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NECTARINE WAY 16506_14-00002513
LADE LSI1` ORY BUILDING & SAFETY DREAM EXTREME TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT JOB ADDRESS . . . . . : 16506 NECTARINE WAY DESCRIPTION OF WORK . : ELECTRICAL OWNER CONTRACTOR LEITCH, KENNETH L GREEN HOMES OF CALIFORNIA 0165060 NECTARINE WAY OUT OF TOWN BUSINESS LAKE ELSINORE CA 92530 ESCONDIDO, CA 92026 LIC EXP 0/00/00 A. P. ## . . . . . . 389-432-004 9 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION 15 , 000 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 45 . 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R 1 . 95 . 00 1 . 95 PLAN CHECK FEES 169 . 13 169 . 13 . 00 TOTAL 499 . 43 214 . 23 285 . 20 SPECIAL NOTES & CONDITIONSf'' ROOF MOUNTED SOLAR WITH 22 PANELS AND 2 s. INVERTERS 00*01,Fmame (O q2 V l City of Lake Elsinore Please read and initial Building Safety Division __•___1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work On the,job and the structure is not intended or offered for sale. .___3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: r44.I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 T'em ora Electric Service PLOI Soil Pipe Underground EL02 Electric Conduit Under round BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO 1 Underground Water Pipe SSO1 lRough Septic System SWO 1 On Site Sewer BPO5 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PLO3 Rough Plumbing _ EL03 Rough Electric Conduit 4 EL04 Rough Electric Wiring EL05 lRough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPIO Framing&Flashing BP12 Insulation BP13 Drywall Nailing BPI I Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical ME99 *Final Mechanical BP99 *Final Building �- *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval re uired rior to the SP02 UG Gas Piping building being released b the CitX SP03 Pool Steel Rein./Forms Date Inspector SP04 Pool Pimb./Pressure'rest Fire SP05 Pre-Gunite Approval EVMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plaster Approval TUMF SP99 Final Pool/Spa Planning/Landscape Y OF mac. L,A E P D R.F A M EXT R F M F ,. 130 South Main Street APPLICATION FOR APP T ON N 5/ APPLICATI RECEIVED BUILDING PERMIT AP by DATE -� VALUATION CALCULATIONS BUILDING ADDRESS /Lf-Ob /t/t(?,4g /� "'aY 9st FLOOR SF TRACT BLOCIVPAGE LOT/PARCEL 2nd FLOOR SF t4 3rd FLOOR SF O NAME V C L E W MAILING NE GARAGE SF N ADDRESS I 6''0 6 ASGTA91e4 Q w A� E CITY STATE/ZIP STORAGE SF R LAI,C tLSli9(LL CA I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full farce and effect. OTHER: SF O LICENSE# 9r y`G 7 CITY BUSINESS N AND CLASS C /o TAX# fs r vu T NAME % VALUATION: U R �ej �` - A MAILING C A D D R SSiJ"i J-iS I JC�P� I a FEES T ST ="!P PHQNE O �O IG(1dos ` �.5 G BUILDING PERMIT ($ R CON:: TO 'S IGNATU E DATE PLAN CHECK 77 / NAM LICENSE# J� A PLAN REVIEW �' /V R MAILING C IADDRESS SEISMIC H CITY STATEIZIP PHONE PLAN RETENTION J ❑ NEW OCC GRP./ CONST. ❑ ADDITION DIVISION: TYPE: ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: M SINGLE FAMILY ZONE: ❑ APARTMENTS ❑ I certify that I have read this application and state that the ❑ CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: tion purposes. ❑ DEMOLISH 1PRESENT USE OF BLDG: Boa DESCRIPTION Signature of Applicant or Agent Date I'VvF RT r R S ?, 19 Aw Dc Agent for contractor ❑ owner Agents Name 57c vr= 2 F.YN4 Agents Address 37'(r *1 11(6 0 OIL fztvfg5fpc cA gtru3 ;�1 ! q -,2/-_T(3 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: ES Leitch Residence - �oe�° s'o"q� 16506 Nectarine Way, � � o Lake Elsinore, CA 92835 �Q No. C58724 f4o,G 3,. 1 * Exp.3-31-15 Applicable Codes: HIV F OF C AOF� 2013 California Building Code, 2013 Califa �Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are f'c = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 6 2014-1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Roof Trusses: I w = 30 psf x 2 ft. = 60 plf R1 R2 14' Total load on truss = 60 plf x 14 ft. = 840 Ibs �oQROFESSIO No. C58724 * Exp.3-31-15 s�9TF OF AOF���\Q Sht # 2 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Trusses: P P P P W DL+LL =7-7 W DL ILL = 30 psf x 2 ft. = 60 plf 1 1- R1 R2 14' 3` 11' Total load on rafter = 60 plf x 3 ft. + 28 plf x 11 ft + ( 4' x 2.75' x 3 psf x 4 ) = 620 lbs < 840 Ibs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH �OQROWESS/pN9l EFFECTIVE AREA - 15 SQ FT o z INTERPOLATION OF WIND UPLIFT FORCE: �Y No. C58724 * Exp.3-31-15 Pnet30 = -46.5 psf C!v 1�- �P 9T�of C A0 �4�� Sht # 3 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont`d Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support: �oQRo�Ess%q� w. pnet = Kzt I Pnet30 Eq'n 30.5-1 ASCE 7-10 ONo. C58724� A = 1 .35 Wind Speed 130 mph Exposure C * Exp.3-31-15 Kzt = 1.0 CP crvti - �P I = 1 .0 9TF OF C A\-\ � pnetW = -46.5 psf pnet = 1.35 x 1 .0 x 1 .0 x (-46.5 psf) _ -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x 11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs / 1 = 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W ' = WxCdxCt Table 10.3.1 2012 NDS where: W = 266 lbs / in. of embedment per Table 11 .2a Cd = 1 .6 per Table 2.3.2 of 2012 NDS Ct = 1.0 per Table 10.3.4 of 2012 NDS W ' = 266 lbs/ in. x 2.5 in. x 1 .6 x 1.0 = 1 ,064 lbs > 414 lbs OK Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 3.5" lag screws per connection minimum. Sht # 4of6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,900 Sq. ft. Approximate Effective - 2,900 sq. ft. x 30 psf ave. = 87,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-10 Cs - SDS EQ'N 12.8-2 ASCE 7-10 R le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1 .0 IMPORTANCE FACTOR SDS = 2/3 x SMS EQ'N 11 .4-3 ASCE 7-10 Q�oWESSs/ SMS= FA x SS EQ'N 11.4-1 ASCE 7-10 C o 2 SMS= 1 .0 x 1 .5 = 1 .5 W No. C58724 SDS = 2/3 x 1.5 = 1 .0 * Exp.3-31-15 1 .0 ��9TF oF�c AI-�F°���P Cs = = 0.154 EQ'N 12.8-2 ASCE 7-10 6.5 1 Sht # 5 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 87,000 LBS = 13,398 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 87,000 LBS WEIGHT NEW SOLAR ARRAY = 3 PS x 22 PANELS x 3.3' x 5.5' = 1,198 LBS NEW SEISMIC = 87,000 LBS + 1 ,198 LBS = 88,198 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 88,198 = 13,582 LBS EQ'N 12.8-1 ASCE 7-10 % CHANGE = 13,582 LBS - 13,398 LBS x 100 = 1 .4 % < 10% OK 13,398 LBS OK. PER ASCE 7-10 SECTION 11.13.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS Q�o�Essi�N LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. "Alterations are permitted to be made to any structure without requiring the No. C58724 existing structure to comply with this standard provided the alterations comply * Exp.3-31-15 with the requirements for a new structure. Alterations that increase the s seismic force in any existing structural element by more than 10 percent or �qTF OF C AL�F���ti decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht # 6 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: ��of Iss OF ESS/p Leitch Residence -- �oeRwA4 16506 Nectarine Way, CO Lake Elsinore, CA 92835 ._ , No. C58724 Exp.3-31-15 Applicable Codes: i wf "g. � w...dp C�L�l� �F C A0 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are f'c = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 6 2014-1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Roof Trusses: VVDL+ LL — w = 30 psf x 2 ft. = 60 plf R 1 R2 14' Total load on truss = 60 plf x 14 ft. = 840 lbs �oQROF�ss/py�l w. No. C58724 Exp.3-31-15 OF f C A�\F���\P Sht # 2of6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support: �oQRaWssiaygl pnet = KZt 1 pnet30 Eq'n 30.5-1 ASCE 7-10 oNo. c58724 A = 1 .35 Wind Speed 130 mph Exposure C * Exp.3-31-15 KZt = 1 .0 crvti� I = 1 .0 9rF OF C P,et30 = -46.5 psf pnet = 1 .35 x 1 .0 x 1 .0 x (-46.5 psf) = -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x 11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs / 1 = 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W ' = W x Cd x Ct Table 10.3.1 2012 NDS where: W = 266 lbs / in. of embedment per Table 11 .2a Cd = 1 .6 per Table 2.3.2 of 2012 NDS Ct = 1.0 per T able 10.3.4 of 2012 NDS W ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1 .0 = 1,064 lbs > 414 lbs OK Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 3.5" lag screws per connection minimum. Sht # 4 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: ioydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,900 Sq. ft. Approximate Effective = 2,900 sq. ft. x 30 psf ave. = 87,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-10 Cs - SDS EQ'N 12.8-2 ASCE 7-10 R le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1 .0 IMPORTANCE FACTOR SDS = 2/3 x SMS EQ'N 11 .4-3 ASCE 7-10 SMS= FA x SS EQ'N 11 .4-1 ASCE 7-10 C o SMS= 1 .0 x 1.5 = 1 .5 � No. C58724 A SDS = 2/3 x 1.5 = 1 .0 * Exp.3-31-15 LP cw\ Cs - 1.0 = 0.154 EQ'N 12.8-2 ASCE 7-10 OF C 65 1 Sht # 5 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 87,000 LBS = 13,398 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 877000 LBS WEIGHT NEW SOLAR ARRAY = 3 PSF x 22 PANELS x 3.3' x 5.5' = 1 ,198 LBS NEW SEISMIC = 87,000 LBS + 1,198 LBS = 88,198 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 88,198 = 13,582 LBS EQ'N 12.8-1 ASCE 7-10 % CHANGE = 13,582 LBS, - 13,398 LBS x 100 = 1 .4 % < 10% OK 13,398 LBS OK. PER ASCE 7-10 SECTION 11.13.