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HomeMy WebLinkAboutBuilding Permit #543-16 - 186 ROSEMONT DRIVE 11/2/2015it <.,,,. .;y BUILDING PERMIT 3� s•_.t,f.- - d TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 1 i a Permit NO: Date Received Date Issued: ss'gCNU`�� IMPORTANT: Applicant must complete all items on this page LOCATION 186 Rosemont Dr Print PROPERTY OWNER Lakshmi Subbiah � ,,�a Print MAP NO: PARCEL: `��"t� ZONING DISTRICT: Historic District yes no ,Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Re ' ential Non- Residential ❑ New Building I One family ,Addition ❑ Two or more family ❑Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer Installation of an interconnected rooftop PV system - 28 panels (7.7KW) Identification Please Type or Print Clearly) OWNER: Name: Lakshmi Subbiah Phone: 408-417-1375 Address: 186 Rosemont Dr, North Andover MA 01845 CONTRACTOR Name: Phone: 978-793-7227 Stephen A Kelly/Sunrun Installationervice�' sI ij ^ Address: 734 Forest St, Ste 400, Marlborough MA 01752 Supervisor's Construction License: Exp. Date: CS -040622 ! 8/1/17 Home Improvement License: Exp. Date: 180120 � 10/14/16 ARCHITECT/ENGINEER JamesAAdams Phone: 805-215-8665 Address: 146 San Jose Court, San Luis Obsipo, CA 93405 Reg. No. 49748 FEE SCHEDULE: BULD/NG PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 16093 FEE: $ t Check No.: 7Z( -o Receipt No.: v NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund nature of contractor a, . Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ I COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH COMMENTS Reviewed on nature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes i* Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street IFoRE� catetl at 124 Main Street Y F e PARTMENT emPU�mpster on�,site:! F�ireDep_.artmemtagna�ture/dte: Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Nu i t5 and UA I A — (For department use ❑ Notified for pickup Call Email I Date Time Contact Name Doc.Building Permit Revised 2014 IT Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Location��"(/K- �1 1 No. Date 1 2- TOWN OF NORTH ANDOVER 3 • Certificate of Occupancy $ P. Building/Frame Permit Fee $ '1?� Foundation Permit Fee $ Other Permit Fee $ n TOTAL $ f:. i U) 0 CD 0z rmol CD O Cr Q D to O < CD C C a CD O a ai O V r_ U) as 0 S CD CD CA v z CCD O CCD O c� I 9� z m m c- 0 1 O X z ;arn c cn no -0 o o o �,MU O N CD N en C. E O CD 0 O n 5 O' n m o v N °r --�• O O — CL O m rt 3 Cl) CD CD � O D N CD M O O C m CCD ` �• CQ o Q 0 0 _ O n rt (D W CD < Cc cc * ;uCD vo 0 N to ozoa- 0 lD y a; < C 0 � � 0 0 C. `� Q < N O U) o CD • rt < o v CD CL CD N 23 !-+ CO) n E : A *# 0 CCD c: C y �d0 d _ 3 ^ :, o ^ ot o• CD =rC f' `D p , CD s C.) o ♦clow 3 D CD CD '0 sA o =1 c, o �y v =1 CL Vf VI Q] T 70 T V1 Z7 T .Z7 T n :;o T V) T O fD N ,-, o C 7 r -Pi n m D Z N O pc S D vZi m 2 M (D O W m m �_ f� Z 0 :3 2 O 9 r N 0 7 3 O 0�0 G 7 p' C z z N O 'O rt y O Q n O D v O = DN 2 8 L171��. 