PMT16-02301 City of Menifee Permit No.: PMT16-02301
29714 HAUN RD. Type: Residential Electrical
<ACCEL/> MENIFEE,CA 92586
MENIFEE Date Issued: 0 7/2 912 01 6
PERMIT
Site Address: 25314 COUNTRY FAIR DR, MENIFEE, CA Parcel Number: 339-372-003
92584 Construction Cost: $48,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR SYSTEM, 31 PANELS, 31 MICROINVERTERS, 10.14 kW
Work:
Owner Contractor
APRIL FISHER SUNPRO SOLAR INC
25314 COUNTRY FAIR DRIVE 34859 FREDRICK STREET STE 101
MENIFEE, CA 92584 WILDOMAR,CA 92595
Applicant Phone:9516787733
BRAD CARRICO License Number.830451
SUNPRO SOLAR INC
34859 FREDRICK STREET STE 101
WILDOMAR, CA 92595
Fee Description OQt Amount($1
Solar, Residential or Small Commercial 1 252.00
Building Permit Issuance 1 27.00
Additional Plan Review Electrical 158 157.50
GREEN FEE 1 2.00
SMIP RESIDENTIAL 1 , 7.00
General Plan Maintenance Fee-Electrical 1 12.60
$458.10
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION propertywho builds or improves thereon,and who contracts forthe projects
hereby affirm under penalty of perjury that 1 am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class 1—/0 License No/��.���/S` l By my signature below 1 acknowledge that,except for my personal residence
Expires Signature in which I must have resided for at least one year prior to completion of
Improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION
have built as an owner-builder if it has not been constructed in its entirety by
❑I hereby affirm under penalty of perjury one ofthe following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which wwvv.leRinfo.ca.Rov/caIavv.html.permit is issued. w
Policy# Date
o I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 ofthe Labor Code,for the performance ofthe work for which o By my signature below I certify to each ofthe following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: �////L� application and the information I have provided is correct.I agree to comply
Carrier � (. FL.� " with all applicable city and county ordinances and state laws relating to
/
building construction.I authorize representatives of this city or county to
Policy# p_ oSI 559-1Y Expires '�/ �'- , enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred /C---Date 7— — /
dollars($100)or less
PROPERTY OWNER OR AUTHORIZED AGENT
o I certify that in the performance of the work for which this permit is issued,
I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 ofthe Labor
Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant Jv Date 7_,�Q—��p mixture containing a hazardous material equal to or greater that the
amounts snpelfled on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes Wo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Willtheintended use ofthe building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air quality Management Districtconstruction
or See permittingionfrom
checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guideline
CONSTRUCTION LENDING AGENCY oyes
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility he within 1000 feet ofthe
lending agency for the performance of the work which this permit is issued outerboun ryofaschool?
(Section 3097 Civil Code) o Yes o
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAOMD
I hereby affirm under penalty of perjury that 1 am exempt from the permitting checklist I understand my requirements under the State of
Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning
hazardous aerial reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes
Business and Professions Code).Any city or county that requires a permit to � Date / `cf?f-/rY
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions ofthe Contractors State EPA RENOVATION.REPAIR AND PAINTING(RRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 ofthe The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
o 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion ofthe work,and the structure is www.eoa.gov/lead or contact the National Lead Information Center at
not Intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not Intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that R was
not built or improved for the purpose of sale. D No EPA Lead-Safe Certified Firm is required for this project because:
01,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
EsGil Corporation
In partnership with Government for Buifding Safety
DATE: 07/26/2016 ❑ APPLICANT
IRIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-02301 SET: I
PROJECT ADDRESS: 25314 Country Fair Dr.
PROJECT NAME: Fisher 31 AC module rooftop PV System
® The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® Esgil Corporation staff did not advise the applicant that the plan check has been completed.
❑ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:�_ n Telephone #:
Date contacted: (� (� ) Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Morteza Beheshti Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 7/20
9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-00448.e
07/26/2016
ADO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02301
PREPARED BY: Morteza Beheshti DATE: 07/26/2016
BUILDING ADDRESS: 25314 Country Fair Dr.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Manual Input
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
IV Repeats o-Hourly 1.5 Hrs. @'
EsGil Fee $105.00 $157.50
Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
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7/14/20161
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your p tons i
i ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS I i
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i Structural Calculations for W SOLAR PANEL SYSTEM CONNECTIONS at: > !
