36-396 (5) 108 EMERSON WAY BP-2017-0518
(as#: COMMONWEALTH OF MASSACHUSETTS
NIan:9lock:36 .396 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permitil BP-2017-0518
Project# JS-2017-000846
Est.Cost: S25000_00
Fee:875.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: SOLARCITY CORP 108706
Lot Size(sq. ft.): 11848.32 Owner: BURGESS ALDEN&CARMINE
Zoning,: Applicant: SOLARCITY CORP
AT: 108 EMERSON WAY
Applicant Address: Phone: Insurance:
604 SILVER ST (978) 215-2369(1 Workers Compensation
AGAWAMMA01001 ISSUED O.N:10/19/2016 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR ELECTRIC PANELS TO ROOF
5.72KW
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House F Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeTvpe: Date Paid: Amount:
Building 10/19/2016 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-0518
APPLICANT/CONTACT PERSON SOLARCITY CORP
ADDRESS/PHONE 604 SILVER ST AGAWAM (978)215-23690
PROPERTY LOCATION 108 EMERSON WAY
MAP 36 PARCEL 396 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid 15
Building Permit Filled out
Fee Paid
Tvpeof Construction: INSTALL SOLAR ELECTRIC PANELS TO ROOF 5 72KW
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 108706
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IN/FORMATION PRESENTED:
"IN/FORMATIONroved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
/IC)/r/(
Sio ature of Building Ofcial •
Date
Note: Issuance of a Zoning permit doe's not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission, Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40W Contact Office of
Planning& Development for more information.
City of Northampton
*„ Building Department
/
Q** 212 Main Street
4”, •
Room 100
Northampton, MA 01060
4ç ,e
phone 43-587-1240 Fax 413-587-1272
aa7 aNTy/CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITEINFORMATION
1.1 Property Address: This section to be completed by office
108EMERSON WAY Map Lot Unit
Zone Overlay District
Elm St District CB District
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record:
ALDEN BURGESS 108 EMERSON WAY Northampton MA 01062
Name(Print) Current Mailing Address: (71 A)300-1549
Telephone
Signature
2.2 Authorized Agent:
SolarCity Corp/JAMES DIPADUA 604 Silver St Agawam MA 01001
Name(P Current Mailing Address:
978-215-2367
Signa re Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building 7,000 (a)Building Permit Fee
2. Electrical 18,000 (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical (HVAC)
5. Fire Protection
6. Total=(1 +2+3+4+5) 25,000 Check Number 71 3'/ #.73
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to he filled in by
Building Department
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg. Square Footage
Open Space Footage
(Lot area minus bldg&paved
parking)
k of Parking Spaces
Fill:
(volume Be Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DON'T KNOW YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DONT KNOW YES
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , Date Issued:
C. Do any signs exist on the property? YES NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES NO
IF YES, describe size, type and location:
E. WII the construction activity disturb(clearing,grading,excavation,or filling)over I acre or is it part of a common plan
that will disturb over 1 acre? YES NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House Addition Replacement Windows Alteration(s) Roofing
Or Doors
Accessory Bldg. Demolition New Signs [ I Decks [ I Siding,[ l Others
Brief Description of Proposed '.
Work' [Install solar electric panels to roof of existing home,to be interconnected with home's electrical system.
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
6a,If New house and or addition to existing housing, complete the following:
a. Use of building One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
ALDENBURGESS as Owner of the subject
property
hereby authorize SOLARCITY/JAMES DIPADUA
to act on my behalf, in all matters relative to work authorized by this building permit application.
10/14/2016
Signature of Owner Date
I, SOLARCITY CORP/JAMES DIPADUA , as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
SOLARCITY CORP/JAMES DIPADUA
Print Na���me//�JJ
-,�, /moi oi� 10/14/2016
Signature f Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder SOLARCITY/JEREMY GRAVES 108706
License Number
604 SILVER ST AGAWAMnMA 01001 02/23/2019
Add ,/ Expiration Date
774-279-7650
ignat Telephone
9 Registered Home Imorovement Contractor: Not Applicable ❑
SOLARCITY CORP/JAMES DIPADUA 168572
Company Name Registration Number
604 SILVER ST AGAWAM MA 01001 03/08/2017
ss Expiration Date
Telephone 978-215-2367
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes ❑ No 0
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings ofone(I) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780. Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature_ _.