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS QROFEssi0N LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. \N q� "Alterations are permitted to be made to any structure without requiring the L No. C58724 existing structure to comply with this standard provided the alterations comply Exp.3-31-15 with the requirements for a new structure. Alterations that increase the s seismic force in any existing structural element by more than 10 percent or T9rF OF1C decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht # 6 of 6 2014- 1637 Skyline Energy Ken Leitch Residence Date: September 12, 2014 PHOTOVOLTAIC SYSTEM sHEEr INDEX �,no�vo®Alc GENERAL NOTES PV 0.0 COVER & SIT LYy - SCOPE OF WORK: >Ipm -All materials,equipment,Installation and work shall comply with the following applicable codes: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV PV 1.0 ARRAY LAYOUT - -2013 CBC/2012IBC SYSTEM ON AN EXISTING RESIDENTIAL ROOF TOP. PV 2.0 GENERAL NOTES -2013 CRC/20121RC -2013CEC/2011 NEC PV 3.0 DIAGRAMS 012-2013 CMC/2 UMC SYSTEM SIZE: AC/DC kW STC: 6,942kW/7.194kW PV 4.0 CALCULATIONS -2013 CPC/2 012-2013CFC/20121FC EQUIPMENT: PV 5.0 LABELS 2008BuildngEnergyEfficlencyStandards s PV MODULES: (22) SUN POWER 327W PV 6.0 LABELS -Existing plumbing vents,skylights,exhaust outlets,ventilations intake air openings shar not be covered by the solar INVERTER(S): (1) POWER ONE PVI-3.8-OUTD-US INVERTER PV 7.0-17.0 CUTSHEET - photovoltaic system. 1 POWER ONE PVI-3.0-OUTD-US INVERTER .All equipment shall be listed and labeled by a recognized electrical testing laboratory and installed per listing 4 - requirementsandthemanufacturer'sinstructions.jNEC690.4(D)] of '; $ LEGEND .All outdoor equipment shall be NEMA 3R rated,including all roof mounted transition boxes and switches. -All equipment shall be properly grounded and bonded in accordance with NEC article 250. �.. � MOUNT -All circuits connected to more than one source shall have overcurrent devices located so as to provide overcurrent r" gyp. 1 _ ■ ■ PROPERTY LINE shall have overcurrent devices located so as to provide overcurrent protection from all sources.[NEC 690.9(A)j .._._......_.............................__ __ coreDum RUN -Additional equipment of the PV system shall be located outside the building near the main electrical services.[NEC "M� RovF 690.14(C)] RAFTER g C+ ....... _ _------------_ ,rq, ........- -....._........._.-.-........._._.. RAIL -The utility interactive inverters shall automatically de-energize its output to the connected electrical production � � and distribution network upon loss of voltage in the system and shall remain in that state until the electrical y 7', „•�^^'"" / ° °, production and distribution network voltage has been restored.[NEC 690.611 - �+a ; °°° SOLAR MODULE -Due to the fact that PV modules are energized whenever exposed to light,PV contractor shall disable the array "`ty; DRIVEWAY during installation and service by short circuiting,open circuiting,or covering the array with opaque covering.[NEC ,;, ;i / g° e b°o g 690.18] MAIN SERVICE SKYLIGNT -All conductor exposed to weather shall be listed and identified for use in direct sunlight.[NEC 69031(8),310.8(D)] � � -The module conductors must be type USE-2 or listed Photovoltaic(PV)wire.[NEC 69031(B)] (E) UTILITY METER CHIMNEY -All conductors shall be marked on each end for unique identification.(NEC 690A(8)] -All grounded conductor shall be Property color identified as white.[NEC 690.6(8)] (N) UTILITY AC DISCONNECT L-- \ LAWN / -PV system connected on the foad side of the service chsconnecting means if the other 5ource(s)at any distribution (N) (2) INVERTER W/ INTEGRATED DC ROOF OBSTRUCTIONS equipment on the premises shall meet the following[NEC 705.12(D)]: MAIN MAIN SERVICE PANEL -Each source connection shall be made at the dedicated circuit breaker or fusible disconnecting means. DISCONNECT [NEC705.12(D)(1j] [] unm METER g j a -The sum of the ampere rating of the overcurrent devices'in circuits supplying power to the busbar or PV PV METER conductor shall not exceed 120%of the rating of busbar or conductor.(NEC 705.12(D)(2)] LAWN rSUQ SUBPANEL -The interconnection point shall be on the line side of all ground-fault protection equipment.[NEC AC DISCONNECT > 705.12(D)(3)] -Equipment containing overcurrent devices in circuit supplying power to a busbar or conductor shall e / ® oc ascoNNECT u marked to Indicate the presence of all sources.[NEC 705.12(D}[4j] �reS °00F M / ® JUNCTION BOX t' z -Circuit breaker,if backed shall be suitable for such operation.INEC 705.12(D)(5)] nt, ll-M/ INVERTER -To mlmim 6 ize overheating of the busbar in panelboard,the panelboard main circuit breaker and the PP�lower ®, ��� lore') / ..- n MONITORING UNIT source circuit breaker shall be physically located at the opposite end of the busbar.[NEC 7D5.12(D)(71`` pro Is®Q rr�` .......... r-« QRCr sS/QN o -All the NEC required warning signs,marking,and labels shall be posted on equipment and disconnects prior to adyC%'Cy ��- / �(� W• q iu w 0 inspections to be performed by the building department inspector. y f6 - ~ tY Z 6 w o -Metallic raceways or metallic enclosures are required wiring method for inside a building for PVNEC o O1 a No. C58724 w�LU -Flexible,fine-stranded cables shall be terminated only with terminals,lugs,devices or connector that are id �R,e)d t r� �,� "^ Z w¢ 0 °>I I listed for such use.[NEC 690.31(F)&110.14(A)] G.(j1 ° "\ �` ^- . ! % ""~r �°�"" * Exp.3-31.q 5 * � �, 2 m Connectors shall be of latching of locking type.Connectors are readily accessible and operating over 30 volh � ( -� a� D p / �, } Z Z m require tool to open and marked"Do Not Disconnect Under Load"or"Not for Current Interrupting".[NEC 690,�(} t/ % - / p D�Dp ppp �9� C 11/1 ���P m m LL &{E}(2q `' Dip D D p p f F of C AO. -Equipment grounding conductor for PV modules smaller than 6AWG shall be protected from physical damage by a 7 �J pDD p p p raceway or cable armor.[NEC 690.46&250.120(C)] ._ /l �aC...�,, r p p -fine-stranded cables used for battery terminals,devices,and connections require lugs and terminals listed and 'p /� � p G- W W W. Loyd W Martin .corn marked for the use. 690.74 A�� �J�v� �� s D CD� D p z _ (NEC[ ( ]i LAWN , n a n nlar Ctrn nr+f-n nrac Fnninccrinn m V I<Ai VLI LAVLLAIVV VV1�11 lV -Signage on conduit needs to show and be reflexive f p v 1`Y D �"' y i -Paint conduit to match roof and structure i/ DD p D D pD #2014-1637 Structural Only Iz� _j -Carbon Monoxide and Smoke Detectors must be provided and checked at final inspection by Building Inspector. p p ---_ U¢u; d D D APPLICABLE CODES L� w -Ladder must be provided and secured in place at time of inspection. D W w z J POOL Jz Lu © [� • ! �� °nen�e uj 1. 2013 BUILDING STANDARDS ADMINISTRATIVE CODE. PART 1, TITLE 24.C.C.R. Wt2 Y 2.2013 CALIFORNIA BUILDING CODE (CBC), PART 2,TITLE 24 C.C.R. � (2012 IBC WITH AMENDMENTS) SITE PLAN ` c po°p 3. 2013 CALIFORNIA ELECTRICAL CODE(CCC), PART 3,TITLE 24 C.C.R. SCALE: 1/8=t' _� n°D� c (2011 NEC WITH AMENDMENTS) B ,$ 4. 2013 CALIFORNIA FIRE CODE,PART 9,TITLE 24 C.C.R. SHEET: ------------ --- -- - --- -- --- -- -- ---- - - ---- --- - ---- -- -- -- - ----- ---- - 5. 