Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
148 OLD FARM RD
APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT `L�o 501 APP O D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building blipector i�OC�b1c�Z Application must be printed or typed FEE SCHEDULE Location of Jo $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Uay APPLICANT ADDRESS H11) 07 ( � APPLICANT'S PHONE# 'Ejpr) C'atr OWNER '%OWN S£'4� OWNER ADDRESS Lr D(Pb-7 C/j * OWNER PHONE q_e C� Y Ll -76 bt 'U u ESTIMATED COST$ U IS THIS A CONTRACT COST? Yes No - FEE ENCLOSED $ 13,9 TYPE OF JOB: - 7 l0 SOR•CO New Installation Iteration/Addition/Repair �. Revised 03/05/10 APPLICATION FOR ELECTRICAL PERNUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS 0 ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE Cl FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MDCED USE CTTy STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE �d2 -7 ,%waiChy, Date: l� �z ! Dear Sir or Madam: I, the undersi ned Darrell R. Michalek, CT Electrical License Number El 125305, Hereby give,, adi,a 6144ru 61) authorization to apply for electrical permits under my license. Please call me with any questions or concerns. Address: I L4 S old -(�u m red SOAW i n d-W, 0-7- ('dn7� ELECTRICAL UNLIMITED CONTRACTOR Description: Solar panel roof mount installation DARRELL R MICHALEK 3 FRAI ME LN System size: 5. ► PLYMOUTK CT 06786-7022 u r � M C",? _ : 0.r,! ELC.0125305-El 10/01/?014 09/30/2015 Start Date: 3 WiNk 'D4"k p' �� CtG�-A k Sincerely, Darrell Michalek 802.431.3700 CT Electrical License ELC. 0125305-E1 / APPLICATION FOR BUILDING PERMIT Electric # Plumbing# 148 Old Farm Road Date: o? vIV HVAC # Sprinkler# 31153 FINAL P OVALS - - --_ - - � Estimated Cost Permit Fee $ -w Building �1 1 1 COMPLETE RED BOXED AREAS Occupancy Fee $ /y• ° Engineeri g TYPE OR PRINT ONLY En Ins •Fee $ Affidavit g p' Appr. for CO. I Q SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �@U The undersigned hereby applies to do work according to th6 following: Applicant _10AW C C-L F N'TAN© 'location of Work 148 VL D P;WA fZ0 Lot No. Applicant's Address CAM Ye I.# 6 9 L& Do a � Town SCOTN W iN D'SPO2. Zip 74 Lic.# Owner -9Amor Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit PyLk 'T' -nmav a- City Watero Well❑ Septic System❑ Sewero Ins: HO er . Area Basement Goatt age Approved by ate Use Group onstruction Types-- Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this ajlding and its use is allowed. N Signed I hereby apply for a Certificate of upancy f the work described in this application for the permit. Signed OT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment + ------------------------------------------------------------------------------- **-31153-B 3,000 B10 FINAL 11/12/04 PJP A 8 Electric # )q 0� `1�'G�'0 APPLICATION FOR BUILDING PERMIT Plumbing# 148 Old Farm$ Road Date: HVAC # Sprinkler# 30502 _ FINAL R _ -_- - --_ Estimated Cost $� Permit Fee $ Buildi O ngs S o � COMPLETE RED BOXED AREAS 1 En neeri Occupancy Fee $ fQ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for C l SIGN ON-REVERSE SIDE / Total Fee $_� 1 TO THE BU LDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant NEAT of c r c e-('Location of Work 0 zd/?/y i Lot No. Applicant's Address;?a ey C&AUS ri 4,12 Giy Tel.# S-C,,iQ-g2 ?-/1,2 6 Town!3&?t,i« e I Zip 7 Lic.# S' 7 7 9-9.2 Owner 64z E'N Architect Owner's Address !Y k 01.D 15f 11 5 kd Architect's Address S Ccoj h[P SO!'z Zipo!�07Y Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 6445VA4-7r— ai�A 60— City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basemen Garage Approved by Date Use Group Construction Type Revised W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. /Signed-°'J'. -e(� I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. SignedL�� DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30502-B 10,750 B03 FRAMING (ROUGH) 07/19/04 PJP D LEFT DOOR TAG, NO ONE HOME B03 FRAMING (ROUGH) 07/20/04 JFF A WITH CONTRACTOR NOTE WALL PANELS HAVE R11 INS ULATING FACTOR WENT OVER SMOKES E03 ROUGH 07/20/04 JFF A WITH CONTRACTOR B10 FINAL 12/05/07 JFF A WITH OWNER COMPLETED OK FOR COFO **-19028-E 1,000 N 300- 001- 00 W 13 8.9 1 � 1 0%_L M.<am G�CG! r AL a LOT If s - / I LOT 14 i9v \ dI (""'ITS TOP FTN6 194.5 D \ \ccG wu s � tot.5 or~5 \ ?�� \ � �� \ \ �� �EL�-nw:N Cry► � r ... �r SsmH •TF 201 6 Ft- 19 3 P R 0 P E R T Y 0 F-~-SWI)i RlAGE ESTATES . _ OLD FARM ROAD SOUTH MNDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE I = 40 DATE 9-2b-B 3 CONSULTING ENGINEERS 490 NUCKLAND ROAD DRAWN A.V. H. CHECKED E.W.L. SOUTH Womm R. CONK. � 2034W4'U74 PROJECT 7jr•69 SHEET HEREBY CERTIFY' THAT THIS MAP AN6 SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-Z SURVEY AS DEFINED IN THE EXISTING E 4� PRA¢�ICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS ADOPTED BY E BONNE /1 UT ASSOCIATION OF LAND SURVEYORS INC._M &31LAN6 PURiaS6s OUL%? 6: -•r`J •�� .,—_ % South Windsor 13UILDING DEPARTIAi=NT GLFOAHCATION OF ZONING C01'.;F'LIANCE Proposed buildings), use(s) and;cr structurc�;s) as shown on this p!an app.--r(s) to conformance with cllu rout (3 ) "it regulations. VariL:n U ccs ,,:f sr ci s_ Ci:;ui� .c"S r maySCj �{ (C / Date 1 lJ d2G k Zoning Enforcement Officer 10 THE BUIMN,, CE?T. TG','e- s .,: } p;. , rhts cerl,fi,.d that this pl+n .,nr: Cnptcs of the proposed buiurg erected at OI t I-a •i f 11�� vtth ��•n i ,� r t i �'I ... rt� .od st.�h• iv... ..�J _ 5 y of 's apyh Gatl.n and f1n21 rotn,in—i r,Lo, ,�.' t•., La G� at..�natly l+r:'roved :t.e5� t;JD.f w:::� being known as Lot 15 on- a map entitles "An Upen Space Subdivision in an RR zone Section IV Property of South ' Ridge Estates Abby Road & Nevers Road South Windsor CT. Scale: 1"=40 ' Date: 5-21-83- , Drawn: A.V.,H. Checked: E.-W.L. Projgct: 78-68 ShOet 2 of 2 Lucek Engineering Assodiates. " Certified to John L. & • Barbara C. Levitow, The Berlin Savings Bank, and The Connecticut Attorneys Title insurance Company Certified'. substantially correct. Foundation located as shown. No zoning vio; lations with respect to Ir> location of building Dro 0 r fJ .j .t V . V to \S fit• N 5= N0.C:93 - OL D F ARM RDA D Property o: Johrt L. & Barbara 'C. 'I:evitow i Lot N0. 15 Old Farm Road South Windsor CT LJCEK ENGINEERING ASSOC. INC NO. REVISIONS DATE SCALE 1"=40 ' DATE 12-14-8+ CONSULTING ENGINEERS 490 BUCKLAND ROAD DRAWN MLO CHECKED EWL SOUTH WINDSOR. CONN. I 203-6I4-0570 PROJECT83-11 SHM I HEREBY CERTIFY THAT THIS- MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE 1 STANDARDS OF A CLASS -D SURVEY AS DEFlN_rD IN THE EXISTING "CODE OF jPR qICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS" ADOPTED BY CON ICUT ASSOQAT1OU OF LAND SURVEYORS INC. ! IAP RrFEHENCE TAKEN FROM A MAP ENTITLED SECTIONS PROPERTY OF SOUTH RIDGE ESTATES ABBY :OAD a ;SEVERS ROAD SOUTH WINDSOR, CONK PLOT PLAN .SCALE I"= 4d DATE:12 -27- 78 REV.*S- 29-79, 6- 18-80 3-21-PO, 4-8- 81, 12-2-82 DRAWN: A.V.N. CHECKED E.WL. PROJECT: 78-68 SHEET 2OF 7 EMIL*W. LUCEK 1S�OCIATES 5 OAKLAND ROAD SOUTH WINDSOR, CONN. NORrh+ N 30e- 00I_ 00 W 13 8.9 1 � 1 \ ` F�1��!vEL M. �GCCpl3 y L AL LOT 16 �3 M / 3 LOT 14 ° \ �` - sari 1 Go 50 13.1- 0 � \ 1. �2.63 � sa.a,/� 19'4.� �'• , J Tc 201.6 FL 19 JOPERTY - 0 F� SOUTH R%L>GE ESTATES :_.I OLD FARM ROAD SOUTH WINDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE I "2 40' DATE C%-20-83 CONSULTING ENGINEERS Qrv�.tE �•lovS - SS I 8 490 SUCKLAND ROAD DRAWN A.V. H. CHECKED E.W.L. SOUTH WINDSOR. CONN. 203644-2474 PROJECT 78•168 1 SHEET I HEREBY CERTIFY' THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-? SURVEY AS DEFINED IN THE EXISTING E PRA ICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS". ADOPTED BY E NNE CUT ASSOCIATION OF LAND SURVEYORS INCH._ &MOD yC�._P MSF9 % P41- APPR © VIED TOWN OF SOUTH XAgNDSOR ENGINEERING DEPARTMENT DATE: 49--oel�, 3 SIG.: f IAP REFERENCE TAKEN FROM A MAP ENTITLED SECTION73C PROPERTY OF SOUTH RIDGE ESTATES ABBY 10AD 9 NEVERS ROAD SOUTH W INDSOR, CONK PLOT PLAN .SCALE I"= 4d DATE;12 -27- 78 REV.