AThe Commonwealth of Massachusetts
—_---.tDepartment oflndustrlal Accidents
i— It
Office of Investigations
10 — 600 R ashington Street
Boston,MA 02/Il
www.nwssgov/lla
Worken' Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name(Husllsaiim
a'orgnnrionnndividuel); SOLARCITY CORP.
Address: 3055 CLEARVIEW WAY
City/suite/zip: SAN MATEO, CA 94402 phone #: 888-765-2489
Are you as employer?Cheek the appropriate box: Type of project(required):
1.0 I am a employer with 5000 4. 0 I am a general contractor and I 6. 0 New construction
employees(full and/or pan4ime).• have hired the sub-coraraclors
2.❑ 1 am a sole proprietor or mintier-
listed on the attached sheet. I 7. 0 Remodeling
ship end have no employees These subcontractors have S. 0 Demolition
working for me in any capacity. workers'come. insurance. 9. ❑ Building addition
INo workers'comp.insurance 5. 0 We area corporation and its
10.0 Electrical repairs or additions
requited,' officers have exercised their
3.❑ I am a homeowner doing all work right of exemption per MGI. 11.0 Plumbing repairs or additions
myself.[No workers' comp. c. 152.*1(4),and we have no 12.0 Roof repairs
Insurance required.] ' employees.[No workers'
comp. insurance required.] 13.❑out..
-
Ara Ilmu Mei chud;u box 01 mos also fill out the vcclion below showing their„akar'anlpaabn policy tefamalnn
I Inco .owns who wbmb this eRWm•II ioddimling rhes em doing SI wok and the hire outside manors now submit o new amdovll Sloan}such.
t7aaracam that chock this box must mldwal on addllirwwl show slowing IM/twee Mac,abeorarstas mid their natal(amp.plies b femarin.
I am an employer that Is providing porkers'compensation inrwrancefar nry•employees. Below is the policy mrd,job site '
information. �"�
Insurance Company Narne:_Zl0r'IC4'1 /Aerie tvtsviretnce. CovYIpa.yi([ --
Policy H or Sclf-ins. Jic.#: Vii l, - 0 18,1QDO T. bi Expiration Date: Oaf'0I- P.7
t T IA Fare v a n.\ .
Job Site Address:: IO `i_rnkr�S" r`l Wo{ _-Cily/State/rp: OI°bC
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to scare coverage as requited 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 SIlDP WORK ORDER and a fine
of up to 5250.00 a day against the violator. Be advised that a aropy of this statement may be forwarded SO the Office of
Investigations of the DIA for insurance coverage verification.
Ida hereby terrify wader the pales and penalties of perfwwy Mal de lgrormation provided above is true and correct.
/.. ..''..:;:_<Y ' . 'lY'�r. '— Dale_1 o L-ArLo._
S.gnmure: .r , . . __.. .__..
7.
Moue H:
Official use only. Do ear write in this area, w be completed by city or town official. •
. ..._.. ... . . . _, .._. .. ..... .. .. ,._._..... . . .,._ .. . . _. .. ...
City or Town: Permit/License H
Issuing Authority(circle one):
I.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S Plumbing Inspector .
6. Other
i
Contact Person: Phone if:
A CERTIFICATE OF LIABILITY INSURANCE o1enunm
7S
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), AUTNOtettU
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: It the certificate holler M an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subject to
the terms and tendinous of the pony,attain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holds In Neu of such endmseMenus}
PRODUCER T ( Pave
CONTACTAc7 �PAx
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area_
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INSURED 30aMaf SNNJRe:NA ..
