HomeMy WebLinkAboutBuilding Permit #811-15 - 452 MASSACHUSETTS AVENUE 4/16/2015BUILDING PERMIT
n /• r (�= TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit No#:� ` Date Received
Date Issued:
IMPORTANT:
LOCATION,
PROPERTY OWN
;MAP - PA
must complete all items on this
Print 100 Year
ZONING DISTRICT: 2 Historic
Vill
o
m t- ()i&' 1
no
no
TYPE OF IMPROVEMENT
PROPOSED USE
Resid tial
Non- Residential
❑ New Building
nefamily
❑ Addition
❑ Two or more family
❑ Industrial
❑ Alteration
No. of units:
❑ Commercial
❑ Repair, replacement
❑ Assessory Bldg
❑ Others:
❑ Demolition
lather
❑ Septic ❑ Well
l] Floodplain ❑ Wetlands
0 Watershed District
Water/Sewer
DESCRIPTION OF WORK TO BE PERFORMED:
>r
Identification - Please Type or Print Clearly
OWNER: Name:Q.1 Phone:
Address: cSZ Yn6&S .� Q.a /hdwe-4- �i U
Contractor NameaGt„If (^�-i1 Phone--,
Address: (,SCUC., +_ _ 01KICT
Supervisor's Construction License: l� Exp. Date _s 1� I"
- - - -
`Home Improvement License:
0 0y.. Exp. Date_
ARCHITECT/ENGINEER Phone:
Address: 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: $ %51 FEE: $ I�
Check No.: '-1 1*9"CA2 Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑
'Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed. Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit
Irs all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
ttxat the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
m ust be submitted with the building application
Doc: Building Permit Revised 2014
Plans Submitted ❑
Plans Waived ❑ Certified Plot Plan ❑ . Stamped Plans ❑
TYPE'OF SEWERAGE DISPOSAL
Public Sewer ❑
Tanning/Massage/Body Art ❑
Swimming Pools ❑
Well ❑
Tobacco Sales ❑
Food Packaging/Sales ❑
Private (septic tank, etc. ❑
Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On Signature_
COMMENTS
CONSERVATION Reviewed on Signature
COMMENTS
HEALTH
COMMENTS
Reviewed on Signature
Zoning Board of Appeals: Variance, Petition No:
Planning Board Decision:
c,
Conservation Decision:
Comm
Comme
Zoning Decision/receipt submitted yes
R
Water & Sewer Connection/Signature & Date Driveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIRED EPARTMENT - Temp Dumpster-on site yes no
Located at 124 Main Street T _ ~- — -
Fire 'Department signature/date
COMMENTS.
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine
Doc.Building Permit Revised 2014
Location` 66i�
No. ` Date
Check #11
286b�
TOWN OF NORTH ANDOVER
Certificate of Occupancy $
Building/Frame Permit Fee
Foundation Permit Fee $
Other Permit Fee $- -'s .
TOTAL $
Building I spector
Location -°`c7 7— S ,
No. " j ° e Date
14
Check # 1 159
TOWN OF NORTH ANDOVER
Certificate of Occupancy
$
Building/Frame Permit Fee
$
Foundation Permit Fee
$
Other Permit Fee lr
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Massachmcus Nectric Company M.D.T'.U. No. 1176
Naniuccct Electric Company Canecling M.D.T L No. I I WA
STANDARDS FOR INTERCONNECTING DISTRIBUTED GENERATION
ATTACHMENT 2
Certificate of Completion for Simplified Process Interconnections
Installation Information:
Customer or Company Name (print): SolarCity Corp.
Contact Person, if Company: interconnection Admin
Mailing Address: 3055 Clearview Way
City: San Mateo
Telephone (Primary): 792-703-8981
Fax: 650-210-1672
State: CA
Email:
El Check if owner-ins(alled
Zip Code: 94402
Telephone (Secondary):
interconnection.ma@solarcity.com
Facility Address (If different from above): 452 Massachusetts Ave
city: North Andover state: MA
Account Number:
Meter Number:
Electrical Contractor's Company or Name (print): SolarCity Corp.
Electrician Name, if Company: Matthew T. Markham
Mailing Address: 24 St. Martini Drive
City: Marlborough State:
Telephone (Primary): 774-258-8505
Fax:
978-429-0898
License number: MR1136
MA
Date of approval to install Facility granted by the Company:
Application ID number:
Zip Code: 01810
Zip Code: 01752
Telephone (Secondary): 978-995-6584
Email: mmarkham@solarcity.com
Inspection:
The system has been installed and inspected in compliance with the local Building/Electrical Code of:
North Andover
(CityRbwn)
Signed (Local Electrical Wiring Inspector, or attach
signcd electrical inspection).
Wiring Inspector Name (printed):Ran In (l
Phone Number:1757q
Email Address:
As a condition of interconnection you are required to email a copy of this form along
with a copy of the signed electrical permit to distributed.generation@us.ngrid.com
DocuSign Envelope ID: 4224508C-1686-4CB7-B2FC-129BB12BEC92
�mp95g5
darCity � MyPower
Homeowner Nicholas Guilbeault
Address 452 Massachusetts Ave
North Andover, MA 01810
Date Issued 3/29/2015
Installation Location 452 Massachusetts Ave
North Andover, MA 01810
Our Promises to You
System Warranty: We repair the system at no additional cost.
Free monitoring: We provide 24/7 web -enabled monitoring at no additional cost.
Rooftop warranty: We warrant your roof against leaks.
Production Guarantee: Your system will produce as much electricity as we promise or we'll pay you.
Fixed rate average: The rate you pay us will never increase by more than 2:90 %/o per year.'
Solar System Ownership: This is not a lease. Your new solar system belongs to you.
No prepayment penalty: You can prepay your loan at anytime, with no penalty or fee.'
Estimated System Size 5.980 kW
Estimated First Year Production 4,097 kWh
Your SolarCity RUA.yPower Agreement
Total System $32,890 APRs 4.50%
Cost
REC Value 1 -$6,578
Rebate Value 1 -$0
Loan Amount 1 $26,312
Term 130 Years
Federal Tax - $9,867
Credit3 30% of eligible system cost
kWh Rate $9,867
Reduction
Payment I Due June 1 st the year after installation
1 These features are provided through a loan by SolarCity Finance Company, LLC. The cost for the Partial Payment
Option for the Rate Reduction Payment is not a prepayment penalty.
z This rate includes a 0.50 % discount for using auto -pay from your checking account.
3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the
value of the tax credit.
SolarCity Corporation MA NIG 168572/EL-1136MR. The MyPower loan is being provided by SolarCity Finance Company LLC
655846
❑■ 19 RI
DocuSign Envelope ID: 4224508C-1686-4CB7-B2FC-129BB12BEC92
7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS
AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND
CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO
COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.
8. 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 Ngmji N�i4C olas Guilbeault
Signature: Mdkh(AaS CIA�tk
Date: 4/8/2015
Customer' 8ffi*!.9Et eth Guilbeaut
Signature: fuy :7 �CkAa
Date: 4/9/2015
t,5olarCity
Solar Home Improvement Agreement
SOLARCITY APPROVED
Signature:
LYNDON RIVE, CEO
Solar Home Improvement Agreement
-'SolarCity.
