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Building Permit #895-14 - 31 MOODY STREET 6/10/2014
BUILDING PERMIT 3a TOWN OF NORTH ANDOVER 0 ; APPLICATION FOR PLAN EXAMINA I N It� �i Permit NO: ' I Date Received 6 At.".:�. �9SSACHUS��� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 31 Moody St Print PROPERTY OWNER Crouch, Carrie Print MAP NO: 81 PARCEL: 15 ZONING DISTRICT: Historic District yes Cno !Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition F✓ Other Solar/PV ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer Install solar electric panels to roof of existing home, to be interconnected with the homes' electrical si. 9 �cw N, -� S CA k vz_e_�=-u Identification Please Type or Print Clearly) OWNER: Name: Crouch, Carrie Phone: (978) 683-3256 Q lareSS: 31 Mooay Ji, Nor[n Hnaoyer MAUI b4tl CONTRACTOR Name: Address: SolarCity Corp 24 St. Martin Dr. BIdg.2 Unit 11 Marlborough, MA, 01752 Supervisor's Construction License: Home Improvement License: 168572 Phone: 978-215-2360 Exp. Date: 107663 Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. 8/29/2017 3/8/2015 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: $ 22,000.00 FEE: $ �`C Check No.: Receipt No.: 6 r, 2 NOTE: Persons contrmctxffiwit'h nregiste a contractors do not have access to the guarantyfund t Si� - _ _ - -- - ----- — _ _ . ' tn� gnature of Agent/Owner Signature of contractor _�- d 1 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 COMENTS DATE REJECTED 11 CONSERVATION ■ ■ COMMENTS_ HEALTH COMMENTS DATE APPROVED 11 DATE REJECTED DATE APPROVED ❑ ❑ Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes P Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS L_ 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 No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA — (For department use ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 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 ❑ 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 NOTE: 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 "",5olarCity. David Millar Jr. Permit Coordinator t: 978.215.2360 c: 617 ' 417.7312 e: dmillar@solarcity.com SolarCity Corporation 24 St. Martin Drive, Building 2, Unit 11 Marlborough, MA 01752 888.SOL.CITY HIC 168572 / MA Lic. MR -1 136 Location S"-� No. In Date Check # 169-) � q I TOWN OF NORTH ANDOVER Certificate of Occupancy 1 $- Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $- TOTAL $ Building Inspector 11 4. 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www,solarcity.com Project/Job # 018597 RE: Installation Approval Letter Project: Crouch Residence 31 Moody St North Andover MA 01845 To Whom It May Concern, On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the MA Res. Code, 8th Edition. Plans and calculations were stamped & signed with my professional engineer's seal. The work has been completed in accordance with the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Sincerely, Yoo Jin Kim, P.E. Civil Engineer ((f�QO JIN Main: 888.765.2489, x5743 email: ykim@solarcity.com No. Digitally oo Jin Kim Date: 2(A 4.10.3111:36:17 -07'00' 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com A„7 F2CC 24;1771. CA C&—$ €$btt',d. C -Ll F's: 5i)�.1, CY H.: CS,Y2l7S. pC H1C 7110t4ft. OC FSS 71 014M. Fir C 28/ IQ thAWO 166572 M.iJ MF+f.: 12Vh 48 -,7.} i'syh?U$isv:.;�,St)Cr. CP CC$ 130493, PA 07343, TX TOLA 27OM— WA GCL SGL ARC"91307. a 2013 SUa�C<ty. A1: rF1'r„ :c. -crud.. Deems, Maura From: Alec Meyers <ameyers@solarcity.com> Sent: Monday, August 25, 2014 9:55 AM To: Leathe, Brian; Deems, Maura Subject: SolarCity - 31 Moody Street (Permit #s 895-14 and 12439) Attachments: jb_018597_00_a_acad_b_O1 - Stamped.pdf North Andover Building Department, Attached are the recently revised plans for our solar installation @ 31 Moody Street, North Andover, MA, 01845. Since receiving the permits we've changed the layout of the PV system. We have relocated 3 modules from MP2 to MP1. (see below and attached) We would greatly appreciate these revised plans be added as a modification to the scope of our existing permits. Please contact myself directly with any questions/concerns. Front Thanks again, Alec Alec Meyers I Sr. Permit Coordinator I SolarCity I T: 888.765.2489„52359 1 C: 774.249.8366 1 F: 781.826.2969 1 ameyers(a-)-solarcity.com I HIC 168572 / MA Lic. 1136MR I www.solarcity.com 0 H T VA O x, J LLL o mO L Y Y O OLn a0+ >. N Q 0 HV 11, V CL Z Z J m C na O O d' ai E U LL 0 Ly CL Ln Z m J d bo d' LL 0 u Cul ? a V V W W _ =M O' a i V) LL a z a (, m w _ m LL z w W W 6L L i CO a Z v N r+ v ai Y O (n C r- 0 O m '�• .2 .2 ca ;. mQ 0 E E � L N F+ d d 0.