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INSURER P(
COVERAGES CERTIFICATE NUMBER: SEAA60900327903 REVISION NUMBERS
THIS IS TO CERTIFY THAT THE PDUCES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED MOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WPM RESPECT TO WITCH 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 POUCIES.LIVTS SWAN MAY HAVE SEEN REDUCED BY PAID CLAIMS
LIAR TYPE w8l&IRANCEMD PoW IgLTDYNm�Ot AMMO* P .Yatr ef
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NEELAGGREGATE
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N OFOPLENTRIoN91LDCARONSIMAM=ROORD 134.AMNmO ROTiarkli SAPS maybe a*ewd B aloft some Is RADAR
ERTIROATE HOLDER CANCELLATION
Bela Corpo a&m SHOULD ANY OF THE MOVEDMSCRBSP POLICIES BE CANCELLED BBORE
3056 Marin May THE ETTPIRATIoN DATE THEREOF, NOTICE WILL SE DELIVERED IN
San 51E44,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS.
#mIOFQ@D FEPRESENTATNE
W Num msk&Insurance 5mkm
I Stephanie Docent 041•AZ (4.94;.0,-•
01 2014 ACORD CORPORATION. AN rights reserved.
ORD 26(2014101) The ADORD name and logo are registered marks of ACORD
•
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t^%A ' `f'ttl,1 Ifttit crt�/X t, ('tit((`tr.ijarX i+41.w
Office of Consumer Affairs nd Business Regulation
10 Park !Ile/a - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
• RepiSheian: 198572
Type Supplement Cant
SOLAR CITY CORPORATION EatdaRon: 3/8/2017
_ JEREMY GRAVES -
3055 CLEARVIEW WAY - • - - -
SAN MATEO,CA 94402 •
Update Address ad rdaa as.Mark reason for skates.
SCAi a MAI.11 t Address Renewal , Empioyaeal last Card
-a. f. .ehti
901stMen,s.rAfars&BS.nsE,hSa Lima or rsgisnstlnavand for Sadie-Ma ase only
i,"'e r_ioME IMPROVEMENT CONTRACTOR befattk espfatiao dek. If Read mans to:
t,-pt; ,' Office ofceaemerAlain ad&mined Regstmkn
Raglskadon 168572 Trim: 10 Pa&Plan-$1005 78
Ekekudost $182017 Supplement Card rBodoo,MA 02116
SOLAR CRY CORMAL1'li:'N
'SECUREST GRAVES �?
24 ST IAAR7IN STREET%D2UM �+•e' ,.— 'i4...y�( ./7j44r
ItAkG90ROUGIL MA 0i752 tkdeexerekry 4 41 1✓valid without sismalum ..
Massachusetts-Department of Public Safely
Board of Building Regutatcns and Standards
('.mrtrucdtm Aspeniv,r
License:G5i7017o
17e BBIY GRAVE$
17P uwcHAItt' •
Mad MtiOI, n;;'� r
y"' • Exp./aeon
1 Conmicsioner 022$12019
•
JI! ;i/tiffMY ( lit I (7/4tt.;C7(•1/U,.Co (fs
Office of Consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 168572
Type: Supplement Card
Expiration: 31812017
SOLAR CITY CORPORATION
JAMES DIPADUA
3055 CLEARVIEW WAY
SAN MATEO, CA 94402 -- — —.—
Update Address and return card.Mark reason for change.
c'.s C coos a LJ Address [J Renewal ❑ Employment O last Card
•
OtlIn drammer AtAue&Sudan Rra*Ytba LL.•ona arregMnstion valid Por udhiddl useody
•! TT F:OME INPROVSIVERT CONTRACTOR Wen Ike aspiration dao. If Mad return to
L. Reghlrotaw 188'.77 ORfeeofCo>oondu
erMaim and Seduces Regulation
TWle Raa
Park Pi Sake 5170
Espkawn. 18.7017 gappleaant IT£uad Beam MA 821!5
SOLAR CRY CORPORA/nY•(
RELAY 8TRICKLAND
218T1INRIVISREET8LD2Uhg .d' - .air.... 9fr-Yr.eg �..•ii�r ,..