Date: 3/29/2015
Solar Home Improvement Agreement MyPower Solar Plan, version 3.4.0c, March 161h, 2015
Copyright n 2008-201.4 SolarCity Corporation. All Rights Reserved
655846
DocuSign Envelope ID: 4224508C-1686-4CB7-B2FC-129BB12BEC92
7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS
AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND
CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO
COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.
8. 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 N m,e Ni kolas Guilbeault
�ocu igny:
Signature:
h(&AAS IAM((t,at4
Date: 4/8/2015
Customer' 9M@!9FgPL eth Guilbeaut
Signature:
Date: 4/9/2015
V0 _ .
%07,
Solar Home Improvement Agreement
SOLARCITY APPROVED
Signature:
LYNDON RIVE, CEO
Solar Home Improvement Agreement'
'=SolarCity.
Date: 3/29/2015 - -
Solar Home Improvement Agreement MyPower Solar Plan, version 3.4.0c, March 1611, 2015
Copyright O 2008-2014 SolarCity Corporation, NI Rights Reserved
655846
i
'!::�-IDo SolarGt .
y
March 18, 2015
Project/Job # 0181726
RE: CERTIFICATION LETTER
Project: Guilbeault Residence
452 Massachusetts Ave
Andover, MA 01810
To Whom It May Concern,
Version #42.2
RU
WHITE
Cl
STRUO1`08AL c
No. VaW
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
- MP2: Roof DL = 7 psf, Roof LL/SL = 38.5 psf (Non -PV Areas), Roof LL/SL = 21 psf (PV Areas)
- MP3: Roof DL = 8.5 psf, Roof LL/SL = 38.5 psf (Non -PV Areas), Roof LL/SL = 25.5 psf (PV Areas)
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.32394 < 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 requires structural upgrades as detailed in the plan
set 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 including the specified upgrades 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,
Andrew White, P.E.
Structural Engineer
Main: 888.765.2489, x2377
email: awhite@solarcity.com
Digitally signed by Andrew
White
Date: 2015.03.18 13:34:07
-04'00'
3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com
AL ROC 2.13771, CA CSLH 888104, CU EC 8041, CI HIC OG32778. OC HIC 71101486, UC HIS T11O148a. Hl Cr 29770. MA NIC 16857:, MD MI IIC 128948. NJ 1,M1061606UU.
OR CCH 160498, PA 0773,13. TX I DLR 2700G, WA GCL• SOI_ARC'91907. 0 2013 Solnraty. All rights msa d.
solarGity.
PV System Structural
Design Software
03.18.2015
Version #42.2
�^ PROJECT INFORMATION & TABLE OF CONTENTS
Project Name__
Guilbeault Residence _ _
AHJ:
North Andover
_
Building Code:
MA Res. Code, 8th Edition
Job Number:
0181726
'Customer Name.
_
- _G- -b---'.Nicholas_�_�_
! --Based On:
__ IRC 2009 /_IBC 2009
_
Address:
_
452 Massachusetts Ave
_ _�
ASCE Code:
ASCE 7-05
City/State_
,Andover, _ . _ _ MA
,Risk Category:
_
Zip Code
01810
Upgrades Req'd?
Yes
Latitude /Longitude.
42.6-967-66— "71.127535
Stamp Req'd?
—r--.—.—_ - __
SC Office:
_ _ _ _ _
Wilmington
_-
PV Designer:
Designer Not Set in SolarWorks_
—. _
Caiculations:
- - -_ r_ _
Justin Arbuckle
EOR:
-� Andrew -White, P.E. �� _
Certification Letter 1
Project Information, Table Of Contents, & Vicinity Map 2
Structure Analysis (Loading Summary and Member Check) 3
Hardware Design (PV System Assembly) 4
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.32394 < 0.4g and Seismic Design Category (SDC) = C < D
452 Massachusetts Ave, Andover, MA 01810
Latitude: 42.69076, Longitude: -71.127535, Exposure Category: C
03.18.2015
,��k? o Version #42.2
.�, ������ �� � . PV System Structural
o Design Software
j PROJECT INFORMATION &TABLE OF CONTENTS
Project_Name:
- _ Guilbeault Residence
0181726
AHJ:
North Andover
Job Number:
Building Code:
MA Res. Code, 8th Edition
�,...__----_---_.
Customer Name:
Address:
Guilbeault,_Nicholas�,____
452 Massachusetts Ave
_B_asQ_
Based On:
-- -,--- _- _
IRC 2009•/_IBC 2009
ASCE 7-05 _
Yes
ASCE Code:
City/State:
_____Andover MA_ _____,
01810
42.690760 _ 71.127535"'
Wilmington
_Risk.Category:
Upgrades Req'd?
Stamp_Req'd?_T'
PV Designer.
Zip Code
Latitude.,/ Longitude:
SC Office:
Yes
Designer Not Set in SolarWorks
Calculations:
— Justin Arbuckle __y__
EOR:
_
____ .-.
Andrew White, P.E.
Certification Letter 1
Project Information, Table Of Contents, & Vicinity Map 2
Structure Analysis (Loading Summary and Member Check) 3
Hardware Design (PV System Assembly) 4
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.32394 < 0.4g and Seismic Design Category (SDC) = C < D
452 Massachusetts Ave, Andover, MA 01810
Latitude: 42.69076, Longitude: -71.127535, Exposure Category: C
'LOAD ITEMIZATION - MP2
PV System Load
PV Module Weight (psf)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
MP2
Table 4-1
Existing Roofing Material
At
Comp Roof _ _ _ _(1 Layers_)_ _
2.5 psf _ __
Re -Roof
77%
No
_ ... W
Underlayment j .. _ ._. _
_ ._ _ _
r _ _ _ w _ _ _Roofing Paper _
0.5 psf _
Plywood Sheathing
.p�
Rz
Yes
1.5 psf
Reduced Roof Live Load
Lr
No_ne
_
Rafter Size and Spacing
Lr
2 x 6 @ 24 in. O.C.
1.1 psf
Vaulted Ceiling__
Table 7-3
Miscellaneous
Miscellaneous Items
1.4 psf
Total Roof Dead Load
7 psf MP2
7.0 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
_ — < 200-sf
Surrounding Roof
Roof Slope
77%
9/12
_ ... W
Tributary_Area Reduction_ _ -
_ _ _ R1
_ g� 1 _
—_Section 4.9
Sloped Roof Reduction
Rz
0.75
_
Section 4.9
Reduced Roof Live Load
Lr
4 = Lo (R�) (Rz
E uation 472
Reduced Roof Live Load
Lr
15 psf (MP2)
1 15.0 Psf
Reduced Ground/Roof Live/Snow Loads
Code
Ground Snow Load
p9
50.0 psf
ASCE Table 7-1
Snow Load_edu
Rctions Allowed?
Ps -root
_.-.. .
