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Building Permit #536-15 - 835 SALEM STREET 12/9/2014
BUILDING PERMIT, TOWN OF NORTH ANDOVER oa y,.. APPLICATION FOR PLAN EXAMINATION Permit No#: J Date Received �SS?Arilo Date Issued: MPORTANT: Applicant must complete all items on this page LOCATIQN.� t-- _S17 Pnnt PROPERTY OWNER �� 1r�_m_ ._ Print 100 Ye' r Structure yes no MAP. PARCEL ZQNING DISTRICT:. Historic District ye_ no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑ Addition ❑ Two or more family ❑ Industrial v'Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic ❑ Well ❑ Floodplain 0, Wetlands El Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: _mss+ S6 - c(ecf nc-Dane-16 fc?fied. Ct /- 2. brA cel r)fb t �x►��,��ame 4-0 Iz lnq erconn fed 1 J--) Cl y hoyn'-S' 'Ple c4 T 6 / Identification - Please Type or Print Clearly OWNER: Name: Phone:9 q9'1-toL? 9 Address: R35 Sa(-e -Contractor -Z�S-Z3&3- Address: pw rch d LA' M 6^1 , Old Supervisor's Construction Licenser /i _..w .w Exp. Date:l Home ARCHITECT/ENGINEER Address: Phone: Reg. No. FEE SCHEDULE. BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 19, r77)a FEE: $ 2,2"'d Check No.: Receipt No.: NOTE: Person contracting with unregistered contractors do not have access to the guaranty fund _ 6nnature of contractor 171 C., 114 ,o o " 1, V L-2 .A Inn A, Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. 11 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 Doe: Building Permit Revised 2014 Plans Submitted Plans Waived 0 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_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ,_ Planning Board Decision: Conservation Decision: Comments Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Durripster on site yesno, _ Located at 124 Main Street_ Fire Departmentsignature/tlate. COMMENTS Dimension Number of Stories: Total land area, sq. ft.: Total square feet of floor area, based on Exterior dimensions. 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 NOTES and DATA — (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 IM Location No. S�(,' if Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ $ Foundation Permit Fee $, Other Permit Fee $ TOTAL $ Check #' 230339 1 Building Inspector Version #58.7 Itz r 41a,;SOlarClt y Project/Job # 0181367 RE: Installation Approval Letter Project: Levis Residence 835 Salem St North Andover, MA 01845 Date of Review 7/11/2016 AHJ North Andover SC Office Wilmington 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. The work has been completed in accordance of 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. Yoo Jin Kim, P.E. 0, Professional Engineer rr_,i*y T: 510.647.6816Oemail: ykim@solarcity.com No. Digitall "" oo Jin Kim Date: 2016.07.11 15:02:26 -07'00' 3055 Clearvlew Way San Mateo, CA 94402 r (650) 638 - 1028 (888) SOL - CITY c (650) 638 - 1029 solarcity.com a- •.. t,-Al1•,. .tt, .a ., A....s V ' a. t. oft•-, ,. t'x .. J,d _ua E. �.. 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F .: Z m0 rD:OD :W: V J O'N; O N :W'A'N' O ,H O: t0 00 x ;O _ o d N— : c :c :: 3 :3. �`V° �o: :o w: 'O'D :A:o°0: .A o00: O O x w :w :G G: _0 <: :o•: w D x L1 4 p F N O r2: a m (=:U):N D r•'` D: :n:.- n:OO n: 2 y O _..p. .,�.�+ 0: 0: O: x 3 :DSP; O 'N O o o a n v : D J:•G N `L p O c :T O ;N O L OJO 01: W V O; N 9 :0 :O O J' » z: � c c w c O ° . o 6 A x f r✓ O O o o N T ` A w W to o N O 0 cncf)y m m �4 W O O D(D C CD C/) Cl) NN M m m OW O co CD CA D D CD C N N y m C m - CD O A O CDO CD D CD D c � c ti y N m O O S oZ O 0 D -1 C e -F N D CD n° N :DSP; O 'N O :A 0:�: •O 00.0. N' :A O: N T 0 O J . OJO 01: W V O; W:°O w O:O p .o o.o o r✓ O O N O 0 cncf)y m m �4 W O O D(D C CD C/) Cl) NN M m m OW O co CD CA D D CD C N N y m C m - CD O A O CDO CD D CD D c � c ti y N m O O S oZ O 0 D -1 C e -F N D CD n° N DocuSign Envelope ID: 5B6F8302-A48D-4321-8CEB-8EF76B836779 1%h% :grt, -larCit . Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement System installation cost 15.43¢ Electricity rate per kWh Our Promises to You Date: 11/14/2014 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 term of the agreement. • The pricing in this PPA is valid for 30 days after 11/13/2014. • We are confident that we deliver excellent value and customer service. As a result, you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production Amount due at contract signing: Estimated prepayment due when installation begins: m Estimated prepayment due following building inspection: T Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Matthew Levis Pamela Levis 835 Salem 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. 