HomeMy WebLinkAboutBuilding Permit #923-76 - 21 EASY STREET 3/15/2016T
BUILDING PERMIT
TOWN OF NORTH ANDOVER 0
APPLICATION FOR PLAN EXAMINATION
Permit No#: Date Received
C U
Date Issued:
IA*ORTANT: Applicant must complete all items on this page
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TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
El New Building
VO—ne family
0 Addition
El Two or more family
0 Industrial
s(Aiteration
No. of units:
[I Commercial
0 Repair, replacement
El Assessory Bldg
0 Others:
El Demolition
0 Other
Eh—ffl"�Wftff) Is —ECT
a
DESGRIPTION OF WORK TO BE PERFORMED:
/),nr4A\ on rvof of e-x;6bv,4 )v- miz
Lqks gw.
Identification - Please Type or Print Clearly
OWNER: Name: bow.L\-4 Phone: 91q-qrl-oDa�
-1J
Address: 'PI C-A"'j stree'�
J,
fqpe'kigark Woat�rcftofflm
W—MC
(IN- --- _11U 11f*.-�-------------1-1 I P�C* -7 1
ARCH ITECT/ENGI NEER Phone:
Address: Reg. No.
FEE SCHEDULE. BULDING PERMIT. MOO PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ .50 ) 000 FEE: $ 00,
'�fol I
Check No.: =7 9 09 7 Receipt No.: �Z 47/
NOTE: Persons contract ---�guarantyfund t�,
N �Inregistered contractors do not have �ccoflo th
Location
No. Date
Check# 777��r,�'
C, 12 4
TOWN OF NORTH ANDOVER
Certificate of Occupancy
$
Building/Frame Permit Fee
Foundation Permit Fee
Other Permit Fee
$
TOTAL
$
BuildingInspector
Plans Submitted 11 Plans Waived.[] Certified Plot Plan [I Stamped Plans 11
TYPE OF SEWERAGE DISPOSAL
Public Sewer El
Taming/Massage/Body Art 0
Sw"mn'ng P0018
well 11
Tobacco Sales 11
Food Packaging/Sales El
Private (septic tank, etc. El
Pennanent Dumpster on Site El
THE -FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On Signature_
COMMENTS
CONSERVATION Reviewed on Signature
COMMENTS
HEALTH
COMMENTS
Reviewed on Signature
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
t
'�4 Conservation Decision: Comments
Water & Sewer Connectionisignature & Date Driveway Permit
DPW Town Engineer: Signature:
LOcatea jd4 usgooa z5ireet
St. E)---" es
oea e, ai, 9frFP-P-.'fi,
P el
i"Iti" nftz i 4nal a.,
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-$1 000 fine
NOTES and DATA — (For department use)
El Notified for pickup Call Email
Date Time Contact Name
Doc.Building Pennit Revised 2014
F -1
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
40TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
Lj Building Permit Application
Certified Surveyed Plot Plan
Li 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
10TE; 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
OTE: 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
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DocuSign Envelope ID: 53757135-30BF-4945-987C-F3B8BA8CB5AF
SolarCity I solarLease
Customer Name and Address Installation Location Date
James Downing 21 Easy Street 3/2/2016
21 Easy Street North Andover, MA 01845
North Andover, MA 01845
Here are the key term s of your SolarLease Agreement
$00 $100 rT.7a
Amount due at contract signing First year mon - otayment
(Est, Price pfr 11,Wh F rs.t �,r: $0.13701
Initial hereL_
AgreeMe
Initia he
L__j I he bolarCity Promise
• We provide a money -back energy performance guarantee.
• We guarantee that if you sell your Home, the buyer will qualify to assume your Agreement.
• We warrant all of our roofing work.
• We restore your roof at the end of the Agreement.
• We warrant, insure and repair the System . .............................................................. .................. ... .................... ....................................... .............
• 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 rate you pay us will never increase by more than 2.90% per year.
• The pricing in this Agreement is valid for 30 days after 3/1/2016.
Your SolarCity Lease Agreement Details
Your Choices at the End of the Initial
Amount due at contract signing Term:
$0 SolarCity will remove the System at no
Est. amount due at installation additional cost to you.
$0 You can upgrade to a new System with
the latest solar technology under a new
Est. amount due at building inspection
contract.
$0
You may renew your Agreement for up to
Est. first year production ten (10) years in two (2) five (5) year
9,435 kWh increments.
Otherwise, the Agreement will
automatically renew for an additional one
(1) year term at 10% less than the then -
current average rate charges by your local
utility.
�T 111 IT 1117 112 1 1! 11 !!!!11111111!! 11��1111 711 11
SolarLease Agreement, version 7.1.3, February 15, 2016
SAPC/SEFA Compliant
Contractor License MA HIC 168572/EL-1136MR
Document generated on 3/1/2016
Copyright 2008-2015 SolarCity Corporation, All Rights Reserved
Your Prepayment Choices During
the Term:
If you move, you may prepay the
remaining payments (if any) at a
discount.
1618814
R0
1
DocuSign Envelope ID: 53757135-30BF-4945-987C-F3B8BA8CB5AF
22. PRIVACY/PUBLICITY
You grant SolarCity the right to publicly use, display, share,
and advertise the photographic images, Project details,
price and any other non -personally identifying information
of your Project. SolarCity shall not knowingly release any
personally identifiable information about you or any data
associating you with the Project location. You may opt -out
of these publicity rights by giving us written notice and
mailing it to: SolarCity Corporation, Attention: Publicity Opt
Out, 3055 Clearview Way, San Mateo, CA 94402.
23. NOTICE OF RIGHT TO CANCEL
YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO
MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE
YOU SIGN THIS LEASE. SEE EXHIBIT 1, THE ATTACHED
NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION
OF THIS RIGHT.
24. ADDITIONAL RIGHTS TO CANCEL
I have read this Lease and the Exhibits in their entirety and I
acknowledge that I have received a complete copy of this
Lease.
Customer's Name: James Downing
DocuSigned by:
Signature: vbwl/�"
D862A5ED8C594F4
Date: 3/2/2016
Customer's Name:
Signature:
Date:
IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL
THIS LEASE UNDER SECTIONS 6 AND 23, YOU MAY ALSO
SolarLease Agreement
CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO
COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.
Siolar'City
25. Pricing
The pricing in this Lease is valid for 30 days after 3/1/2016.
approvited
if you don't sign this Lease and return it to us on or prior to
30 days after 3/1/2016, SolarCity reserves the right to
reject this Lease unless you agree to our then current
Signature:
pricing.
Lyndon Rive, CEb
Date: 3/1/2016
SolarLease Agreement, version 7.1.3, February 15, 2016
1618814
SdarCgoty.
March 9, 2016
RE:
Project/Job # 0183541
Project Address:
AH]
SC Office
Design Criteria:
CERTIFICATION LETTER
Downing Residence
21 Easy Street
North Andover, MA 01845
North Andover
Wilmington
- 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 = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 23.5 psf (PV Areas)
- MP2: Roof DL = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 23.5 psf (PV Areas)
- MP3: Roof DL = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 23.5 psf (PV Areas)
- MP4: Roof DL = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LUSL = 23.5 psf (PV Areas)
Version #54.7 - TBD
PIL
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDQ = C < 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, Digitally signed by Humphrey
Humphrey Kariuki, P.E. GIST
G
Kariuki
' �%ONM
Professional Engineer V AL
T: 443.451.3515 Date: 2016.03.09 16:37:49 -05'00'
email: hkariuki@solarcity.com
3055 Clearview Way San Mateo, CA 94402 T (1650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.corn
AZ R00 1, �-k �'�'SLO 51F��;1(1111 00 f�c Z�,W, C11 K'-, CC i iD�4�86, Dl� H!", , 11D�4,,,��, � 0 r -244-l",0, .'At, I-- 1681�72 mf) Mi 41�� NO !�WH06--'
OR GC� PA �Z, � TX T DOR �1; 006. V,(A G�X P �A A1%
Version #54.7 - TBD
PIL
6,bolarGE'ty,
HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES
Landscape
Hardware
X -X Spacing
Hardware -Landscape Mod les' Standoff Spe ifications
X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration
UpliftDCR
mpi
64"
24"
39"
NA
Staggered
62.5%
MP2
64"
24"
39"
NA
Staggered
62.5%
MP3
64"
24"
39"
NA
Staggered
62.5%
MP4
64"
24"
39"
NA
Staggered
62.5%
Portrait
Hardware
X -X Spacing
Hardware - Portrait Modules' Standoff Specifications
X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration
Uplift DCR
Mill
48"
17"
65"
NA
Staggered
77.9%
MP2
48"
17"
65"
NA
Staggered
77.9%
MP3
48"
17"
65"
NA
Staggered
77.9%
MP4
48"
17"
65"
NA
Staggered
77.9%
Structure
TVpe
Mounting Plane Fra ing
Spacing
Pitch
Qualification Results
Member Evaluation Results
MP1
Stick Frame
@ 16 in. O.C.
Member Impact Check OK
MP2
Stick Frame
@ 16 in. O.C.
300
Member Impact Check OK
161133
Stick Frame
@ 16 in. O.C.
300
Member Impact Check OK
MP4
Sfick Frame
@ 16 in. O.C.
300
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.
3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com
jr,Z r�C �43711,G,^, SL.- 1 C�.. GO E',; M �� &6<3;)77�3. 01- 17'� 7' 1-45 _-T "I".) KAPI'C' i` �' N
GUB "Ili, !X MQ� 211'01� I
iSTRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI
Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Q (Ct) (Ij pg; C,=0.9, Ct=1.1, I,= 1.0
Member Aiial!Vsis Results Summary
Governing Analysis I Pre-P_v Demand I PV Demand Net Impact :]-Result
Gravity Loading Check 1 1305 psi 1 1 1092 psi 0.84 1 Pass
Member Properties Summary
Su mary
MP1
Roof Pitch
Horizornfttal.M mberSpans
Overhang 0.99 ft
Rafter P per -ties
Actual W 1.50"
Roof System Properties
Span 1 13.55 ft
Actual D
7.25"
Number of Spans (w/o Overhang)
10.5 psf
Span 2
Nominal
Yes
Roofing Material
Com� Roof
Span 3,
A
10.88 in A 2
Re -Roof
No
Span 4
S.
13.14 in A 3
Plywood Sheathing
Yes
Soan 5
I�
47.63 irj,.A 4
Board Sheathing
None
Total Rake Span 16.79 ft
TL Defl'n Limit
120
Vaulted Ceiling
No
PV 1 Start 0.75 ft
Wood Species
SPF
Ceiling Finish
1/2" Gypsum Board
PV 1 End 12.25 ft
Wood Grade
#2
Rafter Slope
300
PV 2 Start
-Fb
875 psi
Rafter Spacing
16" O.C.
PV 2 End
Fv
135 psi
Top Lat Bracing
Full
PV 3 Start
E
1400000 psi
113ot Lat Bracing
I At Supports
PV 3 End
Emin
510000 psi
Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Q (Ct) (Ij pg; C,=0.9, Ct=1.1, I,= 1.0
Member Aiial!Vsis Results Summary
Governing Analysis I Pre-P_v Demand I PV Demand Net Impact :]-Result
Gravity Loading Check 1 1305 psi 1 1 1092 psi 0.84 1 Pass
Member Loading
Su mary
Roof Pitch
7/t2
Initial -
Pitch Adjust
Non -PV Areas
PV Areas
Roof Dead Load
DL
10.5 psf
x 1. 15
12.1 psf
12.1 psf
PV Dead Load
PV -DL,
3.0 psf
x 1. 15
3.5 psf
Roof Live Load
RLL
20.0 psf
x 0.85
17.0 psf
IL!ve/Snow Load
LL/SLI,2
50.0 VSf
x 0.7 1 x 0.47
- 35.0 psf
23.5 psf
ITotal Load (Governing LQ
TL
47.1 psf
39.1 psf
Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Q (Ct) (Ij pg; C,=0.9, Ct=1.1, I,= 1.0
Member Aiial!Vsis Results Summary
Governing Analysis I Pre-P_v Demand I PV Demand Net Impact :]-Result
Gravity Loading Check 1 1305 psi 1 1 1092 psi 0.84 1 Pass
CALCULATION OV SIG-N-WIND'-LO-ADS'---,M,---Pl---
RoofingMuterial
Wind Pressure Exposure
CompRoof
0.95
PV System e
Typ
Topographic Factor
(fty
S014F
1.00
Spanning'Vents
Wind Directionality Factor
. .
—"'
No .... . ........
0.85
Standoff (Attachment Hardware)
' Importance Factor
Comp Mount Type C
1.0
Roof Slope
....
Velocity Pressure
300
qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1)
Rafter Spa—cing-
1
.......... ...
1 20.6 psf
Framing Type / Direction
Y -Y Rafters
Purlin Spadng
X -X Purlins Onty
NA
Tile Reveal
Tile Roofs Only
NA
file-A66fii�k system-"
Tile 'R'oofs0--1y-
NA
Standing Seam/Trap Spacing
SM Seam Only
I NA
I
Wind Desiqn Code ASCE 7-05
. .. . ..........
Wind Design Method Partially/Fully Enclosed Method
Basic Wind Speed V 100 mph Fig. 6-1
C - 'Section 6.5.6.3
Exposure Category
,Roof Style� Gable Roof Fig. 6-11B/C/D-14A,/B
Mean Roof Heiaht h 25 ft Section 6.2
Wind Pressure Calculation C ffidents
Wind Pressure Exposure
K�
0.95
Table 6-3
Topographic Factor
Kzt
1.00
Section 6.5.7
Wind Directionality Factor
. .
—"'
Kd
0.85
Table 6-4
' Importance Factor
11
1.0
Table 6-1
....
Velocity Pressure
qh
qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1)
Equation 6-15
1
1 20.6 psf
I , Wind Pressure I
Ext. Pressure %Coefficient (Up) GCp u,))
-0.95 Fig. 6-11B/C/D-14A/B
EA. Pressure Coefficient (Down) GC
�p (Down)
0.88 Fig. 6-IIBIC/D-14A/B
Design Wind Pressure p
p = qh (GCp) Equation 6-22
Wind Pressure Up, P(up)
-19.6 psf
Wind Pressure Down P(down)
18.0 psf
ALLOWABLE STANDOFF SPACINGS
....... . . . .. . . . ......
STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2
Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Cj (Is) pg; C,=0.9, Ct=1.1, Is=1.0
Member D sign
Member Properties Sufnmary
Su . mary
A.
MP2
Roof Pitch
Horizontal Member Spans
Overhang 0.99 ft
'Rafter P pertles
Actual W 1.501,
Roof System Prope es
Span 1 13.67 ft,
Actual D
7.25"
Number of Spans (w/o Overhang)
1
Span 2
Nominal
Yes
Roofing Material
Como -Roof
Span 3
A
10.88 in A 2
Re -Roof
No
Span 4
S.
13.14 in A 3-
PlMood Sheathing
Yes
Span 5
1,
47.63 in A 4
Board Sheathing
None
Total Rake Span 16.93 ft
TL Deffn Limit
120
Vaulted Ceiling
I No
PV I Start 2.50 ft
Wood Species
- - SPF
Ceiling Finish
1/2" Gypsum Board
PV 1 End 11.17 ft
Wood Grade
#2
Rafter Slope
300
PV 2 Start V,
Fb
875 psi
Rafter Spacing
16" O.C.
PV 2 End
R,
135 psi
JTop Lat Bracing
. Full
PV 3 Start
E
1400000 psi
113ot Lat Bracing
At Supports
PV 3 End
Emin
510000 psi
Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Cj (Is) pg; C,=0.9, Ct=1.1, Is=1.0
Member D sign
Member Loading
Su . mary
A.
Governing Load Comb CD
Roof Pitch
CL
Initial
Pitch Adiust
Non -PV Areas
PV Areas
Roof Dead Load
DL
10.5 psf
x 1. 15
12.1 psf
12.1 psf
PV Dead Load
PV;01.
3,0 psf
x 1.15
3.5 Psf
Roof Live Load
RLL
20.0 psf
x 0.85
17.0 psf
IL!ve/Snow Load
U/Sl. 1,2
50.0 psf
x 0.7 1 x 0.47
35.0 psf
23.5 psf
ITotal Load (Governing LQ I
TL
47.1 Psf
39.1 Psf
Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Cj (Is) pg; C,=0.9, Ct=1.1, Is=1.0
Member D sign
Summary
(per NDS)
A.
Governing Load Comb CD
CL
CL
CF Cr
D+S 1.15
1.00
0.39
1.2 1.15
Member nalysis Result.4,Summary
Governing Analysis I Pre -PV Dem ]Post-PVDeman Net Impact Result
Gravity Loading Check 1 1329 psi 1 1129 psi 0.85 Pass
_r -OF DE I SIGAVIN-D-LOADS -__M___P'2"'
CALCULAT ON
Mounting Plane Information
Roofing at
....... . ..... .
Comp Roof
Table 6-3
OV System Type
Wind Pressure Up p(UP)
�olartit S__lee_,kMount_Tm'_
. ..... . .....
Section 6.5.7
Spanniqg� Vents
V
No ......... ...
Fig. 6-1
§tandoff (Attachment Hardware)
Comp M unt Type C
Section 6.5.6.3
Roof Slope
qh
300
Fig. 6-11B/C/D-14A/B
RafterSpacing
h
16" 0 - C.,
Section 6.2
Framing Type Direction
Y -Y Rafters
Purlin Spacing
X -,X Purlins Only
Tile Reveal
Tile Roofs Only
NA
Tile Attachment System
Tile Roofs On ' ly '
NA
lStand�in6 S�amjrap Spacing
SM Seam Only
NA
Wind Design Cifteria
Wind Design Code
....... . ..... .
ASCE 7-05
Table 6-3
Wind Design Method:-�'
Wind Pressure Up p(UP)
-Partially/Fully Enclosed Method
Section 6.5.7
Basic Wind Speed
V
100 mph
Fig. 6-1
Exposure:Category
C
Section 6.5.6.3
Roof Style
qh
Gable Roof
Fig. 6-11B/C/D-14A/B
Mean Roof Helaht
h
5 ft
Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure
K,
0.95
Table 6-3
topographic Factor
Wind Pressure Up p(UP)
rd
Section 6.5.7
Wind Directionality Factor
Kd
0.85
Table 6-4
Importance Factor
1.0
Table 6-1
Velocity Pressure
qh
qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1)
Equation 6-15
20.6 psf
I Wind PrArmum, I
Ext. Pressure Coefficient (Up) GCp (ul))
-0.95 Fig. 6-11B/C/D-14A/B
Ext Pressure Coefficient (Down) GCp (Down)
0.88 Fig. 6-11B/C/D-14A/B
Design Wind Pressure p
p = qh (GCP) Equation 6-22
Wind Pressure Up p(UP)
-19.6,psf
Wind Pressure Down Pfdown)
18.0 psf
ALLOWABLE STANDOFF.. SPACINGS
...........
�STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3
Notes: 1. ps; = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Cj (Ct) (Is) pg; Ce=0.9, Ct=1.1, Is=1.0
Member Design Summary (per NDS)
Governing Load Comb CID CL CL CF Cr
D+S 1.15 1.00 0.38 1 1.2 1.15
Member- nalysis Results Su m-mary
Governing Analysis Pre -PV Demand"] Post -OV Demand Net Impact Result
Gravity Loading Check 1390 psi 1 1167 psi 0.84 Pass
Member Properties Summary
Su mary
MP3
Roof Pitch
-of
Horizontal M mber Spans
Overhang 0.99 It
Rafter P perties
Actual W 1.501,
Roof System Prope es
Span 1 13.98 It
Actual D
7.25"
Number of Spans (w/o Overhang)
1
Span 2
Nominal
Yes
Roofing Material
Comp.Roof
Span 3
A
10.88 in A 2
Re -Roof
No
Span 4
S.
13.14 in A 3
Plywood Sheathing
Yes
Span 5
ix
47.63 in A 4
Board Sheathing
None
Total Rake Span 17.29 It
TL Defl'n Limit
120
Vaulted Ceiling
Nd
PV 1 Start 0.75 It
Wood Species
SPF
Ceiling Finish
1/2" Gypsum Board
PV 1 End 12.25 It
Wood Grade
#2
Rafter Slope
300
PV 2 Start
Fb
875 psi
Rafter Spacing
16" O.C.
PV 2 End
F,,
135 psi
Top Lat Bracing
Full
PV 3 Start
E
1400000 psi
113ot Lat Bracing
I At Supports
PV 3 End
Emin
510000 psi
Notes: 1. ps; = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Cj (Ct) (Is) pg; Ce=0.9, Ct=1.1, Is=1.0
Member Design Summary (per NDS)
Governing Load Comb CID CL CL CF Cr
D+S 1.15 1.00 0.38 1 1.2 1.15
Member- nalysis Results Su m-mary
Governing Analysis Pre -PV Demand"] Post -OV Demand Net Impact Result
Gravity Loading Check 1390 psi 1 1167 psi 0.84 Pass
Member Loading
Su mary
Roof Pitch
-of
7/12
Initial
Pitch AdjuA
Non-PVAreas
PV Areas
To Dead Load
DL
10. 5 psf
x 1. 15
12.1 psf
12.1 psf
PV Dead Load
PV -DL
10 psf
x 1. 15
3.5 psf
Roof Live Load
111.1.
20.0 psf
x 0.85
17.0 psf
Live/Snow Load
LL/SL 1,2
50.0 psf
x 0.7 1 x 0.47
35.0 psf
23.5 psf
ITotal Load (Governing LQ
TL
1
1 47.1 psf
39.1 psf
Notes: 1. ps; = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Cj (Ct) (Is) pg; Ce=0.9, Ct=1.1, Is=1.0
Member Design Summary (per NDS)
Governing Load Comb CID CL CL CF Cr
D+S 1.15 1.00 0.38 1 1.2 1.15
Member- nalysis Results Su m-mary
Governing Analysis Pre -PV Demand"] Post -OV Demand Net Impact Result
Gravity Loading Check 1390 psi 1 1167 psi 0.84 Pass
......... .. ....
MP3
CALCULATION OF DESIGN WIND LOADS
Mounting Plane Information
Roofing_ Material
Ext Pressure Coefficient (Down) G(, ftw,,)
Comp Roof
Design Wind Pressure p
........ ------ - --
]PV System Type
Wind Pressure Up prup)
--t6iii(ify S kMo-unt"""
fee Tm
,Wind Pressure Down Pfdbwn-I
Spanninq Vents
Standoff (Attacfimenft�iardwin)'
4a—x
No
------- -to-mvm6i Y -P— t
Max,Standoff Tributary -Area
Roof Slope
NA
Standoff Configuration
. ...... ..... .
r Spacing
Staggered
. ... . ....... 4f�, O'C
Max Stan off Tributary Area
Framing Type / Direction
3.0 psf ------
Y -Y Rafters
-
Ne'tWind 6
__ plift at Standoff -
Purli Spacing
I rl - - I - 11 - ,
-,X-X,..Pudins On
I , '-
NAI, ------
I.,
Tile Reveal
Tile Roofs Onl)�—,
- --------- -
T -allow
Tile kttachmenf�y�iem�-
Tile Roofs Only
NA
T -allow
,Standing S�am/Trap Spacing
SM Seam Only
NA
Wind Design Criteria -Z:
Wind Desiqn Code ASCE 7-05
Pattiaqy/Fully Enclosed Method
Wind Design Method
Basic.Win.d. Speed ...... . -",-,,,-100 mph ...... .. .. .. .. ...... Fig. 6. -..1- ---
-Section 6.5.6.3
Exposure Category
Fig. 6-11B/C/D-14A/B
Roo
W f Sty Gable Roof
25 ft--�.
Section'
Mean Roof Height I
Wind Pressure Calculation C ffidents
Wind Pressure Exposure K� 0.95 . ..... Table 6-3
1'.00� Sedion 6.5J -
Topographic -Factor... -4
Win Kd
Direo;ionz4!tty� Factor 0.85 Table 6
. . . . ...... Tab le 6-1
Importance Factor 1.0
Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA 2)(1) Equation 6-1.5
20.6 psf —j
Wind Dmitcurp'
Ext. Pressure Coefficient (Up) GCg. (ur))
-0.95 Fig. 6-11B/C/D-14A/B
Ext Pressure Coefficient (Down) G(, ftw,,)
0.88 Fig. 6 -IIB/C/D-14A/B
Design Wind Pressure p
p = qh (GCp) Equation 6-22
Wind Pressure Up prup)
'-19.6 PSf
,Wind Pressure Down Pfdbwn-I
18.0 Psf
AW)WABLtSWANDOFF'SPA C--ING'-S-
rul
-Direction -Direction
X Y
Max Allowable Standoff Spacinq
ndsc
64"
39"
4a—x
___�a _ppe
Landscape,-,,,.,_
Max,Standoff Tributary -Area
241 .... ..... ..
NA
Standoff Configuration
Landscape
Staggered
Max Stan off Tributary Area
THIJ
3.0 psf ------
17 5V
-
Ne'tWind 6
__ plift at Standoff -
PV Assembly Dead Load
W -PV
3.0 psf
. . .......
�ei Wit p'lift at Stain—dooff . ......
nd U-
-actuat
T -allow
500 lbs
Uplift Capacity of Standoff
T -allow
500 lbs
'Aj
- - - - - ------ --
iN/�-
max Amowaoie �-arruiever
rul
Standoff Confiquration
Portrait
Staggered
Max,Standoff Tributary -Area
-Trib "'
. ... .. z - �
22 1
PV Assembly De ad Load
W,Tv�
3.0 psf ------
. . . ...... . . ... ..
-
Ne'tWind 6
__ plift at Standoff -
�
i -actual
-396 lbs
Uplift Capactty of Standoff
T -allow
500 lbs
-C+A�ff rinA1rnn=r1h,
F.
... . ...... . .
STRUCTURE ANALYSIS - LOADING SUMMARY AND IM -EMBER CHECK, - MP41
Notes: i. ps = Ls-pT; Ls -rooT, Ls -pv per A�)u / P-1gure I-zj z. pt = U-/ (Le) ((-t) (is) Pg; (�=U-9, Ct=1-1, Is= LU
Member Design Summa (per NDS)
Governing Load Comb CD L Cl. CF Cr
D + S 1.15 ��1.00 1 0.39 1 1.2 1.15
Member nalysis Results Summanf
Governing Analysis Pre -PV Demand Post -PV Deman Net Impact "Result
Gravity Loading Check 1329 psi 1150 psi 0.87 Pass
f4emb r Properties Summary,
Su ma
MP4
Roof Pitch
Horizontal M mber Spans
Overhang 0.99 ft
Rafter Properties -
Actual W 1.501,
Roof System Propp "es
_p
Span 1 13.67 ft
Actual D
7.25"
Number of Spans (w/o Overhang)
1
Span 2
Nominal
Yes
Roofing Material
Cdmp Roof
Span 3
A
10.88 in A 2
Re -Roof
No
Span 4
S.
13.14 in A 3
Plywood Sheathing
Yes
Span 5
1.
47.63 in A 4
Board Sheathing
None
Total Rake Span 16.93 ft
TL Deffn Limit
120
Vaulted Ceiling
No
PV 1 Start 1.17 ft
Wood Species
SPF
Ceiling Finish
1/2" Gypsum Board
PV 1 End 9.83 ft
Wood Grade
#2
Rafter Slope
300
PV 2 Start,
Fb
875 1 psi
Rafter Spacing
16"
PV 2 End
F,
135 psi
Top Lat Bracing
- Full
PV 3 Start
E
1400000 psi
Bot Lat Bracing
At Supports
PV 3 End
Emin
510000 psi -
Notes: i. ps = Ls-pT; Ls -rooT, Ls -pv per A�)u / P-1gure I-zj z. pt = U-/ (Le) ((-t) (is) Pg; (�=U-9, Ct=1-1, Is= LU
Member Design Summa (per NDS)
Governing Load Comb CD L Cl. CF Cr
D + S 1.15 ��1.00 1 0.39 1 1.2 1.15
Member nalysis Results Summanf
Governing Analysis Pre -PV Demand Post -PV Deman Net Impact "Result
Gravity Loading Check 1329 psi 1150 psi 0.87 Pass
Member Loading
Su ma
Roof Pitch
7/12 Initial
Pitch Adjust
Non -PV Areas
PV Areas,
Roof Dead Load
DL 10.5 psf
x 1. 15
12. 1 psf
12.1 psf
PV Dead Load
PV -DL 3.0 psf
x 1.15
3.5 psf
Roof Live Load
RLL 20.0 psf
x 0.85
17.0 psf
Live/Snow Load
LL/SLI,2 50.0 psf
x 0.7 1 x 0.47
35.0 psf
23.5 psf
I Load (Governing LQ
I TL
47.1 psf
39.1 P
Notes: i. ps = Ls-pT; Ls -rooT, Ls -pv per A�)u / P-1gure I-zj z. pt = U-/ (Le) ((-t) (is) Pg; (�=U-9, Ct=1-1, Is= LU
Member Design Summa (per NDS)
Governing Load Comb CD L Cl. CF Cr
D + S 1.15 ��1.00 1 0.39 1 1.2 1.15
Member nalysis Results Summanf
Governing Analysis Pre -PV Demand Post -PV Deman Net Impact "Result
Gravity Loading Check 1329 psi 1150 psi 0.87 Pass
tALCULATIONOF NESIGN-WIND LOADS MP4
Roofinq Material
� �
Wind Desiqn Code
Comp Roof 11
I I I I
ASCE 7-05
P te�
v m Type
S'��
Wind Design Method
m
rtity S I e ekMo u ntT
Pa-ifially/Fully Enclosed Method
Spanning - Vents
Basic Wind Speed
No
100 mph
Standoff (Attachment Hardware)
Exposure Category
Comp Mount Type C,
C
Roof Slope__
Roof Style
300
Gable Roof
Rafter Spacinq
Aean Roof Heigh t
16" O.C.-
25 ft
Framing'Type�/ Direction
Y -Y Rafters
Purlin Spacing
X -X Purlins Only,
... .. .. . ...... N'A . . . ...... .
Tile Reveal
Tile Roofs Only
NA
'-N"A
t1le Attachment System-
fkI-k66fs 6611y,
. .... ..
Standing Seam/Trap Spacing
SM Seam Only
NA
Wind Design Criteria
Wind Desiqn Code
K� ... ........
ASCE 7-05
Table 6-3
Wind Design Method
.. . .
Pa-ifially/Fully Enclosed Method
Section 6.�3
Basic Wind Speed
V
100 mph
Fig. 6-1
Exposure Category
1
C
Section 65.6.3
Roof Style
qh
Gable Roof
Fig. 6-11B/C/D-14A/B
Aean Roof Heigh t
25 ft
S ec ti on 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure
K� ... ........
0.95
Table 6-3
Topographic Factor
.. . .
Y.6 6
Section 6.�3
Wind Directionality Factor
Kd
0.85
Table 6-41 -1
Imp6rta nce—Fa c -t o-- r
1
1.0
Table 6-1
Velocity Pressure
qh
qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1)
Equation 6-15
1
1 20.6 psf
I Wind Pra4�ciins- 11
Ext. Pressure Coefficient (Up) GC12jup)
-0.95 Fig. 6-11B/C/D-14A/B
Ext. Pressure Coefficient (Down) GCv, (Down)
0.88 Fig. 6-11B/C/D-14A/B
Design Wind Pressure p
p = qh (GCp) Equation 6-22
Wind Pressure Up Nual
-19.6 psf
Wind Pressure Down Pfdovml
18.0 Psf
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The Commompealth qfMasachuseas
Depariment ofIndustrialAcements
QfffVe Of 1nVe$t1g4d0nN
I Congress street, sufte 100
Boston, MA 02114-2017
TV www.mqss.govMa
WorIkers'Compensation Ins urance Affidavit: Builders/Contractqrs/Electricians)Plumbers
Applicant ILforMafioj
I Please Print Legibly
Narne (flusines!VOrganizationtindividuul): SolarCity Corp.
Address: 3055 Clearview Way
Ulty/�jtaltef;!�jji: Ocill IVIdLt::U t -,M. UL+L+U/- Plione #: 000- 1 VU-4140zy
Are you M.n employer? Check the appropriate box; Type orproject (req6red),
1. ZI am a employer with 15, 000 4. E] I ain a geacral contractor and 1 6. 0- New conmetion
emplayees (full and/or part-time).* have hired the sub -contractors
2. 0 1 am H sale proprietor or partner- listcd on the attached sheet. 7. Remodeling
. ship and have no employees Theso sub-oontmctors have S. Demolition
-working for ine in any capacity, employces and have workers' 9. Building addition
[No morlers' comp. insurance comp. insuranco.1
required.) 5. We are a corporatian and its 10.Ej Electrical repairs or additions
3. 0 1 am a hoineowner doing all work officers hava exercised their 11.[] Plumbing repairs or addilions
inybvIL [No workers' camp. jighto,acalption Per MAM 12.[-] Roof re i
pairs
insuranct requred,j t c. 152� § 1(4), and we have no
employees. tWG workers' 13[;�] other Solar/PV
camp. insuran& required.]
*Any applicmathai Occks boxfl snustolso fill OM 1hesectioa below showing th6rivorkas'contpwisation policy iRformation.
t Homeowners who submit ibis aiddavit indicating Theyste doing all ivrk and then himoutsitic contractorsmust submit a new 011davitindicaling such.
:Convactots that check this box must attached an additional sheat showing Hie nam*ofthi;sub-contracLorserAstikti; wheilmr or nor thoseentilits have
employees. Jfthesul$-cordractors have employces, they mustprovicir their workers' comp policy number.
I apto an employer that iirproviding workers' compensationjasurwteeformy employlees. BeldwkylImpoLicy andjoh site
Informatfun.
Insurance Company Name: Zurich American Insurance Company
Policy # or SaIr-ins. Lic. P: WC01 82015-00 Expiiation Date: 9/1 /2016
Job Site Addros.— V S+L,�� Z4",j -
city/state/zip: IV, dnj&--- J� otty 5
Aftstch a copy of the workers) compe4ati(M policy decisiration page (showing the policy number and ex"piration date�
FRilure tfj secure coverage as rcquired undcr Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to S1,500.00 andlor one-year imprisonment, as well as civilpenalties 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
Invesfigations of the DIA for insurance coverage verification.
I do hereby eerQyj undq the pahis ondpenaffles ofperftiry that the Mformallon provided abope is true and correct
Ph -one N.
Of,ficial u -so only. Do not)PHIj in thk area, to be completed by cO or town official
City or Town-
Penult/License N
3 / 15'
Issuing Authority (circle one):
1. Board oillealth 2. Ouilding Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6. Other
ContattIlerson- o Phone 4;
7 0
AC<>RV CERTIFICATE OF LIABILITY INSURANCE
DATE (MWDDTYYYY)
I
il..�
0811712015
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 MWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poticyiies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
CONTACT
NAM9;
MARSH RISK& iNSURANCE SERVICES
PROhf FAX
345 CALIFORNIA STREET, SUITE 1300
_1AXJL0_ExIlL_ Wq, N91;
CALIFORNIA LICENSE NO. 0437153
9 -MAIL
SAN FRANCISCO, CA 94104
AP.PB9ft . .. ..... .
Arn: 34annon Sced 415-743-0334
. ...... . ... IN U R ArF R ING C ERA E. KAI
.m " m. . .19.9'..., .9y. -.9 t
998301-STND-GAWLIE-15-16
INSURER A; Zurich Amerion Insurance Company :16535
INSURED
INSURER 8: NIA NIA
Solay0ty Corporaton
.- - . I.... _... . +.. ' ' '
3055 ClearView Way
-INSURER C: NIA, �NIA
San Mateo, CA 94402
INSURERD! American Zurich Insurance Company :40142
A AUTOMOBILE LIABILITY
IN UR RE:
1:09101/2015 . .09101016 COMBINED SINGLE LIMIT $
INSURER F:
COVERAGES CERTIFICATE NUMBER: SEA -00271383648 REVISION NUMBER:4
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LI.STEO 13ELOW HAVE BEEN ISSUED TO THE INSURED NAMED A13OVE 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 PERTAW, 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 PA[D CLAIMS.
ACCORDANCE WITH THE POLICY PROVISIONS.
Emowt— T
0=1
AUTHORIZED REPRESENTATIVE
LTR TYPE OF INSURANCE POLICY NUM13ER
I ll� LIMITS
MMID��
A X COMMERCIAL GrNFRAL LIABILITY 'GLOO182016-00
w
09101015 :W10V2016 EACH OCCURRENCE I
'PWAO
r �--
CLAIMS-MADE OCCUR
PREMISES (EA Pow A.... $
t
3,000,000
X SIRjS250,000
... .. ......... ...... .. .. . .... ..
MED EXP (Any one pe n)
5,000
w
PERSONAL& ADV INJURY S
3,000,0W
GEN'L AGGREGATE LIMIT APPLIES PER*
GENERAL AGGREGATE
6,000.wo
r PRO -
X
POLICY: JECT LOC
PRODUCTS - COMPIOP AGG $
6 000,wo
OTHER
A AUTOMOBILE LIABILITY
:BAP0182017-00
1:09101/2015 . .09101016 COMBINED SINGLE LIMIT $
5..000.,0_00_
X ANY AUTO
BODILY INJURY iFer person) $
x ALL OwNED X SCHEDULED
kUTOS AUTOS
BODILY INJURY (Pet acclident): $
X X NON -OWNED,
IjAMkdE
HIRED AUTOS AUTOS
a
w 4..
'COMPICOLL DEDi
$5,000
UMBRELLA LIAB OCCUR
4
EXCESS LIAB
I. q�A!,qS_- PKA
AGGR GATE
T - T .. .......
DED i RETENTION$
:$
D
WORKERS COMPENSATION WrIO182014-00 (AOS)
�:!00112015 �090112016 X PER OTH_
A
AND EMPLOYERS'LIABILITY YIN� I : 182015-00 (MA)
ANY PROPRIETORIPARTNERIEXECUTIVE [E] :Wco
N
.09101016 ;001/2016
L EACHACCIDENT
i.000,000
OFFICERIME BEREXCLUC :MIA'
IMAndatory In NH) :WC DEDUCTBLE: $5DO,000
DISEASE - EA EMPLOYEE�.
1,000,000
If yes. describe under
DESCRIPTION' OF OPERATIONS below
E L DISEASE - POLICY LIMIT 1 5
1,000,000
a
a
a
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHIC LES (ACORD 101, Additional Remarks Schedule, may be affachedlf more space Is required)
Evidence of insurance.
CERTIFICATE 14OLDER CANCELLATION
SolarCily Corpofation
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
3055 Clearview Way
THE EXPIRATION DATE THEREOF, NOTICE WILL 13E DELIVERED IN
San Mateo, CA 99402
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Mamh Risk & Insurance Services
Chades Marmolojo
0 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 26 (201401) The ACORD name and logo are registered marks of ACORD
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