2011 NATIONAL ELE T�tEALCIl01�A 70 -------- - - o- -- ---- LEGEND (D MOUNT (N) MAIN SERVICE . . PROPERTY LINE NOUIT RUN ..................... ........................... CO ROOF RAFTER (E) UTILITY METER RAIL (N) UTILITY AC DISCONNECT SOLAR MODULE (N) (2) INVERTER W/ INTEGRATED DC SKYLIGHT DISCONNECTqC IN CHIMNEY CONDUIT ALONG WALL ❑ ROOF OBSTRUCTIONS MAIN SERVICE PANEL UTILITY METER ............. PV PV PV METER rB�U SUBPANEL DWV VENT Eg AC DISCONNECT DC DISCONNECT ATTIC AIR JUNCTION Box Cdq0NFLT11 _VENT RC 0 F1W INVERTER II] MONITORING UNIT if'i J10ox OOF TQ NOTES 1. THE EXISTING ROOF STRUCTURE IS A CONCRETE S-TILE OVER PLYWOOD I J_ 2.THE ROOF WAS FRAMED WITH DOUGLAS FIR TRUSSES AND INSTALLED 24" D.C. I 2X4 -E6 \AN C, (Z) Z_ DWV VENT 4V 97' i-BOX ON f No C58724"' >-DU ROOFTOP j E9 L- SCALE: ARRAY SECTION IMNV Exp.3-31-15 M Z Lf) W::) Lp ZS CIV w LLI LLJ > OF C AIL. W 0 6- 0 Wx _j LU E: CO) In > av) www. Loyd IN Martin com cn SOLAR MODULE 24 O TOP CypR Solar Structures Engineering fi LL.C. EVEREST CROSSRAIL 48 ', #2014-1637 Structural Only CO (2) 3/8" SS HEX NUTS 3/8"6" SS ALL-THREADS� NOTES Uj > ALUMINUM PRIMARY FLASHING---- W -SEE SHEET PV 6.0 - 10.0 FOR RACKING AND MOUNTING INFORMATION _j 0 Z S-TILE--, -ALL WIRING IN THE BUILDING STRUCTURE TO BE INSTALLED IN CONDUIT LU Nz z_3 TILETRAC ASSEMBLY— (0 LU -ALL CONDUIT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE SECURELY w 0 LU nf OSB_ ........... ATTACHED TO THE BUILDING LID ke T< 1X SKIP SHEATHING t -LABELS TO BE LOCATED AT THE METER ALTERING THE "PRESENCE OF AN ALTERNATE 4 (1) 5'16"x3 S.S. LAG BOLT------- I POWER SOURCE" AT THE SERVICE PAN 2X4 TOPCHORD ARRAY LAYOUT /-PAINT CONDUIT TO MATCH STRUCTURE SCALE. SIGNAGE ON CONDUIT NEEDS TO SHOW AND BE REFLECTIVE -PAINT CONDUIT TO MATCH ROOF STRUCTURE -CARBON MONOXIDE AND SMOKE DETECTORS MUST BE PROVIDED AND CHECKED AT FINAL SHEET: INSPECTION BY BUILDING INSPECTOR L _1LADDER MU",T-BE-PROVIDED4ND-SEC-URED-4N-PL-AGE-AT-TIML-Of-4N-SPFC-T SCALE' GENERAL NOTES SHOP DRAWINGS AND SUBSTITUTES GROUNDING s" 1. THE FOLLOWING NOTES REFLECT THE REQUIREMENTS OF THE ELECTRICAL CONTRACTOR TO INSTALL A 1. PRODUCT SUBSTITUTIONS WILL ONLY BE ALLOWED AFTER THE PROJECT PLANS AND SPECIFICATIONS ARE BID AS 1. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250-GROUNDING OF , COMPLETE ELECTRICAL SYSTEM. SPECIFIED. THE NATIONAL ELECTRICAL CODE(NEC)AND CALIFORNIA ELECTRICAL CODE(CEC)ARTICLE 250-G Rau NDING. y 2. THESE NORES DO NOT REPLACE THE SPECIFICATIONS IF A CONFLICT IS FOUND THE CONTRACTOR SHALL NOTIFY 2. SUBSTITUTIONS WILL BE CONSIDERED DURING THE SHOP DRAWING PROCESS IF SUBMITTAL INCLUDES UNIT 2. VERIFY SPECIFIC EQUIPMENT GROUNDING REQUIREMENTS AND PROVIDE ADDITIONAL SYSTEM GROUND AS - THE ENGINEER BEFORE PROCEEDING WITH THE WORK. PRICES FOR SPECIFIED AND EACH ALTERNATE PRODUCT AND POINT BY POINT PHOTOMETRiCS THAT MEET THE REQUIRED. 3. THE DRAWINGS,DIAGRAMS,AND SYMBOLS ILLUSTRATED ON THE DRAWINGS REFLECTS THE INTENT OF THE PROJECT REQUIREMENTS. 3, THE COMPLETE ELECTRICAL SYSTEM SHALL BE TESTED TO INSURE COMPLIANCE GROUNDING REQUIREMENTS. ELECTRICAL SYSTEMS AND ARE SHOWN DRAMATICALLY. 3. SHOP DRAWINGS WILL BE PROVIDED FOR THE FOLLOWING ITEMS:GENERAL ELECTRICAL MATERIALS,CONDUIT q THE METHOD OF OBTAINING GROUND RESISTANCE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 4. VERIFY ALL SERVICE REQUIREMENTS WITH THE RESPECTIVE UTILITY COMPANIES(POWER,CABLE,TELEVISION, AND WIRE,SWITCHGEAft,PANEL AND TRANSFORMERS,LIGHTING FIXTURES,LAMP TYPE AND MANUFACTURE, THE JAMES G.BIDDLE MANUEL PUBLISHED ON THE SUBJECT. AND TELEPHONE)PRIOR TO SUBMITTING CONSTRUCTION BIDS. CONTROL EQUIPMENT,FIRE ALARM SYSTEMS,AND SPECIAL SYSTEMS NOTED IN DRAWINGS OR SPECIFICATIONS. S. GROUND BUSHINGS TO BE INSTALLED ON ALL BOXES WITH CONCENTRICK KOs. 4. VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY PRIOR TO SUBMITTING ELECTRICAL DISTRIBUTION 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONDUIT,WIRING,CONTROL DEVICES AND EQUIPMENT. 6. GROUNDING ELECTRODE CONDUCTOR TO BE CONTINUOUS EXEPT FOR SPLICES OR JOINTS AT A BUSBARS NEC EQUIPMENT REQUIRED TO INSURE ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. 250.64.0 5, METER PEDESTAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE SERVING UTILITY COMPANY FOR REVIEW 6. NOTIFY THE GENERAL CONTRACTOR,ARCHITECT AND ENGINEER SHOULD A CONFLICT EXIST BETWEEN THESE PRIOR TO RELEASING EQUIPMENT FOR DELIVERY. 7. GROUNDING ELECTRODE TO BE PROTECTED PER NEC 250.641 - DRAWINGS AND THE ACTUAL FIELD CONDITIONS.REQUEST FOR DIRECTION SHALL BE MADE IN WRITING. 7. MAINTAIN WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT PER NEC 110.26 MATERIALS CONDUCTORS REGULATIONS CODES AND PERMITS 1. ELECTRICAL MATERIALS AND PARTS SHALL BE PROVIDED BY THE SAME MANUFACTURE FOR EACH CLASS OR 1. AELCONDUCTORS SHALL BE COPPER WITH AMPACITY RATINGS IN ACCORDANCE WITH THE ARTICLE 310-15 AND GROUP OF MATERIALS. TABLE 310-16.ALUMINUM CONDUCTORS ARE NOT APPROVED FOR THIS PROJECT. z 1. THE CONTRACTOR SHALL PAY FOR ALL PERMITS FEES UNLESS OTHERWISE DIRECTED BY THE GENERAL CONTACTOR OR GENERAL CONDITIONS. SERVICES 2. CONDUCTORS SHALL BE CODE GRADE THHN MARKINGS(24"O,C.)INDICATING MANUFACTURE,WIRE TYPE,AMPERAGE AND SIZE. (DRY/WET)600 VOLT 90 DEGREE C.COPPER WITH 2. THE COMPLETE ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ADDOPTED VERSIONS OF THE NATIONAL ELECTRICAL CODE(N€C),CALIFORNIA ELECTRICAL CODE(C€C). 1. VERIFY ALL UTILITY INSTALLATION REQUIREMENTS FOR CONDUIT RUNS,CONDUIT ENCASEMENT,PULL BOX AND 3. THE MINIMUM WIRE SIZE SHALL BE#12AWG SOLID. WIRE SIZE#8 AND LARGER SHALL BE WIRE STRANDED. c n m 3. NOTHING ON THE DRAWINGS OR SPECIFICATIONS IS TO BE INTERPRETED AS PERMITTING WORK NPT TRANSFORMER LOCATIONS,JOINT UTILITY TRENCHES AND EQUIPMENT GROUNDING. 4. SOLDERLESS CONNECTORS AND TERMINALSSHALL BE USED FOR TERMINATING STRANDED CONDUCTORS#8 CONFORMING TO WITH ANY CODE,REGULATIONS OR ORDINANCE. 2. NOTIFY EACH UTILITY COMPANY TO VERIFY SPECIFIC PROJECT REQUIREMENT AND POINTS OF SERVICE AND LARGER. n a a CONNECTIONS PRIOR TO SUBMITTING CONSTRUCTION BIDS. 5. BRANCH CIRCUIT AND FIXTURE WIRING,SPLICES AND TAPS FOR CONDUCTORS#10 AND SMALLER SHALL BE Z Z EXISTING CONDITIONS 3. SHUT DOWN OF EXISTING ELECTRICAL SYSTEMS SHALL BE DONE AFTER NORMAL BUSINESS HOURS.NOTIFY THE MADE UL LISTED 600 VOLT CONNECTORS AS MANUFACTURED BY IDEAL OR SCOTCHLOCK. a ro GENERAL CONTRACTOR AND HOME OWNERS AND BUSINESS OWNER 48 HOURS BEFORE THE ELECTRICAL m 6. SPLICES NOT MADE WITH WING NUT CONNECTORS SHALL BE TAPED USING 3M"SCOTCH 33"PLASTIC m>m> SYSTEMS ARE SHUT DOWN.SURVEY THE ENTIRE SITE AFTER POWER IS TURNED ON TO INSURE ALL SYSTEMS ARE ELECTRICAL TAPE.ALL CONDUCTORS AND SPLICES SHALL BE MADE IN ACCORDANCE WITH ARTICLE 110-14, w w € 1. VERIFY ALL EXISTING SITE AND/OR BUILDING CONDITIONS PRIOR TO SUBMITTING CONSTRUCTION BIDS. t- I. OPERATING NORMALLY. o to A to 2. NOTIFY UNDERGROUND SERVICE ALERT{800-422-4233)TO IDENTIFY EXISTING UNDER GROUND STRUCTURES 7. CONNECTORS LOCATED IN PULL BOXES OR OTHER SPACE BELOW GRADE SHALL BE WEATHER PROOF,#6 PRIOR TO BEGINNING UNDERGROUND WORK. LIGHTING CONDUCTORS AND SMALLER SHALL USE ULAPPROVED WET LOCATION CONNECTORS.#4 AND LARGER SHALL USE"HI-PRESS"HYDRAULICALLY COMPRESSED HEAVY WALL CONNECTOR AS MANUFACTURED BY THOMAS& >W N 3. WHERE IT BECOMES NECESSARY TO DRILL OR CUTTHROUGH EXISTING STRUCTURES.THE CONTRACTOR SHALL wU NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT PRIOR TO STARTING WORK. SETTS#HS-LR OR EQUAL. w 7)N Uj o 1. EXTERIOR POLE,POST AND BOLLARD LIGHTING PRODUCTS SHALL ON CONCRETE BASES.REFER TO DETAILS AND g, REMOVE ALL DEBRIS AND MOISTURE FROM CONDUITS,BOXES AND CABINETS BEFDR THE INSTALLATION OF THE Z o fr a o 4. INSPECT ALL EXISTING ELECTRICAL SYSTEMS PRIOR TO SUBMITTING CONSTRUCTION BIDS AND ALERT THE SPECIFICATIONS FOR TYPES AND SIZES REQUIRED. w o > ARCHITECT AND ENGINEER OF ANY CONDITIONS THAT CONFLICT WITH THESE DOCUMENTS. 2. REFER TO THE LIGHTING FIXTURE SCHEDULE FOR FIXTURE AND LAMP SPECIFICATIONS. CONDUCTORS. w o Lo > Z n c ° 9. MINERAL C OR LINSEED SOAP ARE APPROVED WIRING PULLING COMPOUNDS,OIL,GREASE OR SIMILAR s CONDUIT CONTROL DEVICES SUBSTANCES ARE NOT APPROVED AS PULLING COMPOUNDS. Lz€ cn 10 o zQ .CONDUCTORS EXPOSED TO 5UNLIGHTSHALL BE LISTED FOR SUCH PURPOSE NEC 300.6.Cl,310.8 D,690. m 1, PVC SCHEDULE 40 CONDUITS SHALL BE USED FOR UNDERGROUND INSTALLATIONS WHEN CONDUIT WITH 1. THE CLOCKS SHALL BE A MULTI-FUNCTIONAL ELECTRONIC DEVICE WITH ASTRONOMICAL AND MULTIPLE o EARTH. FUNCTIONS.TIME CLOCK SHALL BE INTERMATIC#ET700 SERIES PRODUCT.PROVIDE LIGHTING RELAYS FOR ALL 0 ESS/p N 2. CONDUIT RISERS SHALL BE GALVANIZED OR PVC WITH HALF LAPPED IMC TAPE COVERING. LIGHTING CONTROL FUNCTIONS REQUIRED. �QQ \N. Nq� ��,� fit, ,49 o F- 3. THE MINIMUM CONDUIT SIZE PERMITTED SHALL BE Y". " Z w v Z L j> 0 OUTLET, JUNCTION AND PULL BOXES �o. C5a724 ' rr_ C58724 m j 4. PROVIDE GALVANIZED SEAMLESS COUPLINGS AND CONNECTORS(SETSCREW OR COMPRESSION TYPE)WITH a z r w Q Y' �-�t .P z FACTORY APPLIED INSULATED THROAT.DEVICES SHALL BE IN ACCORDANCE WITH THE ARTICLE 348-ELECTRICAL 1. BOXES OR SPLICE BOX ENCLOSURES SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH ELECTRICAL CODE ~ -- Y Q * Exp.3-31-15 � J+ � METTALIC TUBING.ALL FITTINGS FOR OUTDOOR USE MUST MEET NEC 314.15.a. ARTICLE 370.BOXES LOCATED OUTDOORS,WET OR DAMP LOCATIONS SHALL BE WEATHERPROOF. J, Q JA 01 V `� w W VI 5. CONDUITS INSTALLED UNDERGROUND SHALL BE INSTALLED A MINIMUM OF 18"BELOW GRADE.CONDUITS 2. THE MINIMUM SIZE FOR PULL BOXES SHALL BE 19"X 24"X 18"DEEP WITH BOLT DOWN COVERS LABELED TO �9�F C r V y \ lF OF O�� o z INSTALLED BELOW GRADE SHALL BE INSTALLED 24"BELOW FINISHED GRADE. INDICATE THE PULL BOX SYSTEM.PROVIDE TRAFFIC COVERS IN WALKS,DRIVEWAYS AND PARKING LOTS. ��C AL�F - CALSF 0. �`-�- Sheet No., 6. PROVIDE A CODE SIZED COPPER GROUND CONDUCTOR IN ALL UNDERGROUND PVC CONDUIT SYSTEMS. 