-8- 29.79, 6- 18-80 3-21-80, 4-8- 81, 12-2-82 DRAWN: A.V.N. CHECKED E.W.L. PROJECT: 78-68 SHEET 2OF7 EMIL'W. LUCEK %SSOCIATES 5 OAKLAND ROAD SOUTH WINDSOR. CONN.� NORTti N 30e- 001- 00 W 13 8.9 1 / 1 ���pE�a� M. lG/CGS LOX 15 'fir tt�► �/��� \Q 27, 940 M3 LOT 16 �3 O 0 �� / LOT 14 • M\ I I A?lo , N \ I D tat 6'0M.. TbP FZ•MIG_.11A.S. irj LOZ.16ao 50 B.L. Mi CON oR/v7,%*x, 4�� Ar Lv L" 2.63 •� .S.r+H ZF 201• t- 19 , P O P E R T Y - O F' SOU' •► TkQGE ESTATES NiS OLD FARM ROAD SOUTH WINDSOR, CO'N*N. L"UCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE--- S A`LE 1 ' = 40' DATE ci-2b-83 CONSULTING ENGINEERS Pleve,cE Aovs — SS I 8 490 BUCKLAND ROAD ( 'DRAWN A.V. H. CHECKED E.W.L. SOUTH WINDSOR. CONN. 203-644-2474 PROJECT 7g-68 SHEET I HEREBY CERTIFY' THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-Z SURVEY AS DEFINED IN THE EXISTING E og PRAOICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS . ADOPTED BY E emONNECYCUT ASSOCIATION OF LAND SURVEYORS INCH_. AppR0V LZ OVVN OF' pV r.H EAIGINE;-RING pEF,aRT MI)s OR 114ENT S1G.; MAP REFERENCE TAKEN FROM A MAP ENTITLED SECTIONS PROPERTY OF SOUTH RIDGE ESTATES ABBY ROAD a NEVERS ROAD SOUTH WINDSOR, CONK PLOT PLAN .SCALE I"- 4d DATE: 12 -27- 78 REV. 8- 29-79, 6- 18-80 10-21-80, 4-8 - 81, 12-,-2-82 DRAWN: A.V.H. CHECKED E.WL. PROJECT: 78-68 SHEET 2OF 7 EMIL 'W. LUCEK ASSOCIATES r OAKLAND ROAD SOUTH WINDSOR, CONN. NpArN N 300- 00'- 00" W 13 8.9 1 / l �.O�11CONN E�% �,��� 1►r. �G cold � o s r a 27, 9 4 5, sio AL��E� '��. LOT 16 _-_;in / c�3.� LOT 14 `' ► ` / nM � 0f \ / � 1 � 190 d 04 IT4601TI Thf mro 194.S. \ o �l zozs z,d IN. 2/0 N11 I. ysL W. , , IN 6 A \ ?� =€ I \\ Rs 6 \ s TF 201 6 Fi- 19 PRO P E R T Y OF SWTIri R1t)GE ESTATES JDT N OLD FARM ROAD SOUTH WINDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE 1 " = 40' DATE 9-2t>-83 CONSULTING ENGINEERS 490 BUCKLAND ROAD DRAWN A.V. H. CHECKED E.W.L. SOUTH WINDSOR, CONN. 2004144-2474 PROJECT 7*-a SHEET I HEREBY CERTIFY- THAT THIS MAP ANd SURVEY WERt PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A_Z SURVEY AS DEFINED IN THE EXISTING PRA CE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS". ADOPTED BY E NNE CUT K ASSOCIATION OF LAND SURVEYORS INC.fOIZ 601LO 6 WMSGS ( �4.WY w - -v�� APPR _O ��` � �J TOWN OF �•`t t;yl WtN�i�C`�� ENGINEERItqC; DWARTNIwN%r DATE; SIG.; N 30•- 00$- 00�� W 13 8.9 1 � 1 / „colt' • r c \ / A \ L0X 15 / p a 0 27. 9 4 5/� S�� AL��E ,�• . cc 4 LOT if �s � // W) LOT 14 \Q 0411 T96 W 41 TOP MG I IA.S. • � \c t 6 ow5 ? N1, 41 6 . vs ! O-L wD TF Zo1 �_ 193 PROPERTY - OF -SOS _I) RIIJGE ESTATES N OLD FARM ROAD SOUTH WINDSOR, CONN. LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE I : 40' DATE R-ZD-83 CONSULTING ENGINEERS _ 490 WCOU AND ROAD DRAWN A.V. H. CHECKED E.W.L. SOUTH WINDSOR. CONN. 203 W4-t/71 PROJECT �-� SHEET I HEREBY CERTIFY' THAT THIS MAP AN6 SURVEY WERIE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-Z SURVEY AS DEFINED IN THE EXISTING E PRAOCE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS". ADOPTED BY E C6NNE �/ UT ASSOCIATION OF LAND SURVEYORS INC.-fOQ &3jLo1N6 Y !•.-'PURFOSC.S Ou� 1- --1 # o s o ic. , �� Pho C r�0 .00 BOCA International Evaluation Report A evaluation scope condition of use Research Report Compliance with the following codes: This report is limited to applications and 21e24 BOCA National Building Code/1999. products as stated herein. BOCA-ES intends that this report be used by the code official to ■ Section 803.2 Classification determine that the report subject complies with ■ Section 803.6 Carpet and carpet-like the code requirements specifically addressed, MANUFACTURER' wall coverings provided that this product is installed in accor- i.: dance with the following conditions: OWENS CORNING ■ Section 106.4 Alternative materials ■ OWENS CORNING Basement Wall Finish- ONE OWENS CORNING PKWY and equipment ing System'"'is intended for finishing walls TOLEDO,OHIO 43659 ■ Section 2603.7 Interior trim in basement applications.Otherapplications ■ Section 1301.1 Scope(Energy are outside the scope of this report. DIVISION 7—THERMAL AND 'conservation) ■ The maximum permitted area of the PVC MOISTURE PROTECTION 1998 International One-and 71vo- moldings shall not exceed 10 percent of the Family Dwelling Code aggregate wall and ceiling area of the room. Section 07200—Insulation ■ Section 318.1 Wall and ceiling ■ Installation of the Basement Wall Finishing (flame spread index) System"" shall be in accordance with this DIVISION 9—FINISHES ■ Section 318.2Srnoke-developed: report and the manufacturer's installation "index manual. Section 09540—Special Wall all Finishing SystemT"' ■ Section 318.3 Testing ■ Basement W shall he Surfaces installed over cast-in-place concrete or concrete masonry unit walls, or wood or EVALUATION SUBJECT' description metal stud framing. Supporting structural systems shall conforming to code require- BASEMENT WALL FINISH OWENS CORNING Basement Wall Finishing ments for that system and are outside scope SYSTEMTm System'"'is an alternative to conventional wall of this report. framing and gypsum wallboard.The Basement ■ The electrical wiring in the chase at the ` Nall Finishing System'"' consists of PVC bottom of the Basement Wall Finish Sys- support lineals, base, batten, and cove mold- tern"I'shall conform to the requirements of ings, and rigid prefinished fiberglass panels. the code and is outside the scope of this Panels are prefinished with a fabric cover. report Basement Wall Finishing SystemT"'is primar- ily intended for installation in residential items requiring applications. Refer to'Figure 1 at the end of verification this report for illustrations of the Basement Wall Finishing System"'. The following items are related to the use of the The Basement Wall Finishing System"'shall report subject,but are not within the scope of be installed in accordance with the manufac- this evaluation.However,these items are related turer's installation instructions and this report. to the determination of code compliance. Installation typically consists of either me- V Concealed electrical,mechanical,orplumb- chanical fasteners or adhesive fastening or a ing components shall be inspected prior to combination of both to the supporting sub- the installation of the Basement Wall Fin- strate. Thermal resistance (R-value) for the ishing System"-' panels to verify compli- fiberglass panels is 11. ance with related code requirements.Evalu- Basement Wall Finishing System"I panels ation of these components is outside scope PRINTED AUGUST,2000 of this report. meet the requirements for classification as a Class I interior finish as tested in accordance ✓ Framing supporting the Basement Wall Page 1 of 2 ins with ASTM E84 and also has demonstrated Finishing System''"'shall be inspected Prior that it will not spread fire to the edge of the to the installation of the panels to verify CopyrightO2000, specimen or cause flashover in the test room in compliance with related code requirements. BOCA Evaluation Services, Inc. accordance with the testing requirements Evaluation of this framing is outside scope specified in Section 803.6(2) of the BOCA of this report. A Participating Member National Building Code/1999. 