ASCE Eq: 7.4-1
Effective Roof Slope
Surrounding Roof
370
77%
Honk. Distance from Eve to Ridge -
_ ... W
_ _ _ _ _ _ 16.2 ft
'
Snow Importance Factor
IS
1.0
Table 1.5-2
Snow Exposure Factor
Ce
-- Partially'p6sed " -
Table 7-2
1 0
Snow Thermal Factor
G
Structures kept just above freezing
Table 7-3
( �.4 V
Minimum Flat Roof Snow Load+ w
_ -
Rain -on -Snow Surcharge)
Pf-min
38.5 psf
7.3.4 & 7.10-®
Flat Roof Snow Load
Pf
pr = 0.7 (Ce) (Cf) (I) pg; pf >_ pf-min
Eq: 7.3-1
38.5 psf
77%
ASCE Design Sloped Roof Snow Load Over Surrounding Roo
Surface Condition of Surrounding. Roof
Cs -roof
All Other Surfaces
Figure 7-2
Design Roof Snow Load Over
Ps -root
Ps -roof = (Cs -roof) Pf
ASCE Eq: 7.4-1
38.5 psf
Surrounding Roof
77%
ASCE Design Sloped Roof Snow Load Over PV Modules
Surface Condition of PV Modules
Cs _P"
Slippery Surfaces
Unobstructed0 6
Figure 7-2
Design Snow Load Over PV
Modules
Ps P"
ps_P" = (Cs -P") Pf
ASCE Eq: 7.4-1
42%
21.2 psf
Simpson Strong -Tie P g
Truss: MP2
ProjcetNamc: Guilbcault
Component SolutionsTM
Date: 3/18/2015 11:07:22 AM
Truss
Page: 1 of 1
Version: 5.12.1 [Build 51
Span Pitch Qty OHL OHR CANTL CANTR PLYS
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N
r
d 4x8 -
4x8 -
y 1
7
-"A- 1/-1
y 12
1x51 7x7- 1.5x5
0-0-0
0-0-0
4-10-6 14-3-4
4-10-6
1
4-10-6 19-1-10
24-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (psf) Bldg Code: IBC 2012/ "IC: 0.68(4-5) Ven'11, 0.89 in L/316 9 L/180
Roof Saow(Ps): 38.5 psf' "11-2007 BC: 0.82(8-10) W" ILL: 0.55 in 1,1515 9 L/240
IICDL: 7(ralx) Rep Mbi Itis—c : Yes Web : 0.90 (35) 11on.11.: 0.02 in 7
13CIJ,: 0 D'o't. 125 % Creep Factor, Kci= 1.5
BCDL: 6
Plate 00sets(Jnt:X,Y,Ang): (1:4-11,3.6,0) (2:0-0,6-14,90.) (3:9-3,0-0,0.) (4:040,6-14,0.) (5:9-3,0-0,0.) (6:04J,6-14,90.) (7:4-11,3-6,0.) (8:01J,74,90.)
(9:14),3-10 0) (10:0.0,74,90.)
Reaction Summary
1TType Brg Combo Brg Width Material Rqd Big Width Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplifl Max Iloriz
I Pin (Wall) 1 3.5 in Stce1 2.48 in 1,579 lbs - - - - () lbs
7 II Roll (Wall) 1 3.5 in Steel 2.39 in 1525 lbs - - - - 0
lbs
Material Summary Bracing Summary
IV SP (AISC6-2012) SSDense 2x6 IV Bracing. Sheathed or Pudins at 5-0-0, Pullin design by Others.
BC SPF h2 2xR BC Bracing Sheathed or Podins at 104J-0, Pullin design by Others.
Webs SPF 42 2.4
Loads Summary
1)Ibis truss has been designed for the effects due to 10 psfbottum chord lite load plus dead loads.
2) Ibis truss has been designed ferihe ctf:ets of a balanced design snow load (Ps = 38.5 psf) and unbalanced design snow leads (9 /12, 11.5 psf wind, 38.5 psflee, 35.5 psflec over
peak to 6.2 ft)1'or hips/gables in accordance with ASCF7 - 10 with the following user defined input: 50 psfgmund snow load (Pg), Terrain Category C, Fsposure Category Partially
Fposed (Ce= 1.0), Building Category 110 = 1.0), llnemcd Condition Cold ventilated (Ct = 1.1), Roof Slope Factor (Cs = 1,00), 001,= 1.15.
3)'Ihis for,., has been designed f ,the efeo, ofa 15 psflite lead wmputal in acwrclaace with IBC 2012 assuming slope=9 /12 and mea supported = 52.67 ft^2.
4) Minimum storage attic loading in accordance with IBC'rable 1607.1 has been applied
Load Case D 1: Std Dead load
Distributed Loads
Member 1—tion 1 I.noation 2 Direction. Spread ,Sian lead Fd Load Trib Width
Top Chd -I-24) 12-041 Down Robe 3 psf 3 psf 24 in
Member Forces Summary Table indicatac Member ID, n as CSI, rax anal force, (max comps force ifdifferent form rmrz axial force)
7C 11-1 0.039 71 lbs 34 0.656 441 16., 1-71 lbs) 6-7 0.472 -1,897 lbs
1-2 0.483 -1,90816., 4-5 0.682 423 16., (-7516.,) 7-12 0.036 66 lbs
2-3 0.527 -1,47 It's 5-6 0.549 -1,460 lb,,
13C 7-8 0.789 1,257 lbs 8-10 0.817 1,257 lbs 10-1 0.717 1,25716.,
Wcbs 2-10 0.191 744 lbs (.64 lbs) 3-5 0.901 -1,72516., 6-8 0.201 781 lbs (-27 lbs)
Notes:
1) When this truss has been chosen for qurdity assurance inspection, the Plate Placennent Method per 1YI 1-2002/A3.2 shall be used Cq = 1.17.
and requirements supplied by the"rnrss Man"futurer and relies upon the accurcy
N071C13 Acopy of this design shall be furnished to the creclion contractor. The design of this individual truss is based on design entena m
Simpson Strong -Tie Company
and completeness ofthe information set forth by the Building Designer. A seal on this drawing indicates acceptance ofpmfessional engineering responsibility solely for the truss component design shown. See the cover
page and the "Inywnnnt Intormatien & General Notes" page for additional infomndion. All eonn.t.. plates shall be manufaau d by Simpson Strung -tic Company, Inc in accordance with ISR -2762. All wnncaor
plates
an: 20 gorge, unless th—f—ifed plate siza is fdlowed by. "-I8" which indicates an 18 gage plate, or"SO 18", which indicates a high tension 18 gag plate.
