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RC-14-225
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227572 Scheduled Inspection Date: May 29, 2015 Inspector: Rodriguez, Jorge Owner: KELLY, JANET Job Address: 112 NE 110 Street Miami Shores, FL 33161-7046 Project: <NONE> Permit Number: RC -2-14-225 Permit Type: Residential Construction Inspection Type: Final Work Classification: Solar Phone Number Parcel Number 1121360040410 Contractor: CENTRAL FLORIDA SOLAR INC Phone: (407)767-6527 tsuuamg uepanment comments INSTALL SOLAR Photo voltaic INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-227421. Bill Park Iffi- 1 407 960-5896 meet with teck at job site at 10:30 Attachment not open and no pictures Failed ❑ Second time Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid May 28, 2015 For Inspections please call: (305)762-4949 Page 5 of 26 Miami Shores Village Building Department 10050 NY -2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 .RKECEIVIED FEB 0 0 2014 13y: FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 112 NE 110TH STREET City: Miami Shores County: Miami Dade Zip: 33161 Fol io/Parcel#: 11-2136-004-0410 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee simple Titleholder):JANET KELLY Ph_786.298.8262 Address- 112 NE 110TH STREET City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: N/A Phone#: Email. N/A CONTRACTOR- Company Name: Advanced Pool Heaing DBA State Energy conservation phone#: 407.901.5614 Address: 3999 WEST 1 ST STREET City: SANFORD State: FL zip: 32771 Qualifier Name: WILLIAM F. PARK Phone#: 407.901.5614 State Certification or Registration #: CVC56939 Certificate of Competency #: Contact Phone#: 407.901.5614 Email Address: CAROLYNA@STATEENERGY.NET DESIGNER: Architect/Engineer. MICHAEL STUDNEY Phone#: 407.831.1941 Value of Work for this Permit: $10,000.00 SquarelLinear Footage of Work: Type of Work-.XAddition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: INSTALL SOLAR PHOTOVOLTAIC Color thru tile: ,,���--e��na��s+xFees��xa�aa��a�a��� Submittal Fee $ Permit Fee $ 7)W ` CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose propeM is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged ll Si tore4�4 Signature e er or Agent V The fore oing ' nt was acknowledged before me thi day of4nown , 20/�, by Qyt p)" who is persto me or who has produced < < -e ✓t S -e- As identification and who did take an oath. N TARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this day of 20\A, by `..saw ,`t Jiiiiill— who is personally known to me or who has produced �kt s dentification and who did take an oath. Sign: 0 Print: a n (j -e o b My Commission Expires: �o�+? *:�'"to DENISE MWRE MY COMMISSION I FF 391 Q EXPIRES: January 31,2D18 q4.o 1►uuN�riOSnv APPROVED BY Plans Examiner �b Structural Review ro..a�.a an�r+ni�uoo..:�.a mnnmTme<.:..va rucnnnnnnvoo,„..� vi coon NOTARY PUBLIC: Signe, `\ Print: My Commission ExpirMTARYPUBLLI,4C.-,,3.` TATFOF FLORIDA A ...... o N1t7Cia i' +. ns coffiII11 Zn Ev'7 892 /L Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. A. �/ QOPY OF QUALIFIER'S STATE LIC CARD B. ✓' /COPY OF LOCAL BUSINESS TAX RECEIPT C.CD.OPY OPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Advanced Pool Heating inc. //dba State Energy Conservation BUSINESS ADDRESS: 3999 W 1 st Street CITY Sanford STATE Florida ZIP CODE 32771 BUSINESS PHONE:4t 07 ) 268-9180 CELL PHONE (_—) QUALIFIER'S LIC NUMBER: CVC56393 E-MAIL ADDRESS OF APPLICABLE): Created an 3119109 BY MLDV 1 RV 3126109 MLDV FAX NUMBER (_—) QUALIFIER'S NAME: William F. Park THE HEART GROUP Fax:615-565-6780 Feb 6 2014 9:31 P.01 ADVANW... .-OP ID: TF -CE'jn1FfCAT5_J0'F1 LIABILITY INSURANCE 0 Tm dE"r-ICA-TE 13 ISSUED AS. A fAATFER OF_1fiNyFO!.WA*0ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE - 02RWM4 GERTIAGATE DOES NOT APHRMAMELY OR NE12A AMEND. OMND HOLDER. THIS BELOW-: THIS bFMFIcATE Crr #N&URANCp DOES OR ALTER THE COVERAGE AFFORDED By THE POLICIE6 qONSTITUTE A CONTRACT 130WEEN. Tile ISSUING INSURER(S), AUTKokftD REPRES FATATPR OR PRODUCER. AND TH9 HbLDM IMPORTANT, it the cortwouto holder Is-an-`XDL"TIO'N*A , that—owdodncillionsofftpo tgP, the P0IIQY(FQ%_)Mv_-t be anclorv, WKEJUATIRN Is WAIVE1,1 subjwt tD Bay, car"I" pandas YNSW Cartwicate horde of 4Uch.c ra4urre an Ond0mGment. A P f statement ent on this COffifumts dogs not conier ifghts to am 'potdouam InsuranceI Ken fiY*m, Inc_ PO Box 040117 14alftnd. FL 327k41117 roe K Derek arbwn AD i Q1 OEM', W,11116*60VEPAGF_ MAIC A AdvancedINSi!RMA -Awkwiedirs Liuma'il Irm t1_ Poo intl 23396:1. mmakip, Amerisure Ing ORA State En Cp!=9rvatfc.n com y 99488., rIera CkEIA Aftrdabb. Vim 7 3996 * Fhvt St Smnfb� d, Fl. 32771 INMJM b :-COVERAGES CER11FICATE NLWB9�: nvsuie TIim is TO. —CEknr:r - THAT -INC POLICIES 01= INSURANCIff LIVED a REMSION NUMBEFL, INDICATED. NOTVOTHSTANDINr. ANY RKQUIREME HAVE BEEN ISSUED TO TIJE WS NT� TERM do c DITION . URED NAMED E POUCY PERIOD CEIRTWICA*R MAY:SE ISSUED OR MAY PERTAIN, OF ANY CONTRACT OR OTHER DQ NAMED WITH RESPECT To WHICH THIS TME INSqttA'NCE;;' Eli BY THE POLICIES 138SCRIBED HEREIN IS Susjw EXCLUS10hS AND OONDITIONS OF SWH POLICIE& LIMITS SHCIWy . T TO ALJ, THE TERMS, I" - HAVE BEEN REDUCED BY PAID CLAIMS. Ow -C E ry =2 7 pa P A. X 4AUH Poo CPP2071 03013 08128=13 4 9 41 00,0 ±° L LQ Alhlc SDEI "AX I LIEDEXP -,7 PERSbNALAAnVEMflbVy f N9W TA0PLhjq-pEk 9: 2A.00to PROdUCIS401A Loc... 40 0 Ax &A 6801=14 v0MLYimwRv(p.,m" - ix ; reg LY IMAM (Per.mdttmrq NFIEDAMM iX; AtrYo 77 MAE' UAIJAR W AGG-P&ONM raEc:i7 •DNA %9 .113 Solar Contractor MIA 87060000WIMM3 O4M3FAM4 ELEO EX Dp 7 01988-200 00RO'CORPONATION. Ali ff ISe ACORD name endhgo Jiro igghitered ma" of Adoft WPAVSHO -SHOULD ANY OF THE ABOVE nE=tW_b p0LjCWA BeCANCELLmllgpm TkE City of Muni Shores 40050 NE'Znd Ave UPIRATION DATE TwwoO', No-ime iMLL art davsmo p, ACCORDANCE VWTH THS POLICY pRW=Xv, NffaMl Shores, FL 33.136 AlRlIORQED RT (TAME 01988-200 00RO'CORPONATION. Ali ff ISe ACORD name endhgo Jiro igghitered ma" of Adoft 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Business Name: STATE ENERGY CONSERVATION Owner Name: WILLIAM PARK Business Location: 3406 SW 26 TER FT LAUDERDALE Business Phone: 954 792 8091 Receipt #:18 O R4TYPES Business Type: ALL Business Opened:iO/29/2013 State/County/Cert/Reg:CVC5 6 93 9 Exemption Code: Rooms seats Employees Machines Professionals 21 For Vending Business Only Number of Machin�c� We.,.ls.,n Tuna - Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 81.00 0.00 0.00 0.00 0.00 1 0.00 81.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: STATE -ENERGY CONSERVATION Receipt #01C-13-00000647 3406 SW 26 TER Paid 10/29/2013 81.00 FT LAUDERDALE, FL 33312 Q 0 2013 -2014 •i 0313 05:18p CENTRAL FLORIDA SOLAR • 407-767-6529 STATE OF FLORIDA DEPARTMENT OF SU31MESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CVCM39 The SOLAR CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiation date: AUG 31, 2014 PARK, WILLIAM FRANCIS STATE ENERGY CONSERVATION 3999 W IST ST SANFORD FL 32771 RICK SCOTT ISSUED: 08119121013 SEW L13G81900G0245 GOVERNOR DISPLAY AS REQUIRED BY LAW P.1 KEN LAWSON SECRETARY 4/1812014 f RESOURCES WARRANTY ' Resources - LIMA Solar Dealer Login < pry Why can't I find pricing information? Open or Close Do I need to have a south -facing roof? Open or Close South -facing roofs are ideal for solar installation. However, In some locations, studies have shown that west -facing installations have reduced peak power demands by 65% vs. 54% for south -facing. Will I have hot water if its cloudy outside? Open or Close I live in an HOA, do I need to get approval from the board? Open or Close Its not that sunny where I live. Will solar make sense? Open or Close Ho* much will i save if I ii Isi.alied a suier sysieni? Gpet, or Close SOLUTIONS: Pncl Hea+ina Q, QtE, rs: Solar Electric A6ou��Pbol Solutions ter ' Y" us: CHontact 3rvest solar Cell Solar - 008MOU 950 Sunshine Lane Altamonte Springs, FL 32714 Copyright O 2014 1 UMA Solar I Toll Free 