3, LARGE PULL BOXES SHALL BE SIZED IN ACCORDANCE WITH THE ELECTRICAL CODE REQUIREMENTS FOR CABLE AND CONDUIT SIZE. www. Loyd W Martin .com Scale 7. CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE INSTALLED WITH PULL ROPES,CONDUIT CAPS AND PULLING, SHEET: PERMANENTLY LABELED TO ITS DESTINATION SYSTEM. 4. ALL BOXES MOUNTED IN THE WEATHER MUST MEET NEC314.15.a FOR WET LOCATIONS. Solar Structures Engineering �� 2[�nO #2014-1637 Structural Only qRU EL AL SDf Conduit Schedule TAG Conductors Conduit NOTE: �a990Ess��Ngl ELECTRICAL KEY x'l v #10 Cu PV-WIRE 3/4 in. EMT SINGLE #8 GROUNDING CONDUCTOR USED FOR DC GEC & AC EGC PER ARTICLE 690.47 W /f _��BREAKER A TO STRAIN RELIEF ` c co � V� DESIGN CO DLflO s g THWN-2 3 4 in. EMT ti _��SWITCH ,LR H / NOTE: No. C58724 �8�$11 2CJ THwN-2 IN VERTERISDECSMASTER c SPLICE "- o ALL AC EQUIPMENT RATED TO 250VAC ° a�lu° C �3)#8 THWN-2 3/4 in. EMT p - EARTH GROUND '� Ex 3-31-15 1 8 THWN-2 ALL DC EQUIPMENT RATED TO 60OVDC s� C�vl� rmM� r: a (3)#.8 THWN-2 3/4 in. EMT 9TF ���� -_ GEC - INVERTERITTRINGI G 69G5�MVDTI 11 I"� 540N40.e0irn cW 5LVL 1^w�: ' 7- ILJI (1)#8 THWN-2 OF CALF EGG I`.�I�a�s;�,l ,: .A � ro E (3) 8 THWN-2 3/4 in. EMT # OF MODS. x CEC PTC RATING x INVERTER CEC EEF. = NET NAME PLATE RATING (W) ,NYERTFR= N�K�' 53 IARDEifi� {1) 8 THWN-2 22 x 327 x 0.965 =6630.8W www. Loyd W Martin .comM ; "" L"= z (3)#8 THWN-2 3 4 in. EMT Ac6� F / Solar Structures Engineering (1)#8 THWN-2 EMA4 UL LISTED x Eu°xTcmmrtcUL<tM "��.I= #2014-1637 Structural Only ;Y R15DF6 STAVE JUNCTION D C U."„ER ,: BOX WITH 90'C TERMINAL RATINGS LOCATED ON ROOF A PV INVERTER W/ E F MAIN NYERTER]ESN"aGNG m90.53 mYPTF - (2) MOTION o " MY" RA DC DISCONNECT & INTEGRATED 200A 2P 22-327w PV MODULES TECHNOLOGIES J-BOX 4 AFCI PROTECTION LOAD CENTER W/ (E) LOADS INYERTERt STRINGING 9.53 MRDll ere INTEGRATED OCPD AC DISCONNECT, 1 String(s) of +� J�ox -AC 60 AMP, NON FUSABLE, «` 6 Modules per string OUTPUT C-H DG222URB (120/240V 3WIRE z DC „e SINGLE PHASE) PV 40A 2P MPPT 2U 20A 2P (E) 220A BUS BAR, 1 Strings) of 0 A IP LOAD LINE END-FED 6 Modules per string 240V 2P 3-W 1 _._ -. INVERTERF Gc "CENTER-FED ro _s : - PANELBOARDS ARE c 1 String(s) of -AC NOT RECOGNIZED TO w w ° 5 Modules per string -OUTPUT MEET THE a ro _ DC REQUIREMENTS OF r W T D CEC 705.15(0)(7)' m >m > ..-....-..._._. MPPT 2 i._ . .. ._ ._ - - m � 1 String(s) of .0 GEC IRREVERSIBLY SPLICED - 5 Modules per string UNDERGROUND CONDUCTORS TO BE OTHER OTHER THAN TO EXISTING GEC O INVERTER FOR GROUNDED, (NEUTRAL), CONDUCTORS, (SOLID WHITE, BONDED DIREC c1`�� >t m q i D GREY, OR WITH 3-WHITE STRIPES, 200.6, 200.7, & TO EXISTING GROUNDING - Lu n o �, 400,22), AND GROUNDING CONDUCTORS, (BARE WIRE (E) ELECTRICAL SERVICE BONDED ELECTRODE e WITHOUT COVERING, GREEN, OR GREEN WITH YELLOW TO METAL PIPES OF HOT WATER wc� i W > AFCi PROTECTIONS AS AND COLD WATER. .�( .-J STRIPES, 250.119 & 400.23), AS PER 310.11 O(C) £�,.�_._ - _ ° REQUIRED BY CEC 690.11 J > U NOTES 10. PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED WITH DC GROUND-FAULT PROTECTION. (NEC 690.5) �l��F Ctv . 1F0 ro OF C A� 1. SYSTEM SIZE OF 4.9 KW ALLOWS FOR A DIRECT CIRCUIT BREAKER CONNECTION, SERVICE SIZE 200 AMPS 11. DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.166 (NEC 690.47B) � a ° 2. ALL GROUNDING PER NEC 250 & 690 12, AC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.66 (AND TABLE 310.15 B 6 FOR 3. THE DERATE FACTOR FOR CONDUCTORS IN RACEWAY THRU AN ATTIC per NEC 310.16, THE LOCATION OF THE DC RACEWAYS DWELLINGS) (NEC 690.47 C2) M BENEATH THE ROOF, TO NOT BE CLOSER THAN, AND RUN PERPENDICULAR TO, 10" OF THE ROOF DECK AS REQUIRED BY CEC 13. GROUNDING BUSHINGS ARE REQUIRED AROUND PRE-PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE Lo 690.31(D)(1). SYSTEM. (NEC 250,97) z ut 4. PROVIDE A VISUAL BREAK UTILITY DISCONNECT AT THE SERVICE METER LOCATION 14. THE GROUNDING ELECTRODE CONDUCTOR MUST BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING s �r Q 5. THE PHOTOVOLTAIC INSTALLATION MEETS RPU INTERCONNECT STANDARDS THRU THE INSTALLATION OF A UTILITY DISCONNECT WITH ELECTRODE AND THE PANEL (OR INVERTER) IF SMALLER THAN #6 COPPER WIRE. (NEC 250.64 B) 3 VISUAL BREAK BLADES, IN ADDITION THE INVERTER MANUFACTURE MEETS ALL UL 1741 ANTI ISLANDING CRITERIA. 15. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES WITH IRREVERSIBLE m z Q & WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE COMPRESSION TYPE CONECTOR. (NEC 250.64 C) mY q MAINTAINED IN ACCORDANCE WITH NEC 110.26. 16, THE BACKFED PV BREAKER(S) AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM 7. SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE UNDERSIDE OF THE MAIN BREAKER AND THATA PERMANENT WARNING LABEL WITH THE FOLLOWING MARKING WILL BE PROVIDED Z ° THE PHOTOVOLTAIC PANELS MAINTAIN 6"MIN. ADJACENT TO THE BREAKER(S): "WARNING--PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT 8. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 COMPLIANT. (NEC 690.4D) DEVICE.""(NEC 690.94 B7) sheet No. 9. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. (NEC 250.90,250.96) 17. A PHOTOVOLTAIC METER SOCKET WILL BE PROVIDED WITHIN 10""TO 72""(CENTER TO CENTER OF THE METERS) FROM Scale THE EXISTING SERVICE METER AND THAT IT WILL BE INSTALLED BETWEEN 48""TO 75"°ABOVE THE FLOOR OR GRADE SHEET: LEVEL. NOTE THAT THE PHOTOVOLTAIC METER WILL BE PROVIDED AND INSTALLED BY RIVERSIDE PUBLIC UTILITIES WHEN py 3.0 THEY ARE THE SERV€CE PROVIDER. �t 0 Z 0 Vi d SOURCE CIRCUIT 120%Rule on Main panel Amperage MAX.SYSII-M VOLTAGES:Master INVERTER: MPPT 1 INVERTER: MPPT 2 m DC WIRE SIZE: MODULES PER STRING: 6 6 DC WIRE SIZE: Main Panel OR Sub Bus A 220 MIN.MEANANNUALDB(°C). -12.00 -12.00 SOURCE CIRCUIT(69,lsel.25 NUMBER OF STRINGS: 4 ( NEC2008/2011TEMP.CORRECTION FACTOR 690,71: 1.16 1.14 OUTPUT CIRCUIT(69Ist'1.25'#1STRINGS c CONDUCTORS IN RACEWAY: R Main Braker(Al200 MANUFACTURER'S COFOFTEMP of VOCIMWK: -176.60 -176.60 MIN.DC WIRE AMPACITY: Z NIPPLE(LESS THAN 24"): NO Allowable Input Breaker(A)1 64 TEMPERATURE DIFFERENCE('C). -37.00 -37.00 [690.8(8),2I0.39(A)1,1.215.2(A), I10.140j: WIRE RATING(°C) 90 MODULE VOC(V): 64.90 64,90 THE MAXIMUM OF: TERMINAL RATING(`[) 75 DC EGC Size(Source) CORRECTED MODULE VOC WITH TEPM.FACTOR(V}: 71.43 71.43 L.(INV.OUTPUT'1.25) m DISTANCE A60VE ROOF TO BOTTOM OF THE CONDUIT: 0.5"-3.5" Min.Amperage(A)1 10.09 MAX SYSTEM VOLTAGE(V}: 428.61 428.61 2 _ CONDUIT FILLDERATING: 0.7 Min.EGC Size ##14 .(INV.OUTPUT/ USE F MAX.SYSTEM VOLTAGES:Slave INVERTER: MPPT 1 INVERTER: MPPT 2 DERATE WIRE TERMINALS DEPENDING UPON TEMP. CORRECTED HIGHEST 2%oaDtsIGNTEnaF Pck 6$ MODULES PER ANNUAL ('STRING: 5 5 AC WERE SIZE: TEMPERATURE CORRECTION FACTOR: 0.58 AC EGC Size fsc(A}: 6.46 Min.Amperage(A 20 MEN.MEAN ANNUAL B C;: -12.04 -12.00 INVERTER OUTPUT[Isc•1.25 NEC 2008/2011 TEMP.CORRECTION FACTOR 1690,71: 1.14 1.14 M IN.AC WIRE AMPACITY: 21 MAXIMUM CIRCUITCURRENT: (690.$(A)}(fPVMAX): 8,08 Min EGC Size q10 MANUFACTURER'S COF OF TEMP of Vo mV/K): -176.60 -176.60 [690.8(a),690.8(b),21019(A)1,2151A),I10.34(C)I: o AMPACITY-METHOD A!1.25'MAXIMUM CIRCUIT CURRENT TEMPERATURE DIF€ERENCE °C: -37.00 -37.00 THE MAXIMUM OF: 1690.8(B}(2)(a))(A}: 30.09 MODULE V OC{V: 64.40 64.90 ;.