1„1t of the NES,Inc. Page 2 of 2 Research Report No.21-24 information submitted product identification ■ Integrex"'M Testing Systems,Report No.73143,dated April 17, All OWENS CORNING Basement Wall Finishing Systems""',' 2000,containing results of physical testing. manufactured in accordance with this research report shall bear ■ Integrex,*"'Testing Systems, Report No. C423-99065,dated the following identification: August 19, 1999,containing results of physical testing. ■ "See BOCA Evaluation Services, Inc. Research Report No. ■ Omega Point Laboratories,Report No. 13060-103216a,dated 21-24.' May 14, 1999,containing results for fire testing in accordance bu with ASTM E84 for rigid fiberglass wall panels used in Basement Wall Finishing System,*"+, All Molding Snaps Existing Foundation Wall ■ Omega Point Laboratories,Report No. 16218-106644,dated into or Interior Partition April 13,2000,containing results for fire testing in accordance PVC with ASTM E84 for moldings used in Basement Wall Finish- Support ing System,*",. Grid ■ Omega Point Laboratories,Report No. 13060-103213a,dated 2.5"Glass June 7, 1998, and Report No. 1 3060-1 04470a, dated March Fiber Board 24, 1999,containing results for fire testing for full-scale room Panel with corner testing in accordance with requirements contained in Facing PVC Section 803.6(2)of the BOCA National Building Coc&1999. Cove ■ OWENS CORNING Product Literature.dated May 1998. PVC Support Molding ■ OWENS CORNING Submittal Sheet for Basement lib/l Lineal (top, bottom, rinishhig. ►ysten►(BlYFS), dated April 2000. vertically ■ OWENS CORNING Basement Wall Finishing System every48") Installation Manual, dated January 2000. application for permit To aid in the determination of compliance with this report,the PVC following represents the minimum level of information to Molding PVC accompany the application for permit: Vertical Batten Molding ■ The language"See BOCA Evaluation Services,Inc.Research ;::::� Base Rcport No.21-24"or a copy of this report. ■ Plans indicating the aggregate area of the room and the area of the PVC moldings being used. Figure 1' Sketch of Basement Wall Finish SystemT"" ■ Plans and specifications of any electrical, mechanical, or Showing Typical Components plumbing items installed within the wall system. 'THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY.IT IS NOT ■ Details and specifications of the supporting construction to INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE which the system is to be applied. PURPOSE OF DESIGN,FABRICATION OR ERECTION. NOTICE TO REPORT USERS This report is subject to annual certification.Reports that are not certified shall not be used or referred to.To determine the status of certification of this report,contact BOCA Evaluation Services,Inc.,or consult the latest edition of the BOCA International Product Evaluation Listing published periodically in the BOCA Magazine,or call the Fax-On-Dennand Service at BOCA,extension 500. This report is subject to the conditions listed herein and to the specific product,data and test reports submitted by the applicant requesting this report. Independent tests were not performed by BOCA Evaluation Services,Inc.and BOCA-ES specifically does not make any warranty,either expressed or implied,as to any findings or other matter in this report or as to any product covered by this report.Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for the use of the report subject. This disclaimer includes,but is not limited to,merchantability. Please contact BOCA Evaluation Services,Inc.,with any questions you may have regarding this report.Additionally,please contact us if you have any information on the performance of the product described herein which is contrary to this report. • 4051 West Flossmoor Road • Country Club Hills, IL 60478-5795 telephone(708) 799-2305 fax (708) 799-0310 To: Date: 'fo Whom It May Concern: Please be advised that Basement Rcmodelers of CT, LI.C, d/b/a Owcns Corning Basement finishing Systems of C'I', is licrcby granted permission to act as our agent for the purpose of obtaining permits for our home improvement project at the following location: (Street Address) (1-lomeuwncr's signature) (date) (Printed name) DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applicatio Y. TOWN OF SOUTH WINDSOR j c1Oa� BUILDING DEPARTMENT OVE 1540 SULLIVAN AVENUE Bldg.Permit# t_ 2 ��' 644-2511 ext. 230 3 Date I n n Application must be printed or typed FEE SCHEDULE F;� 1?Loc�tio o6 �9` �J$0-$1,000=$15.00 Street Lot No. Over$1,000$15.00 per$1,000 or any fraction thereof gnation Apt.No. n -(1 . ( ( (I APPLICANT Y APPLICANT ADDRESS I v APPLICANT PHONE# 0��-174 OWN SF OWNER q� OWNER ADDRESS � Q OWNER PHONE W C ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ �a r� % . O�� TYPE OF JOB: R-C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERNIIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑RESIDENTIAL ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK C it _ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. e7 (TT O CTO LIC SE N04 TYPE STATE SIGNATURE OF APPLICANT 1� n �/ d" ATE /0V DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR P T# BUILDING DEPARTMENT APPROV D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector— Application must be printed or typed FEE SCHEDULE O�� I-- Location of Job: �A $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ba u APPLICANT ADDRESS APPLICANT PHONE# W 5 SOWN SF-4 OWNER OWNER ADDRESS a , OWNER PHONE C ESTIMATED COST$ 00 m� * IS THIS A CONTRACT COST? ` Yes _No FEE ENCLOSED$ tl O�� TYPE OF JOB: C F OR CO �w Installation _Alteration/Addition/Repair Revised 4/01//2002 x i APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION G✓�,�v k SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN L� SIZE OF WATER PIPING&RISER WATER HEATER: TYPE GQ `� J In MANUFACTURER Q DESCRIPTION OF WORK �Q CZ ce THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO P==HE WORK DESCRIBrD AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. O-) �-/0 P I CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE J Electric # 1 qoo So) APPLICATION FOR BUILDING PERMIT Plumbing# 1 y O HVAC# Fn-'m 'P,.c-A- Date: lzz Sprinkler# t`{ Z Estimated Cost $ 3,Sg� FINAL APPROVALS Permit Fee $ 6U Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.torCO. ► SIGN ON REVERSE SIDE A Total Fee $ !vo TO THE BUILDING D TMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 1 �y �� The undersigned hereb applies to do work according to the following: Applicant Location of Work_ - 1 Lot No. Applicant's Address 77I 13r r kj - - - - _ _ Tel # RLU q2L/ Town N__Ll (r1r ZipCbt){p j . - -Lic.# 3a 7-731� OwnE t Architect Owner's Address Architect's Address q W11181sor (I-- Zip mq — - - -- - --- Zip Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area Purpose of this permit Do r G1DrP nioujilLed_ Sa")e1 r City Water J Well J Septic System J Sewer J Ins: HO SP Area Basement Garage Approved by _" Date 1� -� Use Group Construction Type Revised t108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to located the proper distance from all street lines,side yard lines,and required distances from all other zones and is locate wh his building a is se is allowed. Signe I hereby apply for a Certificate of c cy for the work describ in t s application for the permit. Signed DO N RITE BELOW THIS LINE INSPECTION COMMENTS SolarCity Date: 1011 la 1 l Dear Sir or Madam: This letter is to verify that,�Odl'o� &InWk Gk() is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: ow -(�YrYl Description: Solar panel roof mount installation System size: Start Date: Sincerely, JrOperations Ranager, Hartford, CT CT Contractor's License #HIC.0632778 State of Connecticut Department of Consumer Protection License Services Division =�kky�) REGISTRATION VERIFICATION This is to certify the following information regarding: SOLARCITY CORPORATION 3055 CUARVIEW WAY SAN MATEO, CA 94402-3709 Registration Type: HOME IMPROVEMENT CONTRACTOR Registration Number: HIC-0632778 Status: APPROVED Effective Date: 12/01/2014 Expiration Date: 11/30/2015 For questions,please contact the License Services Division at the number or email address listed below, 4�� Tamy Quispe Processing Technician ia/5/2oi4 165 Capitol Avenue•Hartfard Connecticut 06106 Telephone:(860)713-6000 o FAX.