800 -79 -SOLAR httpr wwunrumasdar.coNresarc:es 1/1 V ° s � 77 rLIE .... "Helping Conserve Energy & Save Money" www6st8teenergy net Job Location: Name: Addrm: CitAl y: , tp: Subdivision: Solar Panel (Type) Number of Panel �Y Puffier Roof --X-1 Story 2 Story Shingle -,X— Tile pier Addldonal Home Work Phone:,, I (V I Cs11 #:r% z Plumbing T� mWe- Panel Size � Pool Cover ape cover Tank Size POOL PERPORMANCE GUARANTEE �p 1 �a :-T I - , Serving Florida Toll Free: 877 -503 -HEAT STATE ENERGY CONSERVATION has deAra d your pool heating system la.add 10 degraac {F} minimum 0 file tempwat as of your pool to keep your " at 80 d (') or fthar em approx 03H 6 to eppmx 11149. YOut pertonw= Varantse Is based on the test 20 years of weather and your pool temperature will go up or doom as the mrfte wwg8ter increases or dscsaases. Your performance guarantee also assumes the uses of a pool cover. " Day GUWAnkS. If within W daya of the aWve started perfnnmanw guar nm of yew system, we have not met the above stated pedb mance, we will modlly the system to meet the pWR=Mee guarenb" at no additional cW to you. H we Camcot meet the perfonnenc a guamrdee. we wM refund 100% of your odghrai Investment. BUYER'$ RIGHT TO CANCEL: Ir this Uansac tlon is a frame solicitation sale. and you do not want to purchase Vw$0 Certified Mail, Rehm Rsce0& and ipttRRegcrea�ted td State must cmwd tills � t providing ats gTh Cancellatiow6tten notice n United States Notice must ba of Clear Infant, wrdten in English. and pesurmrlcad before midnight of the third business day after you sign (his agreement. For tta purposes Of Oft agreement and notloo a Vusiness bay' shall Include ft daP Monday tl' h RshVdsy, but shall not Include Suodgys or any 481 holiday on which the U.S. Postal Service does not d4dver. I HEREBY ACKNOWLEOGR I HAVE READ THE FOREGOING AND AGREE To THE TERMS THEREOF 2 ^ 20.13 :B:uyer Date Buyer 13� Date LAjjrl State Energy Conservation Rfeprtesentetive Date OPTIONS .O Hurricane Package 0 Signature Plumbing G2. ❑ lSelf-draining Systems * Auto Control PV Pool Aree Screened open Base Sim ,S 0 k -TNA J1 a tm I'(,. Fmvy. Tota) invesbrtent 00) %t„ . Deposit Beltmce Duo On Compleifan Approx. Montt►hl Investment upon Approved Credit @ Pfimary Lender Payment Type Terms A-efDesired Installation Date /PIT From:lnsuranna by Kan Brown 3213973889 08/76/2014 10:37 4#221 P.001/001 '_--a"I ADVAN35 OP in. CR QL�rfflc"_ CERTIFICATE OF LIABILITY INSURANCE GATE f 6,00 osi1612 si2o14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - Insurance By Ken Brown, Inc. PO Box 948717 Maitland, FL 32794-8117 K. Derek Brown CONTACT NAME: K. Derek Brown PHONE Ern: 321-397-3870 I faC Not: 321-397-3888 E-MAIL A ORES INSURERS AFFORDING COVERAGE NAIC # { INSURER A: Amerisure Mutual Ins. Co _ 23396 INSURERS:Amerisure Ins Company 19488 INSURED Advanced Pool Heating, Inc DBA State Energy Conservation DBA Affordable Solar A to Z Holdings LLC 3999 W First St INSURER C: INSURER 0: w INSURER E Sanford, FL 32771 INSURER F : r"e V iomin mumoGlC: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (LTR NSR TYPE OF INSURANCE P tICY F POLICY E POLICY NUMBER MMJDDIYY MMJDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Sal' EACH OCCURRENCE 1 $ 1,000,000 ci.A1Ms-MADE FK OCCUR �CPP20718310302 08/28/2013 08/28/2014 pRTO RENTED $ 100,00( _ t MED EXP (Any one person) $ 6,00 GREGATE LIMIT APPLIES PER: PERSONAL & ADV INJURY $ IF POLICY EXI JEC7 LOC PRODUCTS -COMPIOPAGG �$ 1,000,00 2,000,000 OTHER: -- A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS { iCA20899290002 ' I 10/06/2013 08/28/2014 ! COMB 1NED1SINGLE LIMIT $ 500,00 X X BODILY INJURY (Per penton) $ BODILY INJURY (Per accldenI) $ PROPERTY DAMAGE $ Per i nt B (DESCRIPTION VMBRELLA IA EXCESS LIAR OCCUR 4 CLAIMS -MADE i { j N / A i 02087060001 04/13/2014 04/13/2016 { EACH OCCURRENCE s $ --------r-_..,—.-...____,_..._.Y AGGREGATE i $ DED RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPR CERIMEMBERIPARTNDEDJCECUTIVE YIN EXCLUDED? (Mande (Mandatary In and If es, describe tender OF OPERATIONS bekxv $ PTERTUTE TH- x ER E.L. EACH ACCIDENT T $ MY- 100,00 E.L. DISEASE - EA EMPLOYEE $ 100,00 E.L. DISEASE -POLICY LIMIT $ 600,00 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: Liaense #CVC56939 Pax (305)756-8972 CERTICICATI= uni neo Village of Miami Shores 10060 NE 2nd Ave Miami Shores, FL 33138 ACORD 26 (2014/01) VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �/y�� ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD o N f Wind Load Design Considerations Geographical Lora Latitude Longitude Selected Solar Col Mounting Orientat Collector Width Collector Length Number of collects Collector Area (ea Collector Weight ( ' a�._ c: I - 67 DAT_ T-° _ - 41 on ---- 3 1 41 26.5 -114.0 1 47.9 -59.2 3 1 41 37.8 -163.0 1 68.5 1 -84.7 iFOJi;_!L("T Tn Cf).M11LIANC llv1TH ALL FED I� :h) �6&h)'; ;rJ Y Rl1LES AND R6GU1-ATInNS Wind Load Analysis The procedure below follows the the Minimum Design Loads for Buildings and Other Structures as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1 Index No. Table 1.5-1 Risk Category of Structure Figure 26.5-1A Basic Wind Speed, V Section 26.7.2 Exposure Category Open terrain Section 26.8.2 Topographic Factor, Ke = II V = 175 mph = C Kv = Figure 30.5-1 Net Design Wind Pressure, P„,t3o (psf) (Exposure B at h = 30 ft.) Zone Effective wind area s Basic Wind Speed Basic Wind Speed 175 mph 175 mph Roof >7' to 27' Roof >27' to 45' 1 41 26.5 -47.9 47.9 -49.9 2 41 26.5 -74.6 47.9 -59.2 1 3 1 41 26.5 -114.0 1 47.9 -59.2 Figure 30.5-1 Adj Factor of Building Height and Exposure Exposure C at h = 33 ft Figure 30.5-1 Adjusted Wind Pressures, Prer=AKnP,ret3o V Zone Effective wind areas Roof Basic Wind Speed 175 mph >7' to 27' Roof >27' to 45' 1 41 37.8 -68.5 68.5 -71.3 2 41 37.8 -106.6 68.5 -84.7 1 3 1 41 37.8 -163.0 1 68.5 1 -84.7 The final value, including all permitted reductions, used in the design shall not be less than that required by Section 30.2.2 (16 psfl Section 2.4.1 Total Design Load, ASD Load Combination 5. D + 0.61Y Zone Effective wind areas Basic Wind Speed 175 mph Roof >7' to 27' Roof >27' to 45' 1 41 27.7 -36.1 46.1 -37.8 2 41 27.7 -59.0 46.1 -45.8 3 41 27.7 1 -92.8 46.1 -45.8 1.0 1.43 ®�®ev�evei!a�ccr®®B® �OG,A� • ,9��®via •• �. o No 74730 ® �� :(C- ��•• STATE OF '•�� �.. B �, e' 0 Oil P,\- o � J18 OB��BO m Wind Load Design Considerations Geographical Location (address) Latitude Longitude Selected Solar Collector Mounting Orientation Collector Width Collector Length Number of collectors Collector Area (each) Collector Weight (each) Dade County - Residences Maimi, FL (base -case) 25.79 ° N 80.23 °W MSC -32 Vertical 47.875 in 98 in 1 32.58 ft2 116.0 lbs Wind Load Analysis The procedure below follows the the Minimum Design Loads for Buildings and Other Structures as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1 Index No. Effective wind area s Table 1.5-1 Risk Category of Structure = Figure 26.5-1A Basic Wind Speed, V V = Section 26.7.2 Exposure Category = 2 Open terrain Section 26.8.2 Topographic Factor, Ke Kn = Figure 30.5-1 Net Design Wind Pressure, P„,ao (psf) (Exposure B at h = 30 ft.) Zone Effective wind area s Basic Wind Speed 175 mph Roof >70 to 270 Basic Wind Speed 175 mph Roof >270 to 450 1 33 27.4 -48.4 48.4 -50.8 2 33 27.4 -77.0 48.4 -60.2 3 1 33 27.4 -117.0 48.4 -60.2 Figure 30.5-1 Adj Factor of Building Height and Exposure Exposure C at h = 33 ft Figure 30.5-1 Adjusted Wind Pressures, P w = AKnP„.f3o A= Zone Effective wind areas Basic Wind Speed 175 mph Roof >7° to 27° Roof >27° to 45° 1 33 39.3 -69.2 69.2 -72.7 2 33 39.3 -110.1 69.2 -86.1 3 33 39.3 1 -167.3 69.2 -86.1 The final value, including all permitted reductions, used in the design shall not be less than that required by Section 30.22 (16 pso Section 2.4.1 Total Design Load, ASD Load Combination 5. D + 0.6W Zone Effective wind areas Basic Wind Speed 175 mph Roof >70 to 270 Roof >27° to 45° 1 33 28.6 -36.5 46.5 -38.6 2 33 28.6 -61.1 46.5 -46.7 3 33 