4 LbO A RiwROus LOAD ANALYSM 146 San Jrosc, Court, Sdn Lids Obsipo. CA 93405 - Ph: 005-215-8666 � Fx: 805.544-0863 DATE: 10-14-2015/Rev H FOR: Sunrun 775 Fiero Lane Suite #200 San Luis Obispo, CA 93401 To Whom It May Concern JOB: Lakshmi Subbiah Residence 186 Rosemont Dr North Andover, MA 01845 This letter is to certify that we have performed a structural analysis of the existing roof members that are to support photovoltaic panels, as shown on the attached report. The calculations were performed in accordance with the latest editions of IBC, NDS, ASCE/SEI, CBC, and IRC, and the 8th edition 2009 Massachusetts building code. Our analysis was based on the following design criteria: Ground Snow (psf) 50 psf Sloped Snow (psf), reduced per ASCE, Sect. 7.4 31.5 psf Basic Wind Speed (mph): 100 mph ASCE Code: 7-05 The PV module orientation: Portrait The maximum horizontal roof mount spacing: 2 ft. The maximum vertical roof mount spacing: 2.75 ft. Staggered roof mounts required? No Based on this analysis, we can certify that the individual existing roof framing members that support the PV panels; and the individual roof members as described in the attached report; are adequate to support the design loads as required by the various codes. This includes Dead Loads (including the weight of the PV panels), Live Loads, Snow Loads, and Wind Loads, on the roof members that support the PV panels, combined as required in the codes. If you have any questions on this or need further clarification, please contact us at your convenience. Sincerely James A. Adams, S.E. Expir Digitally Signed by James A. Adams, S.E. Date: 2015.10.1417:35:56 -0700 Date of Report: 10-14-2015/Rev H Job Name: Lakshmi Subbiah Residence Data Input by: Sudarsan Krishnan Job Number: 221R-186SUBB Contact E-mail: sudarsan.krishnan@sunrunhome.com Job Address: 186 Rosemont Dr Contact Phone: 555-555-5555 North Andover, MA 01845 ABSTRACT This Report is based on Engineering calculations using the input data supplied by the user, listed under Current Input Data. The user's input has not been independently reviewed by a licensed Professional Engineer for appropriateness or accuracy, unless Stamped by a P.E. This Report indicates Compliance/Non-Compliance with the reference Codes listed below. The following items have been checked for Code Compliance: - Load Combination #1: Wind Uplift on the Standoff attachment to the Roof Framing members: Wind Uplift - 0.6DL Solar - Load Combination #2: Supporting Rafter Strength with: DL Rf + DL Solar + Roof Live Load - Load Combination #3: Supporting Rafter Strength with: DL Rf + DL Solar + Wind Down - Load Combination #4: Supporting Rafter Strength with: DL Rf + DL Solar + Snow - Load Combination #5: Supporting Rafter Strength with: DL Rf + DL Solar + .75Wind + .75Snow - Load Combination #6: Check Additional Seismic Load - Load Combination #7: Supporting Rafter Strength with: Wind Up - 0.6(DL Rf + DL Solar) Job Information Data Input By: Job Number: Job Name: Job Address: City, State: Current Input Data Sudarsan Krishnan 221 R-186SUBB Lakshmi Subbiah Residence 186 Rosemont Dr North Andover, MA 01845 Payment Method Invoice Roof Type Truss Ceiling Type 1/2 gyp. Bd. Collar Tie Space 0 Coverage % 19.63 Frame Size 2x4@24 Ground Snow (psf) 50 Sloped Roof Snow Load (psf) 31.5 Lag Screw Diam. (in) 5/16 Lag Screw Embed. (in) 2.5 Overall Span (ft) 36.417 PV Weight (psf) 3 PV Module Orientation Portrait Rafter Span (ft) 7.333 Rail System 2Rail Roof Mean Height (ft) 25 Roof Slope (degrees) 33 Roofing Type Comp. Shingle Sloped Ceiling No Max. Horizontal Roof Mount(ft) 2 Max. Vertical Roof Mounts (ft) 2.75 Standoff Staggered No Wind Exposure C Wind Speed (mph) 100 Reference Codes International Building Code (IBC latest edition) American Society of Civil Engineers (ASCE/SEI 7-05, 7-10) National Design Spec. for Wood Constr. (NDS latest edition) CBC and NJ Edition Note: For ASCE 7-10, wind includes (0.6) factor, in loading combinations. DocuSign Envelope ID: 22A4B908-AB6243DC-9199-C7FB7D9EEA35 22. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE 10TH CALENDAR DAY AFTER YOU SIGN THIS AGREEMENT AND ANY DEPOSIT PAID WILL BE REFUNDED. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. By initialing below, you expressly acknowledge that you have been advised on your right to cancel this Agreement and have received duplicate copies of the Notice of Cancellation. cDS GJ Accepted by (Initials): SUNRUN INC. Date: 10/6/201 1(6DocuSigned by: L (,Sf- f G%nc �. ME78MEC5A408 Signature... Print Name: Celeste Eckri ch Title: order management SALES CONSULTANT By signing belowl acknowledge thatl am Sunrun accredited, that I presented this agreement according to "The Right Stuff' and the Sunrun Code of Conduct and that I obtained the homeowner's signature on this agreement. Name.christopher Dobbins DocuSlgned4bffnt Name] SignaturC6870888EBF3E1472... """Sibr(ur 06WiwS SunrunlD#.• 5549892276 [10 -digit number you received from Sunrun] CUSTOMER 8daz& vAccount Holder Date: 10/2/2015 DocuSigned by: �As6i Su�i(eia.�C,ignat sD[a�c�s�lEm, u ibiah Account email address*: 1 ak *This email address will be used by Sunrun for official correspondence, such as sending monthly bills or other invoices. Sunrun will never share or sell your email address to any third parties. Account phone number: (406)-417 1375 it i.q 01 ,. .• of *I - Signature: Print Name: 10/02/2015 PK166NCF6lZ4-H (Custom PPA Fixed) Page 12 of 19 STRUCTURAL. CAL'CULATIONS for PV INSTALLATION USER: COMPANY NAME: SRC JOB ID: JOB REPORT DATE: JOB NUMBER: JOB NAME: JOB ADDRESS: �—,%A OF JAMES A.DA� AMS TBUGR�i4 Expir, 06130120116 Digitally Signed by James A. Adams, S.E. Date: 2015.10.1417:35:21 -0700 Sunrun 775 Fiero Lane , Suite #200 San Luis Obispo CA, 93401 805-528-9705 Sudarsan Krishnan Sunrun 11191 2015-10-14/Rev H 221 R-186SUBB Lakshmi Subbiah Residence 186 Rosemont Dr North Andover, MA 01845 Program Version: 2015-09-10:7 Contact: jadams.Co solar-'rflof-check,corn I Phone; ;805.215., 665 Page 2 of Li L aika CQMBIINATroNs: ASCE 7-05, IBC 2009 (NOT APPLICABLE IN CA) • LOADING 'COMS, #1: WIND l9PuFT - 0.6DL SOLAR AT STANDOFF ('CD i.6) ZONE 2 • LOADING 'COMB. #2: DL IRF + DL SOLAR +IRF LL (CD=1.25). • LOADING Celle. *3: .DL IRF + DL SOLAR + WIND Down (CO=1.6), ZONE 1 • LOADING COMB. #4: DL RF + DL SOLAR + SNOW ('CD=x.15). s LOADING COMB. #5: 'DL IRF + DL SOLAR +.75W -IND +.75SNOW (CD=1.6) ZONE 1. • LOADING COMB, #6: CHECK SEISMIC FOR SECT. 314.04.4 ALTERATIONS. )( ( ). ZONE 1 • LOADING 'CCFN18. #7: a�.6 DL RF + DIL SOLAR. +WIND IJP CD -1.6 LOAD COMBINATIONS: ASCE 7-10, TB'C 2012 CALIFORNIA, CBC .2013 • LOADING COMB. #1: (0.6)WIND 11PLIFT - 0:6DL SOLAR AT STANDOFF (CD=:1.6) ZONE 2 • LOADING COMB. #2: DL