10,710 kWh $0 $0.00 $0.00 Installation Location 835 Salem 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 1888.765.2489 1 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 11/13/2014 ❑� �a 391158 DocuSign Envelope ID: 5B6F8302-A48D-4321-8CEB-8EF76B836779 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. 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: Matthew Levis DocuSigned by: Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22, YOU MAY ALSO CANCEL Date THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 1111312014. If you don't sign this PPA and return it to us on or prior to 30 days after 1111312014, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. 11j14/2014 Customer's Name: Pamela Levis DmuSigned by: Signature: 4AAL .A-�tkus Date: I 11/14/2014 oj;;;SolarCity 3 Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement ,.tl. "sc at£t Date: 1111312014 Solar Power Purchase Agreement version 8.2.0 391158 _ Version #39.5 nZI-04.-Solarcity. 3055 Clearview Way, San Mateo, CA 94402AfIry (888)-SOL-CITY (765-2489) 1 www.solarcity.com 00 J!N Viil November 21, 2014 No. Project/Job # 0181367 RE: CERTIFICATION LETTER Project: Levis Residence 835 Salem St Digital) y Yoo Jin Kim North Andover, MA 01845 Date: A14.11.25 14:30:01 To Whom It May Concern, -081001 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 - MPI: Roof DL = 8 psf, Roof LL/SL = 26.5 psf (Non -PV Areas), Roof LL/SL = 16 psf (PV Areas) - MP2: Roof DL = 13.5 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 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 is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing 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 MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Professional 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 AY ROC 2-13771, GA CSLD 8&5104, CD EC 804 t. C i H100632178, DC HIC 71,101488, DC I VS 7t 101486, HI CT -29770, MA HIC 168572, MO MHIG 128948, NJ MH06160000, DR GCF 18NQ8, PA 071343, TXTDIR 2700@. WA GOO. SOIARC'9t907 O 2013 S.1arCHy M righla reserved. o AsolarCity. SleekMountTM PV System Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS T 11.21.2014 Version #39.5 --- .- --I _ Project Name--: Job Number:0181367 _ Levis Residence _ _ a Levis, Matthew - 835 Salem St North Andover, MA 01845_ _ -71.079937 42.668725 - Wilmington I dmdy Kou al AHJ: North Andover MA Res. Code, 8th Edition IRC 2009 / IBC 2009 ASCE 7-05 IT No Yes Tom Conlon I Yoo Jin Kim P.E. Building Code: Based On:. Customer Name:_ Address: ASCE Code: City/State;_ Zip Code Risk Category:. Upgrades Req'd? -- �Stamp.Req'd? PV Designer: Latitude J Longitude: -- SC Office: Calculations: EOR: 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 835 Salem St, North Andover, MA 01845 Latitude: 42.668725, Longitude: -71.079937, Exposure Category: C LOAD ITEMIZATION - MP1,_ PV System Load Non -PV Areas PV Module Weight (psf) Hardware Assembl Weight (pso 2._5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description LO MP1 Table 4-1_ Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No _ Underlayment _ _ Rooting Paper 0.5 psf Plywood Sheathing R2 Yes 1.5 psf Board Sheathing Lr None Equation 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(MPI) 8.0 Psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1_ Member Tributary Area At 4 < 200 sf Roof Slope I 10/12 W Tributary Area Reduction Rl 1 - Section 4.9 Sloped Roof Reduction R2 0.7 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Rj) (R2) Equation 4-2 Reduced Roof Live Load Lr 14 psf (MP1) 14.