MI01.6060 1,MA RITd2 r F. „.; , •✓✓ a LaCtimi .mre
DocuSign Envelope ID:D3C6EA46-2C2D-4062-BC28-010EB9A73AB8
SolarCity Purchase
Customer Name and Address Installation Locatmn Date
Alden Burgess 108 Emerson Way 10/10/2016
108 Emerson Way Northampton,MA 01062
Northampton,MA 01062
Name on a litv RFII
Alden Burgess
Here are the terms of your Solar Home Imprmremeat Agreement
5 . 72 kW DC 2Oyr
System Size System Warranty
The SolarCity Promise
•We provide a money-back energy performance guarantee. nos
•We warrant all of our roofing work. %
•We warrant and repair the System _-. _.. Initial here
•We fix or pay for any damage we may cause to your property.
•We provide 24/7 web-enabled monitoring at no additional cost.
•The pricing in this Agreement is valid for 30 days after 10/10/2016.
_ Your SolarCity Purchase Agreement Details
contp,,Price $21.60
REC Value(Estimate) -$4,118.40
14
rsg4ate Value(Es �_,. ) -$0.00
Amount Due $20,363.20
Est. taductlon 6,555 kWh
3055 Clearview Way,San Mateo,CA 94402 1 888.765.2489 1 solarcity.com 223581/
Solar Home Improvement Agreement(SolarLoaoj,version 3-6.5,September 27,2016
Contractors License MA HIC 168572/EL-1136MR ❑
Document generated t15 on 10/10C2616
Docut 8-2
Oe5 nSolarCity Corporation,All rights Reserved
DocuSign Envelope ID:03C6EA46-2C2D-4062-BC2B-010EB9A73AB8
6. ADDITIONAL RIGHTS TO CANCEL.IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT
UNDER SECTION 7 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDLNONS,YOU MAY ALSO
CANCEL THIS AGREEMENT AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON
YOUR HOME.
7. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF
THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF
CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT.
Customer's Name:Alden Burgess
Erz�DDo.wD+.a by:
Signature: /L-!
1727208622 A.
Date: 1n/innnin
Customer's Name:
Signature:
Date:
Solar Home Improvement Agreement
SolarCity
approved
•
Signature:
Lyndon Rive, CEO
Date: 10/10/2016
Solar Home Improvement Agreement(Solarloan),version 3 6 5,September 27,2016 ❑
2235817
_yy, Version#63.9-TED
;�:SolarCity
October 13,2016
49
RE: CERTIFICATION LETTER 3 Q) t. 406
0 A9 tARDO E. Ni
Project/Job#0102485 i DE VERA
Project Address: Burgess Residence < 6T-nUCNRAL fO
108 Emerson Way C.' No. 52160
Northampton, MA 01062 9 9 9 ve
no FGrSTEP�xd°j
AHJ Northampton FS#fONAI ESO
SC Office Springfield Abe
Design Criteria: Vera
-Applicable Codes = MA Res.Code, 8th Edition,ASCE 7-05, and 2005 NDS
-Risk Category = II
-Wind Speed =90 mph, Exposure Category C, Partially/Fully Enclosed Method
-Ground Snow Load=40 psf
- MPI: 2x4 @ 24"OC, Roof DL =9 psf, Roof LL/SL = 21.52 psf(Non-PV), Roof LI/SL= 11.72 psf(PV)
- MP2: 2x4 @ 24"OC, Roof DL=9 psf, Roof LL/SL= 21.52 psf(Non-PV), Roof LL/SL= 11.72 psf(PV)
-MPS: 2x12 @ 24"OC,Roof DL = 13.5 psf,Roof LL/SL= 21.52 psf(Non-PV), Roof LL/SL = 11.72 psf(PV)
Note: Per IBC 1613.1; Seismic check is not required because Ss =0.22424 < 0.4g and Seismic Design Category(SDC) = B < D
To Whom It May Concern,
A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity.
Structural evaluation was based on site observations and the design criteria listed above.
Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading
indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions
adopted/referenced above.
Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading.
The PV assembly hardware specifications are contained in the plans/docs submitted for approval.