Simpson Strong -Tie
Truss: MP2
�
PrejectName: Guilbeault
Component SolutionSTM
Date: 3/18/2015 11:07:22AM
Truss
Page: 1 of]
Version: 5.12.1 [Build 5]
Span Pitch Qty OHL OHR CANTL CANT
PLYS Spacing WGT/PLY
24-0-0 9/12 1 1-2-0 1-2-0 0-0-0 0-0-0
1 24 in 141 lbs
26-4-0
1-2-0 4-10-6 3-9-10 3-4-0 3-4-0 3-9-10
I I
4-10-0 1-2-0
r
4-10-0 8-6-0 12-0-0 15-4-0 i 19-1-10
24-0-0
5x5 -
4
\
12
9F— 2x3 - \2x5 -
12
—19
N
�r 1x4
on
1x41
2
ri
d 4x84x8
-
1/ III
I -, 7
Y
Z
11
10 9
6 r. 12
1x5 1 7x7 -
1.5x5
0-0-0
0-0-0
4-10-6 14-3A
4-10-6
l 4-10-6 19-1-10
I 24-0-0
Loading General CSI Summary DeflectionL/ (loc) Allowed
Lood (psf) Bldg Code : IBC 2012/ TC: 0.68 (4-5) Ven TL: 0.89 in L/ 316 9
L/ 180
RoofSnow(Ps): 38.5 psf 1PII-2007 BC:0.82(8-10) Ven LL: 0.55 in L/515 9
L/240
TCDL : 7(mke) Rep Mb, Increase : Yes Web : 0.90(3-5) Hoa TL: 0.02 in 7
BCLL : 0 D.O.L.: 125% Creep Factor, Kcr= 1.5
BCDL: 6
Plate Oftbcts(1nr.X,Y,Ang): (1:4-11,36,0.) (2:0-0,6-14,90.) (3:9-3,0-0,0.) (4:0-0,6-14,0.) (5:9-3,0-0,0.) (6:0-0,6-14,90.) (7:4-11,3-6,0.) (8:0-0,74,90.)
(9:0.0,3-10,0.) (10:04),74,90.)
Reaction Summary
JT Type BO!Combo Brg Width Material Red Big Width Max React Max Grav Uplift Max MW17RS Uplift Max C&C Uplift Mas Uplift Maxi urn.
I Pin (Wall) 1 3.5 in steel 2.48 in 1,5791hs - - -
- 0 lbs -
7 H Roll (Wall) 1 3.5 in Stet 2.39 in 1,525 lbs - - -
- 0 lbs
Material Summary Bracing Summary
Tr SP (ALSC6-2012) SSDense 2x6 TC Bracing Sheathed or Purlins at 5-0-0, Pudin design by others.
BCSPF N2 2x8 BC Bracing Sheathed or Pudins at 10-M, Pullin design by Others.
Webs SPF U2 2.4
Loads Summary
1) This tmss has been designed for the effects due to 10 psfbottom chord live load plus dead loads.
2) This tmss has been designed forthe effects ofa balanced design snow load (Ps = 38.5 psf) and unbalanced design snow bads (9 /12, 11.5 psfwind, 38.5 psffee, 35.5 psf Ice over
peak to 6.2 :)for h ips/gables in accordance with ASCE7 -10 with the following user defined input 50 psfgound snow load (Pg),Temain Category C, Exposure Category Partially
Esposml (Ce= 1.0). Build ing Category B 0= 1.0), Thermal Condition Cold ventilated (Cl= 1. 1), Roof Slope Factor (Cs = 1.00), DOL= 1.15.
3)1h is trusshas been designed for the effects ofa 15 psf live load computed in accordance with IBC 2012 assumingslope=9 /12 and area suppcned =52.67 fl -2.
4) Minimum stomg: attic loading in accordance with IBC Table 1607.1 has been applied
Load Case D 1: Std Dead Load
Distributed Loads
Member Location 1 Location 2 Direction Spread Stan Load End Load Tab Width
Top CIA -I-2-0 12-M Do— Rat 3 psf 3 psf 24 in
Member Forces Summary Table indicates: MemberM, max Csr, res axial force, (max compr force ifdifferent from near axial force)
TC 11-1 0.039 71 lbs 3A 0.656 441 lbs 1-71 lbs) 6-7 0.472 -1,89716:
I-2 0.483 -1,90816: 4-5 0.682 42316: (-75-lbs) 7-12 0.036 661bs
2-3 0.527 -1,47516: 5.6 0.549 -1,460 lbs
BC7-8 0.789 1,25716: 8-10 0.817 1,257 lbs 10-1 0.717 1,257 lbs
Webs 2-10 0.191 74416: (441bs) 3-5 0.901 -1,72516: 6-8 0.201 781 lbs (-271bs)
Notes:
1) When this truss has ban chosen for quality assurance inspection, the Plate Placement Method per TPI 1-2002/A3.2 shall be used. Cq = 1.17.
NOTICE Acopy ofthis design shall be famished to the enation contmctor.'Ihe design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy
Simpson Strong -Tie Company
and completeness of the information set forth by the Building Designer. A seal on this drawing indicates acceptance of pmfessional engineering responsibility solely for the truss component design
shown. See the cover
page and the "Important Information &Gcneml Notes" page for additional infomratlon. All connector plates shall be manufactured by Simpson Strung -Tie Company, btc in accordance with ESR -2762. All connector plates
are 20 gauge, unless the specified plate sim is followed bya ••-18"which indicates an 18 gauge plate, or "SN 18", which indicates a high tension 18 gauge plate.
[CALCUI TION OF`DESIGN WIND LOADS -.MP2
Mounting Plane Information
Roofing Material
KZ
Comp Roof
Table 6-3
PV SystemType _
`
_ _ SolarCity SleekMountT"
_
Spanning Vents
V
No
Fig. 6-1
Standoff (Attachment Hardware
_ _ _ _ _ _.
Comp Mount Type C
Section 6.5.6.3
Roof Slope
qh
370
Fig. 6-11B/C/D-14A/B
Rafter Spacing_ _ _ _..
.�._ . _ 24 C.
Section 6.2
Framing Type / Direction
Y -Y Rafters
T -allow
Purlin Spacing__ _ _ _ ...X
-X Purlins Only_,
- _ _ _ _ - _ —NA-------
NA--__-__Tile
DCR
TileReveal
Tile Roofs Only
NA
TIe,Attachment System % _ __-
Tile Roofs Only
_ _— _ _ a NX�
Standing Seam/Trap Spacing
SM Seam OnlyNA
Wind Design Criteria
Wind Design Code-
KZ
---ASCE7-05 �_-._._m
Table 6-3
Wind.Design Method _ _ _ _
_ �_
- _ Partially/Fully Enclosed Method
_
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 Height
_ _
@� �h�
_ _ ._.-_ __-___—_- - -----.—_--_—
_ 15 ft
Section 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure
KZ
0.85
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 _
V Table 6-1
Velocity Pressure
qh
qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I)
Equation 6-15
��
3 psf
18.5 psf
_ m T -actual �.
Wind Pressure
Ext. Pressure Coefficient U
GC
-0.95 Fig. 6-11B/C/D-14A/B
Ext. Pressure Coefficient (Down)
GC,) poW„) _
0.88 Fig. 6-11B/C/D-14A/B
Design Wind Pressure
p
p = qh (GC) Equation 6-22
Wind Pressure Up
P(UP)
-17.6 psf
Wind Pressure Down
down
16.2 psf
ALLOWABLE STANDOFF SPACINGS
X -Direction
Y -Direction
Max Allowable Standoff Spacing
Landscape
72"
39"
Max Allowable.Cantilever .� _ -
_ Landscape _
_.-
_
_ 24" i
NA
Standoff Configuration
Landscape
Staggered
_
Max Standoff Tributary Area_ _
Trib
_ w 20-sf
PV Assembly Dead Load
W -PV
��
3 psf
Net Wind Uplift at Standoff _ _
_ m T -actual �.