RF + DL 'SOLAR. + IRF LL (CD=1.25) - CdloL ,_ • LOADING COMB. #'3: DL. RF + DL SOLAR + (0,6)WIND Down; (CD= 1.45) ZONE .1 • LOADING COMB. #4: DL RF + DL 'SOLAR + SNOW (CD= 1.'I S) .7.063 •. LOADING COMB, #5: DL IRF + DL SOLAR +.75(0.6.)WIND +..75SNow (CD=1.6) ,ZONE 'l • LOADING' COMB.. #6,: CHECK SEISMIC FOR SECT. 34104.4 ALTERA`' IONS. 49.900 • LOADING 'COM'8,,. #7': (0.6)WIND UP-0.6(DL RF + DL ''SOLAR) (CD=1.6). ZONE 1 REFERiENCIES: N7., NDS LATEST EPI'I'YON DLLraticn Factor's CdLNind .= 1.6 Cdsnow ;_ 1.15 CdloL ,_ '0:9 Cd LL ._ 1.25 Fb :#1000.00 psi' Section Modules $2x2 ;_ 0.563 S4x4 :_ 7.150 52x4 a= 3.063S'x6 .= 17.650 S2xfs m= .7.063 S4xs ;= 30.660 S.2x8 r= 13.14 .54xlo = 49.900 S2xzo:= 21.319 S4xj,2'.:= 73.800 S2XI2:`= 31.64 Size. Form Factor Cf2x2 .= 1.5 Cf4x4 1.5 Cfu4 ;= 1.5 Cf4x6 ;= 1.3 Cf2x6 = 1.3 Cf4is a= -1.3 Cf2xs := 1.2. Cf4x14 ;= 1.2 Cf2.10.= 1,1 Cf4x32 :_ 1.1 Cf2xi22 1.0 Page3OfQ USER INPUT: 1. Ceiling Type: 1/2 gyp. Bd. 2. Collar Tie Space: 0 3. Coverage %: 19.63 4. Frame Size: 2x4@24 5. Ground Snow (psf): 50 6. Sloped Roof Snow Load (psf): 31.5 7. Lag Screw Diameter (in): 5/16 8. Lag Screw Embedment (in): 2.5 9. Overall Span (ft): 36.417 10. PV Weight (psf): 3 11. Rafter Sloped Span (ft): 7.333 12. Rail System: 2Rail 13. Roofing Type: Comp. Shingle 14. Roof Mean Height (ft): 25 15. Roof Slope (degrees): 33 16. Roof Type: Truss 17. Sloped Ceiling?: No 18. Standoff Max. Horz. Space (ft): 2 19. Standoff Max. Vert. Space (ft): 2.75 20. Standoff Staggered?: No 21. Wind Exposure: C 22. Wind Speed (mph): 100 23. wr = Weight of RoofType (psf): 2.20 24. wra = Weight of Rafter (psf): 0.65 25. we = Weight of CeilingType: 2.20 26. wcj = Weight of Ceiling Joists (psf): 0.65 27. s = Rafter spacing (ft.): 2.00 28. PV Orientation: Portrait 'Page 4 of 9 SLowEn/VAULTUO CEILING - CARRIES) or THE Toms CxoRo/RAFrER I.DLte _= Deadload'Top Chord. (Rafter) DLbc Deadload Bottom Chord (Ceihiig) FLAT CEILING - CARRIED SX THE 'CEILING JOISTS: DLtc : Dead)oad Top Chord (Rafter) DLbc Deadjoad Bottom Chord. (C°eiliaa) wDLtc DLtc X s (0) 10.70 w-DLbc := DLbc .x. s (pif) 6.70 TA = Horizontal spacing x Vertical spacing (sf) 5.50 Topogra0hic Factor Assume Roof is not on top of a hill, bluff, or mountain ridge. 1.0 Sect. 6.5.7.2, pg. 26. CLS 1.00 COMPONENTS AND CLADDING': ASCE 7-05: Zone is Net Wind Pressure - See Figure 6-3, pg. 42 17.10 Zoite 2: Net Wind Pressure - See Figure 6-3, pg 42 20.10 Adjustment Factor for Height and !Exposure - See,Figure 6-3, pg. 44 1.35 ,4-C�Zr-i= 7 -in - Zone S: Net Wind r Pressure - See Figure 30.5-1, NA Zone 2: Net Wind Pressure - 'See Figure 30.5-1., NA Adjustment Factor for Height and Exposure - See Figure 30.5-1, NA pzaneh up = Net Wind Pressure x Adj. Factor (psf) = 23.09 P Zone2 up = Net Wind Pressure, x Adj. Factor (psff). = 27.14 P Zoneldn = Net Wird Pressure x Adj. Factor (psf) = 10.00 Page 3 or' B Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LoAmptc. CaMISINATXON *1-* WINE) UPLIFT CONNECTION To RAFTER - ZONr, 2 P, := TA x (Pup -6 x DI -solar x COS(B) UP11ilt 140.94 d= Dtam.lag screws User Input 5/16 t= lb/inch Withdrawal MDS 2012 - Tab. 11.2A, pg 75 235.00 e= Threaded embedment Into wood User Input 2.50 W= Total'withidrawal capacity W Cd,\V, ind x -t