28.6 1 -95.4 46.5 -46.7 The maximum Dead Load (D) is < the 5 psf used in these calculations II 175 mph C 1.0 1.43 0�®©a®eeoe'e®aoe®®® ®o® �®GAN q4 No 74730 4 ® ac® STATE OF o 4/ v 0 rl P",- �6 ) il`�Z%Z�i 3 Wind Load Design Considerations Geographical Location (address) Latitude Longitude Selected Solar Collector Mounting Orientation Collector Width Collector Length Number of collectors Collector Area (each) Collector Weight (each) Dade County - Residences Maimi, FL (base -case) 25.79 ° N 80.23 °W MSC -26 Vertical 47.875 in 78 in 2 25.93 ftz 94.0 lbs Wind Load Analysis The procedure below follows the the Minimum Design Loads for Buildings and Other Structures as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1 Index No. Effective wind area s Table 1.5-1 Risk Category of Structure = Figure 26.5-1A Basic Wind Speed, V V = Section 26.7.2 Exposure Category = 2 Open terrain Section 26.8.2 Topographic Factor, Ke Kn = Figure 30.5-1 Net Design Wind Pressure, P„,m (psf) (Exposure B at h = 30 ft.) Zone Effective wind area s Basic Wind Speed 175 mph Roof >70 to 270 Basic Wind Speed 175 mph Roof >270 to 450 1 52 25.2 -47.2 47.2 -48.6 2 52 25.2 -71.4 47.2 -58.0 3 1 52 25.2 -110.2 47.2 -58.0 Figure 30.5-1 Adj Factor of Building Height and Exposure Exposure C at h = 33 ft Figure 30.5-1 Adjusted Wind Pressures, Pr, t _ AKnPr,.t3o A= Zone Effective wind areas Basic Wind Speed 175 mph Roof >70 to 270 Roof >27° to 45° 1 52 36.0 -67.5 67.5 -69.5 2 52 36.0 -102.1 67.5 1 -82.9 3 52 36.0 -157.5 67.5 1 -82.9 The final value, including all permitted reductions, used in the design shall not be less than that required by Section 30.2.2 (16 pso Section 2.4.1 Total Design Load, ASD Load Combination 5. D + 0.6W Zone Effective wind areas Basic Wind Speed 175 mph Roof >7° to 27° Roof >27° to 45° 1 52 26.6 -35.5 45.5 -36.7 2 52 26.6 -56.2 45.5 -44.7 1 3 1 52 26.6 1 -89.5 45.5 -44.7 The maximum Dead Load (D) is < the 5 psf used in these calculations I I 175 mph C 1.0 1.43 ®,® �®GA INy� ,z N ®`god•°\GESF No 7473 ;r• :�® ®�,• SiATE OF ®°QJ .i B� BBL+Be i Wind Pressures Enclosed Flat Roof Gable Roof (0!5 T Interior Zones Roofs - Zone 11 Walls - Zone 4 h<_60fL Walls & Roofs Hip Roof M < 0:5 270) Gable Roof M < 0:5 45° 0 End Zones m Corner Zones Roofs - Zone 2 / Walls - Zone 5 Roofs - Zone 3 Notes: 1. Pressures shown are applied normal to the surface, for exposure B, at h-30 ft (9.1 m). Adjust to other conditions using Equation 30.5-1. 2. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 3. For hip roofs with 0:5 25°, Zone 3 shall be treated as Zone 2. 4. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower effective wind area. 5. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9m). h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10 0: Angle of plane of roof from horizontal, in degrees. INSTALLATION DETAILS - SLOPED WOOD FRAME TILE ROOF 5'x5'xt/8° ALUMIMUM PLATE 33/84° THRU-HOLE (EACH PLATE) WELD2' ID ALUMINUM PIPE (2-3/8' OD) ALL LENGTH (3-1/2' STD) VARIES AROUNDqt W/ ROOF BUILDUP 0 2-3/8' x 1/8' ALUMINUM PLATE STANDOFF DETAIL CLAY TILE ROOF WOOD TRUSS WOOD OR STEEL ANGLE SPANNER SEE DETAILS TYPICAL INSTALLATION DETAIL (INCLINED TILE ROOF) 3/8'-16 FIN] HE TRIANI MOU BR, 'COOLIE' ROOF FLASHING DETAIL P P HINGE MOUNT DESIGN WIND PRESSURE MAXIMUM SUCTION UPLIFT: 51 PSF 1/2° THREADED ROD URETHANE OR BUM OR HEX CAP SCREW RUBBER SEALANT TRIANGULAR MOUNTING (STAINLESS STEEL) BRACKET CLAY ROOF STANDOFF SPACER TILES —\ (AS REQUIRED) SECTION VIEW AA SPANNER DETAIL 1 -10D NAIL OR SCREW — AT EACH RAFTER 2'x 4' SPANNER (16- OC RAFTERS) 2"x 6' SPANNER (24' OC RAFTERS) 2"x 2'x 3/18" STEEL ANGLE SPANNER BLOCK N `(I 11i V BLOCK 1 - 8D NAIL OR SCREW AT EACH SPACER BLOCK STAINLESS STEEL FLAT - WASHER, LOCK WASHER AND NUT @®®®°OGANe,gt ®® © cy a. ® , N� 7473 r F ST A, E O 0 Fk . ......... LNO. en/hatee John L. Alger, P.E. 1. ALL MOUNTING HARDWARE (SCREWS, NUTS AND BOLTS) SHALL BE STAINLESS STEEL Professional Engineer UNLESS NOTED OTHERWISE. FL Lic. No. 74730 '6'-16 x 4" HEX 2. SPACER BLOCKS SHALL BE INSTALLED WITHIN 1" OF THE THRU-BOLT. AP SCREW 3. WHEN THRU-BOLT IS WITHIN 2" OF A RAFTER, ONLY ONE SPACER BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER. 4. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE RATTER. 5. WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU-BOLTS ARE 1 1/2" OR MORE APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS. 6. SEALANT ARE REQUIRED. BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING. CONNECTION DETAIL BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION. USING MANUFACTURERS HARDWARE 7. STEEL ANGLE SPANNER (2" X 2" X 3/16') MAY BE SUBSTITUTED FOR WOOD SPANNER. SLOPING ROOFS HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG n. ir. r wti ALTERNATE ENERGY TECHNOLOGIES, LLC 1345 ENERGY COVE CT GREEN COVE SPRINGS, FLORIDA 32043 nyr OM r rr. er 12/06/2012 N.T.S. PHOTOVOLTAIC MODULE GENERAL NOTES: 1. APPLICABLE CODE: 2010 FLORIDA BUILDING CODE & ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2010 FLORIDA BUILDING CODE REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIENTIAL ROOFS, CONSIDERING FROM A 7 TO A MAXIMUM 27 (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0" MEAN ROOF HEIGHT. 4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURER MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS. 6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS OTHERWISE NOTED. 7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. ALL 39" X 65" PV MODULES MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2010 FLORIDA BUILDING CODE OR LOCAL GOVERNING CODE ULTIMATE V�aWIND VmdWIND VdWIND WIND ROOF WIND ROOF EMBED ZONE 1 ZONE 2 WIND SPEED PRESSURES PRESSURES PRESSURES DEPTH MAX SPAN MAX SPAN V"u(MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3* (PSF) REQ MAX CANT MAX CANT 110 16.0,-17.3 16.0,-30.2 16.0 ,-45.0 * 10'-0" O.C. , 4'-6" 8'-0" O.C. , 3'-4" 2"** 120 16.0,-22.2 16.0 , -38.8 16.0,-57.8 * 10'-0" O.C. , 4'-2" 6'-0" O.G , 3'-1 " 2" ** 130 17.1,-27.4 17.1 ,-47.8 17.1,-70.7 * 8'-0" O.G , 3'-10" 6'-0" O.C. , 2'-10" 2"- "**140 14020A, -33.0 20A,-57.6 20A,-85.2 * 8'-0" O.C. , 3'-7" 6'-0" O.G , 2'-8" 2" ** 150 *** 23.1 , -36.7 23.1,-63.9 23.1,-94.8 * 8'-0" O.C. , 3'-6" 6'-0" O.C. , 2'-6" 2" ** 160 *** 26.6 ,-42.0 26.6,-73.2 26.6 , -108.2* 8'-0" O.G , 3'-2" 4'-0" O.C. , 2'-4" 2"** 170 *** 30.0 , -47.6 1 30.0 , -82.8 30.0 , -122.7" 6'-0" O.C. , 3'-0" 4'00.11,21-2n 3" ** 175*** 31.9 , -50.6 31.9 , -88.2 31.9 , -130.3* 6'-0" O.C. , 2'-10" 4'-0" O.C. , 2'-1 " 3" ** - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND PRESSURES WITH EXPOSURE "B", RISK CATEGORY II , ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2010 F.B.C. DESIGN EFFECTIVE WIND AREA IS 10 SF PER ARRAY. MINIMUM Via WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2 * LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNESS. 3RD RAIL IS REQUIRED PER ROW OR COLUMN FOR 150 MPH AND UP PER MANUFACTURER ¢RECOMMENDATIONS. TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF LAYOUT - WIND ZONES - SCHEDULE - PLAN SCALE NONE 39" X 65" PHOTOVOLTAIC MODULE TYP. METAL SHINGLES TYP TYPICAL PHOTOVOLTAIC MODULE ARRAY PLAN END -CLAMP W/ 4" - 20 HEX CAP ST STL BOLT AND ST STL SERRATED FLANGE -NUT TYP. END -CLAMP SIZE VARIES. 