-
_ _ -315 lbs ss
t Capacity
Uplift Capacity of Standoff
Standoff
T -allow
500 lbs
- ___.
Standoff Demand Ca aci
DCR
-
63.0%0
-
X -Direction
Y -Direction
Max Allowable Standoff Spacing
Portrait
48"
65"
Max- Allowable Cantilever _ _ ®
_ _ _Portrait _ - _
, _ _ _ - 18" - _
-
NA_
Standoff Configuration
Portrait
Staggered
_
Max Standoff,Tributary_Area -,� - _
` - _- Trib __
_ _. 22 sfY
PV Assembly Dead LoadW-PV
.� -
3 psf
Net Wind Uplift at Standoff, —'
_ T actual
v -349 lbs
Uplift Capacity of Standoff
T -allow_
—_
500 lbs
Standoff Demand Ca aci - --'-
-DCR-
- _ '-� _ - - 69.8%
LOAD ITEMIZATION - MP3 -'
PV System Load
PV Module Weight (psf) _ _ _ _ _2.5 psf
Hardware Assembly Weight sf - -� -� ^ - Y 0.5 psf
PV System Weight s 3.0 psf
Roof Dead Load
Non -PV Areas
Material
Load
Roof Category Description
Lo
MP3
Table 4-1
Existing Roofing Material _
At
Comp Roof _ _ _ __(_!_L r
2.5 psf _
Re -Roof
No
.- _ --W-
WSnow
rl
Undeament _ _ _ _ _ _
-- y
- _
Roofing Paper
_ — -
_ 0.5 psf _
Plywood Sheathing
Rz
Yes
1.5 psf
- -----------_.
Board Sheathing _ _ .._
_ _ _
- _ No_ ne_ • . _ - _
-
_ .. -.
_ _.._
Rafter Size and Spacing
Lr
2x 10 @ 16 in. O.C.
2.9 psf-
. ._t.- _ _— _-.- ..�-_ _ _ _ .
Vaulted Ceiling
___.. - _ �_ �...__...
_ _ ..
.. __ No ! -
_
Miscellaneous
Miscellaneous Items
1.1 psf
Total Roof Dead Load
8.5 psf MP3
8.5 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
7/12
.- _ --W-
WSnow
TributaryArea Reduction -- -__
_ Rl _ _
A.� A _ -1 _ _ _ — _ _
.Section 4.9_ _
Sloped Roof Reduction
Rz
0.85
Section 4.9_
_
Reduced Roof Live Load --
Lr �—
_ _ _
- 4 = Lo (Q (Rz) - Y
_ E uation -
Reduced Roof Live Load
Lr
17 psf (MP3)
1 17.0 psf
Reduced Ground/Roof Live/Snow Loads
Code
Ground Snow Load
p9
50.0 psf
ASCE Table 7-1
Snow Load Reductions Allowed?
Ps -roof
y Yes
ASCE Eq: 7.4-1
77%
Effective Roof Slope
300
Horiz. Distance from Eve to Ridge
.- _ --W-
WSnow
Snow Importance Factor
Is
1.0
1.5-2
T ' Partially posed- �- _
_Table
Snow Exposure Factor
1.0
Table 7-2
Snow Thermal Factor
Ct
Structures kept just
1 above freezing
Table 7-3
Minimum Flat Roof Snow Load (wj
Rain -on -Snow _ _ _
pf-m.n
_ _
38.5 sf
7.3.4 & 7.10
Flat Roof Snow Load
pf
pf = 0.7 (Ce) (C) (I) pg pf > pf-min
Eq: 7.3-1-
38.5 psf
77%
ASCE Design Sloped.Roof Snow LoadOver Surrounding Roo
Surface Condition of Surrounding Roof
Cs -roof
All Other Surfaces10
Figure 7-2
Design Roof Snow Load Over
g
Surrounding Roof
Ps -roof
Ps -roof = (Cs -root) Pi
ASCE Eq: 7.4-1
77%
38.5 psf
ASCE Design Sloped Roof Snow Load Over PV Modules
Surface Condition of PV Modules
CS -PV
Unobstructed Slippery Surfaces
0.7
Figure 7-2
Design Snow Load Over PV
Modules
Ps °"
ps_°" _ (CS -PV) Pf
ASCE Eq: 7.4-1
510/0
25.7 psf
LOAD ITEMIZATION - MP3 -
PV System Load
PV Module Weight (psf) 2.5 psf -
Hardware Assembly Weight (psf) 0.5 psf
PV System Weight 3.0 psf
Roof Dead Load
Non -PV Areas
Material
Load
Roof Category Description
_ _
_ MP3
Comp Roof Y (1 Layers)
2.5 psf _
Existing Aqofipg, Material _ _
_ _
Re -Roof
16.0 ft
No
Roofing Paper
Tributary _Area Reduction ._, ..
Underlayment
_ _.
a_ 0.5 psf
Plywood Sheathing
-
µ Yes
1.5 psf
Board Sheathing
_
_ _ None
Equation 4 2
Rafter Size and Spacing
Lr
2x 10 @ 16 in. O.C.
No
2.9 psf
Vaulted Ceiling _. _
_. _ ._.�_
38.5 psf
Miscellaneous
Rain on -Snow Surcharge) _ ,-_ w
Miscellaneous Items
1.1 psf
Total Roof Dead Load
.,
8.5 psf (MP3)
8.5 Psf
Reduced Roof LL
Non -PV Areas
Value
ASCE 7-05
Roof Live Load_
Lo
20.0 psf
Table 4-1
Member Tributary
_ _ _ _
Hord ,Distance,from Eve to,Ridge_.,
< 200 sf_
7/12
16.0 ft
Roof Slope
Tributary _Area Reduction ._, ..
_ Rl
y 1
Section 4.9
Sloped Roof Reduction
Rz
0.85
Section 4.9_
Reduced Roof Live Load -
Lr
' Lr = Lo (Rl) (R2)
Equation 4 2
Reduced Roof Live Load
Lr
_ 17 psf (MP3)
17.0 psf
Reduced Ground/Roof Live/Snow Loads
Code
Ground Snow Load
pg
50.0 psf
Yes
' � ' - _ . _. _.' 300._._
ASCE Table 7-1
Snow Load Reductions Allowed?
Effective Roof Slope
_ _ _ _
Hord ,Distance,from Eve to,Ridge_.,
_
W
16.0 ft
Snow Importance Factor
IS
1.0
Table 1.5-2
Snow Exposure Factor
Ce
Parfialll 0�posed
Table 7-2
Snow Thermal Factor
Structures kept just above freezing
Table 7-3
Minimum Flat Roof Snow Loa&(_w/___
Pf'"""
38.5 psf
7.3.4 & 7.10
Rain on -Snow Surcharge) _ ,-_ w
Flat Roof Snow Load
pf
pf = 0.7 (Ce) (Ct) (I) pg; pf > pf-min
Eq: 7.3-1
38.5 psf
77%
ASCE Design Sloped Roof Snow Load Over Surrounding Roo
Surface Condition of Surrounding Roof
Cs -roof
All Other Surfaces
Figure 7-2
Design Roof Snow Load Over
Surrounding Roof
Ps -roof.