Sincerely,
Abe De Vera,P.E
Professional Engineer
Man: 888.765.2489,x57526
emaA: adeve'a@solarcity.com
nienWa datao _ :nC.3E 1 '8 BBB�`JL TY Lac_.- J � lar 4c.-..m
„' Version#63.8-TBD
yF.SolarCity,
HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES
Landscape Hardware-Landscape Modules'Standoff Specifications
Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-V Cantilever Configuration Uplift DCR
MP1 ]2” 24" 39" NA Staggered 44.6%
MP2 72" 24'._..— 39" '. NA Staggered 44.6%
MPS ]2" 24" 39 I NA Staggered 39.6%
Portrait Hardware-Portrait Modules'Standoff Specifications
Hardware X-X Spacing X-X Cantilever Y-Y Spacing V-Y Cantilever Configuration Uplift DCR
MP1 48" 20" 66" NA Staggered 49.9%
MP2 48" 20" 66" NA Staggered 49.9%
MPS 48" 20" 66" NA Staggered 44.4%
StructureMounting Plane Framing Qualification Results
Type Spacing Pitch Member Evaluation Results
MP1 Pre-Fab Truss 24"O.C. 45° Member Impact Check OK
MP2 Pre-Fab Truss 24"O.C. 45° Member Impact Check OK
MPS Pre-Fab Truss 29"0.C. 95° Member Impact Check OK
Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information
gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC.
STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1
Member Properties Summary
MP1 Horizontal Member Spans Rafter Properties
Overhang 1.16 ft Actual W 1.50"
Roof SystemSpan 1 6.06 ft Actual D 3.50"
Number of Spans(w/o Overhang) 2 Span 2 5.00 ft Nominal Yes
Roofing Material Comp Roof Span 3 A(InA2) 5.25
Re-Roof No Span 4 Sx(in.A3) 3.06
Plywood Sheathing _ Yes Span 5 Ix(InA4) 5.36
Board Sheathing None Total Rake Span 17.28 ft TL Def'n Limit 120
Vaulted Ceiling No PV 1 Start 4.58 ft Wood Species SPF
Ceiling Finish 1/T'Gypsum Board PV 1 End 11.67 ft Wood Grade #2
Rafter Slope 45° PV 2 Start Fb(psi) 875
Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135
Top tat Bracing Full PV 3 Start E(psi) 1,400,000
Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000
Member Loading Summary
Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas
Roof Dead Load DL 9.0 psf x 1.41 12.7 psf 12.7 psf
PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf
Roof Live Load RLL 20.0 psf x 0.60 12.0 psf
Live/Snow Load LL/SLr'x 40.0 psf x 0.54 l x 0.29 21.5 psf 11.7 psf
Total Load(Governing LC) TL 34.2 psf 28.7 psf
Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(C,)(4)(Is)pg; Ce=0.9,C,=1.1,15=1.0
Member Design Summar/(per NDS)
Governing Load Comb CD CL(+) I CL(-) CF Cr
D+S 1.15 1,00 0.89 1.5 1.15
Member Analysis Results Summary
Governing Analysis I Pre-PV Moment (lb-in) Post-PV Moment! Net Impact Result
Gravity Loading Check i -1,013 l -845 0.83 Pass
CALCULATION OF DESIGN WIND LOADS- MP1
Mounting Plane Information
Roofing Material Comp Roof
Roof Slope 45°
Rafter Spadng 24"O.C.