25314 Country Fair Dr
Menifee,CA 92584 L
! (L.L I
i Fisher, April i
Prepared For: i
City of Menifee
Building & Safety Dept.
Sunpro Solar
I 34859 Fredrick St.Ste 101 JUL 19 2016 i
Wildomar,CA 92595
(951) 678-7733 I
Received
! Design Criteria �l !
I ` '
OI
i 1- Code: CALIFORNIA BLDG CODE 2013/ASCE 7-10
2- Wind: 1]0 MPH,Exposure: C
1 3- Wood Species: Douglas Fir Larch(G=0.5) i
! Notice:Use restrictions of these calculations. !
iThe attached Calculations may be electronically stamped/signed as permitted by engineer of record. �q
Contractor/Client to verify existing dimensions/conditions prior to construction.
The use of these calculations is solely intended for the above mentioned project.
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909.656.04211Info@YourSolarPlans !
I__ — — — 21308 PATHFINDER RD_SUITE 219_DIAMOND BAR,CA 91765
- -—--—--—--—-
I
I WIND LOADING ANALYSIS -Roof Components and Cladding I
Per ASCE 7-10 Code for Bldgs.of Any Height with Gable Roof 0<=450 or Monoslope Roof 0<=3"
Using Part 1 &3:Analytical Procedure Section 30.4&30.6 I
Job Name: Fisher Residence Sub'ect: Wind Analysis for 2-Story Building '
Job Number: In/a I Originator: Checker:
�Input Data:
Wind Speed,V= 110 mph (Wind Map, Figure 26.5-1A-C)
j Bldg. Classification= II (Table 1-1 Occupancy Category)
I
Exposure Category= C (Sect. 26.7)
Ridge Height,hr= 25.55 ft. (hr>=he) j
Eave Height,he= 16.00 ft. (he<=hr)
I Building Width= 45.00 ft. (Normal to Building Ridge) )
Building Length= 45.00 ft. (Parallel to Building Ridge)
Roof Type= Gable (Gable or Monoslope) P I
Topo. Factor, Kzt= 1 00 (Sect. 26.8&Figure 26.8-1)
lan
Direct. Factor, Kd= 0.85 (Table 26.6) I
Enclosed?(YIN) Y (Sect. 28.6-1 &Figure 26.11-1) i
Hurricane Region? N u
Component Name= Fastener (Purlin,Joist,Decking, or Fastener) h'
Effective Area,Ae= 548.08 fLA2 (Area Tributary to C&C)
Overhangs? (YIN) N (if used,overhangs on all sides) j
jResuiting Parameters and Coefficients: Elevation j
j Roof Angle, 0= 23-7)T-1 deg. j
Mean Roof Ht.,h=1 20.78 ft. (h= (hr+he)12,for roof angle>10 deg.)
I j
'Roof External Pressure Coefficients, GCp:
I GCp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A,30.4-213,and 30.4-2C)
GCp Zone 1 Neg. = 0.80 (Fig.30.4-2A,30.4-213,and 30.4-2C) ;
I GCp Zone 2 Neg. _ -1.20 (Fig. 30.4-2A, 30.4-213,and 30.4-2C) I
GCp Zone 3 Neg. _ -2.00 (Fig. 30.4-2A,30.4-26,and 30.4-2C)
!Positive&Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1):
j +GCpi Coef. = 0.18 (positive internal pressure)
-GCpi Coef. = 0.18 (negative internal pressure)
jlf z<=15 then: Kz=2.01'(15/z )A(2/(t) , If z> 15 then: Kz=2.01'(z/zg)A(2/a) (Table 30.3-1)
a= 9.50 (Table 26.9.1)
zg= 900 (Table 26.9.1) '
Kh= 0.91 (Kh= Kz evaluated at z=h)
I
(Velocity Pressure:qz=0.00256'Kz'Kz['Kd'V"2 (Sect. 30.3.2, Eq, 30.3-1)
I qh= 23.94 psf qh=0.00256'Kh'Kzt'Kd'VA2 (qz evaluated at z=h)
(Design Net External Wind Pressures(Sect. 30.4&30.6): j
For h<= 60 ft.: p=gh'((GCp)-(+/-GCpi)) (psf) ;
IFor h> 60 ft.: p=q'(GCp)-qi'(+1-GCpi) (psf)
where: q=qh for roof ;
qi=qh for roof(conservatively assumed per Sect. 30.6)
,
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7/14/2016 2:08 PM