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 4 50.0 psf ASCE Table 7-1 Snow LoadReductionsAllowed? PS - Yes ASCE Eq: 7.4-1 32% Effective Roof Slope 400 I Horiz. Distance from Eve to Ridge. W _ 17.7 ft _ 26.3 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 posed Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ - pf-"'i" 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 >_ pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS roof All Other Surfaces Figure 7-2 Roof PS - 0.8 ASCE Eq: 7.4-1 32% Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 53% 26.3 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs_pV Unobstructed Slippery Surfaces 0.5 Figure 7-2 Design Snow Load Over PV Modules PS - PS -PV = Ks-pv) Pf ASCE Eq: 7.4-1 32% 16.2 psf LOAD ITEMIZATION - MP2 PV System Load Non -PV Areas PV Module Weight (psf) Hardware Assembly Weight s T - m 2.5 psf 0.5 psf PV System Weight s MP2 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP2 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No q W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing Rz Yes 1.5 psf Board Sheathing _ None Equation 4-2 Rafter Size and Spacing Lr 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted Ceiling Table 7-3 Yes 4.7 psf Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 13.5 psf MP2 13.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 q W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.95 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (R,) (Ri) Equation 4-2 Reduced Roof Live Load Lr 19 psf MP2 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed?YesLL Ps p� _ ASCE Eq: 7.4-1 70% Effective Roof Slope 230 I Horiz. Distance from Eve to Ridge q W _ 9.3 ft 35.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C Partially Exposed Table 7-2 �. 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ _ _ Rain -on -Snow Surcharge) Pf-min 35.0 psf 7.3.4 & 7.10 Flat Roof Snow Load pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 psf 1 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS -fOOf All Other Surfaces Figure 7-2 Roof Ps p� 1.0 ASCE Eq: 7.4-1 70% Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 70% 35.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed 1.0 pery Surfaces Figure 7-2 Design Snow Load Over PV Modules Ps p� PS -PV - (Cs-pv) Pf ASCE Eq: 7.4-1 70% 35.0 psf COMPANY PROJECT 1NoodVVorks® SOMAREFOR WOo4WIGN Nov. 21, 2014 12:401 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 484 404 tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf SL Snow Full Area No Capacity 35.00 (16.0)* psf PVDL Dead Full Area No 779 3.00 (16.0)* psf *Tributary width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 18'-0.9„ 0' 1'-2" 13'-5.8" Unfactored: Dead Snow 140 343 117 287 Factored: Total 484 404 Bearing: F'theta 594 594 Capacity Joist 779 445 Supports 586 586 Anal/Des Joist 0.62 0.91 Support 0.83 0.69 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.41** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. MP1 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-114") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 18'-0.9"; Pitch: 10/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 1-11 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 40 Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 1118 Fb' = 1389 fb/Fb' = 0.80 Bending(-) fb = 41 Fb' = 612 fb/Fb' = 0.07 Live Defl'n 0.60 = L/320 1.07 = L/180 CRITICAL LOAD COMBINATIONS: 0.56 Total Defl'n 0.85 = L/227 1.60 = L/120 0.53 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 - 2 Fb'- 875 1.15 1.00 1.00 0.441 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 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 314, V design = 290 lbs Bending(+): LC #2 = D+S, M = 1224 lbs -ft Bending(-): LC #2 = D+S, M = 45 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow w=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output 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 Page 2 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. COMPANY PROJECT Woo,dWorks� $Off%AarwR woos oMGN , Nov. 21, 2014 12:41 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 13.50 (16.0)* psf SL Snow Full Area No 35.00 (16.0)* psf PVDL Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 9'-6.4" 0' 1' 8'-5.8" Unfactored: Dead 114 gg Snow 224 173 Factored: Total 338 261 Bearing: F'theta 472 472 Capacity Joist 620 354 Supports 586 586 Anal/Des Joist 0.55 0.74 Support 0.58 0.45 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fc su 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP2 Lumber -soft, S -P -F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 9'-6.4"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); ❑ I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 22 Fv' = 155 fv/Fv' = 0.14 Bending(+) fb = 267 Fb' = 1273 fb/Fb' = 0.21 Bending(-) fb = 20 Fb' = 815 fb/Fb' = 0.02 Live Defl'n 0.03 = <L/999 0.54 = L/180 0.05 Total Defl'n 1 0.04 = <L/999 1 0.81 = L/120 0.05 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 