3RD RAIL LOCATION TYP.ALUM. SOLAR RAIL TYP. SEE SCHEDULE 8" - 16 HEX CAP ST STL BOLT - AND ST STL SERRATED j FLANGE NUT TYP. 3RD RAIL LOCATION 12" ALUMINUM INTERNAL TYP. SEE SCHEDULE. SPLICE BAR (USE WHEN -_- ___ ----r--------------- ----- __ _=====r=== _= SPLICE AT MID -SPAN W/ TRS=______=$===4_ ___' -____ (4) #10-16Xg" ST STL SELF --------- ---- - _-- TAPPING SCREWS TYP ------------ -- ------- EXTRUDED ALUMINUM #10-16x2" ST STL SELF TAPPING SOLAR RAIL TYP SCREW TYP 4 PLCS PER BEAM SPLICE TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 39"-X 65-" . .. PHOTOVOLTAIC MODULE TYP. i WOOD ROOF ROOF ASPHALT OR METAL TRUSS TYP. SHINGLES TYP. CENTER -CLAMP WITH 4" - 20 HEX CAP ST STL BOLT AND (1) ST STL SERRATED FLANGE NUT TYP. z ALUMINUM L -FOOT W/ 8" ST STL LAG BOLT. SEE SCH FOR EMBED. DEPTH REQ. TYP. EACH L -FOOT ARRAY -RAIL -ROOF MOUNT LAYOUT ISO .2 PLCS. PER SIDE OF MODULE AND BE CONNECTED < 25% OF MODULE LENGTH. FLANGE SINECTIONS MUST BE STAGGERED ON EVERY OTHER TRUSS THRU-OUT RAIL SYSTEM LAYOUT. REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL. 8" = 16 HEX CAP ST STL BOLT AND ST STL SERRATED FLANGE -NUT TYP. i ALUMINUM L-FOOT- TYP;EVERY ROOF PENETRATION 8" - 16 HEXCAP ST STL BOLT AND ST STL SERRATED ` FLANGE NUT TYP. PHOTOVOLTAIC MODULE TYP. EXTRUDED - ALUMINUM SOLAR RAIL CENTER -CLAMP WITH 4" - 20 HEX CAP ST STL BOLT AND (1) ST STL SERRATED FLANGE NUT TYP. FRONT SIDE BEAM SPUCE LOCATION. SEE DETAIL 3 - ` TYP WOOD \ WOOD 8" ST STL LAG BOLT. SEE SCH SHEATHING ROOF FOR EMBED. DEPTH REQ. TYP. TRUSS TYP. EACH L -FOOT TYPICAL PV SOLAR RAIL MID CONNECTION DETAIL SCALE: 1 '"=1'-0" __jN a to Z � LuW w=Z me QO D � c3e 0 � 00 Dae: W a- Om WOG XL Min 3u- za oe 0, a ,J^^ C� =v Lu 1; >u_00 0-G N a a DATE 10-10-2011 DRAWN BY: JAT CHKD BY: MAS RECORD #: 129127 SCALE AS NOTED DRAWING # PVR1 D SHEET 1 OF 3 Lc,z�, r�Y PE END -CLAMP W/ 4" - - 20 HEX CAP ST STL - - BOLT AND ST STL ROOF SHINGLES SERRATED - - , TYP. FLANGE -NUT TYP. --, / END -CLAMP SIZE PAIL _- ; WOOD VARIES. _-- SHEATHING 3" a ST STL LAG BOLT. SEE ALUM. WOOD ROOF SCH FOR EMBED DEPTH L TYp, TRUSS TYP. REQ. TYP EACH L -FOOT 1 P SOLAR RAIL END CONNECTION DETAIL ALUMINUM L-FOOT- TYP;EVERY ROOF PENETRATION 8" - 16 HEXCAP ST STL BOLT AND ST STL SERRATED ` FLANGE NUT TYP. PHOTOVOLTAIC MODULE TYP. EXTRUDED - ALUMINUM SOLAR RAIL CENTER -CLAMP WITH 4" - 20 HEX CAP ST STL BOLT AND (1) ST STL SERRATED FLANGE NUT TYP. FRONT SIDE BEAM SPUCE LOCATION. SEE DETAIL 3 - ` TYP WOOD \ WOOD 8" ST STL LAG BOLT. SEE SCH SHEATHING ROOF FOR EMBED. DEPTH REQ. TYP. TRUSS TYP. EACH L -FOOT TYPICAL PV SOLAR RAIL MID CONNECTION DETAIL SCALE: 1 '"=1'-0" __jN a to Z � LuW w=Z me QO D � c3e 0 � 00 Dae: W a- Om WOG XL Min 3u- za oe 0, a ,J^^ C� =v Lu 1; >u_00 0-G N a a DATE 10-10-2011 DRAWN BY: JAT CHKD BY: MAS RECORD #: 129127 SCALE AS NOTED DRAWING # PVR1 D SHEET 1 OF 3 Lc,z�, r�Y PE �-L i q'-feRDS RECEIVED FEB 0 0 2014 SX: Mimi M51M ii Chid APPROVED By DAA ZONING STROC'TURAL 44h ELECTRICAL �Y Alp PLUMO NG !MECHAN-Al I , B:.CG. SU21ECT TO COW11ANLE VYIFH ALL FEE;ERJ:L STATE ANO COUNTY RULES AND REGJLAt10;;b IV Property Search - Report Carlos Lo MIAMI-DADE COUNTY PROPERTY APPRAISER PROPERTY APPRAISER pez-Cantera Property Information: Folio 11-2136-004-0410 Property Address 112 NE 110 ST Owner Name(s) JANET KELLY Mailing Address 112 NE 110 ST MIAMI SHORES FL 33161-7046 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Use Code 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,260 Lot Size 9,300 SQFT Year Built 1940 Full Legal Description 36 52 41 COLLEGE HEIGHTS PB 42-8 LOT 10 BLK 2 LOT SIZE 75.000 X 124 OR 18277-3260 0998 1 Assessment Information: Year 2013 2012 Land Value $88,004 $75,848 Building Value $179,602 $198,872 Market Value $267,606 $274,720 Assessed Value $173,5651 $170,664 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $94,041 $104,056 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 Aeri Taxable Value Information: Year 2013 Exemption/ Taxable County $50,000/$123,565 School Board $25,000/$148,565 City $50,000/$123,565 Regional $50,000/$123,565 Sale Information: Date Amount OR Book -Page Quali 09/01/1998 $117,500 18277-3260 2008 Qual I The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest proper positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property AT County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any deci action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov http://gisweb.miamidade.gov/PropertySearch/printMap.htm 1/27/2014 —Ehotoyoftelc Systarn Angroval CeMcute F UM -13-0106A F S larded W. UMA Sour _ - 950 Sunshine Lane sem. Altamonte Springs, FL 32714 For the tiftinteradve System Dadgnated: 1-10 kW - SW255 KION - PHASE 50 AAIGROI PV Modules and Array Array Configuration PV Module Manufacturer. Solarworld Total Number of PV Modules 4-46 PV Module Model Number: Sunmodule Phis SW255 Mono Series StringstBranch Circults 1-3 FSEC Module ReglWat(on Number. SWU-NT90-0404 Modules Per Series String/Branch Circuit 116 Ustina to UL 1703 Verified: -Yes Array Nameplate Power gang 1,020 to &730 W Power Conditioning Equipment (inverter) Inverter DC Voltage Window. 16V to 48V Inverter Manufacturer. Enphase AC Power Rating: 250 W Inverter Model Number- M250 AC Non*md Voltage Output 208 / 240 V Ustina to UL 1471 Verified: Yes Max PV AnN Power Per Inverter. 300 W Charge Controller and Batteries Battery Manufacturer. NIA Charge Controller Manufacturer NIA Battery Model Number: NIA Charge Controller Model Number. NIA BatteryType: NIA Listing to UL 1741 Verified: NIA Battery Capacity (C/20 rate): NIA Battery Bank Configuration Total Number of Batteries NIA Number in Each Series S NIA Number of Series Strings: NIA Comments Electrfcai Design (Veftihe (oRowhtg hems for agreenmabebvmn the bu t W cwmansnts and the mgogW oWa t W sdwmadc-) ❑ S¢e, We and bac adon of all conductors in the PV system; ❑ Conduit, racemys, junction boxes, and combiner boxed ❑ Size, current rating, voltage rating% and location of all over -current protection devices; ❑ Rating and location of all disconnects; ❑ Point of connection to the utgty; ❑ PV module and equipment grounding system (Including conductor size); ❑ PV DC circuit and system grounding (Including grounding electrode conductor size); ❑ Ground fault detection & Interrupter (GFDQ rating and location; ❑ Battery whinand sable sizes Inspection doe t2120 -2o Installer Information and Certification Company Name: Website: Address 1: Address 2: City. State: Zip: Phone Number: Fax Number: Florida Contractor License Number: Florida Contractor Lkense Type: () Solar () Electrical () Other, please specify: I hereby certify that this PV system has been Installed in fug accordance with the National Electrical Code. InStROW Name cin tnaaaper , Note: FSEC approvals do rOreptace orexernptarty reqthmnenfs ofelectical uNdes orlocal* tsrdcdon audtoddes in mutters such as WnMn IMpecdons,aru fr harcwtecdon agreemenM as reWW forPvWswn hmawonL Whets n-Omdng to FSEC appmvats hu ww doconermdon prodmW by dmsuppd. inchcc6ng t ormu ng ftdmmadoT+ fttuowbug stdtemerdshallbe itrciudeck -ftphaysYsawndtp+descr&edactltamam"wiepmperJysalatmlmeeamudmtmirecommerdpnblstrea[IrytheRorltErgj+C eriter Tfds 8ppvjedbesnorhr4Jyumdcsement*rby Sot dwS&WofF1~ Approved By. r David Click.'7c 2013-10-18 ReAmm Name Reviewer re Dam SUI'tl'iIOddPT/ S W 255 mono / 25 frame tuv oa-4 TUV Power controlled -Lowest measuring tolerance in industry G. o�Ze,,91 LAI Sunmodule Plus: Positive performance tolerance 25 -year linear performance warranty and 10 -year product warranty J World-class quality Fully -automated production lines and seamless monitoring of the process and material ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modulesthat have greater than or equal to the nameplate rated power. 