(660)713.7229 Email:ft liceneesernces@ct.eav Web site:www.ctEov/den INSPECTION FIELD SHEET 03/27/15 Printed by Peart, Dayshell 16:07:30 INSPECTION: 73241 FINAL PERMIT: STATUS: APPLICATION: 201401809 LOC: 148 OLD FARM ROAD SOUTH WINDSOR PROPERTY ID: 66300148 OWNER: CELENTANO LAURA L CONTRACTOR: REQUEST BY: PROJ DESC: INSTALLATION OF 20 ROOF MOUNTED SOLAR PANELS. 5.1 KW. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 03 14/15 PRIORITY: V,". ,.., SCHEDULED: 03/27/15 AM COMPLETED: S/'27?15 y UNPAID FEES: .00 Date Time MILEAGE: .00 TIME: TRAVEL ONSITE COMMENTS: RAYMOND @ 860-924-7003 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 01/21/15 ROSE PASS B010 ELECTRIC FINAL OK TO RELEASE TO CL&P ���_ l + OWENS :ITIERT , I T CORNING M ram ■■■■■■■■■�i1Nr J■■■■■■■MIS■■rli�..il y■■■■ ■■■IN■■■■■■■■■■■■■■■■■■ ■■■■■■■■��■I�i�■■■■■■■■fii■■Eli.■ ■■ ■ ■1�■■■■■■■�/fiMi■■■■■■ ONE ■ ■■ ■■■■ ,i ■OEM EEOION0 100E ■ rflr�iM ■■■mm■'ir wl■■■■ ■ ■■ M■■ ■ ■ lids ■ I�v�/■ ■ ■■/mp�1 ME. . ■ ■ ■EEO t!M ■■r ■■E111WIN 1 /111■ MO■■E■ ■EWHOM ■N ■■■■■1N=tiii�ommafill i C iiaiiE►--_...-� �'iili-'■��■r■■si�l■■■■ `�■■ ■ ■ ■ . ■ �� ■■ ■■■■■■■i■■■■■■■OEM ME■■■■■■■■■IN■■■■■ ■■ ■ ■ ■ ■■■ ■■■■■■■■�I■■■■■■■■■■ ■O■■■■■■■■MINE■■MEME■■E ■► ■■■■ i ■ ■■■■■■■■■I■■■■■■■■■■ ■E■MM■■■■■I N■ME■■MOEM■iNORVIE■■■ IO■ ■ _Rfam mo■■■■I■■■■■■■■■■ ■■M■E■■■■MINN MM■■■■■■■Ill■E■■■ ■ M ■FEMME■■I■■■■■■■EE■ ■■E■■MM■ ; ■■■■■■■■ ■■E■■E■!� 1 �E■■■E■■■1■■■■■■■OM■ ■■■E I ■■ ■■ IN■■!■ M ► 1 ► ■ ■■■inimmosommoom ■ ■■ ■ % 'a . ■ ■I ■■■■■■■■ 1 ■ ■■ E■■1 ■■ ■ ■■ ■■ ■ ►_ !�� ■ ■IN■■■I 1I.MmIll ■ ■■ NMa fk _EE■EEE/■ ■ ■ ■■I MEMO ■■ Ill Il olimmolol No ■■ ■E■ ■liimmom ■■ ■■■ ■■ ■ ■ ■I ■ M■■ME IN ME 11■ No ■■ ■EM■O■■■ ■ MEMO ■ I� ■ ■ 1■■ ■ M■ME■ ■■ ■■■■■E■■■E MEN M■ t 11 A= ONE MEN 1 ■ ■I■ ■■■■■ ■■ "T" commol mmm mw� NEE EN ■E■■EE■ ■E■ IEEE ■ 11 ■ ■■ ■■ ■■■ME■ 1 ■ 9p, °tI 2. 4 AP t S 2N34 South Windsor BUILDING DEPARTMENT /0 no � 1w wo OF wwk W018wo fNa 401111"thaa goOfte W 60940daaticna a,e us- "On 10 an A ils/bosom r aaraalwas to be anusb�d M 110NOW 010 allgttOMORW statwd In appileatIon one Mad Wlth plan and 1 9"to oompy with all aonlna Hutldfng and state laws and such orders as shalt to Issuod by the Building Department during pen(lonc) t( this application and final Issuance of ■ bulldln4 �fp•nhM. - - /NIaMd s his plan is approved sub)act to tw asl� dlticn Tnat )rders and ordlnsnoas raOWatim buNdim ab" an �:amPliad with. ;ondltk%"lr Appt«r mom a" ll/� I IL Isya� � Version#41.5 '� "' ,SolarCit . RU December 9,2014 Project/Job#0601545 RE: CERTIFICATION LETTER Project: Celentano Residence 148 Old Farm Rd South Windsor,CT 06074 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes =2003 IBC/2009 IRC w/CT Amendments,ASCE 7-05,and 2005 NDS -Risk Category=II -Wind Speed = 100 mph,Exposure Category C -Ground Snow Load = 30 psf -MP1: Roof DL=7.5 psf,Roof LL/SL= 30 psf -MP2: Roof DL=7.5 psf,Roof LL/SL=30 psf(Non-PV Areas),Roof LL/SL= 18.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.2388<0.4g and Seismic Design Category(SDC)=B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structuraLuogrades as detailed in the plan set to withstand the applicable roof dead bad,PV assembly bad,and live/snow bads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2003 IBC42009 IRC w/CT Amendments. `,%%1111111//�� . ii Please contact me with any questions or concerns regarding this project. ����•��`�KG. .G�►' Sincerely, Digitally signed by Humphrey Humphrey Kariuki, P.E. Kariukl �* •'•. L C �• ``�` Professional Engineer Date:2014.12.10 09:19:46-05 00 ��'9p •••••••' '�� Main: 888.765.2489,x3515 /�� 't10 ���� email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com 1 12.09.2014 SolarCityPV System Structural Version#41.5 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:I Celentano Residence AHJ: South Windsor Job Number: 0601545 Building Code: 2003 IBC/2009 IRC w/CT Amendments Customer Name: Celentano, Laura Based On: IRC 2009/ IBC 2003 Address: 148 Old Farm Rd ASCE Code: ASCE 7-05 City/State: South Windsor, CT Risk Category: II Zip Code 06074 Upgrades Req'd? Yes Latitude/Longitude: 41.862773 -72.543802 Stamp Req'd? Yes SC Office: Hartford PV Designer: Kyle Pecevich Calculations: Paymon Eskandanian EOR: Humphrey Kariuki, P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.2388 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP A RidgeSouth Savin.Woo'ds Open Space Stage, DigitalGlobe. U.S Geological Survey. USDA Farm Service Agency 148 Old Farm Rd, South Windsor, CT 06074 Latitude: 41.862773, Longitude: -72.543802,Exposure Category: C r LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight 3.0 sf Roof Dead Load Material Load Roof Category Description Mpl Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Undedayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 MPi 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-OS Roof Live Load Lb 20.0 psf Table 4-1 Member Trbutary Area At :S 200 sf Roof Slope 6/12 Tributary Area Reduction R1 1 Section 4.9 Sloped Roof Reduction R2 0.9 Section 4.9 Reduced Roof Live Load Lr 4=L.(111)(Rz) Equation 4-2 Reduced Roof Live Load Lr 18 MPi 18.0 Psf Reduced Ground/Roof Live-/Snow Loads Code Ground Snow Load pq 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 270 I Horiz.Distance from Eve to Ridge W 182 ft Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor 4 Partially Exposed1.0 Table 7-2 Snow Thermal Factor 4 All structures except 1. Os indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Pf rm0 30.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf=0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 30.0 psf 1 100% ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof C All Othe1.0 Surfaces Figure 7-2 Design Roof Snow Load Over P:root=(C,.,w)Pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof -__ -- 30.0 psf 100% ASCE Desi n Sloped Roof Snow Load Over" Modules Surface Condition of PV Modules G Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV =( )Pr ASCE Eq: 7.4-1 Modules p¢°" 30.0 psf 100% , y COMPANY PROJECT WoodWorks® 50""A..o.VM08DESOGN Dec.5,2014 15:09 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Eunitjtern Start End Start End DL Dead Full Area No 7 50 (16 0)*PV LOAD Dead Partial Area No 3 33 14 67 3 00 (16 0)*SNOW LOAD Snow Full Area Yes 30 00 (16 0)* *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 18'-7.3" 0' 01-8" 16'-2" Unfactored• Dead 118 116 Snow 337 321 Factored: Total 455 437 Bearing F'theta 495 495 Capacity Joist 5755 5198 Supports 5020 - Anal/Des Joist 0 08 0 08 Support 0 09 - Load comb #2 #4 Length 3 50 3 50 Min req'd 0 50* 0 50* Cb 1 11 1 00 Cb min 1 75 1 00 Cb support 1 13 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber n-ply, S-P-F, No.1/No.2, 2x6, 2-ply(3"x5-1/2") Supports: 1 -Lumber Stud Wall,S-P-F Stud;2-Hanger; Roof joist spaced at 16.0"c/c;Total length: 18'-7.3"; Pitch:6/12; Lateral support:top=full, bottom=at supports; Repetitive factor applied where permitted(refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] F-1 I WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 33 Fv' = 155 fv/Fv' = 0 21 Bending(+) fb = 1315 Fb' = 1504 fb/Fb' = 0 87 Bending(-) fb = 9 Fb' = 1504 fb/Fb' = 0 01 Live Defl'n 1 11 = L/186 1 16 = L/180 0 96 Total Defl'n 1 1 54 = L/135 1 1 73 = L/120 0 89 Additional Data: FACTORS F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1 15 1 00 1 00 - - - - 1 00 1 00 1 00 2 Fb'+ 875 1 15 1 00 1 00 1 000 1 300 1 00 1 15 1 00 1.00 - 4 Fb'- 875 1 15 1 00 1 00 1 000 1 300 1 00 1 15 1 00 1.00 - 2 Fcp' 425 - 1 00 1 00 - - - - 1.00 1 00 - - E' 1 4 million 1 00 1 00 - - - - 1 00 1 00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 379, V design = 359 lbs Bending(+) LC #4 = D+S (pattern: sS) , M = 1657 lbs-ft Bending(-) LC #2 = D+S, M = 11 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1 00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 10 3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012),the National Design Specification (NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS: level bearing is required for all sloped beams. 