Framing Type/ Direction • V-V Rafters
PV System Type SolarCity SleekMount"'
Zep System Type ZS Comp
Standoff(Attachment Hardware) Como Mount Tvoe C
Spanning Vents No
Wind Design Criteria
Wind Design Code IBC 2009 ASCE 7-05
Wind Design Method Partially/Fully Enclosed Method
Basic Wind Speed V 90 mph Fig. 6-1
Exposure Category C Section 6.5.6.3
Roof Style Gable Roof Fig.6-118/C/D-14A/B
Mean Roof Height h 25 ft Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure K, 0.95 Table 6-3
Topographic Factor Icr 1.00 Section 6.5.7
Wind Directionality Factor Ka 0.85 Table 6-4
Importance Factor I 1.0 Table 6-1
Velocity Pressure qh qh= 0.00256(Kz)(Kit)(Kit)(VA2)(I) Equation 6-15
16.7 psf
Wind Pressure
Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6118/C/D-14A/B
Ext.Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6118/C/D-14A/B
Design Wind Pressure i p p =qh (GCp) Equation 6-22
Wind Pressure Up Pow -15.8 psf
Wind Pressure Down Penne 14.6 pd
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacing l Landscape 72" 3g'
Max Allowable Cantilever Landscape 24" NA
Standoff Configuration Landscape Staggered
Max Standoff Tributary Area Trib 20 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -284 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity DCR 44.6%
X-Direction I Y-Direction
Max Allowable Standoff Spacing i Portrait 48" i 66"
Max Allowable Cantilever Portrait 20" NA
Standoff Configuration Portrait Staggered
Max Standoff Tributary Area Trib 22 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -318 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity DCR 49.9%
•
STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2
. ._ ..-,-.,,_, Member Properties Summary
MP2 Horizontal Member Spans Raga Properties
Overhang 1.16 ft Actual W 1.50"
Roof System Promtles Span 1 6.07 ft Actual D 3.50"
Number of Spans(w/o Overhang) 2 Span 2 4.99 ft Nominal Yes
Roofing Material Comp Roof Span 3 A(In^2) 5.25
Re-Roof No Span 4 Sx(in.^3) 3.06
Plywood Sheathing Yes Span 5 Ix(in^4) 5.36
Board Sheathing None Total Rake Span 17.28 ft TL Defi'n Limit 120
Vaulted Ceiling No PV 1 Start 6.42 ft Wood Species SPF
Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2
Rafter Slope 45° PV 2 Start Fh(psi) 875
Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135
Top Lat erasing Full PV 3 Start E(psi) 1,400,000
B ot Lat Bracing At Supports PV 3 End E-min(psi) 510,000
Member Loading Summary
Roof Pitch 12/12 - Initial Pitch Adjust Non-PV Areas PV Areas
Roof Dead Load DL 9.0 psf x 1.41 12.7 psf 12.7 psf
PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf _
Roof Live Load RLL 20.0 psf x 0.60 12.0 psf
L ive/Snow Load LL/SL''t 40.0 psf x 0.54 I x 0.29 21.5 psf 11.7 psf
Total Load(Governing LC) TL 34.2 psf 28.7 psf
Notes: 1. ps=Cs"pf;Cs-roof,Cs-pv per ASCE 7[figure 7-2] 2. pf=0.7(Ce)(G)(Is)p°; Ce=0.9,G=L1,Is 1.0
• Member Design Summar/(per NDS)
Governing Load Comb CD CL(+) CL(-) CF Cr
D+S 1.15 1.00 0.89 1.5 1.15
Member Analysis Results Summary
Governing Analysis Pre-PV Moment (lb-in) ,Post-PV Moment Net Impact Result
Gravity Loading Check -1,014 -900 0.89 Pass
•
CALCULATION OF DESIGN WIND LOADS - MP2
Mounting Plane Information
Roofing Material Comp Roof
Roof Sbpe 95°
Rafter Spacing 29"O.C.
Framing Type/Direction Y-Y Rafters
PV System Type Solarcity SleekMountt"
Zep System Type ZS Comp
Standoff(Attachment Hardware) Camp Mount Type C
Spanning Vents No
Wind Design Criteria
Wind Design Ude IBC 2009 ASCE 7-05
Wind Design Method Partially/Fully Enclosed Method
Basic Wind Speed V 90 mph Fig. 6-1
Exposure Category C Section 6.5.6.3
Roof Style Gable Roof Fig.6-116/C/D-14A/B
Mean Roof Height h 25 ft Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure 16 0.95 Table 6-3
Topographk Factor Kit 1.00 Section 6.5.7
Wind Directionality Factor Ka 0.85 Table 6-4
Importance Factor I 1.0 Table 6-1
Velocity Pressure q� qh= 0.00256(1(z)(Kit)(Kd)(VA2)(I) Equation 6-15
16.7 psf
Wind Pressure
Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-118/C/D-14A/B