Page 1
-----------------:-----------------------------------------------
Wmd Load Tabulation for Roof Com onents&Cladding
Component z Kh qh =Net Desi n Pressures s
I (ft. ( sf) Zone 1,2,3 + Zone 1 - Zone 2 (-) Zone 3(-)
Fastener 0 0.91 23.94 11.49 -23.46 -33.03 -52.18
I 15.00 0.91 23.94 1'.49 -23.46 -33.03 •52.18
i20.00 0.91 23.94 1L49 -23.46 -33.03 -52.18
,
25.00 0.91 23.94 11.49 -23.46 -33.03 -52.18
For z= hr: 25.55 0.91 23.94 11.49 -23.46 -33.03 -52.18 '
i
A
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For Z=he: 16.00 U.9123.94 11.49 -23.46 -33,03 -52.18
For z=h: 20.78 0.91 23.94 11.49 -23.46 -33.031 -52.18
I Notes: 1. (+)and (-)signs signify wind pressures acting toward&away from respective surfaces. j
2.Width of Zone 2 (edge), 'a'= 4.6U
3.Width of Zone 3 (corner), 'a'= 4.50 ft,
4. For monoslope roofs with 0<= 3 degrees, use Fig. 30.4-2A for'GCp'values with'qh'.
I 5. For buildings with h>60'and 0> 10 degrees, use Fig. 30.6-1 for'GCpi'values with'qh'.
i6. For all buildings with overhangs,use Fig.30.4-28 for'GCp'values per Sect. 30.10.
7. If a parapet>= Tin height is provided around perimeter of roof with 0<=10 degrees,
j Zone 3 shall be treated as Zone 2, i
8. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf.
j 9. References :a.ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". j
b."Guide to the Use of the Wind Load Provisions of ASCE 7-02"
j by: Kishor C.Mehta and James M. Delahay(2004). j
I j
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j
7/14/2016 2:08 PM
Page 2
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Roof Components and Cladding:
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lam, w 7J ■ ) rVL
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j 0<=7 deg. 7 deg.<0<=27 deg. 27 deg.<0<=45 deg, j
j Roof Zones for Buildings with h<=60 ft.
(for Gable Roofs<=45°and Monoslope Roofs<=30)
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24 I
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ROOF PLAN !
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Roof Zones for Buildings with h>60 ft. ;
(for Gable Roofs<=10'and Monoslope Roofs<=3°) I
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7/14/2016 2:08 PM
Page 3
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I 711 4/2 01 6 1
ADEQUACY CHECK OF LAG SCREWS ALONG
EXISTING FRAMING DUE TO WIND FORCES
j (HOUSE) j
TYPICAL PROFILE: Wind Pressure, P I
I
, 0 0
I - 2 = 2 I
� I
I 1 truss spacing = 24 " o.c. 1 truss spacing = "o.c.
I
jLegend: j
1 . Existing 2x4 Truss Chord.
2 . Solar Panel Track Rail. I
j 3 . 5/16 " cp Lag Screw w/Min. 2.5" Penetration into Rafter. j
Uplift from Solar Panel Wind Forces. U j
Design Wind Pressure, P = -33.03 psf(See Attached Wind Analysis)
Trib. Depth for Each Rail, Td = 2.7 ft(5.4 ft_ 2 )
j Screw Anchor Spacing, S = 6 ft (max.)
Resisting Weight of Panels, D = Td x S x 3 = 48.6 Ibs ;
I I
j Uplift Force on Each Screw, U = P x Td x S-D = -486.49 Ibs (Upwards) j
I Check Adeguacv of Lao Screw for Pull-Out 1
iUplift Resistance Provided by 5/16 " cp Lag Screw w/Min. 2.5" Penetration into Rafter.
