 30 35 40 45 1 41 Voltage (V)-- 11 PV CYCLE Partner Information Note: This publication summarizes product warranty and specifications, which are subjected to change without notice. Additional information may be found on web site: www.phonosolar.com 1 Defihed as standard deviatror of trousands measurements. ADsolute powEr . alues depend or the measuring s/stem They uat, differ by +-5: from .,re measunrg system :c another 2 Measurement conalt,ons under rradiance level of Standard Test Conditionsi STC j 1 COOW/M A.r mass 1.5 Spectrum cell temperature of 25C www.phonosolarusa.com 1101_V2 Enphase® Microinverters Enphase®M250 [e] enphaseEN. 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 [e] enphase®ENERGY 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 3 million units shipped - Industry-leading warranty, up to 25 years C ® Enphase® M250 Microinverter // DATA INPUT DATA (DC) Recommended input power (STC) Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current Max input current OUTPUT DATA (AC) Peak output power Rated (continuous) output power Nominal output current Nominal voltage/range Nominal frequency/range Extended frequency range* i Power factor Maximum units per 20 A branch circuit 1 Maximum output fault current EFFICIENCY CEC weighted efficiency, 240 VAC .- CEC weighted efficiency, 208 VAC Peak inverter efficiency Static MPPT efficiency (weighted, reference EN50530) Night time power consumption MECHANICAL DATA Ambient temperature range Operating temperature range (internal) Dimensions (WxHx[)) Weight Cooling Enclosure environmental rating FEATURES Compatibility Communication Integrated ground M250-60-2LL-S22/S23/S24 210 - 300 W 48 V 27V-39V 16 V-48V 22 V/48V 15 A 9.8 A @208 VAC 250 W 240 W 1.15 A (A rms at nominal duration) 208 V / 183-229 V 60.0 / 57-61 Hz 57-62.5 Hz >0.95 24 (three phase) 850 mA rms for 6 cycles 96.5% 96.0% 96.5% 99.4 % 65 mW max -40°C to +65°C -40°C to +85°C 171 mm x 173 mm x 30 mm (without r 2.0 kg Natural convection - No fans Outdoor - NEMA 6 Compatible with 60-cell PV modules. Power line @240 VAC 250 W 240 W 1.0 A (A rms at nominal duration) 240 V / 211-264 V 60.0 / 57-61 Hz 57-62.5 Hz >0.95 -- 16 (single phase) 850 mA rms for 6 cycles I The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 * Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology visit enphase.com [e] enphase®ENERGY © 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. 11,611 1 fill. 0.0.od1553- 47786365 , OpenWay® CENTRON® Meter The OpenWay system delivers a truly smart meter for the residential mass market. Itron engineers have built upon our proven CENTRON solid-state platform to deliver an advanced meter that provides a cornerstone technology for the smart grid. Featuring open-standards architecture, modular design for flexibility in communications, and extensive features and functionality, the OpenWay CENTRON supports the most demanding smart grid business requirements today and well into the future. A key component of any advanced metering or smart grid initiative, the OpenWay CENTRON meter is a truly smart device used to collect, process and transmit vital energy information to utility systems. Rather than simply inserting a network communication card into a standard meter, Itron developed an advanced meter where calculations and usage data are calculated within the meter itself, allowing utilities to leverage time- RPFCIFICATIANC based rates, demand response, home networking and many other smart grid applications. The OpenWay CENTRON system provides enhanced security and a reliable approach to data collection and communications between the