- 0 CD O L cn (Wu 3 Q ca OW �� i >+ 0s:1013 �,m �� o.=mo N 0 •O O c t U r_ N Q o m O z 0do: CL_.� - N 0 0 •cn cm o~L QCL(1) U) a N d .V m O O LL 'y ca � -=:E.2 N � W LU•E tvt N .— i U Q O -0 0 d >cN O 4- F- t 4- Q. 0 U E m CL O O C am as tm m O a� c 0 N N .0 O z O Q J O CO 2 Z CO Z W w x LUH W CL lw DocuSign Envelope ID: 8F056F83-3FF8-482C-89C1-310E49403ABF SOldf City Congratulationsl Power Purchase Agreement Your system design is complete and you are on your way to clean, more affordable energy. We estimate that your System's first year annual production will be 9,727 kWh and we estimate that your average first year monthly payments will be $115.10. Over the next 20 years we estimate that your System will produce 185,571 kWh. We also confirm that your electricity rate will be $0.1420 per kWh, fixed for the next 20 years (i.e. electricity rate $0.1420 and tax rate $0.0000). Your Details Exactly as it appears on your utility bill Homeowner's Name & Address Co-owner (if applicable) Service Address Carrie Crouch 31 Moody St 31 Moody St North Andover, MA 01845 North Andover, MA 01845 As soon as you acknowledge the above design and production details by signing below, we will schedule your installation. If you have any questions or concerns please contact your Sales Representative. Owner's Name: Carrie Crouch (;DOCUSigried by: `8D181F2FM67489... Signature Date Co -Owner's Name (if any): Signature Date SolarCity Docusignea by: Lyndon Rive, CEO 5/20/2014 71 FB2D65A97B495... Signature Date 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 1 SOLARCITY.COM MA HIC 168572IMA LIC. MR -1136 Docuiign Envelope ID: 07BBBA24-D8C1-43A4-89DB-6AEACB19A742 f 1%�gtN k o,;SolarCity. Power Purchase Agreement dn,+ Here are the key terms of your SolarCity Power Purchase Agreement System installation cost 14.20¢ Electricity rate per kWh Our Promises to You Date: 4/28/2014 20years Agreement term • We insure, maintain, and repair the System (including the inverter) at no additional cost to you, as specified in the agreement. • We provide 24/7 web -enabled monitoring at no additional cost to you, as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement, as specified in the agreement. • The rate you pay for electricity, exclusive of taxes, will remain fixed for the terrn of the agreement. • The pricing in this PPA is valid for 30 days after 4/28/2014. Amount due at contract signing: Estimated prepayment due when installation begins: Estimated prepayment due following building inspection: Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Carrie Crouch 31 Moody St North Andover, MA 01845 Options for System purchase and transfer: • If you move, you may transfer this agreement to the purchaser of your Home, as specified in the agreement. • At certain times, as specified in the agreement, you may purchase the System. • These options apply during the 20 year term of our agreement and not beyond that term. $0 $0.00 $0.00 Installation Location 31 Moody St North Andover, MA 01845 Options at the end of the 20 year term: • SolarCity will remove the System at no cost to you. • You can upgrade to a new System with the latest solar technology under a new contract. • You may purchase the System from SolarCity for its fair market value as specified in the agreement. • You may renew this agreement for up to ten (10) years in two (2) five (5) year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1 888.765.2489 1 SOLARCITY.COM MA HIC 168572/MA Lic. MR -1136 Document Generated on 4/28/2014 Docu#$ign Envelope ID: 07BBBA24-D8C1-43A4-89DB-6AEACB19A742 J 22. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 23. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22, UNLESS INSTALLATION OF YOUR SYSTEM HAS ALREADY COMMENCED, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU SIGN THE FIRST AMENDMENT TO THIS PPA DETAILING YOUR ESTIMATED PRODUCTION. 24. Pricin The pricing in this PPA is valid for 30 days after 4/28/2014. If you don't sign this PPA and return it to us on or prior to 30 days after 4/28/2014, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Solar Power Purchase Agreement version 7.2.1 I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Power Purchase Agreement. Customer's Name: Carrie Crouch P� DocuSigned by: Signature: Date Customer's Name: Signature: Date: 4/28/2014 1644 ,- `SolarCity Power Purchase Agreement SOLAROtTY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement SoiarC�ty. Date: 4/28/2014 <�SoiarCit o y 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com May 13, 2014 Project/Job # 018597 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Crouch Residence 31 Moody St North Andover, MA 01845 YOO JIN No. Digitally s� oo Jin Kim Date: 2014.05.13 07:53:40 -07'00' Version #34.3 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 = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground Snow Load = 50 psf - MP1: Roof DL = 8 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 35 psf (PV Areas) - MP2: Roof DL = 8 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 35 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 05.13.2014 • TM Version #34.3 ,SolarCity. SleekMount PV System Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Crouch Residence AHJ: North Andover Job Number: 018597 Building Code: MA Res. Code, 8th Edition Customer Name: Crouch, Carrie Based On: IRC 2009 / IBC 2009 Address: 31 Moody St ASCE Code: ASCE 7-05 City/State: North Andover, MA Risk Category: II Zip Code 01845 Upgrades Req'd? No Latitude / Longitude: 42.705263 -71.121012 Stamp Req'd? Yes SC Office: Marlborough PV Designer: Orson Homer Calculations: Humphrey Kariuki P.E. EOR:1 Yoo Jin Kim 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 = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D 31 Moody St, North Andover, MA 01845 Latitude: 42.705263, Longitude: -71.121012, Exposure Category: C LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight 0.5 Dsf PV System Weight s 3.0 Psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lb ALL MPS Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing R2 Yes 1.5 psf Board Sheathing Lr None Eq uation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 7.3.4 & 7.10 8 psf ALL MPS 8.0 Psf Reduced Roof Live Load Non -PV Areas Value ASCE 7-05 Roof Live Load Lb 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 4j12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr L, = R R Eq uation 4-2 Reduced Roof Live Load Lr 20 psf ALL MPS 20.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? ASCE Eq: 7.4-1 70% Yes Effective Roof Slope 200 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 15.7 ft 35.0 Psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 i p Snow Thermal Factor Ct All structures except i as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Pf-min 35.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) Flat Roof Snow Load Pf Pf = 0.7 (Ce) (Ct) (I) pg; pf i pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding C, 01i, All Other Surfaces Figure 7-2 Roof ASCE Eq: 7.4-1 70% 1.0 Design Roof Snow Load Over PS_roof = (Cs -root) Pf ASCE Eq: 7.4-1 SurroundingRoof ps"'°Of 70% 35.0 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules _PV Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV Modules PS"°" PS - PV = (Cs -p„) Pf ASCE Eq: 7.4-1 70% 35.0 Psf CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Com12 Mount Type C Section 6.5.6.3 Roof Slope qh 200 Fig. 6-11B/C/D-14A/B Rafter Spacing I h 16" O.C. I Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Hei ht I h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 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 3 psf 20.6 psf T -actual