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of OX/6 p.a. in the course of 25years, a significant added value compared to the two-phase warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years' 'in accordance with the applicable Solarworld Limited warranty at purchase wwwsolarworld.com/warranty solarworid.com - Quafified, IEC 61215 • Safety tested, �e IEC 61730 Periodic Inspection Made in USA iso 6.061: ■ I501 Ceffiiedt SOLARWORLD We twn sunlight into power. Sunmodule7SW 255 mono/ 25 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS (STCr Mwdmum power P. 755 Wp Opm circuit vvftge V 37.8 V Maximum po-erpoint voltage V 31.4V Shortdra*aurent Iv 8.66A Maximumpowerpointcurrent I- 8.15A *STC: WOO W/rra, 2S*C, AM is THERMAL CHARACTERISTICS roar 48'C TCI 0.004%/K TC,. -030 %/K TC p. -0.45 %/K Operat/notemperatm -WC to 85"C 6534 122 0 �o to m 1s IVi —=00 —60 w)W -- ®7A WAW �tosarha 40 x4 PERFORMANCE AT 800 W/m , NOCT, AM 1.5 Moxhnum power P. 184.1 Wp Open dmfvo/toge V 34.0 V Mmdmum powerpohut -loge V— 283 V Short dfcu t current I. 6.99A Mmdmum powerpointcurent I,,,,,, 652A Minor reduction in efflcbncy under partial bad conditions at 25'C: at 200 W/m? 9S% (+/-3%) ofthe STC efficiency MW W/rn j Is achieved. COMPONENT MATERIALS Cells permoAde 60 Cell type Mono crystalline CeRdimensions 6.14 in x 6.14 in 056 mm x 156 mm) Front Tempered glass (EN 12150) From Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS Ma dmnm sys em voltageSC6 1000V Max system vokaye LISA NEC 600V Mwdmumreveneamrnt 16A Number ofbypWdtodes 3 UL Design Loads' rwo rail system 113 psf downward 64 psf upward UL Dad Threeragsystem 170psf dowward 64 psf upward IECDfdgnL0aW i"rail syst¢ln 113 psf downward 50 psf upward Please refer tothe Sunmodule installation instructions for the details associated with these bad cases. ADDMONAL DATA Powersortiag' -OWp/+Swp J -sox IP65 rm) Connector MC4 Module effkknty 1511% Hrerating (UL 7W) class C Sion frame tam unting es VERSION 25 FRAME • CanpatiMe With both 'Top -Down' K4 and'eottom' mounting methods (l0v • ♦Grounding Locations- -4 comers ofthe frame -4locations along the length ofthe module in the extended flanges 4MeasuringtolerancetraceabletoTW Rheinland: +/-2%(T(N PowerC&ftolled). Ali units provided are imperial SI unilc provided in parentheses. SoiarWorld AG reserves the right to make specification changes without notice SW -M -6001U503-2013 SOLARlWORLD Vftmmhft 46'.37adohrLam camarubo, C,% MW Tek {S) 982 -OW Fac (S5) 3894M Certificate of Compliance Recovery Act, Sec.105 "Buy American" SolarWorid Photovoltaic Modules Sunmodule SlWI76 — SW275 February 20, 2013 This certification applies to SolarWorld Sunmodules, SW175/2101295/220122512301235J2�i0/215/250/255/260/265/270/275, Mono Sllver, Mono Black, or Poly Silver that have been manufactured in the United States. The modules are produced at our US manufacturing facility located in Hillsboro, OR. It is hereby certified that the referenced modules: 1. Qualify as photovoltaic devices which use solar energy to generate electricity and qualify as solar electric property. 2. Meet or excsed the Federal Trade Commission (FTC) requirements to apply the aMade In USA" label to all advertising materials. 3. Meet or exceed the provisions of the Buy American Act. 4. Meet or excel the provisions of the American Recovery and Reinvestment Act 5. Have been manufactured in a SolarWorld ISO 9001:2008 certified factory. 6. Meet or exceed the UL 1703 requirements and are listed with third party testing agencies (Underwriters Laboratories and/or Intertek Testing Services). 7. Have been certified to the aCrystalline silicon terrestrial photovoltaic (PV) modules - Design qualification and type approver, IEC 61215 2005-04. 8. SolarWorid will accept these modules for recycling at their end of life. Under penalties of perjury, I declare that I have examined this certification statement, and to the best of my knowledge and belief, the Mots presented are true, commit and complete. Regards, Kevin Kllkelly President S018rWor ld Americas, LLC. POWER TABLE: GENERAL DIAGRAM NOTES: GENERAL H LT I -LINE DIAGRAM SPECIFIC FLAG NO a � DC -ME A B C I ST BRNCH C D MRD BRN AC -SIDE 1) THIS 34RG ENPHASE M250 - SOLAR WORLD SW 255 2N C 3 CI 1 16 (MAX) I5 (MAX) 15 (MAX) INVERTER MODULE DIAGRAM SHOWS THEE SYSTEM AND ABT ALL PERMITS AND APPROVALS FROM GOYERNpNG AGENCIES i PRIOR TO THE COMMENCEMENT OF WORK Q LABEL BREAKER PER NEC 690,54, 690.64(B)(5) ARD 705.10. � m # PV MODULE 1 FROM A IS MEANT TO REPRESENT A RANGE FROM A 1020 W -dc - ASE -M250 4 MODULE SYSTEM UP TO A MAXIMUM 11,730 W-& A SMALLER PV MODULE COUNT • INVERTER COUNT • � MANl1F SOLARgo WO EQUIPMENT SHALL BE INSTALLED PER THE NATIONAL ELECTRICAL CODE Q (NEC), ALL APPLICABLE OR GOVERNING CODES, MANUFACTURERQ PV BACKFEED CURRENT PLUS MAW BREAKER VTRNG MUST BE LESS THAN OR EQUAL TO I VA OF MAW SERVICE BUS RATING AND BREAKERS MUST BE MODEL SW255 250 W 4000 W 37SO W 240 W 3840 W 3600 W 240 VAC 240 VAC 240 VAC 1 A 16A ISA 60 HZ 60 HZ 60 NZ 3750 W 3600 W 240 VAC ISA 60 NZ PEAK POWER BRANCH CIRCUIT COUNT MAY BE USED. CONT. POWER 2) AC COMBINER BOX IS OPTIONAL INSTALLER MAY VOLTAGE RUN THE SEPARATE BRANCH CIRCUITS SHOWN TO THE SERVICE PANEL WITH (1) 20 AMP 2 POLE BREAKER PER CURRENT BRANCH CIRCUIT. FREQUENCY REQUIREMENTS OF AND PER THE GOVERNING UMM COMPANY. MOUNTED AT OPPOSITE END OF MAW BREAKER PER NEC 640b4. POWER 255 Wp-dc LISTING AGENT NAME AND NUMBER SHALL BE INDICATED PER NEC 110.3(8) SCHEMATIC SHOWS MAX CONFIGURATION OF 46 MODULES AND NCROINVERTERS. A AL MAY BE USED OF LESS THAN 46 MODULES AND MiCROBNVERTERS TOTAL MAY BE USED WITH SAME CONflG SHOWN VOC 37.8 VDC EC 8.66 A m VMP 31 A VDC TO PREVENT AN INCREASE IN AC VOLTAGE LEVEL AND AVOID ANY qQ NUISANCE FAULTS, IT IS RECOMMENDED TO SIZE CONDUCTOR FOR A UAP 81 S AMP TOTAL VOLTAGE DROP OF 2% PER INVERTER MANUFACTURER. STC, CELL TEMFI:RATURE @ 2r C, SPECTRUM AM1.5, IRRADIANCE 1000 W/M2 A B ENPHASE DROP g LABEL DEVICE PER NEC 690.14(CI(2G AND SECURE PER NBC 6901(D). Q 3 Q CABLE SYSTEM C INVERTER OUTPUT CIRCUIT CABLE (3) # 8 AWG, INSULATLON: THHN 4 (1) # 8 AWG, GROUND CONDUCTOR SYSTEM A CONDOR SIZE:° MINIMUM �a NOTEt MAXIMUM OF 16 INVERTERS P82 BRANCH CIRCUIT PER PROJECT, MANUFACTURER RECOMMENDATIONS. ENPHASE M250 _ MICROINVERTER TYP. 1 TERMINATOR CAP NSTALLED Ll ON END OF ENPHASE ENGAGE 3 l2 y CABLE SYSTEM ENPHASE ENGAGE CABLE SYSTEM ENPHASE ENGAGE CABLE SYSTEM i G I � ELECTRICAL JUNCTION BOX � � = i 7 SERVICE Q NEMA 3R : ' I M SYSTEM B (IF REQUIRED) SYSTEM B TO BE CONNECTED THE SAME ENCLOSURE AS SYSTEM A WITH SAME NVERTER i i i i +' i PANEL I II iNim AND MODULE TYPE ALONG ENPHASE : i �! a ; ENGAGE CABLE SYSTEM ; i ; �-- _ _ 11 cg 9 ENPHASE ENGAGE CABLE SYSTEM----- T2 A Ll r -- t r v 20A 2P _ Ll -- --' - - --' 60A 1P g g qq Ll I I I __ L2 I `^ V7 B _ .._ J�.___J i -- - I r---- N I I ------ --- r-• SYSTEM C (IF REQUIRED) SYSTEM C i0 BE CONNECTED THE SAME I I _ ___ I N AS SYSTEM A WITH SAME INVERTER - i -------- I -r--- N — _— I _ _ r r o i —"T— DATE 10.1.2013 $ CRAYON, JAT AND MODULE TYPE ALONG ENPHASE G : i r---- _J-- OED BY, JAT ENGAGE CABLE SYSTEM ' `--''`---- I -----IN, JUNCTION BOX i REC No. #NEMA ----�----- I ------ -�---------------� ENPHASE ENGAGE CABLE SYSTEM Qd 03SURE ' I AC COBINER BOX OPTIONAL) A a -------------------------Y i COMBINER OUTPUT CIRCUI 3 9 (3) # 4 AWG, INSULATION FLEET OF sl (1) # 4 AWG, GROUND CONDUCTOR i CONDUIT 51Z1x IN MINIMUM G - ----------� TO EXISTING GROUNDING �I JUNCTION BOX - NEMA 3R ENCLOSURE ELECTRODE POWER TABLE: DC -SIDE A # PV MODULE 1 MANUF SOLAR WOR MODEL SW255 POWER 255 Wp-dc VOC 37.8 VDC ISC 8.66 A VMP 31.4 VDC IMP 8.15 AMP - STC: CELL TEMPERATURE 1 116 (MAX) I 15 (MAX) 1 15 (MAX) 250 W 4000 W 3750 W 1 3750 W 240 W 3840 W 3600 W 3600 W 240 VAC 240 VAC 240 VAC 240 VAC 1 A 16A 15A 15A 60 HZ 60 HZ 60 HZ 60 HZ ENPHASE DROP CABLE SYSTEM SYSTEM A ENPHASE M215 MICROINVERTER TYP. TERMINATOR CAP INSTALLED ON END OF ENPHASE ENGAGE CABLE SYSTEM _ A SYSTEM B I (IF REQUIRED) SYSTEM C I (IF REQUIRED) FREQUENCY ENPHASE ENGAGE CABLE SYSTEM OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES PROVIDE WARNING "ELECTRIC SHOCK HAZARD - DO NOT TOUCH PRIOR TO THE COMMENCEMENT OF WORK TERMINALS - TERMINALS ON BOTH UNE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION" SIGN PER NEC 690.17. L�EQUIPMENT SHALL BE INSTALLED PER THE NATIONAL ELECTRICAL CODE (NEC), ALL APPLICABLE OR GOVERNING CODES, MANUFACTURER L� LABEL DEVICE PER NEC 690.14(C)(2), 690.53 AND SECURE PER NEC 690.7(D). REQUIREMENTS OF AND PER THE GOVERNING UTILITY COMPANY. 