meter and the network. Storage and transport of register data are providad through ANSI (12.19 and C12.22 open standards technology. In addition, each OpenWay CENTRON meter comes factory-equipped with a ZigBee® radio to provide a built-in communications pathway into the home for data presentation, load control and demand response. ZigBee also provides a communication channel with 2.4GZ OpenWay Gas Modules. The OpenWay CENTRON also provides robust data storage capability to support time-of-use pricing, load profile data and other data-intensive applications, as well as the most advanced feature set available to support smart grid requirements. These features include full two-way communication, a load-limiting remote disconnect and reconnect switch, positive outage detection and restoration notification, voltage monitoring, automatic tamper and theft detection, as well as the ability to reprogram the meter remotely and upload new firmware via the network. The OpenWay CENTRON meter is the smart meter for the smart grid. rk=¥=,•·,92i}2922,7fhETE).'rrT·pitn7oll FEATURES Time-of-Use and Critical Peak Pricing » The OpenWay CENTRON supports four TOU rates as well as CPP » TOU registers may be displayed on the meter's display Load Profile » Four channels of configurable load profile data are available in the following default parameters: (1) single channel 30-minute data 753 days; (2) two channels 30-minute data 501 days » Modified parameters are available via configuration download » The OpenWay CENTRON module provides over one year of 15-minute load profile data storage OpenWay RFLAN Module » Two-way, unlicensed RF module » Adaptive-tree RFLAN architecture provides easy installation and self-healing capabilities Home Area Network (HAN) » Every OpenWay CENTRON meter includes a ZigBee radio for interfacing with the HAN, in-home displays and load control devices » The OpenWay CENTRON can store consumption from 2.4GZ OpenWay gas modules utilizing the ZigBee radio Bi-Directional Metering » The OpenWay CENTRON measures and displays active energy (kWh) delivered, received, uni-directional and/or net or apparent energy 0<\/Ah) delivered and/or received Disconnect/Reconnect with Load Limiting » The OpenWay CENTRON forms lS, 2S, 12S network, and 25S is available with a 200 amp remote disconnect/reconnect switch as an optional feature. The switch can be operated on demand, or automatically as part of a service-limiting configuration Tamper Detection » Tamper indications can be communicated regularly through the OpenWay system » Tampers include: inversion, removal and reverse power flow » SiteScan Diagnostics (advanced polyphase register only) Non-Volatile Memory » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. A battery maintains just the clock circuitry during a power outage Voltage Monitoring » Instantaneous voltage » Voltage monitoring system Standard Features » Electronic LCD display » Polycarbonate cover » Optical tower » Test LED Register Capabilities » 4 energies, 1 demand: • Wh (delivered, received, net, uni- directional) • VAh (delivered arithmetic, received arithmetic, Lag) • W (max delivered, max received, max net, max uni-directional) » Configurable event log » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. Battery maintains the clock circuitry during a power outage Option Availability » Identification/accounting aids » Remote disconnect/reconnect » Multiple WAN options including GPRS and CDMA » Option slot for additional communications options Technical Data Meets applicable standards: » ANSI C12.1 - 2008 (American National Standard for Electric Meters - Code