x 940.00 X 100 666.95 P, << If equal to or more than 100% Code Corripilain!t, OKI Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), for any spans (L) listed. a= 2.95 Table 3 (The Moine nt'Factor ".,ar, fora 2 Rail system) Tab le. 3 (The M ornent Factor"a' for Zeta or sim ilar'system) Staggered Unstaggered Staggered Unstaggered Length Portrait Landscape Portrait. . Lan&cape Length Po rtra it Landscape Portrait Landscape 4.00 4,ZD 4.00 L = 4-.00 L= 4.00 3.50 3.72 2.50 L-5° 5.00 5.00 5.00 5.00 L= 6" 4.00 3:00 3.43 2.,09 L = 6' 5.00 5.00 5.00 SIM, L.= 7' 3.60 2.95 1.83 L = 7.' 4.50 4.50' 4.50 4.19 L=-8, 2.157 ,'L 9 4.00- .3.37 2.46 1.55 3.03 2.519 2.34 1.44 :L =9' 4.,00 4.00 4.00 3.12. L7= jo-T jIT '---Z7-50- 2:22 1.31 L- 1-,0'- a- 4- .-0- 0, 7 --4-A-01 k L 11' 2.17 2.25 2:04, 1.19 L = il' 4.00 4.00. 3.70 2.48 L=12 7 2-00 1:85 -- 105 T 4-00 j7--'- i97Y63 L= 13 -2,61 1.88 1.74. 0.90 L= 13' 4,00 3:87 -3.35 1.198 1.75 -&2 11.�L DA L�= 7-37a- 3� 3b ' 7j -'g7- L -15' 2.51, 1.68 1.50 liwS6 �L is, 4.00 3.32 2-89 1.78- L 1.38 0-91 L 16' 4.00 li!ao 2-46,, 1.6& L = 17' 2.43 1.45 1.31 0.76 :L '17' 4.002-74 2.36 I7 9L _ 1'. .2- 40 0.72 1=-1W 4 661.57-2.57 2.25' 2.18 1.38. L= 19' 2.39 1.24 1.17 0.,68 4.00 1.45 L= TAB 1. 11 D.A55 L = 20' 4A0 L 2 1. i� L =:A' 4.,00 2.28 - ;2.06. 1.25 1.06 0i62 =-2,2-; Z;R - - -- -- 2..09. . _Y10 - - -3..39- - -C- - - --- - -- --- - 4;100 - 2, I -- ZOO -- Page a 4 a Note: For ASCE 7�10 the wind forces have been multiplied by 0.6 COPIBINATION: #Z DL RF + DL SOLAR + RF LL, (Cm= 1.25) With LL= 16.21 psf w':= I.L. x s Of (pif):= 32.41 2 LL For Spans -- 10.6 it: For Spans = >10.0 ft It LL (lb -ft) :- 172.12 P := T4x.DLS61,, L L MDL wDL t, X 8 — p5p, u x (2 x L 3 cos{$) S(G) MLL 2 x L.) [iw� x. c x (2 x L - c) 2 x 00s(e) m 2 x L LL 2 As .12 Fb x CdLL X GfY x Cr x CLS 16.50 94.72 77.40 NA 0.96 x'()() <'< IF EQUAL T6 OR MORE m THAN 100%. CoCompLLANT, 'OKI 319.45 Co,mBxN^T19m *3*. ZONE I DL RF + DL SOLAR + WiND Dowm (Co=1.6) P3.= 'TA x pdn ' DL xcos,M) 68.84 Sol& C L '�13..- TNrDLtc. x x COS(o Y. dei P-3 x� 231.43 8) 12 Pb. x CdWind x Cf. x Cr x C.LS 1.01 S x 100 , << 10 EQUAL TO OR MORE THAN 100% CODE CompuANT, 01KI 304.10 Sr Commrj^Trom, 4: DL RF I DL SOLAR + SNOW (CD=1.15) S = Sloped Roof SnIoW Load (psf) 31.50 P4 =TA YCS + DLS-Ojar� 189.75 L+ P4 455.90 x cos (a M, ADL x -a tc 12 Fb x Cdsnow " Cfx x C x Cus 2.76 r SXx 1.00 % Sr< < IF EQUAL TSD ft OMORE THAN 100°r6 Cote CompuANT, OKI 110.96 Page 7 of 8 Note: For ASCE 7-10 the wird forces have been multiplied by 0.6 LOADING COMJIBI"I TION #'S', ,ZONE I DL RF + DL SOLAR +.7SWiJzND +.75SNOw (CD= .(>) S = Sloped Roof Snow Load (psf) 31.50 PS— TAX (. J� x S +DLSolar' x cos(8) + ( TAX _f5 x pd) 164.06 ,%1?: WDLtc � + P5, x a x cos (8) 468.14 12 2.04 Fb at "Wind "' C -f.