Wind Prr+.ccurr+ Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U Wind Pressure Down -18.0 Psf 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing 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 -283 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.5% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf . PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -353 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 70.7% '' COMPANY WoodWorks ® 3055SolarCle Corporatey3055 Clearview Wa SOErWAREMNWOW DESIGN San Mateo, CA 94402 May 13, 2014 08:44 Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: PROJECT MP1 & MP2.wwb Load Type Distribution Pat- Location [ft] Magnitude Unit 502 427 tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf PV DL Dead Full Area No Capacity 3.00 (16.0)* psf SL Snow Full Area Yes 599 35.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-11.4" 0' 1'-2" 14'-11" Unfactored: Dead Snow Factored: 125 377 106 321 Total 502 427 Bearing: F'theta 457 457 Capacity Joist 599 427 Supports 586 730 Anal/Des Joist 0.84 1.00 Support 0.86 0.58 Load comb #2 #4 Length 0.50* 0.62 Min req'd 0.43** 0.62 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 1 625 625 *Minimum bearing length setting used: 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. MPI & MP2 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 16-11.4'; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 & MP2.wwb WoodWorks® Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NUS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 51 Fv' = 155 fv/Fv' = 0.33 Bending(+) fb = 1329 Fb' = 1389 fb/Fb' = 0.96 Bending(-) fb = 39 Fb' = 667 fb/Fb' = 0.06 Deflection: Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: 0.62 = L/280 0.97 = L/180 0.64 Interior Live Total 0.82 = L/211 1.45 = L/120 0.57 Cantil. Live -0.17 = L/88 0.16 = L/90 1.02 Total -0.22 = L/66 1 0.25 = L/60 1 0.90 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 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.480 1.200 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 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 408, V design = 373 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1455 lbs -ft Bending(-): LC #2 = D+S, M = 42 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 = 67e06 lb-in2 "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 govern design. A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kip 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizatiott/lndividual): --SolarCity Corporation Address: 3055 Clearview an Mateo, CA, 94402 888-765-2489 City/State/Zip: ' Phone #: Are you an employer? Check the appropriate box: I. I am a employer with 5000 4. 90 1 am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet. t ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. C We are a corporation and its required.] officers have exercised their 3. 1 am a homeowner doing all work right of exemption per MGL myself.. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. New construction 7. Remodeling 8. Demolition 9. [ Building addition 10.Electrical repairs or additions 11.Q Plumbing repairs or additions 12. Roof repairs 13.0 Other 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 their workers' comp. policy information. I am air employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 11-iberty Mutual Insurance Compan Policy # or Self -ins. Lic. #: 766 066265023 Expiration Date L9/1/1 Job Site Address: 3 S City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that 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 the pains and penalties of perjury that the information provided above is true and correct. Signature: l�,�C''e�--� � 16t Date: cO Cif Phone #: 1888-765-2489 t -- - Oficial use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Porcnn• DR...., U. D i A4CC_> RbsCERTIFICATE CIF LIABILITY INSURANCE °ATE(MMIDDiVYYY) 08/21/2013 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 pol(cy(ies) must be endorsed. It 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(sst PRODUCER 0726293 1-415-546-9300 Arthur J. Gallagher i Co. Insurance Brokers of California, Inc., License (10726293 1255 Battery Strut 4450 San Francisco, CA 94111 INSUREII----- SolarCity Corporation 3055 Clearvieu Way San Mateo , CA 94402 COVERAGES f�tbr�c�nwre uuuc.