Penetration into Douglas Fir Larch Member Per NDS (Table 11.2A) = 266 Ibs/in
I I
Allowable Uplift Load, Ua = 1.6 x 2.5 x 266 = 1,064 Ibs > U = 486.5 Ibs [OK]
I 1
jExisting Trusses Member Check j
Truss Span = 40 ft
Roof Dead Load = 17 psf I
Panel Dead Load = 3 psf
Total Dead Load, DL = 20 psf x 2 feet (Trib.) = 40.0 plf
Screw Uplift Loads, W = 486.49 Ibs (Max. 6 Anchors/Stand-offs on Truss) j
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,
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1 -See attached Enercalc Output for Analysis Results 1
Page 4
_ 20 Truss-Fisher
SUNSTRONG STRUCTURAL,PHONG TRUONG
Jul 14,2016;02:46 PM
IES VsualAnalysis 12.00.0012
TRUSS MEMBERS & NODES SCHEMATIC
y %y
o
8 0 J r
X to S BrnX003 �mX004 BmX00S BmX006 nX007 o mX0
1 X J
Page 5
_ 20 Truss-Fisher
SUNSTRONG STRUCTURAL,PHONG TRUONG
Jul 14.2016;02:50 PM
Load Case:O
IES VisualAnalysis 12.00.0012
TRUSS DEAD LOADING
.00.. N1 ,11��7r lr
o
u.
Page 6
_ 2x4 Truss-Fisher
SUNSTRONG STRUCTURAL,PHONG TRUONG
Jul 14,2016;02:50 PM
Load Case:W-Y
IES VisualAmlysis 12,00,0012
TRUSS UPLIFT WIND LOADING FROM ANCHORS
0.4E70K
\gig,- 0.480�48�0 K r7
0.4870 K
Page 7
Project: W Truss - Fisher
PHONG TRUONG, SUNSTRONG STRUCTURAL July 14, 2016
C:WserslDavid NguyenlDocuments\SOLAR1Sunpro Solaffisher,April-Sunprol
Model Summary
Structure Type:Space Frame
16 Nodes, and 6 Degrees of Freedom
29 Member Elements
The model is linear.
The model will have 6 unique mode shapes.
The size of the model is:
40 ft,in the X direction
7 ft,in the Y direction
0 ft, in the Z direction
Load Cases
Load Case Design Checks Seismic Type Results
34 O.6D+0.6W»-Y Allowable(ASD NA- Yes
43 D+0.6W -Y Allowable (ASD) -NA- Yes
Nodes
Node X Y Z Fix DX Fix DY Fix DZ Fix RX Fix RY Fix RZ Scissor?
ft ft ft
N001 0.000 0.000 0.000 Yes Yes Yes No No No No
N002 5.000 1.750 0.000 Yes Yes Yes Yes Yes Yes No
N003 10.000 3.500 0.000 Yes Yes Yes Yes Yes Yes No
N004 15.000 5.250 0.000 Yes Yes Yes Yes Yes Yes No
N005 20.000 7.000 0.000 Yes Yes Yes Yes Yes Yes No
N006 25.000 5.250 0.000 Yes Yes Yes Yes Yes Yes No
N007 30.000 3.500 0.000 Yes Yes Yes Yes Yes Yes No
N008 35.000 1.750 0.000 Yes Yes Yes Yes Yes Yes No
N009 40.000 0.000 0.000 Yes Yes Yes No No No N0
N010 5.000 0,000 0.000 Yes Yes Yes Yes Yes Yes No
N011 10.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
N012 15.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
N013 20.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
N014 25.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
N015 30.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
N016 35.000 0.000 0.000 Yes Yes Yes Yes Yes Yes No
Member Elements
Memb Section Bet Material (1)Nod (2)Nod Lengt Rz Rz One Way Framin
er a e e h 1 2
deg ft
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N001 N010 5.000 Rigi Rigi Normal Beam
01 0 No.1
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N010 N011 5.000 Rigi Rigi Normal Beam
02 0 No,1 d d (2-wa
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N011 N012 5.000 Rigi Rigi Normal Beam
03 0 No.1 d d 2-way)
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N012 N013 5.000 Rigi Rigi Normal Beam