- x Cr X CLS $X X 100 t < IF EQUAL TO OR MORE THAN 100% CODE COMPLIANT, COKI 150.34 Sr LOADING COMBIKATION '*6 ' CHECK SEISMIC LOADING': Exj t igDL := DLRf + '\ ans AI alis := 5.5 psf 14.20 ProposedDL ExistingD.L + DLSolar X C 14.79 PtoposedDL SzismicIacrease := 100'-< — 100 4.15 E istingDL << IF EQUAL TO OR c,E.ss n4AN 10% CODE COMPLIANT, OKI SEISMIC SUMMARY Sect. 3404.3 A6terAtIons (See ,Exception): The addition of the Solar Panels, meets the following: The design strength Of existing elements_requiredta'resist seismic forces is not reduced. The seismic force to required existing structural elements is not substantially Increased. No new .structural elements are being added. New nbristructural elements are being connected to existing structure per Chapter 16. Alterations do rvot create structural irregularities. Page a a f 15 Note: For ASCE 7-10, the wind forces have been multiplied by 0.6 LOADING CONBINA-nON #7: ZONE I (0.6)(M RF + DL SOLAR) + WIND UP .(CD=1.6) P-1 r= TA Y, (pV - 0t.6 x, DLS6k, Y., cqs(0)) 118.66 (p7 L -D�ic L' X x 258.78 SF :=M7,y' F -b k C .12 1.13 --dWind w C-fx �C-Ir CT -13 'S, << IF EQUAL TO OR MORE THAN ICF00/0 CODE COMPUANT, 01KI 271.97 Sr Limus OF SC' OPE OF WORK AND LIABILITY �k Existing deficiencies which are, unknown and not observable due to their being concealed inside walls, or sandwiched behind gypsum board ceilings at the time of Inspection are not included In this. scope of Work.. These calculations are for the roof framing which supports the new PV modules. These calculations dol not Include a complete lateral analysis of the building, nor a prediction of the life expectancy of the existing building. ACORO®DATE CERTIFICATE OF LIABILITY INSURANCE (MM/DD/YYYY) F10/8/2015 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 Arthur J. Gallagher & Co. Insurance Brokers of CA. 1255 Battery Street #450 San Francisco CA 94111 CONTACT NAME: PHONE 415-546-9300 F"X 415-536-8499 E-MAIL INSURERS AFFORDING COVERAGE NAIC # INSURERA:Zurich American Insurance Company 16535 EACH OCCURRENCE $ INSURED S U N R I N C-01 INSURER B: SUnrun Installation Services Inc. 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 INSURER C: INSURER D: GENERAL AGGREGATE $ PRODUCTS -COMP/OP AGG $ INSURER E: INSURER F: AUTOMOBILE COVERAGES CERTIFICATE NUMBER: 944362624 REVISION NUMBER - 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. ILICY LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER EFF MM DDY/YYYY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- ❑ JECT ❑ LOC OTHER: GENERAL AGGREGATE $ PRODUCTS -COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS AUTOS NON -OWNED AUTOS Ea accident 1 $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPER DAMAGE $ Per accident $ UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE F-1 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A Y WC013696001 WC013696101 10/1/2015 0/1/2015 10/1/2016 10/1/2016 X STATUTE STATUTE ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYE $1,000,000 E.L. DISEASE - POLICY LIMIT 1 $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) WC013696001 - $25,000 Deductible; WC013696101 - FL, HI, MA, NJ, NY, OR, VA, WI only. Evidence of Insurance I.CM 1 II ILA 1 C rlVLL)rM GAIVGCLL.A 1 IUN Town of North Andover 120 Main St North Andover MA 01845 USA 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 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The. ACORD name and logo are registered marks of ACORD A� o® CERTIFICATE OF LIABILITY INSURANCE DATE (MMMD/YYYY) 10/01/2015 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(ies) 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 - MARSH RISK & INSURANCE SERVICES 345 CALIFORNIA