1.100 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 0.640 1.100 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 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 248, V design = 200 lbs Bending(+): LC #2 = D+S, M = 475 lbs -ft Bending(-): LC #2 = D+S, M = 35 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb -int "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 Page 2 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. ,CALCULATION -OF. -DE! IGNWIND Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Krt SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Com Mount T g C Section 6.5.6.3 Roof Slope qh 400 Fig. 6-11B/C/D-14A/B Rafter Spacing h _ 16" O.C. Section 6.2 Framing Type / Direction Y -Y Rafters T -allow Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt 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 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 Kd 0.85 Table 6-4 importance Factor I 1.0 Table 6-1 VelocityPressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 20.6 sf _ _T -actual _ Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U Wind Pressure Down -19.6 psf 18.0 psf ,ALLOWABLE STANDOFF 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 _ -313 lbs Uplift Capacity of Standoff T -allow _ 500 lbs Standoff Demand/Capacity DCR 62.6% _ X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Max Standoff Tributary Area Trib, _ -Staggered :_ _ _ 21 sf. PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff _ T -actual _ _ _ _ _ -391 lbs_ Uplift Capacity of Standoff T-allow500 lbs Standoff Demand/Capacity DCR - 78.3% _ ,CA__LCULATION -OF.D.ESIGN-WI-NO.COADS---M-P2-- Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA _ SolarCity SleekMountTO Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Tvge C Section 6.5.6.3 Roof Slope qh 230 Fig. 6-11B/C/D-14A/B Rafter Spacing h 16" O.C. Section 6.2 Framing Type / Direction Y -Y Rafters T -allow, 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 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 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) (Krt) (Kd) (V12) (I) Equation 6-15 3 psf 20.6 psf T -actual Wind Pressure 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 -18.0 Psf Wind Pressure Down Pfdownl 10.0 Psf tALLOWABLE 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 -281 lbs Uplift Capacity of Standoff T -allow, 500 Ibs Standoff Demand/Capacity DCR 56.2% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait Y 48"64" - Max Allowable Cantilever Portrait _ _ 16" 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 _ _-352 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ca aci DCR 70.4% .Y 14 The Commonwealth of Massachusetts fu Department oflndustrialAccidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Lv-, www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricions/Plumbers ApBlicant Information _ Please Print Legibly Name (Business/Organization/individual): SOLARCITY CORP Address: 3055 CLEARVIEW WAY city/state/zip: SAN MATEO, GA !34aaz Phone #: rsoo-roo-cyov Are you an employer? Check the appropriate box: Type of project (required): I. ❑ I am a employer with 5000 4. ❑ 1 am a general contractor and 1 ti ❑ New construction employees (full and/or part-time).* 2. ❑ 1 am a sole proprietor or partner- have hired the sub -contractors listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub -contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance x 9. ❑ Building addition [No workers' comp. insurance 5, We are a corporation and its ❑ 110.[-] Electrical repairs or additions required.] 3. ❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other SOLAR / PV coma. insurance rettuired:l 'Any applicant that checks box #1 must also fill art the section below showing their workers' compensation pony mrormauon. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors 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 LIBERTY MUTUAL INSURANCE COMPANY Policy # or Self -ins. Lic. #: WA7-66D-066265-024 Expiration Date: 09/01/2015 Job Site Address: 06'wQS- q21e,(n SI� City/State/Zipvar oy o/ l 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 23A of MGL e. 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. 1 do hereby certify under the pains and ppenaltles of perjury that the ha'fornradon provided above is true and correct. Phnnw fl- Offlclal ase only. Do not write In this area, to be completed by city or town offlcial. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. Cityf1rown Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone #• ACORN®°A CERTIFICATE OF LIABILITY INSURANCE ° OM4 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(fes) 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 endorsemen s . PRODUCER MARSH RISK &INSURANCE SERVICES 345 CALIFORNIA STREET, SUITE 1300 CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 C NTA T NAME` FAX ((NC NkA)4I AIC No): n DDR T82-661-066265.014 09/0112014 INSURERIS) AFFORDING COVERAGE NAIC X A: liberty Mutual Fite hwance Company 16586 998301-STND-GAWUE-14.15INSURER INSURED w Ph (650)963.5100 SdarCity Corporation INSURERS: LftgInsurance CoTwation 42404 — INSURER C: NIA WA INSURER D: 3055 Cleamew Way San Mateo, CA 94402 PRODUCTS - COMPRIPAGG 3 2,000,000 Deductible 3 25,000JECT' INSURER E : INSURERF: COVERAGES CERTIFICATE NUMBER: SEA -002440269-02 REVISION NUMBER:4 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 TYPEOFINSURANCE ADDL SUBIt POLICY NUMBER POLICY EFF M/DD POLICY EXP WDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I-1 OCCUR CharlesMarmoleiO�— T82-661-066265.014 09/0112014 09101/2015 EACH OCCURRENCE 3 1,000,000 PRAMAE_MI, ETOEaEoccunenoe 3 100,000 MED EXP (Anywe person) S 10000 PERSONAL & ADV INJURY $ 1,000000 GENERAL AGGREGATE $ 2,000,000 GEMLAGGREGATE LIMIT APPLIES PER: X RX POLICYPRO- LOC PRODUCTS - COMPRIPAGG 3 2,000,000 Deductible 3 25,000JECT' A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS X NO OWNEO X HIRED AUTOS AUTOS X Phys. Damage AS2.661-066265.044 0910112014 09910112015 COMBINED SIN LIMIT 1 Ea aocidern _ BODILY INJURY (Per person) S BODILY INJURY (Per accdeM) S PROPERTY DAMAGE $ Per accident COMPICOLLDEC: $ $10001E1.000 UMBRELLA LIAB EXCESS LIAB Id OCCUR CLAIMS -MADE EACH OCCURRENCE 3 AGGREGATE $ DED RETENTION B B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describo under DESCRIPTION OF OPERATIONS below N /A WA7-66D-066265-024 WC766I-066265 034 (WQ WCDEOUCTIBI E: 2350,000 09/0112014 0910112014 09/0112015 0910112015 —ATaS X O STM OTH- 1;000,000 E l EACH ACCIDENT $ _ _ E.L. DISEASE - EA EMPLOYE $ 1,000,000-00 E.L. DISEASE - POLICY LIMIT S 1,0(10 DESCMPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AddI tonal Remarks Schedule, It more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarClty Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CIeaMmWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo, CA 84402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Mareh.Risk & Insurance Services CharlesMarmoleiO�— ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs/and Business Regulation r 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/812015 CRAIG /812015CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT 11 -- -- -- --- ---- MARLBOROUGH, MA 01752 SCA 1 0 ", 0Y1 % Update Address and return card. Mark reason for change. ❑ Address Q Renewal [J Employment ❑ Lost Card r .�/I+' i'r 1"1!11?,ir/i'r rllrlt e/, //y,w/('//ff r /4 Office or Consumer Affairs & Business Regulation License or registration valid for individul use only f{,OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 7 Registration: 168572 Typr 10 Park Plaza - Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston, MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD ZUNI IWIALBOROUGH, MA 01752 Undcrsteretary Not v lid without signature 1 ? { Massachusetts • Depanment of Public Safety 1 Board of Building Regulations .Ind Standards ( un+rruourn Sullen isrrr L ycense CS -107663 CRAIG ELLS 206 BAKER STREET Keene Nle[ 03431- !�r,�r,,, Pk I, Cureu2t�ss1hlt r 08/29/2017 a w 1y Office of Consumer Affairs nd Business Regulation �. 10 Park Pima - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2015 ASTRID BLANCO 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card. Mark reason for change. SCA 1 G 20M-05111 Address E]Renewal ❑ Employment ❑ Lost Card / A. 1(1ro,lilt, nmr,i//f Mee of Consumer Affairs & Business Regulation License or registration valid for individul use only 'r ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: � Office of Consumer Affairs and Business Regulation , 0 Registration: 168572 Type: 10 Park Plaza - Suite 5170 rt -s. Expiration, 3/8/2015 Supplement Card Boston, MA 021116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2UNI �.-- ITAARLBOROUGH, MA 01752 Undersecretary Not valid without signature