3ALISTINGAGENT NAME AND NUMBER SHALL BE INDICATED PER NEC 110.3(B). SYSTEM B TO BE CONNECTED THE SAME AS SYSTEM A WITH SAME INVERTER AND MODULE TYPE ALONG ENPHASE ENGAGE CABLE SYSTEM ENPHASE ENGAGE CABLE SYSTEM SYSTEM C TO BE CONNECTED THE SAME AS SYSTEM A WITH SAME INVERTER AND MODULE TYPE ALONG ENPHASE ENGAGE CABLE SYSTEM TO PREVENT AN INCREASE IN AC VOLTAGE LEVEL AND AVOID ANY NUISANCE FAULTS, IT IS RECOMMENDED TO SIZE CONDUCTOR FOR A TOTAL VOLTAGE DROP OF 2% PER INVERTER MANUFACTURER. METALLIC CONDUIT SHALL BE USED WITHIN THE BUILDING FOOTPRINT PER NEC 690.31(Q. ALABEL BREAKER PER NEC 690.54, 690.64(8)(5) AND 705.10. PV BACKFEED CURRENT PLUS MAIN BREAKER RATING MUST BE LESS THAN OR EQUAL TO 120%q OF MAIN SERVICE BUS RATING AND BREAKERS MUST BE MOUNTED AT OPPOSITE END OF MAIN BREAKER PER NEC 690.64. SCHEMATIC SHOWS MAX. CONFIGURATION OF 46 MODULES AND MICROINVERTERS. A CONFIGURATION OF LESS THAN 46 MODULES AND 10D MICROINVERTERS TOTAL MAY BE USED WITH SAME COINING SHOWN INVERTER OUTPUT CIRCUIT CABLE ;r (2) # 8 AWG, INSULATION: THHN (1) # 8 AWG, GROUND CONDUCTOR CONDUIT SIZE: a" MINIMUM #6 AWG. SOLID CU EQUIPMENT GROUNDING CONDUCTOR CONT. RUN J7 TO EXISTING GROUND ELECTRODE ----- ___ __ _____________________ L1 - -- -- --- JUNCTION BOX NEMA 31? ENCLOSURE Ll -------� GI - JUNCTION BOX � NEMA 31? ! ENCLOSURE L ---------- L1 j I I I I I I I i I I L-----z�, t i i--- --�----moi, JUNCTION BOX - NEMA 3R ENCLOSURE NOTE: MAXIMUM OF 16 INVERTERS PER BRANCH CIRCUIT PER MANUFACTURER RECOMMENDATIONS. I I I I I I A Ag ELECTRICAL SERVICE PANEL i i i ------------------- - COMBINER OUTPUT CIRCUIT CABLE (2) # 4 AWG, INSULATION: THHN KI 4 AWG, GR C"QLD I ONrn nr S17F, t A�tr 4 I I T TO EXISTING GROUNDING ELECTRODE APR 17 PROJECT: LuLu N oe a a� z3� M � Z Lo�� yN 1" p C� N Lu V fx a CL Q �ILUo O N Lo tn DATE 110.1 .2013 GENERAL DIAGRAM NOTES: AC -SIDE 1) THIS 3 -LINE ENPHASE M215 - SOLAR WORLD SW 255 DIAGRAM SHOWS THE MAXIMUM SYSTEM AND CHKD BY: INVERTERMODULE IS MEANT TO REPRESENT A RANGE FROM A 1020 W -dc - 4 MODULE SYSTEM UP TO A MAXIMUM 11,730 W -dc. A SMALLER PV MODULE COUNT - INVERTER COUNT - :NPHASE-M250 PEAK POWER DRAWING # ENP -250 SHEET 3 OF 3 BRANCH CIRCUIT COUNT MAY BE USED. 2) AC COMBINER BOX IS OPTIONAL. INSTALLER MAY RUN THE SEPARATE BRANCH CIRCUITS SHOWN TO THE CONT. POWER VOLTAGE SERVICE PANEL WITH (1) 20 AMP 2 POLE BREAKER PER BRANCH CIRCUIT. CURRENT FREQUENCY ENPHASE ENGAGE CABLE SYSTEM OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES PROVIDE WARNING "ELECTRIC SHOCK HAZARD - DO NOT TOUCH PRIOR TO THE COMMENCEMENT OF WORK TERMINALS - TERMINALS ON BOTH UNE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION" SIGN PER NEC 690.17. L�EQUIPMENT SHALL BE INSTALLED PER THE NATIONAL ELECTRICAL CODE (NEC), ALL APPLICABLE OR GOVERNING CODES, MANUFACTURER L� LABEL DEVICE PER NEC 690.14(C)(2), 690.53 AND SECURE PER NEC 690.7(D). REQUIREMENTS OF AND PER THE GOVERNING UTILITY COMPANY. 3ALISTINGAGENT NAME AND NUMBER SHALL BE INDICATED PER NEC 110.3(B). SYSTEM B TO BE CONNECTED THE SAME AS SYSTEM A WITH SAME INVERTER AND MODULE TYPE ALONG ENPHASE ENGAGE CABLE SYSTEM ENPHASE ENGAGE CABLE SYSTEM SYSTEM C TO BE CONNECTED THE SAME AS SYSTEM A WITH SAME INVERTER AND MODULE TYPE ALONG ENPHASE ENGAGE CABLE SYSTEM TO PREVENT AN INCREASE IN AC VOLTAGE LEVEL AND AVOID ANY NUISANCE FAULTS, IT IS RECOMMENDED TO SIZE CONDUCTOR FOR A TOTAL VOLTAGE DROP OF 2% PER INVERTER MANUFACTURER. METALLIC CONDUIT SHALL BE USED WITHIN THE BUILDING FOOTPRINT PER NEC 690.31(Q. ALABEL BREAKER PER NEC 690.54, 690.64(8)(5) AND 705.10. PV BACKFEED CURRENT PLUS MAIN BREAKER RATING MUST BE LESS THAN OR EQUAL TO 120%q OF MAIN SERVICE BUS RATING AND BREAKERS MUST BE MOUNTED AT OPPOSITE END OF MAIN BREAKER PER NEC 690.64. SCHEMATIC SHOWS MAX. CONFIGURATION OF 46 MODULES AND MICROINVERTERS. A CONFIGURATION OF LESS THAN 46 MODULES AND 10D MICROINVERTERS TOTAL MAY BE USED WITH SAME COINING SHOWN INVERTER OUTPUT CIRCUIT CABLE ;r (2) # 8 AWG, INSULATION: THHN (1) # 8 AWG, GROUND CONDUCTOR CONDUIT SIZE: a" MINIMUM #6 AWG. SOLID CU EQUIPMENT GROUNDING CONDUCTOR CONT. RUN J7 TO EXISTING GROUND ELECTRODE ----- ___ __ _____________________ L1 - -- -- --- JUNCTION BOX NEMA 31? ENCLOSURE Ll -------� GI - JUNCTION BOX � NEMA 31? ! ENCLOSURE L ---------- L1 j I I I I I I I i I I L-----z�, t i i--- --�----moi, JUNCTION BOX - NEMA 3R ENCLOSURE NOTE: MAXIMUM OF 16 INVERTERS PER BRANCH CIRCUIT PER MANUFACTURER RECOMMENDATIONS. I I I I I I A Ag ELECTRICAL SERVICE PANEL i i i ------------------- - COMBINER OUTPUT CIRCUIT CABLE (2) # 4 AWG, INSULATION: THHN KI 4 AWG, GR C"QLD I ONrn nr S17F, t A�tr 4 I I T TO EXISTING GROUNDING ELECTRODE APR 17 PROJECT: LuLu N oe a a� z3� M � Z Lo�� yN 1" p C� N Lu V fx a CL Q �ILUo O N Lo tn DATE 110.1 .2013 DRAWN BY: I JAT CHKD BY: JAT REG NO. # SCALE I AS NOTED DRAWING # ENP -250 SHEET 3 OF 3 Enphase Microinverters Enphase M250 The Enphase M250 E icrainvener 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 cosi. The Enphase M250 ingrates seamlessly with the Engage Cable, the Envoy Communications Gateway", and Enlighten , Enphase s monitoring and analysis software. PRODUCTEVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e] enphase- E N E R D Y - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable - 4th -generation product - More than 1 million hours of testing and 3 million units shipped - Industry-leading warranty, up to 25 years Sg� C us Enphase M250 Mcroinverier //DATA INPUT DATA (DC) M250-60-2LL-822/S23/824 Recommended Input power (3TC) 210 - 300 W Maximum input DC voltage 48 V Peak power tracking voltage 27V -39V Operating range 16V -48V Min/Max start voltage 22V/48V Max DC short circuit current 15A Max input curent 9.8 A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated (continuous) output power Nominal output current Nominal voltage/range Nominal frequency/range Extended frequency ranger Power factor Maximum units per 20 A branch circuit 240 W 115 A (A rms at nominal dumilon) 208 V / 183-229 V 60.0 / 57-M Hz 67-62.5 Hz >0.95 24 (three phase) 240 W 1.0 A (A rms at nominal duration) 240V/211264V 60.0 / 57-W Hz 57-625 Hz A.95' 16 (single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA nns for 6 cycles EFFICIENCY CEO weighted efficiency, 240 VAC CEC weighted efficiency, 208 VAC 96.0% Peak inverter efficiency 96.596 Static MPPT efficiency (weighted, reference EN50530) 99.4 Ya Night time power consumption. 65 mW Max MECHANICAL DATA Ambient temperature range -40 C to +65 C Operating temperature range (Internal) -40 C to +85 C Dimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bradmt) . Weight 20 kg Cooling _ r� Enclosure environmental rating Natural convection - No fans Outdoor - NEMA 6 s FEATURES Gompatibil(ty Compatible with 60-1 PV modules. Communication Power line Integrated ground The D0 circuit meets the requirements for ungrounded PV arrays In NEC 690.35. Equipment ground is proVided In the Engage Cable. No additionai GEC or ground Is required Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741AEEE1547, 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 seam more about Enphase Microinvertertechnology, rd ; enphase- viSit eer@p�`"tisas cost LE N E R G Y 0 293 Enphese, EneW AO rWft reserved. AD trademarks or brands In this docranerd are reglsterW bytrerresPeCfiee OMM rowducin the 11,A1250 with 'integrated Ground Enphase has developed a new microinverter, the M250, with integrated (DC isolated) ground. Because the DC circuit is Isolated and Insulated from ground, the M250 does not require a Grounding Electrode Conductor (GEC) connected between each microinverter. This means you don't need to attach a separate copper grounding conductor to each microinverter or worry about a continuous run to ground. The result is faster installation with lower materials costs and a safer system. Integrated ground and code requira— menu Solar installers must comply with the National Electrical Code (NEC) when installing Enphase Microinverters. The Enphase M250 meets the requirements specified for Ungrounded PV Power Systems In sections 690.35 and 690.41 of the 2008 and 2011 NEC. It also meets the Underwriters Laboratory (UL) Standard 1741 grounding requirements. For further information, refer to the whitepaper on M250 and Ungrounded PV Arrays at: http://entphase.com/globaVfiles/M250-and-Ungrounded-Array.pdf idenfifying a M250 Installers and inspectors can easily identify M250s with integrated ground. mstalf(ng the M250 The M250 ships with DC and AC cables and connectors. The DC connectors attach to the PV module, while the AC connector attaches directly to the Engage'" Cable. Its that simple: no additional cabling is needed. No grounding IMMIT at o 11" on both= edge Electrical code requires two types of grounding conductors: the Grounding Electrode Conductor (GEC), which is used between the grounding electrode and the point where a normally current carrying conductor is intentionally bonded to ground and the Equipment Grounding Conductor (EGC), which grounds non- current carrying metal parts of the system, such as the racidng and module frames. Because the Enphase M250 Microinverter has DC integrated ground, it does not require a GEC. However electrical code still requires that exposed metal to the array be grounded (NEC 690.43 and 250.136(A)). This requirement is met for the microinverter because the ground conductor internal to the Engage Cable acts as the EGC. It may be met for racidng and modules with use of an EGC or WEEBs to provide bonding to this ground system. 0 2013 Enphaw Energy Inc. AU rights reserved. I ft 2013 Pictometry Online e Page 1 of 1 Kelly Job r--z',:f� Print Date: 01/27/2014 79`��-� Image Date:03/08/2013 Level: Neighborhood http://pol.pictometry.comlen-us/applprint.php?title=Kelly%20Job&date first-mld/Y&year... 1/27/2014 Z ID tW a° _` n 8 v� fly ® 2ZI5 SPEC DATA SHEET MOO MODIFIED POLYURETHANE CONSTRU PRODUCT NAME CRL M66 Modified Polyurethane One Component Flastomeric Construction Sealant with a GrainyTextureAppearance. PRODUCT DESCRIPTION CRL M66 is a one -part, medium modulus, moisture curing sealant. CRL M66 offers excellent primerless adhesion on most common construction surfaces, including KynarTM and coated metals. CRL MOO CONFORMS TO AND PASSES: • Federal Specification'ITS-00230C,Type Il, Class A. • ASTM C920-98,Type S, Grade NS, Class 25, Use NT, M,T,A, G, and O. • ASTM C510,ASTM C639,ASTM C661,ASTM C679,ASTM C717,ASTM C719,ASTM C793,ASTM C794,ASTM C1183, ASTM C1193,ASTM C1246,ASTM D412,ASTM D624, and ASTM G155. • CAN/CGSB-19,13-M87,Type MCG -2 -25 -A -N, QPL # 81026. • AAMA 808.3-92 Exterior Peritneter,AAMA 802.3-92 Type II Ductile Back Bedding Compound. • USDA approved for use in meat and poultry areas. USES CRL M66 Modified Polyurethane Construction Sealant is specially formulated to outperform traditional VOC solvent polyurethanes for sealing moving joints in concrete, masonry, metal, and other basic perimeter joint applications. It is ideal for all joints between framing (door and window) and the building structure in both storefront and curtain wall applications to secure a watertight installation.This advanced polymer formula offers excellent adhesion to fluoropolymer paint coatings for metal surfaces including KynarTm, DuranarO, and DuranarO SunstormTM Coatings, as well as standard metal, aluminum, steel, galvanized steel, plastics, vinyl, glass, wood, concrete, brass, and other common building substrates. CRL M66 has been used in manufacturing uses such as production of travel trailers, motor homes, mobile homes, and modular prefab houses. Heating and air conditioning companies use CRL M66 on galvanized duct components. This Eco -Friendly sealant contains no solvents or isocyanates, and is VOC compliant. FEATURES • Exceptional adhesion to KynarT111 coated metals. • VOC Compliant - only 9 g/L (Chemically curing < 3%). • Eco -Friendly Product - Solvent -Free, Isocyanate -Free, VOC Compliant, Qualifies for LEED Credit for Section EQ (Indoor Environmental Air Quality). AUG I • Service temperature from -757 to 300•F (-59°C to 149°C). • Permanently Flexible - Will not get hard with age like tradi- tional polyurethanes. Remains flexible in low temperatures. • Fast Cure - Skins over in 30 minutes and continues to cure at a rate of 1/8 inch (3 mm) depth per day. • Tooling time - approximately 20-40 minutes, depending on temperature and humidity. • Paintable - Can be painted in only two hours with water-based paints. • UV Resistant - Will not turn yellow from exposure to the sun. LIMITATIONS CRL M66 is not recommended for: • Horizontal decks, patios, driveway or terrace joints where abrasion or physical abuse is encountered. • Interior or exterior sealing below the waterline in marine applications. • Surfaces with special protective or cosmetic coatings without prior consultation of the manufacturer. Such surfaces include, but are not limited to mirrors, reflective glass, surfaces coated, polyethylene or polypropylene. • CRL M66 should not be applied with wet tooling techniques or by using solvents. Water or detergent/soap solutions are not recommended. • CRL M66 should not be applied to unpredictably absorptive surfaces such as marble, limestone or granite unless a standard of appearance has been agreed on as a result of testing for stain and/or discoloration. 0606 TECHNICAL DATA •'• '....' The physical properties of CRL M66'Po1ytfrethane, ltte sk wn in Table 1. '•6.0• •• • TABLE 1 - PHYSICA6 Property/Test Methods ...... Value Shore A Hardness - Durometer .........• •....• 6..............�.•.r �.�'� ± 5 Tensile Strength,ASTM D412-68 .....••.•.a• •...................• 380 psi Elongation (LRtimate),ASTM D412-4 .... w........... ......... y 675% 0000•• Shrinkage........................................! ! ............•............... Nil WeatherometerAdas Xenon Arc ............... ................)11• Change • • Z$5oo hrs) Adhesion -in -Peel ..............................................Aluminum -25 ± 3 pli Concrete -25 ± 3 ph Brick -20 ± 3 pli Low Temperature Flexibility, ASTM D-746 .............................. .40"17 Extrusion Rate ............................35g/min. ± 5, midified 1/8" orifice Service Temperature Range ................... . 75* - 3oo"F (-59° - 149°c) Movement Capability ............................................................ ± 25% Low temperature gunning and application above 0°F (18°C). PAGE 1 OF 3 _ _ AVD3591_rev01/13 C.R. LAURENCE CO., INC. • CORPORATE HEADQUARTERS: POST OFFICE BOX 58828, LOS ANGELES, CA 80058-0828 TOLL FREE TELEPHONE (800) 421-8144 • TOLL FREE FAX (800) 282-$288 criaurence.com ya c �D a< 0 N 0 Rita 0 9 0000•• • 0000•• SPEC DATA SHEET COVERAGE The following tables indicate the approximate number of linear feet filled by one gallon or one 10.1 fluid ounce cartridge. ESTIMATING REQUIREMENTS APPROX. LINEAR FEET PER GALLON Joint Width c 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1" m 1/4" 288 216 144 120 96 84 72 3/8" - 144 96 84 72 60 48 1/2" - - 72 60 48 36 24 APPROX. LINEAR FEET PER CARTRIDGE Joint Width r 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1" CL 1/4" 24 18 12 10 8 7 6 3/8" - 12 8 7 6 5 4 1/2" - - 6 5 4 3 2 APPROX. LINEAR FEET PER SAUSAGE Joint Width 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1" m 1/4" 48 32 24 19 16 14 12 3/8" - 21 16 13 11 10 8 1/2n - - 12 10 8 6 5 PRINCIPLES OF JOINT DESIGN A variety of factors are considered when designing the joint width and depth.The main areas of concern are maximum expansion, surface materials and their expected thermal change. When possible, CRL M66 Modified Polyurethane Construction Sealant should be applied when the joint is at its median opening, so as to obtain the greatest efficiency with joint movement.The dimensions of the joint must be established according to expected movement, number and location of joints.The design should be such that movement on any joint should not exceed ±25% maximum.This joint size can be calculated by determining the expected movement within the joint between the high and low temperature extremes and multiplying the change by a factor of four. For example, it is determined the joint will open and close 1/4" between temperature extremes, it follows, 4"xl/4"=1".The example joint should be a minimum of 1" wide.The depth of the