04 0 No.1 d d 2-way)
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N013 N014 5.000 Rigi Rigi Normal Beam
05 0 No.1 d d 2-wa
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N014 N015 5,000 Rigi Rigi Normal Beam
O6 0 No.1 d d 2-wa
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N015 N016 5.000 Rigi Rigi Normal Beam
07 0 No.1 d d 2-wa N orma
BmXO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N016 N009 5.000 Rigi Rigi l Beam
O8 0 No.1 d d 2-way)
COL00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N010 N002 1.750 Fre Fre Normal Column
1 0 No.1 e e 2-way)
Pagel
VisualAnalysis 12.00.0012(www.iesweb.com)
Page 8
Project: 2x4 Truss - Fisher
PHONG TRUONG, SUNSTRONG STRUCTURAL July 14, 2016
CAUsers\David Nguyen\Documents\SOLAR\Sunpro Solar\Fisher, April - Sunpro\
COL00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N011 N003 3.500 Fre Fre Normal Column
2 0 No.1 e e (2-way)
COLOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N012 N004 5.250 Fre Fre Normal Column
3 0. No.1 e e (2-way)
COL00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N013 N005 7.000 Fre Fre Normal Column
4 0 No.1 e e (2-way)
COLOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N014 N006 5.250 Fre Fre Normal Column
5 0 No.1 e e (2-way)
COLOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N015 N007 3.500 Fre Fre Normal Column
6 0 No.1 e e (2-way)
COL00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N016 N008 1.750 Fre Fre Normal Column
7 0 No.1 e e (2-way)
RBXOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N001 N002 5.297 Rig! Rigi Normal Beam
1 0 No.1 d d (2-way)
RBXOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N002 N003 5.297 Rigi Rigi Normal Beam
2 0 No.1 d d (2-way)
RBX00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N003 N004 5.297 Rigi Rig) Normal Beam
3 0 No.1 d d (2-way)
RBXOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N004 N005 5.297 Rigi Rigi Normal Beam
4 0 No.1 d d (2-way)
RBX00 FS2x4 0.0O Douglas Fir-Larch NDS Lumber(Visual) N005 N006 5.297 Rigi Rigi Normal Beam
5 0 No.1 d d (2-way)
RBXOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N006 N007 5.297 Rig! Rigi Normal . Beam
6 0 No.1 d d (2-way)
RBX00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N007 N008 5.297 Rigi Rigi Normal Beam
7 0 No.1 d d (2-way)
RBX00 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) NOOK N009 5.297 Rigi Rigi Normal Beam
8 0 No.1 d d (2-way)
RBXOO FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N002 N011 5.297 Fre Fre Normal Beam
9 0 No.1 e e (2-way)
RBX01 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N015 N008 5.297 Fre Fre Normal Beam
0 0 No.1 e e (2-way)
V001 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N003 N012 6.103. Fre Fre Normal Bracing
0 No.1 e e (2-way)
V002 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N004 N013 7.250 Fre Fre Normal Bracing
0 No.1 e e (2-way)
V003 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N013 N006 7.250 Fre Fre Normal Bracing
0 No.1 e e (2-way)
V004 FS2x4 0.00 Douglas Fir-Larch NDS Lumber(Visual) N014 N007 6.103 Fre Fre Normal Bracing