Ps -roof = (Cs -roof) Pf
ASCE Eq: 7.4-1
77%
$8.5 Psf
ASCE Design Sloped Roof Snow Load Over PV Modules
Surface Condition of PV Modules
CS _P"
Unobstructed Slippery Surfaces
0.7
Figure 7-2
Design Snow Load Over PV
Modules
PS P"
PS -P" _ (CS-PJPfASCE
Eq: 7.4-1
510/0
25.7 psf
WoodWorkso
COMPANY
PROJECT
SOFMARF FOR WOOD DESIGN
Mar. 18, 2015 10:10
MP3.wwb
Design Check Calculation Sheet
WoodWorks Sizer 10.2
Loads:
Load
Type
Distribution
Pat-
Location [ft]
Magnitude
Unit
_
Anal/Des
tern
Start End
Start
End
0.17
DL
Support
Dead
Full Area
No
-
8.50 (16.0)*
psf
SNOW
Length
Snow
Full Area
Yes
1.50
38.50 (16.0)*
psf
PV
Cb
Dead
Full Area
No
1.00
3.00 (16.0)*
psf
*Tributary Width (in)
Cb support
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) :
_
Fcp sup
16'-7"
425
_
0' 1'-2"
13'-10"
Unfactored•
Dead
134
113
Snow
387
329
Factored:
Total
521
443
Bearing:
F'theta
513
513
Capacity
Joist
2984
1155
Supports
2789
""Minimum bearing
length governed by the required width of the supporting member.
Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included.
MP3
Lumber n -ply, S -P -F, No.1/No.2, 2x10, 1 -ply (1-1/2"x9-1/4")
Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger;
Roof joist spaced at 16.0" c/c; Total length: 16'-7.0'; Pitch: 7/12;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
_
Anal/Des
Joist
0.17
0.38
Support
0.19
-
Load comb
#2
#4
Length
3.50
1.50
Min req'd
0.65**
0.57
Cb
1.11
1.00
Cb min
1.57
1.00
Cb support
1.25
_
Fcp sup
425
_
❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP3.wwb
WoodWorksO Sizer 10.2
Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
36
Fv' =
155
fv/Fv' =
0.23
Bending(+)
fb =
769
Fb' =
1273
fb/Fb' =
0.60
Bending(-)
fb =
26
Fb' =
512
fb/Fb' =
0.05
Deflection:
Emin' 0.51 million 1.00 1.00 - - - -
1.00
1.00 -
4
CRITICAL LOAD COMBINATIONS:
0.28 =
L/617
0.98 =
L/180
0.29
Interior Live
Total
0.38 =
L/460
1.47 =
L/120
0.26
Cantil. Live
-0.08 =
L/194
0.18 =
L/90
0.46
Total
-0.11 =
L/145
0.27 =
L/60
All LC's are listed in the Analysis output
0.41
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 -
4
Fb1- 875 1.15 1.00 1.00 0.402 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 -
4
Emin' 0.51 million 1.00 1.00 - - - -
1.00
1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 381, V design = 334 lbs
Bending(+): LC #4 = D+S (pattern: sS), M = 1371 lbs -ft
Bending(-): LC #2 = D+S, M = 47 lbs -ft
Deflection: LC #4 = (live)
LC #4 = (total)
D=dead L=construction S=snow W=wind I=impact Lr=roof constr.
Lc=concentrated
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in
this span
_=no
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.
FII WOodWOrkS® Sizer SOFTWARE FOR WOOD DESIGN
MP3.wwb
Woodworks® Sizer 10.2
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
36
Fv' =
155
fv/Fv' =
0.23
Bending(+)
fb =
769
Fb' =
1273
fb/Fb' =
0.60
Bending(-)
fb =
26
Fb' =
512
fb/Fb' =
0.05
Deflection:
Bending(+): LC #4 = D+S (pattern: sS), M = 1371 lbs -ft
Bending(-): LC #2 = D+S, M = 47 lbs -ft
Deflection: LC #4 = (live)
Interior Live
0.28 =
L/617-
0.98 =
L/180
Lc=concentrated
0.29
Total
0.38 =
L/460
1.47 =
L/120
0.26
Cantil. Live
-0.08 =
L/194
0.18 =
L/90
Deflection: EI = 139e06 lb -int
0.46
Total
-0.11 =
L/145
0.27 =
L/60
Bearing: Allowable bearing at an angle F'theta calculated for each support
0.41
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 -
4
Fb'- 875 1.15 1.00 1.00 0.402 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 -
4
Emin' 0.51 million 1.00 1.00 - - - -
1.00 1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 381, V design = 334 lbs
Bending(+): LC #4 = D+S (pattern: sS), M = 1371 lbs -ft
Bending(-): LC #2 = D+S, M = 47 lbs -ft
Deflection: LC #4 = (live)
LC #4 = (total)
D=dead L=construction S=snow W=wind I=impact Lr=roof constr.
Lc=concentrated
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in
this span
_=no
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 DESIGN WIND LOADS -MP3_
Mounting Plane Information
Roofing Material
KZ
Comp Roof
6-3
PVSystem_Type k, _
_
_ SolarCity_SleekMountT"
.. _
Section 6.5.7
Spanning Vents
V
No
Fig. 6-1
Standoff (Attachment Hardware)
_ _�- - _ _
_ _ _ C- - _ -_ _ �- _ _.
-Como Mount Type C
Roof Slope
qh
300
Fig. 6-11B/C/D-14A/B
Rafter_Spacing_ _ _, —
_.-
_ _ 16
Section 6.2 -
Framin Type / Direction
Y -Y Rafters
T -allow
Purlin Spacing_, - _ _ --�
Tile Reveal
_X-X,Purlins Only_
Tile Roofs Only
_. NA
NA
_
Tile Attachment System _ „
.Tile Roofs Only =
, _TM NAv
Standing Seam/Trap Spacing
SM Seam Only
NA
Wind Design Criteria
Wind Design Code
KZ
0.95Table
6-3
Wind Design Method—
_ _.