6.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govem design. CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material I Comp Roof PV System Type I SolarCity SleekMount'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 270 Rafter Spacing 16"O.C. j Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam[Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Krt)(Kd)(V-"2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U G -0.88 Fig.6-118/C/D-14A/B Ext. Pressure Coefficient Down G Do.,, 0.45 Fig.6-116/C/D-14A/B Design Wind Pressure p p = qh (G ) Equation 6-22 Wind Pressure Up Pop) -18.0 psf Wind Pressure Down 10.0 pd ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered _ Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -282 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity Capacity DCR 56.4% X-Direction Y-Direction Max Allowable Standoff Spacinq Portrait 48" 64" Max Allowable Cantilever Portrait 31 17" NA Standoff Configuration Portrait Staggered _ Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -353 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 70.6% LOAD ITEMIZATION - MP2 PV S stem Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Wei ht 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Comp Roof ( 1 Layers ) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf(MP2N 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 7/12 Tributary Area Reduction R, 1 Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr Lr= L.(RI)(R2) Equation 4-2 _ Reduced Roof Live Load Lr 17 MP2) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 300 I Horiz. Distance from Eve to Ridge W 18.5 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially 0 posed Table 7-2 1.Snow Thermal Factor C, All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ -m" 30.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pr = 0.7(Ce)(C,)(1) pg; p, >_ pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped_ Roof Snow Loa Over r__Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over pY,o,r=(C.-r a)Pr ASCE Eq:7.4-1 Surrounding Roof P"°°r 30.0 psf 100% ASCE Design Sloped Roofnow Load Over PV Modules Surface Condition of PV Modules 4_Pv Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV P.-P.=(CAP)Pr ASCE Eq:7.4-1 Modules p`°" 18.5 Psf 62% COMPANY PROJECT WoodWorks® Dec.5,201415:10 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7 50 (16 0)* psf PV LOAD Dead Partial Area No 10 92 13 67 3 00 (16 0)* psf SNOW PV Snow Partial Area Yes 10 92 13 67 30 00 (16 0)* psf SNOW NON-PV1 Snow Partial Area Yes 0 00 10 92 18 50 (16 0)* psf SNOW NON-PV2 Snow Partial Area Yes 13 67 16 25 18 50 (16 0)* sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 0'-8" 16' Unfactored: Dead 96 98 Snow 216 227 Factored: Total 312 325 Bearing: F'theta 495 495 Capacity Joist 5755 5198 Supports 5020 - Anal/Des Joist 0 05 0 06 Support 0 06 - Load comb #2 #4 Length 3 50 3 50 Min req'd 0 50* 0 50* Cb 1 11 1 00 Cb min 1 75 1 00 Cb support 1 13 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate.No stud design included. MP2 Lumber n-ply, S-P-F, No.1/No.2, 2x6, 2-ply(3"x5-1/2") Supports: 1 -Lumber Stud Wall, S-P-F Stud;2-Hanger; Roof joist spaced at 16.0"c/c;Total length: 18'-5.0"; Pitch: 6/12; Lateral support:top=full,bottom=at supports; Repetitive factor:applied where permitted(refer to online help); FII WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 24 Fv' = 155 fv/Fv' = 0 16 Bending(+) fb = 915 Fb' = 1504 fb/Fb' = 0 61 Bending(-) fb = 6 Fb' = 1504 fb/Fb' = 0 00 Live Defl'n 0 73 = L/279 1 14 = L/180 0 64 Total Defl'n 1 05 = L/195 1 71 = L/120 0 62 Additional Data: FACTORS F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1 15 1 00 1 00 - - - - 1 00 1 00 1 00 2 Fb'+ 875 1 15 1 00 1 00 1 000 1 300 1 00 1 15 1 00 1 00 - 2 Fb'- 875 1 15 1 00 1 00 1 000 1 300 1 00 1 15 1 00 1 00 - 2 Fcp' 425 - 1 00 1 00 - - - - 1 00 1 00 - - E' 1 4 million 1 00 1 00 - - - - 1 00 1 00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 282, V design = 268 lbs Bending(+) LC #2 = D+S, M = 1153 lbs-ft Bending(-) : LC #2 = D+S, M = 8 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads (live, wind, snow.-) Total Deflection = 1 00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 10 3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS: level bearing is required for all sloped beams. 6.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govem design. CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 Rafter Spacing 16" O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacinq X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System I Tile Roofs Only I NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.95 Table 6-3 Topographic Factor Kt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor _ I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down p,M,,, 0.88 Fig.6.11E/C/D-14A/B Design Wind Pressure p p = qh (GC,)) Equation 6-22 Wind Pressure Up Pf„o -19.6 pd Wind Pressure Down P(downl 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq Landscape 64" 39'' Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -310 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.0% X-Direction Y-Direction Max Allowable Standoff Spacinq Portrait 48" 64" Max Allowable Cantilever Portrait I 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -388 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity Demand/Capacity DCR 77.5% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTER11ED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE NTH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY NTH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WARES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS UPLIFT LICENSE GENERAL NOTES PV6 THREE LINECULATIONS DIAGRAM 1. ALL WORK SHALL COMPLY WITH THE 2003 IBC X Cutsheets Attached AND 2009 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR • • • • • REV BY DATE COMMENTS AHJ: South Windsor REV A NAME DATE COMMENTS UTILITY. Connecticut Light and Power • ♦ « • .•t:, - - • • • - • - - • � - LWA CONM'n#L— THE NF WTION HUMN roe itimmt: JB-0601545 00 Pram Not DESK. �wt, CONTAMED SHN.L NOT BE USED FOR THE CELENTANO, LAURA CELENTANO RESIDENCE Kyle Pecevich �t�/. BENEFIT OF ANYONE EXCEPT SOLARCITY NC.. NOUM SYSIETt •♦r* ?=SHALL IT BE WXLOSED N IwOLE OR N CompMount Type C 148 OLD FARM RD 5.1 KW PV ARRAY �;SOlarC• PART TO OTHERS OUTSDE THE RECIPIENT$EXCEPT N C rmulFs SOUTH WINDSOR CT 06074 OROANZATION, CONNECTION METH THE SALE AND USE OF THE RESPEC71YE 20) CANADIAN SOLAR CS6P-255PX REY DAIS _% K CA`� SOLARCITY EQUIPIEIIT, MIHOUT M VIM NVE m PAGE NAIE SLEET: T.(GW)535-IOM GW)M-1029 PONS"OF SOLARCITY NC. SOLAREDGE SE5000A-USOOOSNR2 (860) 644-7626 COVER SHEET PV 1 12/9/2014 (M)-SOLL-CITY(785--240)wwAoQdly.= PITCH:27 ARRAY PITCH:27 MPi AZIMUTH:232 ARRAY AZIMUTH:232 �� MATERIAL:Comp Shingle STORY:2 Stories `� GpNNEC� /� STAMPED & SIGNED �:' �K"'�G�Cell FOR STRUCTURAL ONLY 148 Old Farm Rd PITCH:30 ARRAY PITCH:30 �• ,t• MP2 AZIMUTH:232 ARRAY AZIMUTH:232 MATERIAL-Comp Shingle STORY: 2 Stories Digitally signed by Humphrey Kariuki .�� '•.••�� ,``.