0 No.1 e e (2-way)
Member Extreme Results
Member Fx Ic V Ic Vz Ic Mx Ic M Ic Mz Ic
K K K K-ft K-ft K-ft
BmX001 0.000 26 -0.027 41 -0.000 1 0.000 (1) -0.000 1 -0.040 41
BmX001 0.000 41 -0.000 26 -0.000 1 0.000 1 -0.000 1 0.064 41
BmX002 -0.000 38 -0.006 41 -0.000 1 0.000 (1) -0.000 1 -0.005 41
BmX002 0.000 41 0.006 41 -0.000 (1) 0.000 (1) -0.000(1) 0.003 41
BmX003 -0.000 41 -0.006 41 -0.000 1 0.000(1) -0.000 1 -0.005 41
BmX003 0.000 36 0.006 41 -0.000 1 0.000(1) -0.000 1 0.003 41
BmX004 -0.000 38 -0.006 41 -0.000 1 0.000 1 -0.000 1 -0.005 (41)
BmX004 0.000 37 0.006 41 -0.000 1 0.0000) -0,000 1 0.003 41
BmX005 -0.000 36 -0.006 41 -0.000 1 0.000(1) -0,000 1 -0.005 41
BmXO05 0.000 26 0.006 41 -0.000 1 0.000 (1) -0.000 1 0.003 41
BmX006 -0.000 26 -0.006 41 -0.000 1 0.000(1) -0.000 (1) -0.005 41
BmX006 0.000 (38) 0.006 41 -0.000 1 0.000(1) -0.000 1 0.003 41
BmX007 -0.000 40 -0.006(41) -0.000 1 0.000(1) -0.000 1 -0.005 41
BmXO07 0.000 41 0.006 41 -0.000 1 0.000 1 -0.000 1 0.003 41
BmX008 -0.000 (26) -0.055 26 -0.000(1) 0.000(1) -0.000 1 -0.184 26
COBmX008 0.000 41 0.027 41 -0.000 1 0.000 ( 1 -0.000 1 0.092 26
L0011 -0.002 (41) -0.000 26 -0.000 1 0.000(1) -0.000 1 -0.000 26
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COL001 0.002 41 0.000 41 -0.000 1 0.000 (1) -0.000 (l) 0.000 41
COL002 .0.004 41 0.000 26 -0.000 (1) 0.000 (1) .0.000 1 0.000(1)
COL002 0.004 41 0.000(38) -0.000 (1) 0.000 (1) -0.000(1) 0.000(38
COL003 -0.006 41 -0.000 38 -0.000 (1) 0.000 (1) -0.000(1) -0.000 38
COL003 0.006 41 0.000(41) -0.000(1) 0.000 (1) -0.000(1) 0.000 41
COL004 -0.008 41 -0.000 37 -0.000(1) 0.000 (1) -0.000(1) -0.000 26
COL004 0.008 41 0.000 41 -0.000(1) 0.000 (1) -0.000(l) 0.000 SLI
COL005 -0.006 41 -0.000(26) -0.000(1) 0.000(1) -0.000 1) -0.000(26)
COL005 0.006 41 0.000 38 -0.000 (1) 0.000(1) -0.000(1) 0.000 38
COL006 -0.004 (41) -0.000 40 -0.000(1) 0.000(1) -0.000(1) -0.000 40
COL006 0.004 41 0.000 41 -0.000(1) 0.000(1) -0.000(1) 0.000 41
COL007 -0.002 (41) -0.000(41) -0.000(1) 0,000(1) -0.000(1) -0.000 iLi
COL007 0.002 41 0.000 26 -0.000 (1) 0.000 (1) -0.000 (1) 0.000 26
RBX001 -0.051 41 -0.164 41 -0.000 (1) 0.000 (1) -0.000 (1) -0.161 41
RBX001 0,051 41 0.128 41 -0.000 (1) 0.000(1) -0.000(1) 0.084 iLi
RBX002 -0.051 41 -0.146 41 -0.000(1) 0.000(1) -0.000(1) -0.129 (41)
RBX002 0.051 41 0.146 41 .0.000 1 0.000(1) -0,000 1 0.064 IL
RBX003 -0.051 41 -0.146 41 -0.000(1) 0.000 ( 1) .0.000 1 -0.129 41
RBX003 0.051 41 0.146 41 -0.000(1) 0,000 ( 1) -0.000(1) 0.064 41
RBX004 -0.051 41 -0.146 41 -0.000(1) 0.000 1 -0.000(1) -0.129 41
RBX004 0.051 41 0.146 41 -0.000( 1) 0.000(1) -0.000(1) 0.064 41
RBX005 -0.051 41 -0.146 41 -0.000(1) 0.000 (1) -0.000(l) -0.129 41
RBX005 0.051 41 0.146 41 -0.000(1) 0.000 (1) 4000 (1) 0.064 41
RBX006 -0.142 26 -0.415 26 -0.000 (1) 0.000 (1) -0.000 (1) -0.141 26
RBX006. 0.179 26 0.504 26 -0.000(1) 0.000 (1) -0.000 (1) 0.358 26
RBX007 -0,160 26 -0.459 26 -0.000 (1) 0.000 (1) -0.000(1) -0.129 41
RBX007 0.161 26 0,461 26 .0.000 1 0.000(1) -0.000(1) 0.344 26
RBX008 -0.178 26 -0.651 26 -0.000(1) 0.000(1) -0.000(1) -0.254 26