Ext.Pressure inefficient(Down) GCp(Down) 0.88 mg.6-11B/UD-14A/B
Design Wind Pressure p p = qh (GCp) Equation 6-22
Wind Pressure Up Prwo -15.8 psi -
Wind Pressure Down 14.6 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacing Landscape 72" 39"
Max Allowable Cantilever Landscape 24" NA
Standoff Configuration Landscape Staggered
Max Standoff Trbutar/Area Trib 20 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -289 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capadty DCR 44.6%
I X-Direction I Y-Direction h
Max Allowable Standoff Spacing Portrait 48" 66"
Max Allowable Cantilever Portrait 20" NA
Standoff Configuration i Portrait Staggered
Max Standoff Tributary Area Trib 22 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -318 Its
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity DCR 49.9%
STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP5
Member Properties Summary
MPS Horizontal Member Spans Rafter Properties
Overhang 1.16 R Actual W 1.50"
Roof System Properties Span 1 10.77 ft Actual D 11.25"
Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes
Roofing Material Comp Roof Span 3 A(In^2) 16.88
Re-Roof No Span 4 Sx(in.^3) 31.64
Plywood Sheathing Yes Span 5 Ix(1n^4) 177.98
Board Sheathing None Total Rake Span 16.87 ft TL Deft n Limit 180
Vaulted Ceiling Yes PV I Start 1.92 ft Wood Species SPF
Ceiling Finish 1/2"Gypsum Board PV 1 End 11.33 ft Wood Grade #2
Rafter Sbpe 45° PV 2 Start Fb(psi) 875
Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135
Top Lat Bracing Full PV 3 Start E(psi) 1,400,000
Bot Lat Bracing Full PV 3 End E-min(psi) 510,000
Member Loading Summary
Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas
Roof Dead Load DL 13.5 psf x 1.41 19.1 psf 19.1 psi
PV Dead Load PV-DL 3.0 • x 1.41 4.2 psf
Roof Live Load RLL 20.0 psf x 0.60 12.0 psf
Live/Snow Load LL/SLI'' 40.0 psf x 0.54 I x 0.29 21.5 psf 11.7 psf
Total Load(Governing LC) TL 40.6 psf 354 psf
Notes'. 1. ps=Csspf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(co(1,)pg; 4=0.9,C,=1.1,I1,0
Member Design Summary(per NDS)
Governing Load Comb CD Cl.(+) I CL(-) CF Cr
D+S 1.15 1.00 1.00 1 1.15
Member Analysis Results Summary
Governing Analysis I Pre-PV Moment (lb-In) Post-PV Moment Net Impact Result
Gravity Loading Check l -98 -77 0.79 Pass
CALCULATION OF DESIGN WIND LOADS- MPS
Mounting Plane Information 1
Roofing Material Comp Roof
Roof Slope 45°
Rafter Spacing 24"O.C.
Framing Type/Direction Y-Y Rafters
PV System Type SolarCity SleekMountT
Zep System Type ZS Comp
Standoff(Attachment Hardware) Como Mount Tvce C
Spanning Vents No
Wind Design Criteria
Wind Design Code IBC 2009 ASCE 7-05
Wind Design Method Partially/Fully Enclosed Method
Basic Wind Speed V 90 mph Fig.6-1
Exposure Category C Section 6.5.6.3
Roof Style Gable Roof i Fig.6-118/C/D-14A/B
Mean Roof Height h 15 ft i Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure K, 0.85 Table 6-3
Topographic Factor Kit 1.00 Section 6.5.7
Wind Directionality Factor Be 0.85 Table 6-4
Importance Factor I 1.0 Table 6-1
qh= 0.00256 (Kzt)( s (Kit)(VA2)(I)
Velocity Pressure qh 15.0 fEquation 6-15
Wind Pressure
Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-11B/C/D-14A/B
Ext.Pressure Coeffident(Down) GCp(Down) 0.88 Fag.6-1I8/C/D-144/B
Design Wind Pressure p p =qh(GCp) Equation 6-22
Wind Pressure Up Prwa -14.2 psf
Wind Pressure Down Mum] 13.1 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacing Landscape i 72" 39"
Max Allowable Cantilever Landscape 24" NA
Standoff Configuration Landscape Staggered
Max Standoff Tributary Area Trib 20 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Upfdt at Standoff T-actual -253 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity DCR 39.6%
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait 48" 66"
Max Allowable Cantilever Portrait 20" NA
Standoff Configuration Portrait Staggered
Max Standoff Tributary Area Trib 22 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -283 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity OCR 44.4%