—ASCE-7-05
__- _ 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 Height
7, h
25 ft -'I--
Section 6.2 -
Wind Pressure Calculation Coefficients
Wind Pressure Exposure
KZ
0.95Table
6-3
Topographic Factor —
KZt�_®
_ -.
w _ _ 1.00
.. _
Section 6.5.7
Wind Directionality Factor
Kd
0.85
Table 6-4
Importance Factor
I
1.0
Table 6-1
Velocity Pressure
qh
qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I)
Equation 6-15
3 psf
20.6 psf
_ T_actuat
Wind Pressure
Ext. Pressure Coefficient U GC
-0.95 Fig. 6-11B/C/D-14A/B
Ext. Pressure Coefficient (Down) GC (Down)
0.88 ri Fig. 6-11B/C/D-14A/B
Design Wind Pressure p
p = qh (GC) Equation 6-22
Wind Pressure Up p „pl
-19.6 psf
Wind Pressure Down down
18.0 psf
ALLOWABLE STANDOFF SPACINGS -
X -Direction
Y -Direction
Max Allowable Standoff Spacing
Landscape
64"
39"
Max Allowable CantllevJ� _
Landscape _
_
_ _. _. 24_ _ - '
NA
Standoff Configuration
Landscape
Staggered
Max Standoff Tributary_Area _ _ _ _
-. Tribe
_ 22 sf
PV Assembly .Dead Load, _
_ W -PV
3 psf
Net Wind Uplift at Standoff
_ T_actuat
_ �.� 39C lbs'
Uplift Capacity of Standoff
T -allow
500 lbs
—j6 _Y _.._ __
Standoff Demand Ca aci �`
_ _--62.96/-.---
DCR
_ __- -
�
--
X-Direction
Y -Direction
Max Allowable Standoff Spacing
Portrait
48"
65"
Max Allowable Cantilever_ _ s_. _.
_ Portrait- v
_
'- ___ 17"`
W
Standoff Configuration
Portrait
Staggered
Max Standoff Tributary Area ____ _
Trib_ _
_ 22 sf
PV Assembly Dead Load
W -PV
3 psf
Net Wind_Uplift at Standoff w._
,— Tactual '
_ �.� 39C lbs'
Uplift Capacity of Standoff
T -allow
500 lbs
Standoff Demand Ca aci
_
- • DCR 7
77.9010
' The Commonwealth of Massachusetts
i Department of Industrial Accidents
lel - Office of Investigations
I Congress Street, Suite 100
a ¢. Boston, MA 02114-2017
www mass gov/dia
Workers' Compensation Insurance Affidavit: Builders/Coiitractors/Clectricians/Plumben
Anulicant Information Please Print Lgg&ly
Name (Busine.WOrganization/individual): SOLARCITY CORP
Address: 3055 CLEARVIEW WAY
City/StatetZi :0"IY Ivam1 CV, %,P% VG Phone 0: 000-f
Are you an employer? Check the appropriate box:
Type of project (required):
1. R I am a employer with 5000 _
4. ❑ 1 am a general contractor and i
b• New construction
employees (full and/or part-time).*
2. C1 I am a sole proprietor or partner-
have hired the sub-contrac(ors
listed on the attached sheet.
7, ❑Remodeling
ship and have no employees
These sub -contractors have
g. [) Demolition
workin for me in an capacity.
g y9.
employees and have workers'
comp. insurance
❑ Building addition
[No workers' comp. insurance
required.]
.11
5• ❑ We are a corporation and its
10.0 Electrical repairs or additions
3.0 1 am a homeowner doing all work
officers. have exercised their
i LEI Plumbing repairs or additions
myself. [No workers' comp.
right of exemption per MGL
12.[] Roof repairs
insurance required.] i
c. 152, §1(4), and we have no
13. Other SOLAR / PV
employees. [No workers'
comp. insurance required.]
*Any applicant that checks box N1 must also rill out the section below showing their warkers' compensation policy information.
I Homeowners who submit this affidavit indicatingthey are doing all work and then hire outside contractors trust submit a new anidevit indicatirtg such.
IContraetors 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. irthe sub -contractors have employees. they must provide their workers' comp. policy number.
I am an employer float Is providing workers' compensation insurance for my employees. Below is the policy and, job site
hrformallen.
Insurance Company Name: LIBERTY MUTUAL INSURANCE COMPANY
Policy # or Self -ins. Lic. #: WA7-66D-066265-024 Expiration Date: 09/01/2015
Job site Address: 452 Massachusetts Ave City/State/Zip:North Andover 0181,Q
V.
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date').
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DiA for insurance coverage verification.
do hereby cert ander the pains and penalties of perjury that the h-ftormadon provided above is true and correct.
4/14/15
Phone #:.
Official use only. Do not write In this area, to be completed by city or town official.
City or Town: Permit/License #
Issuing Authority (circle one)
1. Board of Health 2. Building Department 3. Chy/Town Clerk 4. Electrical inspector S. Plumbing Inspector
b. Other
Contact Person: Phone #:
AI iJ'CERTIFICATE OF LIABILITY INSURANCE !}ATE (MM/IIOiYYYYI
OZstM4A
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.
the terms and conditions of the Policy,
cerdf)cate holder In Ileu of such endo".
PRODUCER
MARSH RISK 8 INSURANCE SERVICES
345 CALIFORNIA STREET, SUITE 1300
CALIFORNIA LICENSE NO. 0437153
SAN FRANCISCO, CA 84104
9983011•STND-fiAWUE• 14.15
INSURED
Ph (650)9634100
Soloaty (wean
3055 CIeTrv1ew Way
San M auto, CA 94402
policies may require an endorsonenl A statement on this certificate does not confer rights to the
INSURERS) AFFORDING COVERAGE
INSURER A : Liberty Mutual Fate IAsurmoa Company
INSURER 0: Ubedy Inswanoe CorporaM%r
INSURER C: NIA
INSURER 0:
INSURER E:
FAX
' (A:C, No):
CN]VERAGES CERTIFICATE NUMBER- RFA.Oe74d0764 07 RFVISIQM MtI1111APIT! d
NAIL a
16566
42404
fNIA
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER
DOCUMENT VVITH RESPECT 70
WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE: INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL
THE TERMS.
C. XCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCER BY PAID CLAIMS.
ANI - 'AODLISLItBR POLICY EFF POUGY EXP'
T TYPE OF INSURANCE I POLICY NUMBER •. B <. M YY
UMITS
A GENERAL UAMIITYT62661.066265A14 0541172014 DAR)I12015
EACH OCCURRENCE E
1.000.000
x COMMERCIAL GENERAL VATIII.IIY '.
DAMAGE TO ftfNTED
s
X
PREMISES IEs otAunenro) ,
t CLAWS -MADE I OCCUR
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PERSONAL&ROVINJURY Is
1,000000
I
GCNERAi AGGREGATE S
2,0010001
GEML AGGREGATE I IMIt APPLIES PER
PRODUCTS • COMPIOP AGO < S
201000
x PGUCY ; X PROjEC' I Loc
Do dudW s
25,000
A AUTOMOBILE UAeIUTY AS2-661-066265.044 =112014 101,01f2olb
COMBINED SINGLE LIMIT
(Ea acCwerd) 5
1.000,0
x I ANY AUTO :
l ROI)II Y INJURY (Per Parson! S
ALL OWNF.O j SCNEOULEU
AUTOS AUTOS
r
BODILY iN1URYTPeraeddnrn) 5
NON OWNED
X I IIRLO AUTOS x , AUTOS f
PROPERTY OAaaAGE I
(Per awward) : 5
x aPhys.Damap III
COMPIC.OLI,Ot•0: S
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UMBREUA LDAs _ OCCUn a �
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B WORKERS COMPENSATION WAI-66NWF85024 QT(1112014 109,0172015
d
X ; WC STATUS GTN••
AND EMPLOYERS' LIABILITY �
B YIN 'WC1.66"6G265.034MII 109�112014 F0910112(n5
,TORY LIMtI S ER ,
?