sealant is also a very important consideration. The standard rule of thumb is that the depth should be half the width of the joint, with a maximum depth of 1/2" and a minimum of 1/4". See Figure 1 and Table 2 for these illustrations. FIGURE 1 1" TABLE 2 - JOINT WIDTH AND SEALANT DEPTH Sealant Depth Joint Width At Midpoint 1/4" to 1/2 . ..................1 /4" 1/2" to 1" ..............3/8" to 1/2" 1" to 2" ......................1/2" In deep joints, the sealant depth should be controlled by the use of backer rod. Other caulks should not be used as fillers. Where depth of joint will prevent use of joint backing, an adhesive backed polyethylene tape must be installed to prevent three sided adhesion. Backer Rod is installed by compressing and rolling it into joint channel without stretching Iengthwise.The rod must conform to the manufacturer's recommendations as to size in relationship to joint width. Do not puncture during installation when using closed cell backer rod, and backing must be dry at time of sealant application. Figure 2 illustrates the use of a bond breaker to prevent three- sided adhesion. FIGURE 2 BOND BREAKER SEALANT THREE -SIDED ADHESION (HEAVY LINE) MAY CAUSE FAILURE. SEALANT MAY TEAR. POLYETHYLENE BOND BREAKER TAPE USE OF A BOND BREAKER GIVES TWO-SIDED ADHESION AND ALLOWS SEALANT TO STRETCH FREELY WITH JOINT. INSTALLATION CLEANING 6660 All surfaces where sealant is goingo be •applied n*Wtq i 'dry, clean, free of loose particles, oil, grease, asphalt, tarrway. rust, waterproofing coatings, mold release-elents, and'riwnbiane materials, etc. 00**** • MASONRY: Concrete, stone and pd*t bponry t1s.t r. cleaned with wire brushing, grindW, br sandblasting. A sound surface free of contamif'J"Juist b %achieved before sealant application. • • • • • • • • • MEl'AL: Metal finishes should beites43l'or adhesion on all new construction. Scale, rust oils, grease, o44e. j44 protective lacquer coatings must be,,r% oved Prior to sealant application. When using salbent% on job sJ&18A1 E.P.A. recommendations for handling and safetf ft"t be followed. Any chemical residue or film must be removed prior to sealant application. Reference S.W.I. and NGA manuals for standard industry cleaning procedures. PRIMING M66 is typically applied without the need for any primer. Excellent adhesion to most common building materials, including KynarTM coated metals. PAGE 2 OF 3 AVD3591 roWl/13 C.B. LAURENCE CO., INC. • CORPORATE HEADQUARTERS: POST OFFICE BOX 68625, LOS ANGELES, CA 00008-0825 TOLL FREE TELEPHONE (800) 421-8144 • TOLL FREE FAX (800) 282-3288 Crlaurence.com LZ I SPEC DATA SHEET APPLICATION Apply CRL M66 using a professional sealant gun loaded at the job site. CRL M66 maintains excellent gunnability over a broad temperature range. Joint should be filled from bottom up. Proper size nozzle and gun angle are extremely important when applying sealant to assist in the wetting out process. Install back-up material or joint filler, spacer shims and tapes as specified.Apply CRL M66 in a continuous operation using a positive pressure adequate to properly fill and seal the joint. Tool the sealant with adequate pressure to spread the sealant against the back-up material and onto the joint surfaces. A tool with a concave profile is recommended to keep the sealant within the joint. Excess sealant should be dry -wiped from all surfaces while still uncured, following with a commercial solvent such as mineral spirits, or isopropyl alcohol. Should CRL M66 accidentally begin to cure on adjacent porous surfaces, the excess sealant should be allowed to progress through the initial cure or set-up. It should be then removed promptly by abrasion or other mechanical means. APPLICATION TEMPERATURE Moisture on substrates will adversely affect adhesion and can be found at temperatures below 40°F (4°C). Methyl etheyl ketone (MEK) is soluble in water and may be more appropriate for winter cleaning as it helps in removing con- densation and frost. CRL M66 Modified Polyurethane Construction Sealant maintains excellent gunnability over a broad temperature range. At 75°F (23°C), 50% Relative Humidity, a durable skin forms in 30 minutes. Curing continues at the rate of 1/8 inch (3 mm) depth per day. The cure rate is reduced at lower temperatures and less humidity. After a complete cure, all chemical components of M66 can he considered inert. CLEAN-UP Immediately after use and before sealant has cured, equipment must be cleaned with mineral spirits, or isopropyl alcohol. The cured sealant may be removed by cutting with sharp -edged tool; thin films removed by abrading. CURED SEALANT IS USUALLY VERY DIFFICULT TO REMOVE WITHOUT ALTERING OR DAMAGING THE SURFACE TO WHICH THE SEALANT HAS BEEN MISAPPLIED. PACKAGING CRL M66 Modified Polyurethane Sealant is packaged in 10.1 oz. (300 nil) cartridges, 30/case, and 20 fl. oz. (600 ml) sausages (15/case). Also available upon request are 2 and 5 Vgallon pails. PRECAUTION Uncured sealant may irritate the eyes. Avoid contact with eyes and skin. Contact lens wearers take appropriate precautions. IN CASE OF CONTACT, FLUSH EYES WITH WATER, CALLA PHYSICIAN. Remove from skin with dry cloth or paper towel. KEEP OUT OF THE REACH OF CHILDREN. REFER TO MATERIAL SAFETY DATA SHEET FOR FURTHER INFORMATION. SHELF LIFE When stored at or below 80°F (27°C), CRL M66 Modified Polyurethane has a shelf life of one year from date of manufacture. MAINTENANCE No maintenance should be needed. If sealant becomes damaged, replace damaged portion. Clean surfaces in damaged area and repair with fresh CRL M66 Modified Polyurethane Construction Sealant. COLORS 9 standard colors and 23 CRL/U.S.Aluminum special colors. Custom colors available upon request. TECHNICAL SERVICE Complete technical information and literature is available from C.R. Laurence Co., Inc. Any technical advice furnished by the company or any representative of the company concerning any use or application of any sealant is believed to be reliable, but the company makes no warranty, expressed or implied, for any use or application for which such advice is furnished. LIMITED WARRANTY NOTICE CRL and its manufacturer warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products but also upon many factors beyond our control in the application process. Therefore, except for such replacement or refund CRL and its manufacturers make no warranty or guarantee, expressed or implied, including warranties of fitness or merchantability, respecting its products. CRL and its manufacturers shall have no other liability with respect thereto. User shall determine the suitability of the product for his intended use and assume all risks and liability in connection therewith. Any authorized change in the printed recommendations concerning the use of our products must bear the signature of the CFJ#Ymduct Manager. ••• •••• COOPERATIVE TESTING "'; • • • • ' • Materials submitted for testing shotilcT ge sent to: • • C.R. Laurence Co., Inc. 99"99 • • • • . • • • • • • Technical Sales Department *J• PO Box 58923 • •:": .' • ; • Los Angeles, CA 90058-0;13 " ' • • • • a This program is intended to elimigate4pooential field prob- • '� • lems by pretesting CRL construction sealants wiL w4ues of the building materials on which tie sw1ant willte applied. The test will aid in determining the proper surface p"Para- • f!1 tion method, effective solvents for cleaning and Wether priming is necessary to achieve optimum adhesion. Following this procedure will remove many of the unknown variables which affect field success. Test samples of substrates should be identified as to manufacturer, origin, designed use, building project, person and firm originating the request. Appropriate sketches or drawings showing the intended use can be helpful. PAGE 3 OF 3 AVMW1 r8V01/13 C.R. LAURENCE CO., INC. • CORPORATE HEADQUARTERS: POST OFFICE BOX 68028, LOS ANGELES, CA 00058-0028 TOLL FREE TELEPHONE (800) 421-6144 • TOLL FREE FAX (800) 282-5280 erlaurentexem