STREET, SUITE 1300 ONTA T NAME: PHO o Exti: aC No): E-MAIL ADDRESS: CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 10/01/2015 10/01/2016 INSURERS AFFORDING COVERAGE NAIC # INSURER A: James River Insurance Company 12203 104960339-STND-GAX-15-16 INSURED Sunrun Installation Services, Inc. and REC Solar, Inc. INSURER B: N/A N/A INSURER C : Houston Casualty Company 42374 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 INSURER D: TOTAL POLICY LIMIT $ 10,000,000 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA -002994222-03 REVISION NUMBER:5 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. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYW LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE M OCCUR Stefan Szulc�-- 000641241 10/01/2015 10/01/2016 EACH OCCURRENCE $ 1,000,000 DAMAGES (RENTED PREMISES Ea occurrence) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC JECT X OTHER: Host Liquor Liability GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OP AGG $ 2,000,000 TOTAL POLICY LIMIT $ 10,000,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS L I COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident $ C X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE H15XC5023203 10/01/2015 10/01/2016 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE D OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A - PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 120 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover, MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Stefan Szulc�-- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents d I Congress Street, Suite 100 Boston, MA 02114-2017 M www.mass.gov/dia 111orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aualicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services, Inc. Address: 775 Fiero Lane, Suite 200 City/State/Zip: San Luis Obispo, CA 93401 Are you an employer? Check the appropriate box: Phone #: 1.E] I am a employer with 35 employees (full and/or part-time).* 2.❑ I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3.❑ I am a homeowner doing all work myself. [No workers' comp. insurance required.] t 4.❑ I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers' compensation insurance or are sole proprietors with no employees. 5.M I am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp. insurance.: 6.❑ We are a corporation and its officers have exercised their right of exemption per MGL c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.] Type of project (required): 7. ❑ New construction 8. ❑ Remodeling 9. ❑ Demolition 10 ❑ Building addition 11.❑ Electrical repairs or additions 12. ❑ Plumbing repairs or additions 13.❑Roof repairs 14. ❑✓ Other Rooftop Solar *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Company Policy # or Self --ins. Lie. #: WC013696001 & WC013696101 Expiration Date: 10/01/2016 Job Site Address: 186 Rosemont Dr City/State/Zip: North Andover, MA Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties ofperjury that the information provided above is true and correct. Phone #: "y -r DO -r 41a Official use only. Do not write in this area, to be completed by city or town official. 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