�� Date:2014.12.10 09:20:22-05'00' (E)DRIVEWAY Front Of House LEGEND Q (E) UTILITY METER & WARNING LABEL ti. INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS O ® AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS MP2 O DISTRIBUTION PANEL & LABELS --- Q LOAD CENTER & WARNING LABELS r D `1� DEDICATED PV SYSTEM METER M B AC 'nV MPi 0 STANDOFF LOCATIONS © CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR A — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED t`1 INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN Scale: 1/8" = 1' 01' 8' 16' CmFDENT,&-THE NFXWTM HUM jw Nun J B-0601545 00 PROM°""R DCZWTM �TM D • CONTAINED SHALL NOT BE USED FOR THE CELENTANO' �LAURA CELENTANO RESIDENCE Kyle Pecevich ';;So�arCity. BENEnT OF ANYONE EXCEPT SOLARCITY INC, Yamm stsim •`.T NOR SHALL IT BE D�MEM INViOLE OR IN Comp Mount Type C 148 OLD FARM RD 5.1 KW PV ARRAY PART TO OMRS OUTSIDE TEE RECIPIENTS �aouiFs SOUTH WINDSOR CT 06074 71CIMNIZATION,EXCEPT INCONNECTION VM 3055 cwwAerWay THE SALE AND USE Of THE RESPECTIVE 20 CANADIAN SOLAR # CS6P-255PX 94402 SOLARQTY EQUIPMENT,WITHOUT Im WR U NVESIFR PACE NNE SHEET: REV: DAIS: T:(650)638-10 F(650)838-1029 SON DF SOLARc�Tr SOLAREDGE E5000A—USOOOSNR2 (860) 644-7626 SITE PLAN PV 2 12/9/2014 (aea}sa-cm(7ss-24N).....el�aftx� ``%111111////// \ ```� GpNNECl��, STAMPED & SIGNED 51 ILy FOR STRUCTURAL ONLY (E) WALL OR (� 2x4 _t;�. *_ SUPPORT BELOW (N)zxc s��/R MEWw =�� Digitally signed by Humphrey GE MIR (E) RIDGE BOARD SIMPSON SDW SIMPSON SDW 22458 OR SUPPORT B SEE 70P MEW '0'0ic�Cjp�lt'', ��`` Date k2014.12.10 09:20:13-05'00' SCREWS 0� (N) SISTER MEMBERS WOOD(SE C) RAFTER E I11111 '-0" MIN. UPGRADE NOTIs SEE MP SIDE VIEW FOR REQUIRED LENG (E)LBW1. CUT AND ADD(N)SISTER AS�N N 1H05 SIDE VIEW AND MM OM TOP VIEW. GE GE 2. FASTEN(N)WIER IO(E)YOUR W/S E SON sow VM(F 2—PLY)OR 2249(F _ SIDE VIEW OF MP2 NTS 3—PLY)SDW SOM STAGGERED AT 16.O.C.AL 4 SPAN AS SPEMED.F WOOD MIR B SPLITTM IS SEEN OR HEARD.PRE—DRILL wTH A$DRILL 117. ALL OPTION FOR FULL LENGTH YFINERS ONLY—FASTO!(N)SIDE HEARER TO(E) MP2 x_s64 xuwn CI LeveR Y_SPANG Y{ANTIIEVER NOTES RACIER w/,oa(F 2—PLY)oR,6a FROM EACH SIDE(F 3—PLY)NCOMMNNAILS AT s TOP VIEW OF PARTIAL LENGTH LAPPED SISTER LANDSCAPE 64- 24" STAGGERED ALL ALONG SPAN. PORTRAIT 48" 19" •95T[R ALL RAPIERS ON THIS MP SECTION INTOWHCFI THE ARRAY 6 LAGGED. W RAFTER 2x6@16"OC ROOF AZI 232 PITCH 30 STORIES:2 OTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER Scale: 3/4"=1'-0" ARMY AZ1 232 PITCH 30 CJ. 2x6 @16"OC Cpmp ShIroe PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE 6' END ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT DISTANCE SIMPSON SOW 6 HOLE. _16 O.C., TYP� WOOD SCREWS ZEP ARRAY SKIRT ( ) 2 SEAL PILOT HOLE WITH ZEP COMP MOUNT C (4) ( ) POLYURETHANE SEALANT. 1 y4" — — — -- — -- ---- --------- --- ZEP FLASHING C (3) (3) INSERT FLASHING. (4) (N) 2x6 SIDE MEMBER (E) 2x4 MIN. RAFTER (E) COMP. SHINGLE PLACE MOUNT. (1) (E) ROOF DECKING (2) INSTALL LAG BOLT WITH (5) 5/16- DIA STAINLESS (5) SEALING WAS2x6 END FASTENER GROUPING STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH G E WITH SEALING WASHER (6) BOLT k WASHERS. Scale: 1"=1'-0" (2-1/2- EMBED. MIN) (E) RAFTER STANDOFF CONFIDENTIAL-THE INI'ORYATION HE1iElN IOI1 M>�Ex J B-0 6 015 45 �� PREllSE Gout DEs Dft DESIGN: ��`.!, CONTANED SHALL NOT BE USED FOR THE CELENTANO, LAURA CELENTANO RESIDENCE Kyle Pecevich EIENEnT OF ANYONE EXCEPT SOLAWTY INC. YoLwTNG SYSIEHk :,•�� ;So�arCity. NOR SHALL IT BE DIsaoSED N WHOLE OR N CompMount Type C 148 OLD FARM RD 5.1 KW PV ARRAY PART M OTTERS OUTSDE THE RECIPIENTS ORCMZA1ION.E YoouEs SOUTH WINDSOR CT 06074 EXCEPT IN CONNECTION WITH 3055 Clear*w Way THE SALE AND USE of THE RESPECME (20) CANCAN SOLAR # CS6P-255PX SHEET. may' DATE: San YatM CA 94402 SOLARCITY EOUPYENT,IMATHOIlT THE WRITTEN PANE HALE �"SSION OF SOLARCITY I� SOLAREDGE SE5000A—USOOOSNR2 (860) 644-7626 STRUCTURAL VIEWS PV 3 12/9/2014 (N,m)-sm�(�2F.(650)...��y— � STAMPED & SIGNED �(0�4� �KE`'�G.CG�� FOR STRUCTURAL ONLY 2x6 SPFE2 (N wit •• 1>d �� Digitally signed by Humphrey (E) WALL OR �c o't �ii/�9p•'•�:� '��� Kariuki SUPPORT BELOW Sl LOIN //// Ild�µ���� Date:2014.12.10 0920:02-05'00' (E) RIDGE BOAiE SIMPSON SDW GE MIR SIMPSON SDW 22458 OR SUPPORT BE 22300 WOOD - WOOD SCREWS SCREWS (N) SISTER MEMBERS (E) RAFTER - 7F 4'-»• (E)LBW -0' MIN. A SIDE VIEW OF MP1 NTs SISTER UPGRADE INFORMATION: RAFTER I BY HATCHING SEE MP SIDE VIEW FOR REQUIRED LENG UPGRADE NOTES- GE MPl x-SPACING x-CANTIlEVER Y-SPACNGIY-CANTTLEVERl NOTES 1, CUT AND ADD(N)SISTER AS SHOWN N THIS SIDE MEW AND REFERENCED TOP VIEW. GE LANDSCAPE 64" 24" STAGGERED 2. FASTEN (N)SISTER TO(E) MEMBER W/SIMPSON SDW 2M(F 2—PLY) OR 22458 MIR PORTRAIT 48 it (IF 3—PLY) SDW SCREWS STAGGERED AT 16. O.C. ALONG SPAN AS SPECIFIED, F RAFTER 2x6 @ 16"OC ROOF AZT 232 PTTCN 27 STORIES:2 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A j'DRILL BIT. ARRAY AZI 232 PITCH 27 ALT. OPTION FOR FURL LENGTH MEMBERS ONLY— FASTEN (N)SIDE MEMBER TO �. 2x6@16.00 � 40 � VI E(E)RAFTER w/10d(IF 2—PLY) OR 16a FROM EACH SIDE(IFF 3-PLY) COMMON PNAILS AT V o.C. ALONG SPAN. SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER Scale: 3/4"=1'-0" •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER 6• END & FENDER WASHERS LOCATE RAFTER, MARK HOLE DISTANCE 16. O.C., TYP SIMPSON SDW ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOTS"�`— —'j WOOD SCREWS ZEP ARRAY SKIRT (6) HOLE. 1 " ZEP COMP MOUNT C — — — (4) (2) SEAL PILOT HOLE WITH -- — ------ --------- --- POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (N) 2x6 SIDE MEMBER (E) 2x4 MIN. RAFTER (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING u (2) (5) INSTALL LAG BOLT WITH G E 2x6 END FASTENER GROUPING 5/16' DIA STAINLESS (5) STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH Scale: 1"=1'-0" WITH SEALING WASHER C6)1 BOLT & WASHERS. (2-1/2' EMBED, MIN) (E) RAFTER STANDOFF CONFIDENRAL-THE INFORMATION HEREIN ,roe wkwt J B-0601545 00 Pla"Oust DEWWTM DMM CONTAINED SHALL NOT BE USED FOR THE CELENTANO, LAURA CELENTANO RESIDENCE Kyle Pecevich ':, BENEFIT OF ANYONE EXCEPT SOLARCITY N INC, MDIM SS51EIt �'«� ,So�arCity. NOR SHALL IT BE USMOSO WHOLE OR N CompMount Type C 148 OLD FARM RD 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGA MODIIFs SOUTH WINDSOR CT 06074 NIZAIM,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 20 CANADIAN SOLAR CS6P-255PX 30� m rA "'r SOLAROTY EOUPMENT,WITHOUT THE WRITTEN PACE NAPE SHEET: REW DATE 63 M028 CA 94) PERMISSION OF SouNaTY INC. '"'� (/860 644-7626 PV 4 12 s 2014 (=}��('�24Mi°�.��mn SOLAREDGE SE5000A-USOOOSNR2 l ) STRUCTURAL VIEWS / / UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. COWIDENn&-,HE NIRMAnON HU°N im Nut J B-06 01545 00 Pin"oaut X Wlt m3ft solarCity.XXINTANM SHALL NOT BE User FW THE CELENTANO, LAURA CELENTANO RESIDENCE Kyle Pecevich EI IMT OF ANYM EXCEPT SOI MIM NC, mom XO Snim ,; NM SHALL IT BE O N MOLE OR IN CompMount Type C 148 OLD FARM RD 5.1 KW PV ARRAY PART To OTHETtS WTSDE THE REGPIENTS SOUTH WINDSOR CT 06074 aWMZATUN,EXCEPT IN X�NECTXON WITH 3055 asaNew Way THE SALE AND USE OF THE RESPECTIVE1(20) CANADIAN SOLAR # CS6P-255PX � REw DATE So,M ON CA 9NO2 SOLARaTY EQUP►XENT.WITHOUT THE WIEN PAGE NAME t(cso)635-Una F.(cso)Xas-IM9 �MSSKM OF SOLARaTY W- SOLLAAREDGE SE5000A—USOOOSNR2 (860) 644-7626 UPLIFT CALCULATIONS PV 5 12/9/2014 (8N)-S0L-=(765-24ag)wwwwdt em GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) /8 GEC TO (N) GROUND ROD Panel Number:Cutler hammer Inv 1: DC Ungrounded FINV —(i)SOLAREDGE #SE5000A—USODOSNR LABEL: A —1 0)CANADIAN SOLAR CS6P-255PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.92641250 Inverter, 5000W, 24OV, 97.5% w/Unifed Disco and ZB.RGM.AFCI PV Module; 255K 234.3W PTC. 40mm, Ano Blk Frame, H4, ZEP, 600V Underground Service Entrance Voc: 37 4 Vpma)C 30 2 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 3 SOLAREDGE SE5000A—USOOOSNR2 (E) LOADS B 07 SolorCity 12 N 2 A I 30A/2P ---------- EGG - DC« �` ---- GND -- ------------- n GEC DC- DC- MP . 