(I NV.OUTPUT"3.25) � AMPACITY-METHOD B:MAX.CIRCUIT CURRENT WITH 89 CORRECTED MODULE VOC WITH TEPM.FACTOR(V): 71.43 71.43 2.1INV.OUTPUT)/CONDITIONS OF USE CONDITIONS(690.8 B 2 b A}; MAX SYSTEM VOLTAGE(V: 357.17 357.17 DERATE WIRE FOR TERMINALS DEPENDING UPON TEMP. MIN.AMPACITY REQUIRED(A): 19.89 MAX SYS I EM POWER GROUNDING SIZE; m WIRE SIZE AMPACITY PRE--TERMINAL COMPARASION(A): 25 NUMBER OF MODULES: 22 GEC %N#RE SIZE PRE-TERMINALCOMPARISON(AWG): 414 - m RATED MAXIMUM POWER k 0.327 NEC 690.47 g WIRE SIZE AM PACITY POST-TERMI NAL COMPARISON(A):, 20 Sized erTable250.166forDC ° m & CEC RATED P01NER kW: 0.308 P - MINIMUM WIRE SIZE(AWG):l 914 CEC WEIGHED EFFICIENCY AC: 0.965 DC EGC TOTAL STC OUTPUT DC(kW): 7.1m Table 2500.122 Z Z INVERTER OUTPUT INVERTER OUTPUT LOAD CENTER TOTAL PTCDC POWER(kW): 6.778 Use 1.56•ISC'Rstrings(if applicable} W w TOTAL OUTPUTAC(kW): 6.541 AC EGC W W m AC WIRE SIZE: (MASTER) (SLAVE) OUTPUT Sized based r W m W m QUANTITY: 1 1 1 h {- CONDUCTORS IN RACEWAY: 3 3 MAXIMUM SYSTEM VOLTAGE: o o m r'n 11L2 NIPPLE(LESS THAN 24"): NO NO NO _.. NEC2008/2011 requires to use manufacturer's Coeffie[ient if available WIRE RATING(`[ 90 90 90 Method A. Voc`M.of modules in series`NEC Coeffiecient 90 ul TERMINAL RATING'C 5D GO Ga QFt4F ESSION Method B:([(T min'C-25`C)•V/°CI+Voc}*I#of modules in series 13 t =v CONDUIT FILL DEAATING: 1 1 1 W q� .,,�� nRULEi W: 0 CD CORRECTED HIGHEST2%DBDESIGNTE&IF#'C}: 46 46 46 J NEC2008:[690.64(8) zo� TEMPERATURE CORRECTION FACTOR: 0.82 0.82 0-82 C� y lQ� NEC 2011:705.12(0)2 W w ur j INVERTER RATED MAXIMUM OUTPUT CURRENTNo.. C5$724 qOL CONDUCTOR= Z w T U 16 14.5 30.5 9 J N m (690.8(A))(IPVMAX}: t� i y� TOTALNUMBEROFBREAK SPEEDING/1.2 2 LE AMPACITY-METHOD A:1.25•MAXIMUM CIRCUIT CURRENT >k E xp.3-39-15 * pp. €Y ¢ $ iL 0 20.00 1$.13 38.13 S Q No•C 5872A %=(2"K"I•L/CM)/VOLTAGE`100 (690.8(8)(2)ja})(A): � C j V[V �\ AMPACITY-METHOD B:MAX.CIRCUIT CURRENT WITH 19.51 17.68 37.20 C OF C A�1FO�i' E (�(j =Voltage Drop ° o CONDITIONS f690.8(B)(2)(b)(A): � "✓ =Resistance of Copper 10.8 @ 20°C MIN.AMPACITY REQUIRED(A: 20.00 18.13 38.13 lq� C`IV. ��^ I W Current o WIRE SIZEAMPACITYPRE-TERMINALCOMPARASION(A: 25 25 40 WWW. Loyd W Martin .cam �DF Q�` L=Length rn Z WIRE SIZE PRE-TERMINALCOMPARISON(AWG): #14 #14 ##10 G��,E. CM=Circular Mills F C 0 WtRESIZEAMPACITYPOST-rERMINALCOMPARFSON(A: 1U 20 40 Solar Structures Enaineering u i max=Max CDndutrurCuireni t- } h MINIMUMWIRESIZE(AWG): #12 812 08 #2014-1637 Structural Only morn=Corrected Allowable Current ��3 J CF Temp=Correction FactorTemp Z`z Cr Conduit=Correction Factor Conduit Fill W �y Z n o � a m Sheet No. Scale SHEET PW 4oO NOTE: CENTER TO CENTER PHOTOVOLTAIC REQUIREMENTS DISTANCE BETWEEN METERS SHALL BE 10" MINIMUM TO wssnm-xoGmwr PALED W9aOM p0mx_VM GuanFM�fH�" z 72" MAX awEn WnM W AW o saga-Mx s INp1M RATEDOURW CINI M OF DE aUacE owrR m(f IKSEAuru}-�.mG' .01 Mpharl EEE.m sm wzw.co MOF iG11CH TFH/W&Tufts ar IaDfla EEWW MOCK IDd M IF A Gwm FAULT IS TOlow.flNKUY UE IM I.a1�0 MM UAY BE i>�N TIE 0"PC6flw MWO[aoUC M WY SE UNp-0D'UM MA E)OGM. MAIN SERVICE 01 m AC ON r-OI=fCTQRY FEL E FER NEC 705.10 DISCONNECT I e METER i INVERTER W/ ® I --- DC DISCONNECT ------' OFF N • i i i • i • NING —'� THIS sERNCE METER IS ALSO SERVED BY A ppfESSPHOTOVOLTAIC POWER MAX AC OUWUI NOMINAL OPERATING AC VOLTAGE_VOLTS �wQ4 4 \N A4.1 F o �• WARNING z PHOTOVOLTAIC CONNECTION.Do NOT RELOCATE w No. C`972A �°' THIS OVERCURRENT DEVICE oC ) THIS LABEL SS TO BE LOCATED ADJACENT TO THE PV BREAKER. 41 RECOMMENDED SIGNAGE OKB�E~t1NG SPECIFICATIONS: Q NOTES: IF THE PHOTOVOLTAIC DISCONNECT IS REMOTE AND NOT WITHIN A. RED BACKGROUND WITH WHITE LETTERING Z Z SIGHT FROM THE MAIN SERVICE DISCONNECT, THAN A DIRECTORY B. 3/8" LETTER HEIGHT W Z SHOWING THE LOCATIONS OF THE MAIN SERVICE DISCONNECT AND THE C. ALL CAPITAL LETTERS m PHOTOVOLTAIC DISCONNECT MUST BE INSTALLED AT THE MAIN SERVICE D. ARIEL OR SIMILAR FONT a W w a PANEL LOCATION. SEE REVERSE SIDE FOR SAMPLE DIRECTORY. m m> E E. WEATHER RESISTANT MATERIAL. (#.e. ENGRAVED PLASTIC) m r n o a o N 48" TO 75" ABOVE THE FLOOR OR } N • GRADE LEVEL TO CENTER OF METER NOTES 1. PROVIDE A LABEL OR MARKING IN A VISIBLE LOCATION NEAR THE GROUND-FAULT INDICATOR STATING THAT 'IF A GROUND FAULT IS z a a g o INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE ENERGIZED AND UNDERGROUNDED". (NEC 690.5 C) ail o > m ° Z, 2. THE PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS THE 'PHOTOVOLTAIC w 0 ' wm ox Io �i DISCONNECT FOR UTILITY OPERATIONS*.(NEC 690.14 C 2 AND NEM 6.3) w N M ®® , Q�tOF E$S/�� 3. A WARNING SIGN SHALL BE MOUNTED ON OR ADJACENT TO THE DISCONNECTING MEANS AND SHALL STATE "WARNING—ELECTRICAL E y�'Q z 0 �p q� SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN m m ro POSITION.-(NEC 690.17) o 0 c, 4. A LABEL OR MARKING SHALL BE PROVIDED AT THE PHOTOVOLTAIC POWER SOURCE (TYPICALLY AT THE INVERTER) INDICATION THE m FOLLOWING: N0. C58724 a. OPERATION CURRENT I * Ex 3 31-15 * b. OPERATION VOLTAGE P' c. MAXIMUM SYSTEM VOLTAGE Ll U1 d. SHORT-C#RCUIT CURRENT (NEC 690.53' J' 3 F Ld 0 5. AT THE POINT OF INTERCONNECTION BETWEEN THE PHOTOVOLTAIC POWER AND THE UTILITY POWER (TYPICALLY AT THE BACK-FED w qT OF C A��F PHOTOVOLTAIC BREAKER AT THE SERVICE) A SIGN OR MARKING SHALL BE PROVIDED TO IDENTIFY THE MAXIMUM AC OPERATION w Q Q CURRENT AND VOLTAGE. (NEC 705.10) „ J www. Loyd W Martin .com 6. A SIGN SHALL BE PROVIDED AT THE MAIN ELECTRICAL STATING: "THIS SERVICE ALSO SERVED BY A PHOTOVOLTAIC SYSTEM." z Solar Structures Engineering 7. (NEC PERMANENT PLAQUE OR DIRECTORY PROVIDED THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC a #2014-1637 Structural Only SYSTEM DISCONNECTING MEANS SHALL BE PROVIDED IN THE TWO DISCONNECTS ARE NOT AT THE SAME LOCATION (TYPICALLY WITHIN Sheet No. 10 FEET OF EACH OTHER AND WITHIN SIGHT OF EACH OTHER—W(TH NO FENCES OR OTHER BARRIERS BETWEEN).(NEC 690.56 B) 8. INDICATE THE SIGNAGE OR LABELING SPECIFICATIONS. THE FOLLOWING STANDARDS ARE RECOMENDED: Scale a. RED BACKGROUND WITH WHITE LETTERING ON WEATHER RESISTANT MATERIAL (i.e. ENGRAVED PLASTIC) SHEET: b. 3/8" LETTER HEIGHT—ALL CAPITAL LETTERS pw 6.0 c. ARIAL OR SIMILAR FONT v 0 Z 0 DIRECTORY 690.5(c) NEC 690.31 (E) 3 & 4 s PLACE THIS LABEL ON INVERTER(S) OR NEAR PLACE ON ALL JUNCTION BOXES, EXPOSED CRC R33/.22 PHOTOVOLTAIC GROUND-FAULT INDICATOR (OR INVERTER(S) U.O.N.) RACEWAYS EVERY 10' INSTALLATION GUIDELINES LABELS PLACE ON ALL CONDUIT,LOCATED ON ROOF, INTERIOR AND EXTERIOR, EVERY 10 FEET O.C.; WITHIN 1' OF PHOTOVOLTAIC POWER NNW TURNS OR BENDS, ABOVE AND/OR BELOW PENETRATIONS AND ALL DC COMBINER AND JUNCTION e� ° BOXES, IN %" WHITE LETTERING ON RED BACKGROUND, ON FADE—RESISTANT MATERIAL: SOURCE SIGNAGE ON CONDUIT NEEDS TO SHOW AND BE REFLECTIVE z° ELECTRIC SHOCK HAZARD NEC 690.35(F) IF A GROUND FAULT IS INDICATED, PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, NORMALLY GROUNDED CONDUCTORS DISCONNECT AND DEVICE WHERE ENERGIZED, UNDERGROUNDED y MAY BE UNGROUNDED AND ENERGIZED CIRCUITS MAY BE EXPOSED DURING SERVICE: NEC 690.17 NEW PLACE THIS LABEL ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION ELECTRIC SHOCK HAZARD z THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED No= AND MAY BE ENERGIZED a 0 U ELECTRIC SHOCK HAZARD 3 0 DO NOT TOUCH TERMINALS NEC 690.54(F) v p o TERMINALS ON BOTH THE LINE AND LOAD PLACE THIS LABEL AT "INTERACTIVE POINT OF Z z SIDE MAY BE ENERGIZED IN THE OPEN INTERCQNNECT#ON"(AT MAIN SERVICE PANEL AND W a POSITION SUBPANEL IF APPLICABLE) a W a m >m> v INTERACTIVE PHOTOVOLTAIC POWER SOURCE ROFESS/p 3 NEC 705.12(D)7 RATED AC OUTPUT CURRENT (A): 30.5A �Op W, �9l n m o N PLACE THIS LABEL AT P.O.C. TO SERVICE NOMINAL OPERATING AC VOLTAGE V: 240V �, DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL (AND c7 a SUBPANEL IF APPLICABLE)) CC No. C58724 0 INVERTER 1 MPPT 1 DC DISCONNECT INVERTER 2 MPPT 1 DC DISCONNECT W N o 0 �C Exp.3-31-15 * a INTERACTIVE PHOTOVOLTAIC POWER SOURCE INTERACTIVE PHOTOVOLTAIC POWER SOURCE w 0 > INVERTER OUM9 COUt+EM RATED MAX POWER POINT CURRENT (IMP): 5.98A RATED MAX POWER POINT CURRENT (IMP): 5.98A ��9 C 1 V ��Q z it°LU o Q �U RELOCATEE RATED MAX POWER POINT VOLTAGE (VMP): 328.2V RATED MAX POWER POINT VOLTAGE (VMP): 273.17V lF OF C pL�FQ� }>> m E y v Q z MAX SYSTEM VOLTAGE VOC : 428.61V MAX SYSTEM VOLTAGE VOC : 357.17V LL tnm NEC 705.12(D)4 SHORT CIRCUIT CURRENT (ISC): 6.46AI SHORT CIRCUIT CURRENT (ISC): 6.46A www. Loyd W Martin .com o o PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER Solar Structures Engineering TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE INVERTER 1 MPPT 2 DC DISCONNECT INVERTER 2 MPPT 2 DC DISCONNECT #2014-1637 Structural Only M SOURCES. INTERACTIVE PHOTOVOLTAIC POWER SOURCE INTERACTIVE PHOTOVOLTAIC POWER SOURCE Uj RATED MAX POWER POINT CURRENT IMP): 5.98A RATED MAX POWER POINT CURRENT (IMP): 5.98A cri ;. RATED MAX POWER POINT VOLTAGE (VMP): 328.2V RATED MAX POWER POINT VOLTAGE (VMP): 273.17V ��3 m MAX SYSTEM VOLTAGE VOC: 428.61V MAX SYSTEM VOLTAGE VOC : 357.17V W_LU z Q CONTAINS MULTIPLE POWER SHORT CIRCUIT CURRENT (ISC): 6.46A SHORT CIRCUIT CURRENT (ISC): 6.46A V a J SOURCES W a L Sheet No. Scale SHEET: py 6.0 fl€f SS/ 0 e 1 No,C 5$72A `� Ev• f �f�TF F6 pal GENERAL SAFETY INSTRUCTIONS