�w- ee .., CON NAME T Brendan Quinlan PHONE 415-536-4020 FAX (�e� No. Ems: LA41C, Noo3 ADDRESS, brendan`quinlanpajg.com INSURER(B) AFFORDING COVERAGE f MAIC f INSURERA; LIBERTY MUT FIRE INS CO 123035_ INSURER e: LIBERTY INS CORP42404 INSURER INSURER C : _ INSURER D: INSURER E_- INSURER F; , --" -"' - ---'-- KLV1510N 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 REOU(REMENT, CERTIFICATE TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MAY BE ISSUED OR MAY EXCLUSIONS WHICH THIS PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_. INSR ; LTR TYPE OF INSURANCE1M AODL SUER. - _ POLICY EFF POLICY EXP INVD POLICY NUMBER A GENERAL LIABILITY ' 1311111100tyYYY1 MIDDIYYYY LIMITS 782661066265053 09/01/1 09/01/14 1,000,000 X X ERGNOCCURRENCE l COMMERCIAL GENERALLIAORnY 1 } + X ArAA , il'i FeF_NTFO 100, 000 PREMISES (Fa .. 1 CLAIMS -MADE MADE 1 OCCUR X Deductible: $25,000 I _ 1 MEOEXPIMyaneparson) { 10,000 ~ _ble: I PERSONAL 8 ADV INJURY 1,000,000 -- GENERALAGGREGATE t2,000,000 GENY AGGREGATE LIMIT APPLIES PER ' X PO/.ICY PRO, t PRODUCTS-- COMP/OP AGO $2,000,000 � JFCTLOC- A 1 AUTOMOBILE LIABILITY l AS 04 Ix ANY AUTO i COMBINED SINGLE LIMIT ; IEa' ocootnl) __ _l; 1,000,000 ALL OWNED � SCHEDULED BOUILY INJURY I ;'psnon) 11= i AUTOS ! _ AUTOS I NON -OWNED INJURY (Por HIRED AUTOS t AUTOS .. �1�101)ILY eOPERTY DAMAGE _ S UMBRELLA LUIS OCCUR A1 EACH OCCURRENCE EXCESS LIAR CLAIMS -MADE f $ - -- _ IA_G_GREGAIE _ DED RETENTION= f- B WORKERS EMPLOYCOMPENSATION AND EMPLOYERS' LIABILITY ILJT MC7661066265033 (WI Retro) 09/01/13 09/01/14 X �Z4 STATU. 70TH• �� f B ANYCFRrWETURIPARTNDE0'? UTNE �YIN Fill NIA NA766DO66265023 (Ded) 09/01/13 09/01/14 $ 1,000,000 EL EACHACCIDENT (MandaRrMFMNFRFXCIUDED? (Mandatory M NH) I It pts. descnbe under t E.L. DISEASE - EA EMPLOYEE1 S 1, 000 , 000 DESCRIPTION OF O PERATIONS eeW& E L DISEASE - POLICY LIMB 1 $ 1,000,000 t DESCRIPTION OF pPERA710N$ /LOCATIONS !VEHICLES (Attach ACORO 101, Adoitlonal Remarks Schedult. 11 mon $pact Is regwlnd) Proof Of Insurance. CERTIFICATE 14n1 nco _ of Insurance Only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THC POLICY PROVISIONS AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION_ All rlah$a rnco.—i n$.ans i co (cU-Iwua) The ACORD name and logo are registered marks of ACORD satyasan 35272277 t 4 W/o r�i��i�rr�irrrfr�rrl�%r r� r` Mrl'j';r1i'd/ r" Office of Consumer Affairsland Business Regulation g 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLARCITY CORPORATION CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 SGA 1 Cr 20M-05- t t Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 Update Address and return card. Mark reason foe change. n Address 0 Renewal n Employment [ I Lost Card o."7"t r rrrurr rrnvn�/� r� %jr..Nt�rr.r I,', �"' Office of Consumer Affairs & Business Regulation ,,,fir `DOME IMPROVEMENT CONTRACTOR xis . Registration: 168572 Typi r =' Expiration: 3/8/2015 Supplement :ard SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI WALBOROUGH, MA 01752 Undersecretary License or registration valid for individul use only before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, MA 02116 Not v lid without signature ` 'Aassachusetts • Department of pjbtrc Safety Board of Building Regut:mons and Standards t -101 ua n++n Suint ri iurr cense CS -107663 { CRAIG ELLS 206 BAKER STREET Keene NH 03431 C•r mill 11% u r 08/29/2017 _ Office of Consumer Affairs ftnd Business Regulation f 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLARCITY CORPORATION DAVID MILLAR 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 SCA 1 G 20M-05/11 Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 Update Address and return card. Mark reason for change. ❑ Address ❑ Renewal r] Employment ❑ Lost Card ` Rice of Consumer Affairs & Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. 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