1x2 BEC-'C--------------------------- -- 1---- -- E ------------------� I 1 1 N I 1 EGCIGEC -j Z - - - TO 120/240V I SINGLE PHASE 1 1 UTILITY SERVICE 1 1 I 1 AC DISCO LOCATED NEXT TO UTILITY METER Voc* = MAX VOC AT MIN TEMP OTT (1)CUTLER-HANYER/BR2J0 PV BACKF®BREAKER B (t)CU11 ER-HALER i DG221 URB /� A (I SdorCH: 4 STRING JIJtIC110N BOX D l Breaker, 30 2P,2 Spaas Dwonnect; 30A.24OVac.Non-Fusible.NEMA 3R /y 2x2 SIraNGS,UNfUSED.GROUNDED -(1)On=Rod 5/8'x 8'.Copper -(1)CUTLER AMpER DG030N8SOLAREDGE Hiround�Nm,trd I��; 30A,Generd Duty(DG) PV k0) Powersox H4.Dc to DC.zEP 1 AWG/10.THWN-2.Black 1 AWG#10,THWN-2,Black Voc* =500 VDC be =15 ADC 2 AWG 110,PV NIRE,Block Voc* =50D VDC Isc =15 ADC O (1)AWG#10,THWN-2.Red O (1)AWG I10.THWN-2,Red Vmp =350 VDC Imp=14.38 ADC O (i)AWG/10.Solid Bare Capps EGC Vmp =350 VDC Imp=14.38 ADC (1)AWG fl O,THWN-2.MW NEUTRAL Vmp =240 VAC Imp=20.83AAC (1)AN/10,1IHWN-2..gYe . EGG. -(I j Conduit lqi.3/4'E)AT #%.T.NM72..green EGC/°EC,-(1)qD!*1,l°t CONFIDENTIAL-THE NFOATION HEREIN im Nlmm JB-0601545 00 M 00NM ° ' DES Nm1, CONTAINED SHALL NOT BE USED FOR THE CELENTANO, LAURA CELENTANO RESIDENCE Kyle Pecevich ' BENEFIT OF ANYONE EXCEPT SMARM NC, YOUNTNG SY Mk � ,;So�arCity. ''. NOR SHALL IT BE DISCLOSED N WHOLE OR N 148 OLD FARM RD 5.1 KW PV ARRAY ; PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORCANZATKK EXCEPT N CONNECTION WITH MMULEs SOUTH WINDSOR, CT 06074 THE SALE AND USE OF THE RESPEcnVE 20) CANADIAN SOLAR CS6P-255PX 3055 CleorCA Way SOLARCITY EQUIPMENT.WITHOUT THE WRITTEN MOM PAGE NAME: SHEET: REM DAIS T:(650)638-10n F(850)e36-10n PERMQSSONOFSOLARCITYNC. SOLAREDGE SE5000A—USOOOSNR2 (860) 644-7626 THREE LINE DIAGRAM PV 6 12/9/2014 (Bea)-SOL—pTY(765-24M). -larcityaem Label LabelLocation: Label Location: WARNING P�+flTflVflLTA1C POWER SOURCE : WARNING P' WARNING ' Per Code: Per Code: Per Code: NEC 690.31.G.3 ELECTRIC ShvCK HAZARD •. ELE` SHOCK M .��RD NEC •. DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN UNG LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANO PHOTOVOLTAIC D C rN THE OPEN POSITION MAY BE ENERGIZED ROUNDED• DISCONNECT Per NEC .•0 Label Location: Label Location: WARNING MAXIMUM POWER- Per •• POINT CURRENT(Impl_ Per Code: INvERTER vU7PU7 NEC 690.64.B.7 CONNECTION MAXIMUM PO>rJER- NEC690.53 DO NOT RELOCATE POINT VOLTAGE(Vmp) THIS OVERCURRENT MAXIMUM SYSTEM_ DEVICE VOLTAGE fVoc) SHORT-CIRCUIT CURRENT Ilse) Label • • Friv7ivvv�lr,:;., FvINT OF Label • . INTERCONNECTIONPer Code: WARNING D WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH NEC 690.17.4; NEC 690.54 Per Code- NEC TERMINALS TERMINALS ON ELECTRICAL S r, r. r :. ARD 690.17(4) MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION FOR SERVICE GOAD SIDES MAY BE ENERGIZED DE-ENERGIZE 80TH SOURCE IN THE OPEN POSITION AND MAIN BREAKER DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN �tAXiMUM AC _ A SOLAR MODULES ARE OPERATING CURRENT EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE _ � Label • • WARNING ' ' Per Code:ELECTRIC SHOCK HAZARD 'NEC 690.5(C) CAUTION Code: iF AGROUND FAULT IS INDICATEDPHOTGdG�7AIC St�TEf.f NORMALLY GROUNDED CIRCUIT IS BACKFED NEC 690.64.B.4 CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Label • • Label - CAUTION '• PHOTOVOLTAIC AC PO Per Code: Disconnect ode: SECOND SOURCE IS r• •. • • NEC DISCONNECT 690 PHOTOVOLTAIC SYSTEM Distribution Conduit(DC): DC Disconnect (IC): Interior Run Label • Integrated DC Disconnect MAXIMUM ACLoad Center ]PERATING CURREN7Per Code: ACNEC 690.54 OPERATING VOLTAGE -1029 . . r . •� r • SC w . . . Label ' r SolarCity SleekMounfm - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed ` % 'e Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules ` aesthetics while minimizing roof disruption and Interlock Drill Pilot Hole of Proper Diameter for listed labor.The elimination of visible rail ends and • stedand grounding devices in system UL to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 Seal pilot hole with roofing sealant to a more visually appealing system.SleekMount as"Grounding and Bonding System" i Insert Comp Mount flashing under upper utilizes Zep CompatibleT"" modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance i Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5/16"Machine Screw Leveling Foot S Lag Screw Comp Mount r Comp Mount Flashing 0 0 D 0 Y� SolarCity January 2013 �O` (DUSTEDO SolarCity. January 2013 i solar=ee solar=ee SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America P300 / P350 / P400 INPUT Rated Input DC Powerr" Sao 350 --T 400 7 w — Absolute Maximum Input Voltage(Voc at lovvesttemperature)48 60 M I Vdc MPPT Operating Range I 8-48 8-60 8-90 Vdc . Maximum Short Circuit Current(Isc) 20 i Adc Maximum DC Input Current 12.5 i Adc Maximum Efficiency 99.5 % Weighted Efficiency 998 i % Overvohage Category it �_— OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER — Maximum Output Current 15 I Adc Maximum Output Voltage 60 !_ i we OUT►UT OURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERT"OR NIVERTO O So Output Voltage per Power Optimizer _ ---._-----1, — Vdc _ STANDARD COMPWNCE • EMC f Cc Part 15 Class B,IEC620OD6.2,IE06100a63 _Safely IEC62109-1(dass II sahty),UL1741 RoHS yes INSTAUILTION.S►ECIFICATIONS -----... _...---------------------- Maximum Allowed System Voltage 1MW T Vdt Dimensions(W x L x H) 141 x 212 x 40.5/SSS x 8.34 x 1.S9 Wall/In Weight(including cables) I 9SO/2.1 Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated,Am d phd Output Wire Length 0.95/3.0 1.2/3.9 m/R Operating Temperature Range -40-.85/-40-.185 I 'C/'F Protection Raring IP65/NEMA4 Relative Humidity 0-100 % ►V SYSTEM DESIGN USING A SOIAREDGE SINGIA PIIAfE THREE PHASE THREE PHASE INVERTER 20N IBBV _ ___ PV power optimization at the module-level Minimum String Length(Power Opdmiseis)^ �6 Io Maxirmwn String Length(Power Optirnizers) 25 I 25 i So Up to 25%more energy Maximum Power per String S2SO I GM 12M W — Superior efficiency(99.5%) Parallel Strings of Different Lengths or Orientations Ves — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN C91NA ISRAEL - AUSTRALIA www.solaredge.us solar a�,=eeSingle Phase Inverters for North America solar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE30WA-US SE3@W-US SIESMA-US SE60MA-US SE7f0011-US I SEIOOODA-us I ae1149011s OUTPUT S o I a rE d g e Single Phase Inverters • Nominal AC Power Output - 1W 39M 5000 60DO i 760D ; @ 209" 11400 VA 10000 @240V For North America Max.AC Power Output 3300 4L% @ 6000 8350 i @Z , 12000 VA AC Output Voltage Min:Nom:Max.• I SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Zoe 229vac ' AC Output Voltage Min:Nom:Maz.• Of i I of SE760OA-US/SE1000OA-US/SE1140OA-US 211.240-264Vac AC Frequency Min:Nom:Max.• I 59.3-60-60.5(with HI country setting 57-60-60.5) Hz r Max.Continuous Output Current 12.5 f 16 21 @ 209V I 25 32 4488 @ 209V I 473 A GFDI IIII 1 A -- - Utility Monitoring,Islanding Protection,Country Configurable Yes 9L .. Thresholds INPUT Re• Recommended Maz.DC Power•' 3750 4750 6250750D 9soo12400 14250 w ST Cr- r res Transfortne less U oundedo Ungrounded a F J n Max.Input Voltage 500 Ydc 325 208V 350 240V Vdc Nom.DC Input Voltage @ / @ W B i 4 Max.Input Current"' 9.5 13 16.5 @ 208V 18 23 33 @ 209V 34.5 Adc 15.5 @ 240V ; 30.5 @ 240V Max.Input Short Circuit Current 30 I 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 60Dku Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 j 98 1 98 98 % CEC Weighted Efficiency 97.5 96 97.5 @ 208V 97.5 I{ 97.5 ! 