ESSENTIAL:THE MATERIALS REQUIRED z Mounting systems for solar technology sefovvisa reference for the parts require'dtoassemble the Everest CrossRail system.Exact qurntities are based Everest Solar Systems•General Assembly Instructions must be followed to maintain the exclusive,limited pro- on your project requirements, alai systeur' ductwarrarty. You can access these Instructions at Everest Technical info Page http:tiwww.everest-solarsystems.com/us or by contacting us = directly. Code compliant flashing compatible to the relevant roof with appropriate fastening fixtures In general,the following applies: e.g.QuickMount PV Systems should be installed by experienced contractors licensed and qualified to perform the work with pro fessional workmanship and quality. L Foot Material:Alummum o Before instdlWiun,Contractor must verily thdt the system meets all applicable laws,leguldtions,cxdindnces, and codes.Contractor shall verify,tha:the roof or other structures to which the system is being attached are capable of carrying the system loads. For information about the dead loads of the va•lous system compo- T Bolt 28/15 M10x30nents,Contractor should review the Everest Technical information page at May.ria:s<ainlrss stye' http://www.evere st•so lamystems.com/us/downloa ds/techni cal•informa do n.html or contact us directly Alternatively:T-Bolt 20.112 MWO for CrossRM 36 [ 1 f023II7 Contractor is solely responsible for work safety and accident prevention regulations and corresponding stan- Self-locking nut M 10x 110r.°°a? o Bards and regulations of the applicable occuoational safety and health agency are followed,including: Safety clothing is worn such as safety helmets,work shoes,and gloves. tvtnterid stav,E'ss steer,d'nm:SW 15 0 ov -Wipre requitod,the rantractor shot:ld ace fall protrttion,scaffolding with arrestor equipment and other 1 1 DC°fi4' .� approved melhods for worker safety Alternativoly MSx for CrossRoil 36 Q Contractor shall verify that it is usinq he most current instructions by downloading the latest version from CrossRail 36 or item number Z Z our webs to or contacting our of ice directly. ' system-specdrt W i'S F,tatena A u 6 or y in Module manufacturer installatior guides mast be followed.Please use approved electrical bonding and s W r W 'g grocnding components that are required by the local or national codes and AHI. c 1 j m W t✓ u - -,-•" CrossRail 48 or item number .�In N Q A copy of these instructions must be on site,and read and understood by all workers during installation - Matena:Aurninum ss-em sir,cifir o n rn a In the event our genera installation and assembly instructions are not followed,or that not all system compo- nents and assemblies are used according to these instructions,or that components are used which were not o obtained from us,Everest Solar Systems a not liable for any resulting defects and damages,and the exclusive, a'�"3 1 rtem number E9 t D limited wawa will be void. CrossRail 80 �z 0 x my system specific W R too 0c _�_•,�,�, Materia.A u mrrum s The exclusive,limited produ❑warranty;ha!I apply only if al:instructions are strict:y adhered to and the sys ��� W po U tem is co rectly installed.Everest Solar Systems disclaims any,and all warranties,express or impl!ed,including ru� ASSEMBLY INSTRUCTIONS without Imitation any warranties of merchantability and fitness for a particular purpose other than as set Rail Connector Scat CrossRail 48 or l fJ� (2001196 z o� O d forth in the exclusive,limited warranty in the terms and conditions of sale,which can be viewed under on our wni�x RESIDENTIAL R00€ SOLUTIONS website:http://www.everest-sclarsystems.com/ustdownloads!technical-information.html w Rail Connector SetCrossRail80 .rt�:, t°0239Z > > v l=Y�a x>. FAat2ria-A umirum N M 9 C R O S S RA 1 L SYSTEM ,line dismantling of the system should be in reverse order of these assembly instructiore. Y, Alternatively:Rd I'Connector Set Cros Rail s6 o 1002389 1 a 0 o USA Safety Regulations 0%a 113 Materials Required i 5 i 13 c¢ 12 u�3 fn �o00 ESS/pN� W^a I:- U z ar No. C58724 Sheet No. * Exp.3-31-15 www. Loyd W Martin .corn Scale rs� cr v y� �Q Solar Structures Engineering SHEET: 9TFaF�AL�FO�� #2014-1637 Structural Only PU 7n0 s z m m AT A GLANCE:OVERVIEW OF THE TOOLS CROSSRAIL INSTALLATION Module End Clamp Set Standard I Item^rumber z tiytilbr-1 sfxrifir fvia_e€tali al:,ntinunt Place the CrossRail on the We of the L-roof lacing the roof Everest SUfdt Systems are designed to make installation easy and fast.The basic tools required to asstnnble'lte ridge insert the T-Bolt through the slot hole of the foot into parts are listed below as a guide. =" Module Middle Clamp Set Standard I tlerrrtnnhpr •., the lateral channel of the raiL Turn the TBottc:ockwisema- s stein specific king sure that the groove mark on the top end of the T bolt — Y p is upstanding.Put the appropriate self4ocking nut onto the N Ma-erial�al:,rminun c � w TBUIL adjust the height UI the rail and tighten the nut with Torque wrench a torque wrench using a torque 25.8 Ibf-ft(3SNm)for MIO, With attachment for SW 13,SW 15,FIN 6 11.8 Ibf-p.(16 Nm)for M8.Make sure tfw the tup of the ADDITIONAL MATERIALS FOR CROSS BRACING Crossilailis located above the top of the L-Foot.Check Once more if the groove mark on the top end of the T-Boll is up- Measuring tape standing.otherwise disassemble and repeat this installation step. o Climber Set 62/90 1 1006047 Due to thermal expansion,we recommend to break the Cordless Screwdriver rows after(20 m),L•owever,no further than(24.4 m).The o d Material:stainless steel.plastic Z With attachment for SW 13,SW 15,KW 6 minimum spacing for separation between themro K2 rails is Tools and materials for the installation of third party items such as roof attachment products,roof covering and Ma ier ab equired.CrossRail.T-Bolt ME w WO,sel`-kxk.ing sealing products or items used for bonding and grounding are not listed here.Please refer to the inssruct ons of nut MR or MI1 U o ;hose third party products. m OPTIONAL MATERIALS RAIL CONNECTOR ASSEMBLY m o End Cap for Cros513ail 48 1100476E BONDING AND GROUNDING: 107 lign the hva ra11 ends next to each other(Rail Joint)and Z Q Rf,;tcrial:gals librc rt3nlorccd puly:nnd sli the flat!Connector from below aligning the midoEe W } Of Ih Rail Connector near the Rail Mint.Connect the Rail m Appropriate means of bonding and grounding are required by regulation.Everest 0. IY m lternaiivei Errol Cap`or CrossRail 36 or 10-4767 solar 5 tcros meets these to Connector to each rat!using 2 T-bolts,4 Molts total,and 4 � Y I ys quirrntenu on the Cnr..ReR systcrn by Incorporating -ter"r Id w m � hnci Lai)for Lross�tail W the Everest Solar Raff Connector Set and the successful) tested 8urnd WEER _�. self-locking nuts.The rail Joint may not be in the ran a of �• I 12001221 y y the L-Foot or roof tenet lorque:25.8 Ibf•ft KMC and LNFFB I ttg R.O.The CrossRail 48 Rail Connector Set and Ehp Cro55RaiE 80 I ,Q, C E ur r (35 10,1 t. (i{aLf for M8 m in I;OOf 14 hail Connector set is ETL listed to UL 467,1(used and installed with Everest Solar m N o N T-Bolt 28/1 5 M8x2O I US systems racking systems as described QRQ F ES Fcr bonding with WPFP.-I tag on CrnssR:rf 48 A CrOSaRail 8o GstEti in this atarival and Under the following cor4tiuim the torque complies with the O /� values given in this manual,non-anodized aluminum is used and the maximum a o I n to ate k conductor sin of the system isAWG 6.Please cominur to step 4 of this menu- ,` , ',p (� o t al for instructions to install the Rail Connector.Refer to the Burndy Installation O J` z External Omega cable clip I I cor,�'a Manual to review how the wafts KMC and wFEa I erg 8.0 are to be used In con- `� C w g p 400802 9 junction with the Everest Solar Crassitail system.The Burndy Installation Manual is �'�t872.a m w Matorial.polyamid.back available on our webshe: o >o l w everest•solarsystems.comlusrdownlosds/technical-nformati- on.htm Z LIU 2¢IV o t� JLUw Nw I Alters for I rossRail 8a L � i? in Z ate„ W Mfaterak requ 0 6113 1 o_IS ke d I W 7I1g installation. f s = U � Materials Required quire _ _ros.Rail System 1.5 9 113 a w 1l-'v`n J^w I!} �OQROF ESS/ON9` z Y c� 2 Z Z No, C58724 www. Lod W Martin .con Sheet Ne. y * Exp.3-31-35 Solar Structures Engineering s� C I V 1 Scale SHFFT #2014-1637 Structural Only gTFOF CA1�Fp�� pW 8.0 s Z Ufa N V ATTACH MODULES o L'a14U17U1'A IU:112 hJ y Z CROsSRAlL MOUNTING SYSTEM EVALUATION !