for Electricity Metering) » ANSI C12.18 - 1996 (American National Standard - Protocol Specification for ANSI Type 2 Optical Port) » ANSI C12.19 - 2008 (American National Standard - Utility Industry End Device Data Tables) » ANSI C12.20 - 2002 for Hardware 2.0 and 3.0 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.20 - 2010 for Hardware 3.1 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.22 - 2008 (consult Section 9 of the standard) » ANSI/IEEE C62.41.1-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » ANSI/IEEE C62.41.2-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » IEC 61000-4-2 » IEC 61000-4-4 Reference Information » OpenWay CENTRON Technical Reference Guide » Hardware Specification Form . SPECIFICATIONS ProductAvailability Volts/Service Meter Class TestAmps Kh (Pulse/Wh)Meter Form Register Descriptions 120 V 200 30 1.0 lS OpenWay RF with or without Disconnect 240 V 200 30 1.0 2S OpenWay RF with or without Disconnect 240 V 320 50 1.0 2S OpenWay RF 120 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 4S OpenWay RF 120 V 200 30 1.0 12S/25S OpenWay RF with or without Disconnect Specifications Power Requirements Voltage Rating: 120 V, 240 V Frequency: 60Hz Operating Voltage: i 20% (60Hz) Operating Range: f 3 Hz Battery Voltage: 3.6 V nominal Battery Operating Range: 3.6 V nominal; 3.4 V - 3.8 V Carryover: 12-year continuous usage or 20-year shelf life Temperature: -40° to +85°COperating Environment Humidity: 0% to 95% non-condensing IEC 61000-4-4-2004-07 Transient / Surge Suppression ANSI C62.45-2002 Accuracy General Time Display Characteristic Data Register Burden ANSI C12.20 0.5 accuracy class Demand interval lengths: Programmable: 5, 6,10, 12,15, 20, 30 and 60 min. Demand calculation: Peak Energy calculation: Basic: Wh and VAh Line sync: Power line frequency Crystal sync: +0.01% @ 25°C; +0.025% over full temperature range Battery: +0.005%@25°C; +0.005% to -0.02% over full temperature range Nine-digit liquid crystal display Display duration: 1-15 seconds Six-digit data height: 0.4"Three-digit code number height: 0.24" Annunciator height: 0.088"3-segment electronic load indicator Starting Current: 20 mA (Class 200), 5 mA (Class 20) 0.66W Form Watt Loss VA Loss Test Voltage lS 2.796 6.759 120 2S 3.773 12.357 240 Burden Data ©2SOD) (United States) 3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.861 6.751 120 Form Watt Loss VA Loss Test Voltage lS 2.686 6.999 120 2S 3.203 11.89 240 Burden Data ©2SOD) (Canada)3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.831 7.393 120 Service Switch (Optional)200A, can be programmed as service (load) limiting Service Switch is available in Forms lS, 2S, and 12S/25S Modules Additional Base Functionality Standard OpenWay Register Cell Relay (available in Form 2S only) SPECIFICATIONS C2S0/C2S0D Dimensions Dimensions ' | C2S0/C2S0D - Forms lS, 2S and 12S -/2.-2*\ ABCDEFG 6.95"5.27"4.37"3.97"3.47"5.68"6.30"1 , coN 17.66 cm 13.39 cm 11.10 cm 10.08 cm 8.82 cm 14.43 cm 16 cm C2SO/C2SOD - Forrns 3S and 4S 6.95"4.56"3.66"3.23"2.73"5.56"6.42" ABCDEFG 17.66 cm 11.59 cm 9.30 cm 8.21 cm 6.94 cm 14.13 cm 16.31 cm Shipping Weights Polycarbonate C2S0/C2S0D Pounds Kilograms 4 Meter Cartons 11 lbs 5 kg 96 Meter Pallets 2801bs 127 kg Ii,Jn Itron is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our solutions to responsibly and efficiently manage the delivery and use of energy and water. To realize your smarter energy and water future, start here: www.itron.com ITRON ELECTRIC CORPORATE HEADQUARTERS 313-B North Highway 11 West Union, SC 29696 USA 2111 N Molter Road Uberty Lake, WA 99019 USA Phone: 1.877.487.6602 Phone:1.800.635.5461 Fax:1.864.638.4950 Fax:1.509.891.3355 While ttron strives to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory. including but not limited to the warranties of non-infringement of third party rights, title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. ©Copyright 2011, Itron. All nghts reserved. 