1,000,000
ANVPROnRi[Tr7A'/PAR7lNs'.11Q:KN.irtJiatAR^ i
M N N I A
CL LACf1ACCIDENT S
8 OFrICERIMEM8LR EXCLULJEO7
jINandatorytnNH) WC"DEOIICTIBLE:3350.000
Lt DISEASE •EAEMPLOYEE s
1.000.000''
E r vas dosaft Lndor
t
1,0fI0,000
DESCRIPTION Of GIVE, RAI QS twow
UI DISEASE POLICY LIMIT 5
i
OMCRIPMM OFOPERAI[ONS I LOCATIONS i VEHICLES NAttach ACORO 101, AddWompt Remarks Sehoduto, It more apace Is raqulred)
1. VQItnm el Ifturatwe
I
solwOry Callnralr at
3055 Cieantiew Way
San Malum. CA 94402
67SOULD ANY OF THE A VE DESCRIBED POUC1ES IUE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE 'VOLL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Math Risk L Insurance Services
ChanoS Marmoitlo
b 1888-2010 ACORD CORPORATION. All rights reserved.
ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD
,��R CERTIFICATE OF LIABILITY INSURANCE
OOCUMENT NTH RESPECT TO WHICH THIS
11A�297�014
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
FtEPRiESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
INPORTANT: It the certificate holder Is an ADDITIONAL INSURED, the poficy(ies) must be endorsed. If SUBROGATION.13 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 fhoWer In lieu of Such endorsements . -
PRODUCER
MARSH RW A INSURANCE SERVICES
CONTACT
NAME,
PHONE I FAIL
345CALIfORNIA STREET, SUITE 4300
INc.Nq Ertl: (AIG, No);
CAU.FWNIA INCENSE NO. (9371153
E.AAJUL
SAN FRAItiG1SCD, CIL 94104
ADDRESS.:
+ CLAtMS•MAOE ! X I OCCUR I
I0!!1kER(3) AFFORDING COVERAGE NAIL 0
99B30t STND C�AWlJE 74.15
11194FIGR..A :Liberty MUI" File'MUrMW COMPany 1&SiIIi
INSURED
INRUp R e : Libefly lnsttaance Ctx( raGOn 424M
Ph (656) 963.5100
StaIX01 r Coipetadon
WSURER C,: NIA 'NIR
3055 C ealvi9w Way
ANSURER o
San Wiwi, ICA 94402
�
GENERA[ AGGREGATE
INSURER E :
INSURER t �,
COVERAGES CERTIFICATE NUMBER: SEA•002440269.02 REVISfON 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. NOTVIATHSTAND)NG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTkACT OR OTHER
OOCUMENT NTH RESPECT TO WHICH THIS
CERTIFICATE I`IIAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
E XCLUSIIONS AND CONDITIONS OF SUCH POLICIES LIMITS SI [OWN MAY HAVE, BEEN REDUCED BY PAID CLAIMS.
TNS� AODLtSUHRPOLICY ECP
TRj aPIE OF INSURANCEPOLICY NUaABER as a ( mmmlyyyyy
LIMITS
A
' GENERAL LIASS.ITY I ; -66i-066265-01409,0142014
0910111015
EACH OCCURRENCE
$ 1.000.000
ITB?
X COMMERCIAL GENERAL €V1(1[l FTY I
C I
' DAMAGE TO NENTED
PREMISES(EaoeTurte col is
100,000
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T
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�
i
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S
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'
i
S
• Id iL$1ALJItTS ! AUTOS
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I EACH OCCURRENCE
E
is jI
FACESSaJAD CLAIMS MADE'
I
AGGREGATE:
S
I
0 0 RETENTIONS
i
S
B ;NreRIIERSCOMPENSATION I WAi.660-M2M24 :099112014 010117015
X 1ACSTAT5OTI1-
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B
TORY UM S ER
,
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fp
ANr PROn'R.ETORiPART.NiHtl xi L`U1 WE -
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S 1.000:000
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i
LIESCAIPTJON, OF OPEIIATtONS I LOCAT)ONS I VEHICLES {Attach ACORD 101, Add111onal Remarko Sehodulo, H more space Is required)
(Vd3i?1iJ6S 1�SilfiitlLE
I
s a C:iy cwp0121.tin
055 CICSnrieW Way
San Mateo, CA 9440?
ACORD 26 (2(111011)5)
S" iOULG ANY OF THE ABOVE OESCRiRED POLICIES BF CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED, IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHOARED REPMENTATIVE
of Mash Risk L Insurance Sesvicov
Charles Marm aie(o .�
The ACORD name and logo are registered marks of ACORO
Ali rights reserved.
91te
' Office of Consumer Affairs a`nd Business Regulation
s"
10 Park Plaza a Suite 5170
V I"
Boston, Massachusetts 02116
Home Improvement Contractor Registration
SOLAR CITY CORPORATION
CRAIG ELLS
3055 CLEARVIEW WAY
SAN MATEO, CA 94402
t�>;s wn� C5 xr..s cr �a,a.�;aiaat
y '
Office of Consumer Affairs & Business Regulation
'HOME IMPROVEMENT CONTRACTOR
Registration: 168572 Type:
Expiration: 3/8/2017 Supplement Cana
SOLAR CITY CORPORATION
CRAIG ELLS
24 ST MARTIN STREET BLO 2UN1
I•` ALSOROUGH, MA 01752 Undersecretary
Registration: 168572
Type Supplement Card
Expiration: 3/8/2017
Update Address and return card. N1 ark reason for change,
Address ; Renewal j Employment ? Lost Card
/License or registration valid for individul use only
before the expirution date. If found return to:
Office of Consumer.Affairs and Business. Regulation
10 Park plan - Suite 5190
Boston, MA 02116
s"
I*Iot vali w itatout signature
OWAI'0'ls ...:a
'.;; :.
.ryes. CS -107663
CRAIG ELS
206 BAKER STRER'I'
Keene NH 03431
08129/2017
E
` Office of Consumer Affairs nd Business Regulation
-- 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement .Contractor Registration
SOLAR CITY CORPORATION
JAYMIE STANTON
24 ST MARTIN STREET BLD 2UNIT 11
MARLBOROUGH, MA 01752
SCA 1 0 20M-05/11
i
Xf,lCG777 //4tt./ILI1<'f11W(/��%'M"j.i!!!!!j!-'16
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office of Consumer Affairs & Business Regulation
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%4�Wegistration: 168572 Type:
Expiration: 3/8/2017 Supplement Card
SOLAR CITY CORPORATION
Registration: 168572
Type: Supplement Card
Expiration: 3/8/2017
Update Address and return card. Mark reason for change.
Fj Address ❑ Renewal F� Employment R Lost Card
License or registration valid for individul use only
before the expiration date. If found return to:
Office of Consumer Affairs and Business Regulation
10 Park Plaza - Suite 5170
Boston, MA 02116
JAYMIE STANTON
3055 CLEARVIEW WAY
SAN MATED, CA 94402 .Undersecretary Dot valid without signature
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