�30,2013�PAGE 2 Olr 3 The slot nu:M K2 is firs)inserted into d,e K2 CrossRai)and )an 30,2p14 "" rotated clockwise by 90 degrees.Is the end damps and applicable middle clamps are delivered as a set,the entire set must be Everest Solar Systems,LLapplicablesections of the 2013 CRC. For designated Case Study areas noted!n the 2013 Triennial fixed to the rail in the same way. 3809 Ocean Ranch Blvd,Suite I I I Edition of Title.24,California Code of Regulations,refer to local jurisdiction requirements for snow ar 5 Occonside,CA 92056 and wind load determination. Seismic criteria were not considered per provisions of ASCE 7-10 N 5^ Attach module to the mouruhtg rails accunkng to the Attn:Andy Neshat Section 13.1.4. manufacturer's instructiors.Attach module at the end of each row with end clamps and Cap screws M8 as well as ltE: CrossRail PYPanef Mounting System Evaluation the slot nuts. Loading Parameters: To whom it may concern: o Ground snow load:Varies Never mount end clamps dirertly an the rail jnint or end of o Ultimate 3-second gust wind speed(V)=110.170 mph �. the rail!(Spacing:min.I"(20 mm)from end damp).Con- tractorBuilding shall verify that it follows the mounting instructions Per your request,Moment Structural Engineering Group has performed a comprehensive structural of the module manufacturer, analysis of the Everest Solar Ct'ossRail Solar PV Mounting System ror typical installations ill tine o Roofwind pressure region:7.one t-Zone 3 S111s�.I1fS:nliLtt�uia• When installed per the conditions and design criteria described herein,the o Structural risk categury:11 z Tighmning torsion 10.3Ibf-ft(14 Nm). CrossRail Solar PV MountingSystcm is compihmt with the sections ofthe design reference o Wind exposure; E,C,U Walerids requ'neth End Cfarrp Set documents noted below. o Panel orientation:Portrait or Landscape o Panel installation angle:plush with ruol'slupe u Roof slope(B):Varies m ATTACH MODULE GAPS Design Reference Documents o 0 20I3 Triennial Edition aflttie24,Colifor7da Code ofRegulations. a m R is Attaching with Standard Middle Clamp Based on Y01llnternaUorlal Building &20121nfernatianaf Residential Lode Design Results o o A.W.F/SE17-10-Min imunt Design Loudsfnr Buildings and fhherStructures The allowable span lengths of the system are principally controlled by applicable wind(speed, Z + r rG Use two standard middle clamps between two modli es, ci 2010 Aluminum Design Manual, the Aluminum Association exposure, ressure zone and snow loads to the structure.Refer to the CrmsRail s an tables in the Q r >? by p P ) P Z i Z se.,eh also need to I><•xr�.ved with ea screws Mfl in the j' _r �+ p Z combinations of U1cse �a ��rr�.+ �� o Sectimt and materials data provided by Everest Solar Systems appendix to this document for rc'cunsmended rail cunfiguratiuru based tin t } } •� ���r�.� slot nuts.Contractor shalt verify that it follows its moun- t r ang instructions of the modofe manufacturer)Tightening Rait section properties appear in Table 25 of this report loading parameters. The reaction loads provided in the attached tables are only applicable tivhea it � ,, ��++" ..��++ �! torque 10.3 thf-ft(14 Net) used with the span length recommendations provided herein. W W m WOODtdatrril s mgtdn-!d:MOON'C,Irnp in Overview ,Qr� c Ld n o AMy� y The CrossRail PV-pane(roof mounting system consists of extruded alum Inurn support raifs,module installation Notes m p to clamps,attachments,and fasteners spanning between points of attarlimcnt on an existing roof The foliowing guidelines apply to all Installations using the CrossRail product line: sfRtcture.Attachinentofthe CrossRail Mounting System tothe existing roof structure shall be the . Tables assume two Independent support rails per panel with portrait orientation,orshared a o responsibility of the installer,and should be analyzed bya registered design professional where intermediato rails with pants in landw,apa orientation. C}J 26 OPTIONAL:7 PUT IN END CAPS required by the local authority having Jurisdiction. • Maximum end cantilever of aluminum support call shall not exceed one-third(1/3)of lyz z W •"�'" � allowable span in the roof wind pressure zone ofthe cantilever Pwl,the pins of the appwp,iate end cap into end of the • Rails shall be contlnuous(not spliced)over a minimum oftwo supports W gO U rail. Methods&DesignPararneters . Installations over roofoverhangsorwithin10"ofanyroofedgeis not advised Wwa > r Observe all focal urisdictional requirements regarding roof setback requirements Z LU us �°x W.ateria s required:end cep Applicable combinations of dead,wind,and snow loads were evaluated in accordance with current I 4u q �LU CC m w code requirements to dc£crmine allowable rail span lengths,based on assumptions of single-span €Y v Q z" conditions and allowable deflection of L/120. C 0)m —b°o LE a m Design wind pressures were determined using Components and Cladding calculations in Chapter p j see„ 26-30 of ASCC 7.10,using the loading parameters listed below. Configurations not conforming to 4-y` 10 these parameters will require additional analysis. Calculation of applicable roof snow load should G — �OQ(ZQfE$S/OjV9 be based upon ground snow load maps and equations and factors of ASCE 7-10,Chapter 7 and R�FEss�a J mament$TRUCTURALENCINEERINGCRaUPLLC. Mo entstxnr. = Q u} to-,of CossRij$st:^n1f51l - , =1'530 WarwickAve,"uite CSafair O U F�} W C9 N In a No. C58724 Z Z * Exp.3-31-15 * a. C 58724 ram` x QEV. .��_ r W Z " �qrF O !v o. FALIF���\ �t Sheet No. ,,-� www. Loyd W Martin .cam Scale SHEET Solar Structures Engineering pW 9a0 #2014-1637 Structural Only 0 Z O y Q O z CROSSRAIL MOUNTINGSYM-M EVALUATION APPENDIXh PAGE-Or 25 CROSSRAIL MOUNTING SYSTEM UVALUATION APPENDIX I:PAGE C,OP 25 :-: it Ian 30.2019 Ian 30,2014 CR0SSIUIL1tUUN1'1NGSYS'f9H UVALUATION Jan 30,20130 PAGE 3 OF 3 Table 5:Meal—span te h in,-W"EXPOWN C Condition Tab1 a L:maximum uplift 1 -Wind Exposure C Condition Expanure "I"',E+malwe tll6ma:e Rnpf9n4wlnaA lFa}Y wl�d" Ran T've Pnof ergwlnaA loxO C' Wifospeed.Ran Tenn `' v(mpnl 0 ]0 20 30 40 SO SImPA nee!v 0 10 20 30 40 50 y 110 XW 113 108 93 8o 71 64 110 X80 •394 -377 •324 -279 .243 -223 m X48 77 74 GG 61 5G 52 08 -269 -258 -230 •213 -195 •101 11.5 MCI 109 107 93 80 7I 64 715 x80 -420 -412 .358 -308 •274 -247 SU3nInA4'y X40 74 73 65 so 56 52 X48 -285 •281 -250 -231 -216 .200 r XSO 106 ]OS 92 79 71 64 %80 -447 •"1 -388 -333 -300 42 0 This assessment has provided design validation for code-compliant installations of the CrossRail PI g 120 € 12D x4s a04 304 274 253 236 219 Mountingsystem hi the State of Califomia. For the configurations and design loadings noted X48 72 72 65 60 56 52 Y B B g XRD -wl •sal •4su -393 -35r -22i _ previously,the attached span cables represent inaOrnuln span lengths based an allowable stresses xRo 100 00 s0 YB 70 ba 130 X48 -241 •341 -316 •296 -276 -261 h' P Y. pe I 8 X48 68 68 63 59 ss 52 E O and deflection criteria.For all other configurations,refer to Everest Solar Systems for engineering I40 K80 95 95 89 77 60 61 a` 140 X80� •559 -s59 -523 -451- -40S -3rw suppurt. X48 64 64 62 58 54 51 ; X48 -376 -376 -365 -341 -317 .300 ISO NRD 91 91 R7 7fi fill 63 NMI -filR -618 -590 •53K -461 •07R 0 150 This report does not provide analysis of any existing strictures,as may be required by the local X48 61 61 61 _17 S4 51 X48 •414 .414 -a14 •387 -386 •346 authority having jurisdiction. 1W )(48 59 59 59 m 68 67 X8o 676 •676 •653 -533 -52S -482 56 53 50 .-_1-.........X48, 358 •A58 -458 -435 •d12 .-398-_ X80 87 87 84 7S 68 G2 X90 176 •676 463 -583 528 482 170 We appreciate the opportunity to have assisted you with this project Should you have any further __ 17D X48-,_-_S9 50 59 _ 16 ___53_ SO x48 -458 ASS •458 _435 -412 -MR 0 questions regarding this analysis,please feel free to contact us by phone Or email. 110 X80 93 93 9D 80 71 64 X8o -590 •$90 •571 .507 -450 -406 X48 63 a 63 61 56 S2 150 X48 400 •400 -400 387 -3s5 -33D c Dent Regard_ ;1 Nan W 90 87 Bo 71 64 n 115 I O N o f..tNpPESSIpI O O X48 -425 425 -605 -418 -490 -445 362 m a Si ry 11S X48 63 61 61 W 56 52 X48 -425 •663 -475 •602 -541 •487 x80 87 B> 85 79 71 64 h- o x8D -663 -G63 -647 •fA2 -541 •487 Z X4B 59 S9 59 59 56 52 ^ 12o K48 -I49 A49 •449 -M9 -A26 -396 ram•--••� a Z -575 )AID 82 Q 81 71 70 Ga -494 •467 vt 130 XSO -737 737 728 -674 -629 [[ 1 >- _ 130 X4tl -SU! •50:1 •51T3 •SU3 f L5S W W ,K C X48 56 56 56 55 55 52 p C W �I O a X80 _W •812 -797 •755 -713 -661 ro 1 T !-No.12-31 J .k � a X80 78 78 76 72 68 63 ¢ 0 14D X48 -556 •556 •556 •556 •556 W W X48 S3 $3 53 53 S3 51 .'`•y a` CI V11• aQ';% xB0 75 75 M 69 fS Q 150 X811 -007 •907 -883 •834 -766 -750 e elf - t;tY,s X48 •617 •617 •G37 -617 •GIT •605 Z •q r I- d A 8 xAa Sis1 u s1 s1 sl so v 2 .... 180 %&! 71 71 69 66 63 60 i(11 X80 •sm •iii -553 •911 -870 •828 [�+ R-1 (n Q Shawn P,Keliev_F_� X48 48 48 4R 48 48 4R X48 -b63 •663 •f63 -663 -G63 -60 LU Plhtei al 170 X80 71 71 69 66 63 60 27D %48 .� � .663 •663 .663 663 p Xne ne 48 48 AB 48 48 � r moment STRUCTURAL Xgq 7 757 706 668 s11 w }o w U ENGINEERING GROUP,LLC. 110 X80 81 81 79 74 70 64 11D 773 F_g V 151 t iliVliil}l e£III:{I,li: %46 55 SS _...._.SS SS 55 52 X80 815 8 5 805 752 nI -669 > +v L `P W ON u1 135 xeo >e -?s ?7 7a rs 6a '�j Q� %48 78 S3 53 53 Sa S2 115 X48 -5S4 •S54 •554 -SS4 -S54 -543 f- ���+++ Q O 110 X80 76 76 74 70 66 63 0 120 XW -868 -868 •801 -799 .753 -719 > C A�1 0 W U ]" %46 5'2 52 52 52 S"1 51 X48 •590 394 •594594 •594 -S82 ..+ W U > 130 X80 72 72 70 66 63 60 G 13D Nile -M •969 -942 .80 -848 •W8 Z CC ro O�05(( X48 4949 49 49 4948 X48 •6W •660 •640 -ow -W •646 J W X80 68 b6 66 63 6o 58 4` 1n0 X80 •ia68 -i066 -1035 -988 -94I •909 _ Y 140 X48 46 46 46 48 46 45 S X48 -721 •722 •721 •721 -721 •706 3 ISO X80 65 65 62 60 57 SS ISO X86 -1173 -1273 -1119 •3083 -1029 •993 E N M LL K48 44 44 44 44 44 43 X48 •794 -794 -794 •794 -794 •776 5 160 K8D 62 82 59 57 55 53 1W x80 •1276 -727b -1214 •1173 -1732 -1091 o X48 42 42 42 Q 41 40 X48 -864 -86d •M -864 •844 423 170 %&1 62 62 59 57 sS 53 170 X80 •1276 •1276 •1214 -1173 -1132 -1091 148 GL 42 42 42 41 40 X48 -g64 •864 •861 -664 -844 -82' 1UU��NO m0111ent STRUCTURAL BNGINEERINGGROUPLM w 10530 WA—ICK Ave,SURe CS a Fairfax.VA 22030 a Phone:7a3.908-2350a Web:avW WMSe8WoC4m i110MEtftt S1'RUI:I'URAL BNG1NtURINU GRUUP,LLC. IIIOIi2EI2t5'1'RUCI'U1tAL ENGINUURINIi GNUOY,I.I.C. I 20530 Wan17ck Ava,Sulm CSaPoldoX.YA2'LU30�Fhanr.7U5-998•Ls50a iYeu:ava'lv.enscgiic.com 10530 War::a6v.-.SUa:CS=Fa:d's:.:'A=2030eo0one;7q&aan.2g5pa web:Www:In..evlleeeon Ll C C Q paVS GSS�QAiA W w W �Y7 Z �. w• Y a O 2 LU U t rr1 I z L� No. C58724 M, a° www. Loyd W Martin .coo * Exp.3-31-15 1 She6tNo. Solar Structures Engineering s #2014-1637 Structural Only �� ��V11, Scaleo����0 SHEET: F C AL�F pV 10130 0 'N S N \ N D Z CROSSBAIL MOUNTING SYSTEM EVALUATION APPENDIX I:PAGE 7 OF 2S CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX f:PAGE BOF2i i Ian 30.2014 '- Ian 30,2014 Table T Maximum oew.,f—Ib.-Wind Exposm C Condition j Table B:M-imum Shear 1b. 6a-Wind osm C Condition Expa+ure Ultimate C Pal 6xposWE Ultind[¢ Anoflmwf na4( 0 Arnf Snow lna4(psy C SD Q1Y R it type M nn l.0 Sae 3,L' ( 0 10 20 30 40 so lrc h 0 10 20 30 40 so a, 730 %80 339 427 513 566 633 704 1 %BO 31 134 206 255 295 328 - 1. 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Vftw, Sheet No. 111 1d! 7 7�,• {7 a _ - 4 fr?5af' ! a {'"... TT �r �,'v3{4 _ I ! InT Q f - art s a, tie a , rr; a 4 J ii a t, �> k J k , A" rui �M ,Frafl r5 �ras:t a fb�lafc., I1 trt3;fra�r Scale $ ' i ¢ Wu!i r ci:rizteiii#exl 4: Jar i rir a !_ir i�� fir{ : ad es ! - - - _ - - -- --- MEET: Noi;+, E!!wjftur,rgUv !,!tifh,ra rre r clracl+ed fn n��(Jj /�j/ r 1ilr:rn IL��,3 �< -' � l}5C nlfnr 'i i n7,.iiA1•s'�ti�i nlsl '3-r•?:tlia*'. 1f1�. ,' as. I ;I>'_. aJ,: IS 9 r��,r el-SCi 'a I'a.'I,'!'I t.[17L:1 tf4 cr.)5'r:h-,. I1Zt.Ir. _tl. ' '-l:-i.i i.''• o r TK 1818 - Polystyrene and Polycarbonate-182 x 180 mm (7.17 x 7.09 in.) SPRING CLAMP CONNECTION Standard Features / The spring clam series terminal blocks offer a time saving alter- Use screwdriver • Protection Level: #P66(NEMA Type:4X with gray cover, �{� UL P 9 p g to open spring \\ ` native to the popular screw clamp connection. 12K with transparent cover) c us Z • Technical: Smooth or Knockout Sidewalls ,,tE2Se, ,,. The pre-stressed spring is opened using a tool(screw driver)so the conductor can be inserted into the insertions ace through an open- wire is Wua is Gray or Tinted Transparent Cover p 9 P Inserted locked'm rr Multiple Enclosure Mounting Options i ing in the spring leg.The conductor is pulled against the current bar "'f - _ ► ti "" _ • UL Recognized under spring farce when the tool is removed. i � Enclosure Materials: Polystyrene or Polycarbonate A high contact force is achieved by the design of the spring clamp i rq • Gasket Material: Polyurethane system. The design delivers a secure and reliable connection for !�� • Color: Light Gra any application. QW14� finww • Material i Temperature Range: Polystyrene -25°C to 70°C{-f 3*F to 158*F) HOUSING S Polycarbonate -40-C to 120°c(-40*F to 248'F) The metal parts of Altech terminal blocks are housed in precision-molded, self-extinguishing polyamide 6.5 material for maxi m = • Accessories: See section below dielectric strength, electrical insulation and temperature resistance.Standard features on all housings include funnel-chap wire entry openings and screwdriver guides. Smooth Sidewalls Polystyrene Polycarbonate SPECIFICATIONS - Ordering Height Cover Std. Cower Std. , QR Information mm(In) Cat.No. Type Color Pk. Cat.No. Type Color Pk. Material Polyamide 6.6 #� A Enclosure-low cover 90 mm(3.54 in) 110-407 PS 1818-9-o gray 2 120-407 PC 1818-9-o gray 2 Specific Gravity 1.14- 1.15 0 Enclosure-high cover 111 mm(4.37 in) 110-907 PS 1818 11 o gray 2 120-907 PC 1818.11-o gray 2 Upper LimitTemperature 105*C/221*F* *All blocks are available s Lower LimitTem erature 500C/-580F ,� with 130•C material, ui - - ❑ Enclosure-top hat cover 165 mm(6.50 in) 109-407 PS 1818-15-o gray 1 121-407 PC 1818-16-o gray 1 p 12 VO grade,on request. No.C 7�� R fD Enclosure-low cover 90 mm(3.54 in) 111-007 PS 1818-9-to trans. 2 130-007 PC 1818-9-to trans. 2 Volume Resistivity 10 S2 cm 0 Enclosure-high cover 111 mm(4.37 in)j 111-507 PS 1818-11-to trans. 2 130-507 PC 1818-11-to trans. 2 Surface Resistivity 10'°S2 ° Dielectric Strength 400KV/cm B Enclosure-top hat cover 165 mm(6.50 M)l 112-007 PS 1818-16-to trans. 1 131-007 PC 1818-16-to trans. 1 Flammability(UL 94) V2 Grade* c!b 3 9 or C ALtFQ� ro o — Sidewal(s with Metric Knockouts Polystyrene Polycarbonate z z Ordering Height Cover Std. Cover Sid, Information mm(in) Cat No. Type color Pk. Gat,No. Type Color Pk, ff m IEC EX �x AEx ell Ex en u CO Enclosure low saver 90 mm(3.54 in) 105 407 PS 1818 9 m gray 2 127-407 PC 1818 9 m gray 2 7 ATEX APPROVED TERMINAL BLOCKS m>m> 0 � 0 Enclosure-high cover 111 mm(4.37 in) 105-907 PS 1818-11-m gray 2 127-907 PC 1818-11-m gray 2 m o El Enclosure-tap hat cover 165 mm(6.50 in) 104-407 PS 1818 16 m gray 1 128 407 PC 1818 16 m gray 1 Many of Altech terminal blocks are IEC Ex,ATEX and AEx all Ex ell approved.They can be used in potentially explosive applications which may o In o to in 0 Enclosure-low cover 90 mm(3.54 in) 106-007 PS 1818-9-tm trans. 2 137-007 PC 1818-9-tm trans. 2 occur in the chemical and petrochemical industry. B Enclosure-high cover 111 mm(4.37 in) 106-507 PS 1818-11Am trans. 2 137-507 PC 1818-11-tm trans. 2 These terminal blocks are suitable for use in an ATEX%IECEx certified enclosure with a minimum IP54 rating in potential gas atmosphere envi- U)6 e Enclosure-top hat cover 165 mm(6.50 in) 107-007 PS 1818-16-tm trans. 1 138-007 PC 1818-16-tm trans 1 (E o ronments. o ZZ Z N S m o Accessories Under IECEx/IECEx environment these terminal blacks are suitable for a temperature range of-40 to+85°C.These terminal blocks can be used in W o Ordering std. Group 2,Category 2G(Zane I j&2D I Zane 21)applications. Z U o o a LU Information Cat.No, Type Pk. W N m Mounting Plate(plastic) 195-007 TKMP1-1816 1 E ��a: o a Cc 0 Mounting Plate(steel} 197-007 TKMPS-1818 1 CUSTOM ASSEMBLIES m N m DIN Rail TS35-144mm 198-144 TS 35/144 1 0 Hinge Kit Set 190-005 HK2 1 The beauty of the DIN Rail concept is its convenience;the unsurpassed ease with which many different components and devices Mounting Tab Kit 194-001 MT1 1 can be mounted on the same rail. 0 e� Please refer to pages 136-140 for additional accessories and detailed information. Altech has made things even easier by making it possible for you to order custom designed assemblies with a single part number !- - a or for that matter,your own drawing number,No need to order a 2 U p �OFESS/pN multitude of parts, no more unwanted inventories of bulk-pack- ; ,; W o< _ aged accessories. : 3r.. aa;araeae~ •, ' s� �a�s�"►��v.��, L l8 W• f f�■ wi ■[w�ta tall! ■tie ■c ■r�/[[[[.[[[[ Z Z #— �= W o 2 Send Altech your drawings or specifications, and our experi I , , ;, I • ` m www. Loyd W Martin .com 'Y No. C58724 enced staff will build, mark and ship your assembly, ready for Z installation.Our on-staff engineers will also assist you in review- Solar Structures Engineering * Exp.3-31-15 * ing your drawings. 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