100808SP-05-08/11 SOLARMOUNT Technical Datasheets :i:UN I RAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 9 End Clamp SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom /ilt (hidden..see -#Skup CUp , Beam Bolt Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one %"-20 ASTM F593 bolt, one W,-20 ASTM F594 serrated flange nut, and one W' flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Y - - X U 1.24 -- 1.00 Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967)686 (3052)2.28 1038 (4615)0.662 Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 Dimensions specified in inches unless noted e SOLARMouNT Technical Datasheets :1:UNIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 3021050,302106D \ horralbk Bolt Beam , Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac 74"-20 T-bolt and one W-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1-00 DISTANCE - -Direction Ultimate Load Factor,Load Factor, -EN MODULES 102 lbs (N)lbs (N)FS lbs (N) ® T Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Y Sliding, X*1194 (5312)490 (2179)2.44 741 (3295)0.620 -X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001 C, 302002C, 302002D, 302003C, 3020030,302004C, 3020040,302005C, 3020050, 302006C, 3020060,302007D, 302008C, 302008D, 302009C, 302009D, 302010C, 302011 C, 302012C Serrated Flange Nut Y -· X Ji4Clamp Bea · End clamp material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 lbs (269) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents · Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac 1/1"-20 T-bolt and one 1/1,1-20 ASTM F594 serrated flange nut · Use anti-seize and tighten to 10 ft-lbs of torque · Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory · Modules must be installed at least 1.5 in from either end of a beam _ 1.5 - MOCKUM /.1 I 2-2U IHEIGHT ARIES 1 -7 WITH >'OCUE THICKNESS• Dimensions specified-in inches unless noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xt 142 (630)52 (231)2.72 79 (349)0.555 ® a SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Bolt L-Foot Flange Nu Y L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 34"-16 hex head screw and one ASTM F594 %"serrated flange nut · Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory L.x NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment methodr h * 3,01 ]X SLOT FOR n 16 HARDINASE ,, - d., .-L L 201 - Dimensions specified in inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, Xi 486 (2162)213 (949)2.28 323 (1436)0.664 0 e SOLARMOUNT Technical Datasheets :F UNI RAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) pif 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) ire 0.353 0.898 Section Modulus (Y-Axis) ire 0.113 0.221 Moment of Inertia (X-Axis) ir,4 0.464 1.450 Moment of Inertia CY-Axis) in# 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 41" HEX HEAD SCREW 2X SLOT FOR n BOTTOM CLIP 1 SLOT FOR T-BOLT OR !4" HEX HEAD SCREW SLOT FOR n Ul U:r 2.500 BOTTOM CLIP \ 1.728 -* I . SLOT FOR - 6" HEX BOLT 3.(00-0-T 1.316 a ,SLOT FOR - 1.3856" HEX BOLT illl .387 -- -1-9 .750 -- -- 1.207 -- Y Y # 1.875 -- A A f x f x SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 0 STRUCTURAL ENGINEERS January 20,2011 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 040. S3878 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 Inteinational Building Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincelely, Paul Zacher, SE - President B i 3,- S,jasel Auenue, 56,£ 120 0 --:i JOks, 1 95618 ;:6.?6:.3&50 : L.9; i :6-. ? :091; i . 