97 @ 209V 97.5 % 98 @ 240V i 97.5 @ 240V + . Nighttime Power Consumption <2.5 <4 W^ ADDIT "MFEATURES Supported Communication Interfaces R5485,RS232,Ethernet,Ti¢Bee(optional) Revenue Grade Data,ANSI C12.1 Optional STANDARD COM►UANCE__ + t safety UL1741,UL16998,UL1998,CSA 22.2 _Grid Connection Standards 1EEE1547 Emissions FCC part15 class B _ INSTAiLAT10N SPECIFICATIONS AC output conduit size/AWG range 3/4'minimum/24-6 AWG 3/4'minimum/8-3 AWG DC input conduit size/8 of strings 3/4'minimum/1-2 strings/24-6 AWG 3/4'minimum/1-2 strings/14fi AWG AWG range Dimensions with AC/DC Safety i 30.S x 12.5 x 7/ 30.5 x 12.5 x 7.5 in/30.Sx12.5z10.5/775x315x260 @ @ Switch(HxWxD) � 775 x 315 x 172 i 775 1315 z 191 ( min -- _Weight with AC/DC Safety Switch 51.2/23.2 54.7/24.7 I 88.4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <is <s0 B Y dBA The best choice for SolarEd a enabled systems j 1/. Min.-Max.operating temperature 'F/' Range -13toa140/-2Sto+60(CANversion••••-40to+60) C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance g Superior efficiency(98%) Protection Ong NEMA 3R For w.r V."seftW Pleere meta solxtdrt s 000rt. Small,lightweight and easy to install on provided bracket LimitedW125%F«mr uon..h-0.V arms++ehat w•Ian'FRs-c.dee,3s%f. h-amWn-Fn5•c. F.eeoxee wO.-ti n,ML,m min_J... •.,�a�.do tee,.:•:,, Ad,.,d Built-in module-level monitoring ;•'"higtW` 41° 1Mftlifum°:'h'w"e,cF""r.WMftfttA -AW the'w-i'M° •••CAN P/W are eV40.mr the Orarb Fn cane mk.Ftr(.i oFn exc st114DMAMCM). Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 51111$PC USA GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.Bolaredge.us ��� CanadianSolar _r- CanadianSolar Make The Difference Make The Difference ELECTRICAL DATA I STC MODULE I ENGINEERING DRAWING(unit:mm) Electrical Data CS6P-250PX CS6P-255PX CS6P-260PX -- , NewEdge Nominal Maximum Power(Pmax) 250 W 255 W 260W Rear View Ftwow Cross Section Optimum Operating Voltage(Vmp) 30.2 V 30.2 V 30.4V Optimum Operating Current(I mp) 8.30A 9.43A II Open Circuit Voltage(Vocl 37.2V 37.4V 37.SV 0❑ • • , • , • Short Circuit Current(Isc) 8.97A 9,00A 9.12A Section MA Module Efficiency 15.54% 15.85% 16.16% j Operating Temperature -40•C-.SS*C ,,eu 1 l50 Maximum System Voltage 1000V pEC)/600V(UL) I Maximum Series Fuse Rating 1SA - --- ( --- THE BEST IN CLASS Application Classification ClassA iI 7 Canadian Solar's modules are the best in class in terms of power output Poweriolerance D-sw and long term reliability. Our meticulous product design and stringent 'Under Stand,rd Test Conddic,ns(STQ fr ,d,,n< f10o0W/m,pe,ct mAMIS.nd<en t quality control ensure our modules deliver an exceptionally high PV tempeo+ure 025 L. energy yield in live PV system as well as in PVsyst's system simulation.Our accredited in-house PV testing facilities guarantee all module component ELECTRICAL DATA I NOCT materials meet the highest quality standards possible. Electrical Data C56P-250PX C56P-255PX CS6P 260PX PRODUCT I WARRANTY&INSURANCE Nominal Maximum Power(Pmax) 132 W 185 w 199W Optimum Operating Voltage(Vmp) 27.5 V 27.5 V 27.7V PRODUCT KEY FEATURES r~ Optimum Operating Current(imp) 6.60A 6.71A 6.80A Open Circuit Voltage(Voc) 34.2 V 34.4 V 34.SV Canadian Solar'sNewEdge module ismanufactured 97% Added value from warranty Short Circuit Current[Isc) 7.19A 7.29A 7.39A CS6P-2SSPX(1-VCURM with a Zep Groove frame design technology to 'Under rzomnm oPer,onx cdnempeom.q•ocrl,,rr,dance of aoo w7m,spemvm AM ls. - facilitate a faster, safer, easier and more 90% .minemt 9er,mre 2oc..ndspeed lm/,. to +o cost-effective installation. a s o years 5 10 t5 zo 25 MODULE I MECHANICAL DATA 6 e Excellent module efficiency r 1 up to 16.16% 25 Year Linear power output warranty Specification Data 10 yea r Product warranty on materials and workmanship Cell Type Poly-crystalline,6inch -a _e{ Cell Arrangement 60(6.10) Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.571n) 1 ® High performance at low irradiance Canadian Solar provides 100%non-cancellable,immediate warranty Weight 20kg(44.1 Ibs) 4 above 96.5% insurance Front Cover 3.2mm tempered glass a s! _ Frame Material Anodized aluminium alloy 2 —1000Wm2 2� —riL II —a00 w/m2 ® a J-BOX IP67,3diodes s 600 w/m2 - Cable 4mm(IEC)/12AWG(ULI,1200mm _M ,I Positive power tolerance up toSw PRODUCT&MANAGEMENT SYSTEMICERTIFICATES• 6 —'00W/n1 60 1 Connectors H4 4 s +o +s zo a so ss w d s to m zo n m zs.o s IEC 6121S/IEC 61730:VDE/MCS/CE waV Standard Packaging 24pcs,530kg(quantity and weight per pallet) UL 1703 IEC 61215 performance:CEC listed(US) Module Pieces Per Container veu•atvi vd+,o•lvl / P 672pcs(40'HQ) UL 1703:CSA I IEC 61701 ED2:VDE I PV CYCLE(EU) ® High PTC rating up to 91.04% c6„e, IS09001:2008 I Quality management system TEMPERATURE CHARACTERISTICS ISOTS16949:2009 I The automotive industry quality management system IS014001:2004 I Standards for environmental management system Specification Data Partner Section ® OHSAS 18001:20071 International standards for occupational health and safety Temperature Coefficient(Pmax) -0.43%/'C Anti-glare module surface available He,enua yow,e ePeemxne k.tneentlre lmnf Rninwes,pyi aeemyo.ProM,cts Temperature Coefficient(Voc) -0.34%/'C Au`(E C_ � Temperature Coefficient(Isc) 0.065%/'C •K Nominal Operating Cell Temperature 4522°C © long-term we box CANADIAN SOLAR INC. long-term weather endurance PERFORMANCE AT LOW IRRADIANCE Founded in 2001 in Canada,Canadian Solar Inc.,(NASDAQ:CSIQ)is the world's TOP 3 Industry leading performance at low irradiation,+96.5%module efficiency solar power company.As a leading manufacturer of solar modules and PV project from an irradiance of 1000W/m'to 200W/m'(AM 1.5.25•C) Heavy snow load up to 540OPa developer with about 7 GW of premium quality modules deployed around the world wind load up to 2400Pa in the past 13 years,Canadian Solar is one of the most bankable solar companies in Europe, USA, Japan and China. Canadian Solar operates in six continents with customers in over 90 countries and regions. Canadian Solar is committed to providing high quality solar products, solar system solutions and services to ,.e a,rnre+..,td.,n.„r•v., eme..,+....<er..a,=, ra<„w•wr,,.me><.+=o..zaro.w<d<<rrnr<a<r,.•pMoer r.r.,,.cr.a„<u rn.,..<,zK.r,.,,,,a.an.r...,�,<exe,.rM.o.r„M.r m., © Salt mist corrosion resistance customers around the world. suitable for seaside environment a o . t 0 F RECEIVED DEC � 92014 South Windsor Building Department �O 8* WA A 4 O&T. TOtIP1t Of TIM" 11llfOSW "OWSM td Was ti+s Paso api rpOwWWWt+NO«•"qu t*44M a tie t»b bvlals or aaet+We. tr lii Ore tad at 1. M'. 1.-.,i fogetha with amends,1- trd in &OPISO Solt MW Wed with plan and 1 ,dr 1 -ply willik 09}dull". i guliding find,state 1. s .n orders SO skso be (ass-d by the Building u,y r. .-nt dartat f ff a..is application and final issuance of a bardw permit. Signed This plan is approved subject to the eoedtfyl>tt WAt arders and ordinances regulating bulldlft MiS t!► aerrplled with. Oon.. ! ih/ Approved lewd w" B "dN. class 14000702 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/23/2014 GIS ID:66300148 FEE: 60.00 MUNIS APPLICATION# 201401809 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 148 OLD FARM ROAD ADDRESS: 714 BROOK STREET OWNER: CELENTANO LAURA L SUITE 150 148 OLD FARM ROAD ROCKY HILL,CT 06067 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF 20 ROOF MOUNTED SOLAR PANELS.5.1 KW. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/23/2014 10:36 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400501 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT j DATE: 12/23/2014 GIS ID:66300148 FEE: 135.00 MUNIS APPLICATION# 201401809 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 148 OLD FARM ROAD ADDRESS: 714 BROOK STREET OWNER: CELENTANO LAURA L SUITE 150 148 OLD FARM ROAD ROCKY HILL,CT 06067 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING OF 20 ROOF MOUNTED SOLAR PANELS.(5.1 KW) SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/23/2014 10:37 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE