43-099 (4) 11 WHITTIER ST BP-2017-1139
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:43 -099 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
Permit BP-2017-1139
Project# JS-2017-001931
Est.Cost:$31000.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: SOLARCITY CORP 110253
Lot Size(sq.f): 83199.60 Owner: MYINT SOE
zoning: Applicant: SOLARCITY CORP
AT: 11 WHITTIER ST
Applicant Address: Phone: Insurance:
604 SILVER ST (978) 215-23691) Workers Compensation
AGAWAMMA01001 ISSUED ON:4/11/2017 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL GRID TIED SOLAR, 24 PANELS 7.2 KW
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# 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:
FeeType: Date Paid: Amount:
Building 4/11/2017 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-1139
APPLICANT/CONTACT PERSON SOLARCITY CORP
ADDRESS/PHONE 604 SILVER ST AGAWAM (978)215-23690
PROPERTY LOCATION 11 WHITTIER ST
MAP 43 PARCEL 099 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid 47 /I�
Building Permit Filled out 7� 1
Fee Paid
Tyoeof Construction: INSTALL GRID TIED SOLAR 24 PANELS 7.2 KW
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 110253
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
pproved_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
D-5.ditity r
Signa - of Building 0 ¢ial Date -
Note: Issuance of a Zoning permit does 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 40A.Contact Office of
Planning& Development for more information.
. City of Northampton Statue D1P.epp `
{,` Building Department Curbt fwtvtayp.41 4:t, ^
4' 212 Main Street sewtedsep#c ,
Room 100
Y+1eRenVdetl A x � i i `:
Northampton, MA 01060
''phone 413-587-1240 Fax 413-587-1272 PIrd/$i1a "„ c"
Otherspett[y
2.P2 PLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This section to be completed by office
11 Whittier St Map Lot Unit
Zone Overlay District
Elm St District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Soe Myint 11 Whittier St,Northampton,MA 01062
Name(Print) Current Mailing Address: (201)914-0077
5,E fv1ixw; Telephone
Signature
2.2 Authorized Agent:
SolarCity Corp/James DiPadua 604 Silver St Agawam MA 01001
Nam (Pri ) r Current Mailing Address'.
1. __ ,\ w 978-847-7170
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building 9,000 (a)Building Permit Fee
2 Electrical 22,000 (b)Estimated tTotal Cost of
Construction from(6)
3 Plumbing Building Permit Fee
4 Mechanical(HVAC)
5 Fire Protection pp
6. Total=(1 +2+3+4+5) 31,000 Check Number 776,511
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 be 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 mimes bldg&paved
parking)
#of Parking Spaces
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DONT 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 Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 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 ( ] Siding[ ] Other El
Brief Description of Proposed
Work' install solar electric panels to roof ofexistine 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
ea. 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? -.a
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
i. 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
Soe Myint
as Owner of the subject
property
hereby authorize SOLARCITY
to act on my behalf, in all matters relative to work authorized by this building permit application.
Sc,e N\y 1nIT 4/10/17
Signature of Owner Date
IIIIIIIIC
I, SOLARCITY CORP/Dan Rubin 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/Dan Rubin
Print Name
4/10/17
Signature of Owner/Age Date
SECTION 8-CONSTRUCTION SERVICES
8.t Licensed Construction Supervisor: Not Applicable ❑
Name ptLicense Holder SOLARCITY/Dan Kelley 110253
License Number
604 SILVER ST AGAWAM MA 01001 12/01/19
Address Expiration Date
774-364-3145
Signature Telephone
9.Registered Home Improvement Contractor: Not Applicable ❑
SOLARCITY CORP/Dan Rubin 168572
Company Name Registration Number
604 SILVER STAGAM MA 01001 03/08/2017
Address Expiration Date
Telephone 978-847-7170
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 0 No ❑
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(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
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ACORD 25(2014N1) The ACORD name and!ego are Tegistared marks of ACORD
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' Office of Consumer Affairs and Business Regulation
(i } 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registratton: 168572
Type: Supplement Card
SOLAR CITY CORPORATION Expiration: 318/2017
DANIEL KELLEY _... .... ___
24 ST MARTIN STREET BLD 2UNIT 11 - - ----- -- --MARLBOROUGH, MA 01752 _. _.. .. __....
Update Address and return card.Mark reason for change.
Address _.. Renewal " Employment r Lost Card
'-;Slake of Consumer Affairs Fs Sliminess.Regulation License or registration valid for individul use wily
41916ME IMPROVEMENTCONTRACTOR before the expiration date. If found return to:
M:f;. Office of Consumer Affairs and Business Regulation
i'.Registration: 168572 Type: 10 Park Pima-Suite 5110
Espirntlon: 31812017 Supplement ca rd Boston,MA 02116
SOLAR CITY CORPORATION
DANIEL KELLEY
3055 CLEARVIEW WAY
SAN MATEO,CA 94402 Undersecretary Not valid`iwithout signature
® Massachusetts Department of Public Safety
Board of Burlding Regulations and Standards
License CS-110253 14C-"`
:oasvcction Super sir
DANIEL KELLEY .4
11 ROLLINGWOOOS ROAD
HUBBAROSTON MA 01452
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10 Park Plaza- Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Type: Corporation
Registration: 168572
SOLAR CITY CORPORATION Expiration: 03/07/2019
24 St Martin Street Bid 2Unit 11
Marlborough, MA 01752
Update Address and return card. Mark reason for elm
` n Address ❑ Renewal 0 Employment Ci Loci
Oflke of Consumer Affairs 8 BusinessinessTOmbn
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HOME IMPROVEMENT CONTRACTOR Bedon valid for Individual useonly
1 TYPE:Corporation before the Consumer
on date. If frondi return to:
Raaistra0on ExolreUon Office of Consume Affairs and Business Regulation
160512 D3107031910 Park Plaza-Suits 490
Boston,MA AAA���77716�
SOLAR CITY CORPORATION
DANIEL ROBIN /
3055 CleWay (�f"C —
San Mateo,o,CA 94402
Undersecretary / of valid without signature
SolarCity
Effective March 1,2017
RE: Permit Authorization
Dear Sir or Madam:
This letter is to verify that JAMES DII'ADUA is/are authorized representatives of SolarCity Corporation
and are authorized to pull any and all permits, business licenses, and any other project related documents
as needed on my behalf. Please don't hesitate to call if you have any questions.
Sincerely,
Daniel Rubin
404-771-21 16
Responsible Managing Employee, MA Home Improvement Contractor Registration 4168572
Regional Director, Operations. SolarCity Corporation
Office of Consumer Affairs and Business Regulation
10 Park Plaza-Suite 5170
Boston,Massachusem 92116
Home improvement Contractor Registration
Type: C<Wswn
R`AM1iritp* IOWA KELLY K. STRICKLAND
SOLAR CITY CORPORATION Epualion AE1S
24 S1 Martin Street Bid 2Umt 11 Notary PuSc
Marlborough.MA 01752 COMMONWEALT}V OF MASSACHUSETTS
My COmmiS610n Expires On
May23.2023
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DocuSign Envelope ID:DD51C088-8F013-4F3E-A1 CC-123B33456588
SolarCity Purchase
Customer Intormation installation Locarnn Dare
Soe Myint 11 Whittier Street 4/5/2017
Northampton,MA 01062
11 Whittier Street
Northampton,MA 01062 Name on amity air.
2019140077 Soe Myint
Here are the terms of your Solar Home Improvement Agreement
7 . 2 kW DC 2Dyr
System Size System Warranty
The SolarCity Promise
•We provide a money-back energy performance guarantee. w
•We warrant all of our roofing work. SM-
•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 4/5/2017.
_ Your SolarCity Purchase Agreement Details
Contrail Price 5316.00 -
REC Value(Estimate) -$6,768.00
Rebate Value(Estimate) -$0.00
Amount Due $24,048.00
Est.first year production 7,668 kWh
3055 Clearview Way,San Mateo,CA 94402 1888.765.2489 I solarcity.com 2638857
Solar Dome Improvement Agreement(SolarLoan),version 4.2.2,February 24,2017
Sola rCty Corporation DBA Tesla Energy Contractors License MA HIC 168572/EL 1136Ma
Document generated on 4/512017cityC ❑ D2 0
CopYriBSt 2008-2015 SolarCity Corporation,All rights Reserved
DocuSign Envelope Ip:DD51C088-8F0B4F3E-A1 CC-123833456588
By signing below,I agree that SolarCity can contact me for telemarketing and informational purposes via call or text using
automated technology and/or pre-recorded messages using the phone number(s)I provided that are listed on the first page of this
contract.I understand that consent is not a condition of purchase. You may opt-out of this authorization at any time by calling us at:
888-765-2489 or sending us written notice and mailing it to:SolarCity Corporation,Attention:Phone Authorization Opt-Out,3055
Clearview Way,San Mateo,CA 94402.
Customer's Name:Soe Myint Solar Home Improvement Agreement
r—nocusigned by,
Signature: Set
Di6 OEt.4' _ SolarCity
L—n18FBi9EF6ENFE
Date: 4/5/2017 approved
Customer's Name: Signature:
Signature: Lyndon Rive, CEO
Date: Date: 4/5/2017
Solar Home Improvement Agreement Isola Vt2 eSon 4.2.2,rebr ue ry 24,2017 a
2638857
Version#66.3-TBD
SolarCity.
•
April 7,2017 1 n
4ff itt—
RE: CERTIFICATION LETTER ./.lx 9' `TC
I// IBES H. G
Project/Job# 0102679 ,CHILDS m
Project Address: Myint Residence O CIVIL
11 Whittier St No.52764
Northampton, MA 01062 -%9 o/sTei't°, ¢
ANJ Northampton S/ONALE
SC Office Springfield
Design Criteria:
-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
- MP1: 2x6 @ 16"OC, Roof DL= 7.5 psf, Roof LL/SL= 28 psf(Non-PV), Roof LL/SL= 28 psf(PV)
- MP3: 2x6 @ 16"OC, Roof DL= 7.5 psf, Roof LL/SL = 28 psf(Non-PV),Roof LL/SL= 28 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 Solaroty.
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.
James H.Childs, P.E.
Professional Engineer Digitally signed by James H. Childs, P.E.
T: 1388.765.2489x58390 Date: 2017.04.07 19:06:06 -07'00'
email:ail: jchildsl@solarcity.com
Version#66.3-TBD
. SolarCity
HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES
Landscape Hardware-Landscape Modules'Standoff Specifications
Hardware X-X Spacing X-X Cantilever Y-V Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 64" 24" 39" NA Staggered 35.1%
MP3 64" 29" 39 NA Staggered 35.1%
Portrait Hardware-Portrait Modules'Standoff Specifications
Hardware X-X Spacing X-X Cantilever V-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MPI 98" 1]" _ 65 NA Staggered 93.9%
MP3 98 3]" 65 NA Staggered 43.9%
StructureMounting Plane Framing Qualification Results
Type Spacing Pitch Member Evaluation Results
__ MP1 Stick Frame 16"O.C. Zr _ Member Analysis OK _
MP3 Stick Frame 16"O.C. 22° Member Analysis 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.
1 IrJ t 1.
STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MN.
Member Properties Summary
MP1 Horizontal Member Spans Rafter Properties
Overhang 0.16 ft Actual W 1.50"
Roof System Properties Span 1 10.57 ft Actual Co 5.50"
Number of Spans(w/o Overhang)_ 1 Span 2 Nominal Yes
Roofing Material Comp Roof Spm 3 1_._. A((M2} 8.25
Re-Roof No S•-n4 Sx(in.A3) 7.56
PtywMM Sheathing ........ Yes... Spm 5 Ix(In*4) 20.80
Board Sheathing None Total Rake Span 11.57 ft TL Defl'n Limit 120
Vaulmcefnug No PV 1 Start 3.50 ft Wood Similes SPE
Ceiling Finish 1/2"Gypsum Board PV 1 End 9.75 ft Wood Grade *2
Ratter Slope 22° PV2 Start Fib(Psi 875
Rafter Spacing 16 O.C. PV 2 End Fv(psi) 135
Top la Bracing FutPV 3 Start E(Poi) 1,410,000
Bot 1St Bracing At Supports 1W 3 End E-min(psi) 510,000
Member Loading Summary
Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas
Roof Dead Load DL 7.5 psf x 1.08 8.1 psf 8.1 psf
PV Dead Load ... PV-DL 3.0 psf x 1.08 3.2 psf
Roof Llve load RLL 20.0 psfx OAS 19.0 psf
Live/Snow Load LL/W1,2 40.0 psi x 0.7 I x 0.7 28.0 psf 28.0 psf
Total Load(Governing LC) Tl. 36.1 psf 39.3 psf
Notes: 1. Ps=Cs*Pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf s 0.7(Ce)(CO(1a)po; 4=0.9,Q=1.1,h1.0
Member Analysis Results Summary
Governing Analysis Max Moment I ®Location Capacity DCR Result
(i-)Bending Stress(psi) 1,140.4 1 5.5 ft 1,504.3 76% Pass
ZEP HARDWARE DESIGN CALCULATIONS- MP1
Mounting Plane Information
Roofing Material Comp Roof
Roof Slope 22°
Rafter Spacing 16"O.C.
Framing Type/Direction Y-Y Rafters
PV System Type SolarCity SleekMouM•"
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 E Fig.6-11B/C/D-14A/B
Mean Roof Height h I 25 ft I Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure K, 0.95 Table 6-3
Topographic Factor Ka 1.00 Section 6.5.7
Wind Directionality Factor Kd 0.85 i Table 6-4
Importance Factor I 1.0 Table 6-1
Velocity Pressure qh qh = 0.00256(Kz)(Kat)(Kd)(VA 2)(I) Equation 6-15
16.7 psf
I Wind Pressure
Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/13
Ext Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14N8
Design Wind Pressure p - p =qh(GCp) _ Equation 6-22
Wind Pressure Up � Prwm -14.6 psf
Wind Pressure Down Prdowm 10.0 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacing Landscape 64" 39"
Max Allowable Cantilever Landscape I 24" NA
Standoff Configuration Landscape Staggered
Max Standoff Tributary Area Trib 17 sf
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff T-actual -224 lbs
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capadty DCR 35.1%
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait I 48" 65"
Max Allowable Cantilever Partrat 17" 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 Tactual -280 lbs
Uplift Capacity of T-allowStandoff 637 lbs
Standoff Demand/Capacity l DCR 43.9%
STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP3
Member Properties Summary
MP3 Horizontal Member Spans Rafter Properties
Overhang 0.82 ft Actual W 1.50'
Roof System Properties Span 1 11.86 ft Actual D 5.50"
Number of Spans(w/o Overhang) 1 Span2 Nominal Yes
Roofing Material Comp Roof Span 3 A(Ina 2) 8.25
Re-Roof No Span4 Sx(in.A3) 7.56
Plywood Sheathing Yes Span 5 Ix(InA4) 20.80
Board Sheathing i None Total Rake Span 13.68 ft TL Der Limit 120
Vaulted Ceiling No PV 1 Start 3.42 ft Wood Species SPF
Ceiling Finish 1/2"Gypsum Board PV 1 End 9.67 ft Wood Grade #2
Rafter Slope 22° PV 2 Start Pb(Psi) 875
Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135
Top tat Bracing Fut PV 3 Start E(psi) i 1,400,000
Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000
Member Loading Summary
Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas
Roof Dead Load DL 7.5 psf x 1.08 8.1 psf 8.1 psf
PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf
Roof Live Load RLL 20.0 psi x 0.95 19.0 psi
Live/Snow Load LL/SL24 40.0 psf x 0.7 I x 0.7 28.0 psi 28.0 psi
Total Load(Governing LC) TL 36.1 psf 39.3 psi
Notes. 1. ps=Cstpf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C)(Is)pg; Ce=0.9,Q=1.1,I,=1.0
Member Analysis Results Summary
Governing Analysis Max Moment 0 Location Capacity DCR Result
(+)Bending Stress(psi) 1,423.3 6.8 ft 1,504.3 1 95% Pass
ZEP HARDWARE DESIGN CALCULATIONS- MP3
Mounting Plane Information
Roofing Material ; Comp Roof
Roof Slope 22°
Rafter Spacing 16"O.C.
Framing Type/Direction V-V Rafters
PV System Type SolarCity SleekMount'
Zep System Type ZS Comp
Standoff(Attachment Hardware) Como Mount Type C
Spanning Vents No
Wind Design Criteria
Wind Design Code IBC 2009 ASCE 7-05
Wind Design Method Par ialf/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 I Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure K, 0.95 Table 6-3
Topographic Factor Kx 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(Ks)(Kit)(Kd)(VA2)(I)
16.7 psf Equation 6-15
•
Wind Pressure
Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-118/C/D-14A/5
Ext.Pressure Coefficient(Down) GCp(Down) 0.45 fig.6.118/C/0-I4Na
Design Wind Pressure p p = qh (GCp) Equation 6-22
Wind Pressure Up Pum -14.6 psf
Wind Pressure Down Prdd..m 10.0 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
i 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 3.0 psf
Net Wind Uplift at Standoff T-actual -224 lbs
Uplift Capacity of Standoff T-allow 1 637 lbs
Standoff Demand/Capacity OCR 35.1%
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait 48" 65"
Max Allowable Cantilever Portrait 17" 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 -280 Is
Uplift Capacity of Standoff T-allow 637 lbs
Standoff Demand/Capacity DCR 43.9%