7.. 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 1" 4 6105-T5 ALUMINUM \ 1. 4 - - -9 - - - -...--® UU 11 000 U Al_ EAU00 SolarMounUSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 11 111 11 -J 1 SOLARMOUNY Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 f US Top mounting .1 clomps Module T-bolt 1 Intertek Conforms to UL Standard 467 04-4 UGC:-1 ,4-4.Figure 26. Slide UGC-1 grounding clip into top mounting slot ofrail. Torque modules inplace on top of dip. Nibs willpenetrate rail anod- ization and create groundingpath through rail (see Fig. 3, reverse side). SolarMount®rail (any type) t WEEBLug Stainless Steel Flat Washer (WEEB) Clips and lugs are sold separately. Figure 2 Z Insert a bolt in the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail. Place the lug portion on the bolt and stainless steel.flat washer. Install stainless steelflat washer, lock washer and nut. Tighten the nut until the dimples are completely embedded into the rail and lug. The embedded dimples make agas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEEB. Figure 28. UGC-1 layoutfor even and odd number of modules in row, '0(" denotes places to install UGC-1. --I I Even Number ofModules in row C= Odd Number ofModules in row :1: UNI RAC A HILTI GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac, inc All righrs reserved. Third fary t Ti/el-Pac teLab Teste„-ar.r Ihi 11 e A 4,500 lbs Side Axial load Patent #5,746,029 PRODUCT 1,100 lbs Upi Tile Roof Structural Attachment ,- a N NEW STAINLESS STEEL TILE FLASHING The patented TileTrac® attachment allows for a structural roof rafter connection with optimal attachment stud location odiustobility. Design results in the best looking systems in the industry. - TileTrac® for s-curve TileTrac for jlat concrete tile concrete tile (6" Tall Threaded Stud)(4" Tall Threaded Stud)i IrWA Port#T[-18-T6 1 Pon # Tr-18-T4 1 -I." . lim'Wil:,1/alliwills'llib/#8/.I.-1/k.FC: ....-il.al.........................9.......... 9 1 = Benefits of TilleTrac • Easiest and lowest cost waterproof tile roof •Includes Stainless Steel tile Aashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag •Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength ' 3rd party lab waterproof and load tested •Large roof surface contact area evenly distributes load• Compression sealed at underlayment and top of tile The TileTrac Design Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not Aow. High Point/• Without TileTrac®With TileTrac®Water Flows Crown Sealed at top of tile -7 in the Valley of the Tile of the Tile /lantimum)r= «.1 A- L1 Suppoil \-54 - •Imm,;/la:*m:l,I - r I · -4• }-'Els ' , . Not structurally Rafter attached to the rafter ,-r port Rail 0 TileTrac® assembly Sealed at structura[ly underlayment Rafter attached to the rafter -I--Ill....Il-.li--I- 1 Installation steps for both s-curve and flatconcrete tile* 0 a STEP 1: Select o tile in the areo of the roof rofter.STEP 2: Remove the tile by pushing ond pulling. It is usually held in place by o small nail. STEP 3: Using an eledronic stud finder (recommended), or other means, locate the rafter center. Mark o reference point on the tile above. U „dEN' <2-»2 Step 4: Seal the initial tile nail hole. Using a 3/16" drill bit ond drill guide (El-Drill), drill pilot hole along the rofter center Step 5: Insert the log bolt and wosher through the TileTra[® and opply fresh compatible seolant to the base. Step 6: Using 01/2" socket, install the lag bolt until seated. Do not overtighten. lhe seolont should flow outword seoling any holes. <m Step 7: After bolting the base to the roof, slide the upper carriage Step 8. Replace the tile by lining up the snap lines into the correct position under the [rown of the tile. For Flot tile,and mark the drill location accordingly. slide the upper corrioge neor the middle of the tile. Step 9: Using a 1/2" carbide drill bit ond ROTARY HAMMER DRILL in hammer mode, drill through the tile. See online video at www.prosolar. com for details. \ r---- ..?fq U j Step 10: Insert threaded stud through tile and hand-tighten to engage with base. Bind two 3/8" nuts (included) using 9/16" wrenches and tighten. *Not recommended for clay or slate tiles. Step 11: Unbind nuts and remove from stud. Apply sealant around stud at tile opening and compress with Stainless Steel Hashing (included) until seated. Step 12: Fasten rail with lower and upper 3/8" nuts/washers as shown. ©Professional Solar Products, Inc. Mar. 2011. TileTradis a registered trademark and covered under Pat. #5,746,029 , - · PROJECT SITE: ' ROSARIO ALVAREZ 1012 N. KING ST. SANTA ANA, CA 92703 (714) 541-5616 PROJECT SCOPE: RESIDENTIAL SOLAR ELECTRIC SYSTEM 12X300W ROOF:MOUNTED:PV MODULES SYSTEM SIZE: 3.6 kW DC STC ARRAY AREA: 251 SF ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2013 CA BUILDING CODE 2013 CA RESIDENTIAL CODE 2013 CA MECHANICAL CODE 2013 CA ELECTRICAL CODE 2013 CA FIRE CODE Ihi SHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO PV 2: ROOF PLAN, SECTION DETAIL PV 3: ELECTRICAL LINE DIAGRAM AND NOTES PV 4: REQUIRED SIGNAGE ELECTRICAL CALCULATIONS APPROVED (E)TWO-STORY HOUSE (TREE (N)PV METER&¤/ (N)AC DISCONNECT- SERVICE PANEL (N)" EMT CONDUIT----4 AC SOURCE CIRCUIT EXTERIOR ONLY SjHIET REVIkWE*'' for cdh*finan* to stru*watialydations T#d L. Lacher, RAE. 67656 \ rool Engineering, Inc. ROOF 1 Al (14)8 PV MODULES , MBRed*Fiatg f f . 2500 2304 4*)"re PLANNER -1/9 - 43 DAE .3 *dA* PEg.]ITS ARE { }EQUIRRP-fi TRA)<AfEREA BY / 40"30--1- 6401,(I©Tm¢!41,01,1#*Rift,60:CKA¢:leat1114,0 oct of pius , ir.0 (2101104191!0:1110.tit#'MAtili„ 94.1 otlist /PLANNING 14 CT,ION'REQUIRED|;4¢ t" 11(09 trid Itae,4*¥30 \19 4 tal, tallY &t)1 ROUHi /FINAL *ApN@99:*98 81: m *11®4R. Pmninipof1 44"Net-gmim-*110, O 0NAEn(714) 1... .. 4 4,4 *444-'*:inis!40-40#R#%04.sa#41. r'V• METAU J*FOR FUTURE-RE*@8&49'0 14,26 jwk, 40.48*0 042**t:f 1 .Healthearg,le 14TE' is CHECKED ANt)456Aaitfi0N¥, **e¢f-00 *394%041 f Partners Saoteoy1 f ' Ana OYfittil ?OR TI ONLY 4,39 4-0---11»1O NO EXTERUOR ALTERATIONS ICATION* ---- -8 - ' '' - ...,44*a 2 VICINITY MARL MATERIALS TO MATCH E G N & PV-1 I O SUBMIT LANDSCAPE PLANS <C J (0 - " U SCREENiNG REQUjRED 9!?112:FlgNSIU&*; 1%=%48© WrIMAJ Cm*·L »6£13< * -3"DITIONS:5-9-2-2 E - 66!5zige if Mobil xfbT j N 3ECEIVE' 4' 4 FREE 1 \\MAR O 7 2014 City of Santa Ana ROOF 2 (N)4 PV MODULES \(N)J-BOX NOTE: AC UTILITY SWITCH WILL BE ADJACENT TO UTILITY SUPPLIED SERVICE EQUIPMENT. ARRAY LOCATION 4 /4, 1 SITE PLAN WITH ROOF PLAN PV-1 I SCALE: 1"=20'-0" N t59 3 HOUSE PHOTO PV-1 I PV 1 *Ml (N)PV METER, (14)AC DISCONNECA (E)100A MAI AlxJ SERVICE PANEL \¥ -04 Il(N)" EMT CONDUIT---9 AC SOURCE CIRCUIT " EXTERIOR ONLY \0.-0 (N)J-BOX ROOF 2/ / (14)4 PV MODULES (N)6 ATTACHMENTS/ @64"O.C.MAX 1 ROOF PLAN PV-21 SCALE ARRAY & ROOF INFO )ROOF 1 /(N)8 PV MODULES A. / AN)18 ATTACHMENTS d 5 gg/ -001 / @9*0.GrMAK>MODULE TYPE, DIMENSIONS & WEIGHT ..8% CO Of 0- LU MODULE TYPE=PHONO SOLAR PS300P-24/T 1-(DUJ OCOD MODULE WEIGHT=50.7LBS ittlofIlintl Zz<MODULE DIMENSIONS=77.0"X39.1" = 20.9SF 0 D 00 O 0 0 UNIT WEIGHT OF MODULES=2.43PSF ROOF 1 PANEL WEIGHT PER ATTACHMENT=22.5LBS ROOF 2 PANEL WEIGHT PER ATTACHMENT=33.8LBS CD 8 NOTE: WIRING/CONDUIT RACEWAY WILL BE - - BETWEEN " TO 3" ABOVE THE ROOFTOP 5- PERMIT TYPE:,(BLDG) ELECT PLBGMECH GRADING 00 , -,02 - 0\1, SOLAR MODULE END CLAMP_'b12O '€@t'Je_--_£2>- CONSTR.-1-YPE.....1&._.._..___._UNIRAC SOLARMOUNT RAIL. 412////fCODE EDITION_32Ec-=,&all_____ ttiFLOOD ZONE-.IIi H L I %48< ROOF TYPE- CONCRETE S TILE FLOOD-ZONE CERTiR REQ'D YESNO CONCRETE S TILE- 7-1 -- -802*W%i%ROOF FRAMING- 2"X6" RAFTER @%'BAGIE----------FESNO-=TILE TRAC-i 0503< OCONZ ROOF SHEATHING- PLYWOOD ROOF SLOPE- 30° IRADIANTBARRIERROOFYESENO A '/Illill//,%*5**%*32€3mg:*1_1--0- r - CO RESIDENTIAL DEV. FEE YES \NO /|ROOF SHEATHING-ARCHITECTORmi:,13?fRUCTURAL r-= --:------1-yi ROOF 1 AZIMUTH- 118°1 SCHOOL DISTRICT YES FiC/2"X6" RAFTER@16"0.C.-ACCEPTED FOR CISTRUCTBON ROOF 1 PANEL AREA- 167 SF 1 SEPARATE PERMITS ARE REQUIRED FOR ' -, ZE C3&'704'713€GFBOEp-' 1 EWECTRICAL. PLUMBING & MECHANICAL PLANE 56 ROOF 1 FACE AREA- 326 SF f)/ ) CONEZMINFPE INETRAT'9137 This get 01 plans and specifications must be kept on the R...al or % COVERAGE- 51% at all times and it is unlawful to make any changes c Bbs TS alterations on same without written permission from th toi-Lu 1-0=<0 for con lations City of Santa Ana. ROOF 2 AZIMUTH- 208°r 00rIA acceptance of this plan and specifications SHALL NOI2 CONNECTION DIETA'held to permit nor be an approval of the violation 01 an) 1ROOF 2 PANEL AREA- 84 SF ROOF 2 FACE AREA- 230 SF XI'od L. Lacher, R.C.E, 67656 PV-21 i provisions or ANY Liiy O,difiance or State Law.NS1,- /1 I Date--..........*. i 4- Oog\001 Engineering, Inc. ; z di M% COVERAGE- 37%5 Accepted By -- 1 0<LU ISHE**'REKIEW#4/1Etoulcallcu Crf¥ OF SANTA f'A ,/7.14 --. _»=-al-LH-PV 2X*WjseL_---- (714) 541-5616 JU•i Ut/l BREA, CA 92821 T: 714-676-8888 3 * 23 3 94 2 K I WIRE/CONDUIT SCHEDULE TAG DESCRIPTION CONDUCTOR TYPE/SIZE CONDUIT TYPE/SIZE 1 ARRAY TO TRANSITION BOX #10 AWG USE-2 FREE AIR Bl 1 ARRAY TO TRANSITION BOX #10 AWG USE-2 FREE AIR F 1 ARRAY TO TRANSITION BOX #10 AWG USE-2 FREE AIR BLUE 2 JBOX TO PV METER #10 AWG THWN-2 3/4" EMT 3 PV METER TO AC DISCONNECT #10 AWG THWN-2 3/4" EMT 4 AC DISCONNECT TO MSP #10 AWG THWN-2 3/4" EMT 5 BARE COPPER WIRE #8 AWG SOLID COPPER FREE AIR 6 EQUIPMENT GROUND #8 AWG THWN-2 3/4" EMT GENERAL ELECTRICAL NOTES: 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE-2 OR PV WIRE SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 6. ALL CONDUIT SHALL BE MOUNTED ON THE EXTERIOR UNLESS OHTERWISE NOTED. 7. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS #8 AWG COPPER CONDUCTOR, GROUNDING CLIPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 8. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC 9. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC)fcROINVERTEF 10. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR ' INVERTERS 11. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM12. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT <- READ LINE AND LOAD 13. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET | LOCATIONS ACCORDING TO NEC 314.1514. ALL METALLIC RACEWAYS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS ACCORDING TO NEC \< ' 250.90,250.96 15. GROUNDING BUSHINGS ARE PERMITTED AROUND PRE-PUNCHED CONCENTRIC KNOCHOUTS ON THE DC SIDE OF THE SYSTEM, NEC 250.97 BbWU 16. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUIS EXCEPT FOR SPLICES OR JOINTS --I AT BUSBARS WITHIN LISTED EQUIPMENT, NEC 250.64(C) AC DC MODULE SPECIFICATION NOTES PHONO SOLAR MODEL NO. PS300P-24/T -ACK - Ll PEAK POWER 300W tED-L2 RATED VOLTAGE (Vmp)35.6V E-NEUTRAL RATED CURRENT (Imp)8.44A 0 OPEN CIRCUIT VOLTAGE (Voc)45.6V z U) SHORT CIRCUIT CURRENT (Isc)8.65A D- D INVERTER SPECIFICATION E o 0 05 1- 0 INVERTER MAKE ENPHASE O 0 < LU INVERTER MODEL M250-60-2LL-S2X of LU 1- 00 ZZMAX. DC VOLT RATING 48V OD O 0 MAX. AC APPARENT POWER 250W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 1.0A ARRAY DETAILS NO. OF MODULE PER STRING 12 -W NO. OF STRINGS 1 ARRAY WATTS AT STC 3.6KW al MAX. VOLTAGE 240V 51 0 /0 92 5&NOTE: A CENTER-FED BUS WILL 1 MICROINVERTER MICROINVERTER <-1 NOT BE USED 0/ 00 (E) UTILITYM Bl-DIRECTIONAL ENERGY METER (E) MAIN SERVICE PANEL 100A, 240VAC, 1 PHASE N LLI MODULE M Iii CG AC DC L2 1 AC/1 GIll (N)INTERACTIVE CIRCUIT BREAKERWILL BE PLACED AT EXTREME - END OF BUSS OPPOSITE UTILITY SUPPLY 4 MAIN OCPD 100A 2 POLE (N) AC DISCONNECT 240VAC, 30A, 2 POLE NEMA 3R, UL LISTED (N)PV METER KNIFE BLADE TYPE J-BOX 6 1 ' 20A FUSE 20A, 2 POLE STRING 1 - . 12 PV PANELS 1 c}/-1f r 9 1 1 NOTE: WHEN METALLIC CONDUIT IS USED. IT MUST BE BONDED AT BOTH ENDS.(E) UFER GROUND OR 6=J GROUNDING ELECTRODE UNDERGROUND SERVICE PV 3 (714) 541-5616 All let BREA, CA 92821 T: 714-676-8888 Ill REQUIRED SIGNAGE 1. LABEL FOR JUNCTION BOX: 690.35(F) WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 2. LABEL FOR SOLAR AC DISCONNECT: 690.53 OPERATING CURRENT:12.0 A OPERATING VOLTAGE: 240 VAC MAXIMUM OUTPUT POWER: 3.0 kW THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 7. ON ALL INVERTER AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR CIRCUIT MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. AC CONDUCTOR AMPACITY CALC'S WALL CONDUIT # OF INVERTER: 12 EXPECTED AMBIENT TEMP. (°C): 31 TEMP. CORR. PER NEC TABLE 310.16: 0.96 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 2 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25xl.0x12=15.OA DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: 3. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 3/8" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT: 690.17(4) WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 4. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) ELECTRICAL CALCULATIONS OPERATION VOLTAGE= 240 V OPERATING CURRENT= 12 X 1.0 = 12.0 A MAX PV VOLTAGE & CURRENT CALC'S MAXIMUM AC OUTPUT POWER: 250 x 12 = 3.0 kW ' TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.96 xlx40= 38.4A > 15.0A O.K. 20A PV BREAKER WILL BE PROVIDED - BACKFED 120% RULE PER NEC 690 120% x BUS RATING >= MAIN BREAKER + PV BREAKER 120% x 100A >= 100A+PV BREAKER PV BREAKER <= 20A 20A <= 20A O.K. AC CONDUCTOR AMPACITY CALC'S ROOF CONDUIT SOLAR AC DISCONNECT 5. LABEL POINTING AT OR AT PV BREAKER INSIDE MAIN SERVICE PANEL: 690.64(B)(7) WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE # OF INVERTER: 12 EXPECTED MAX AMBIENT TEMP. (°C): 53 TEMP. CORR. PER NEC TABLE 310.16: 0.76 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 2 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1.0 CIRCUIT CONDUCTOR AMPACITY: 40A SITE PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: FIRE DEPARTMENT REQUIRED SIGNAGE 6. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25xl.0x12=15.OA DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: hr AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR ELECTRIC SYSTEM CONNECTED TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 1.0 x 40 = 30.4A > 15.0A O.K. 10 AWG WIRE IS O.K. 044 4 ke 1. SOLAR AC DISCONNECT O 22. MAIN SERVICE PANEL <3. SOLAR PANELS PV 4 (714) 541-5616 JK 01/l BREA, CA 92821 T: 714-676-8888 I----4<1# 4 M- 1 4 6- 9 )4 101 3- A K AS1©l 2-03 /4