RBX008 0.143 26 0.368 26 -0.000(1) 0.000 (1) -0.000(1) 0.401 26
RBX009 .0.002 (41) -0.006 (41) -0.000(1) 0.000(1) -0.000(1) -0.000(41)
RBX009 0.002 41 0.006 41 -0.000( 1) 0.000(1) -0.000(1) 0.008 41
RBX010 -0.002 41 -0.006 41 -0.000(1) 0.000(1) -0.000(l) -0.000 IL
RBX010 0.002 41 0.006 41 -0.000(1) 0.000(1) -0.000(1) 0.008 41
V001 -0.004 41 -0.006 41 -0.000(1) 0.000 (1) -0.000(1) -0.000 41
V001 0.004 41 0.006 41 -0.000 (1) 0.000 (1) .0.000 1 0.009 41)
V002 -0.006 41 -0.006 41 -0.000(1) 0.000(1) -0.000(1) -0.000 36
V002 0.006 41 0.006 41 -0.000(1) 0.000(1) -0.000(1) 0.011 41
V003 -0.006 41 -0.006 41 -0,000 1 0.000(1) -0.000(1) -0.000 36
V003 0.006 41 0.006 41 -0.000 (1) 0.000(1) -0.000 (1) 0.011 41
V004 -0.004 41 -0.006 41 -0,000 1 0.000(1) -0.000( 1 -0.000 41
V004 0.004 41 0.006 41 -0.000 (1) 0.000 (1) -0.000 (1) 0.009 41
(Ic) = Load Case index,shown in'Load Cases'or'Result Cases'table.
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Result Cases
Result Case Name Design Checks
1.01 D -NA-
26.01 W-Y -NA-
34.01 0.6D+0.6W»-Y Allowable ASD
35.01 0.6D+0.7Di Allowable ASD
36.01 0.9D+Di Strength LRFD
37.01 0.9D+W »-Y Strength LRFD
38.01 1.2D+0.5L+L a+0.5S+Di Strength LRFD
39.01 1.2D+1.6Lr+0.5W u-Y Strength LRFD
40.01 1.2D+W+0.5L+L a+O.SLr*-Y Strength LRFD
41.01 1.4D+0.9H Strength LRFD
42.01 D+0.6H Allowable ASD
43.01 D+0.6W»-Y Allowable ASD
44.01 D+0.75 L+0.6W+Lr »-Y Allowable ASD
Design Group Results
Design Group: Wood-Beam X_G01 per NDS 2005 ASD
Designed As: FS2x4, Material:\NDS Lumber(Visual)\No.1\Douglas Fir-Larch
Members Included (8): BmX007, BmX008,BmX006, BmX005, BmX004, BmX003, BmX002,SmX001
Strona Flexure Check
Member Result Demand fbz Capacity Fbz Code Unity
Name Case Ksi Ksi Ref. Check
BmX007 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX008 0.6D+0.6W b-Y -0.186 2.338 3.3-1 0.08 OK
BmX006 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX005 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX004 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX003 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX002 D+0.6H -0.008 1.334 3.3-1 0.01 OK
BmX001 D+0.6H 0.103 1.334 3.3-1 0.08 OK
Stronq Shear Check
Member Result Demand fvz Capacity Fvz Code Unity
Name Case Ksi Ksi Ref. Check
BmX007 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX008 D+0.6H 0.004 0.162 3.4-2 0.02 OK
BmXo06 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX005 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX004 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX003 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX002 D+0.6H -0.001 0.162 3.4-2 0.00 OK
BmX001 D+0.6H -0.004 0.162 3.4-2 0.02 OK
Design Group: Wood Column_G02 per NDS 2005 ASD
Designed As: FS2x4,Material:\NDS Lumber(Visual)%o.1 Wouglas Fir-Larch
Members Included (7): COL001,COLo03, COLON, COL005, COLON, COLON,COL002
Axial Check
Member Result Demand fa Capacity Fa Code Unity
Name Case Ksi Ksi Ref. Check
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COL001 D+0.6H 0.000 0.911 3.8.1 0.00 OK
COL003 D+0.6H 0.001 0.472 3.6.3 0.00 OK
COL004 D+0.6H 0.001 0.277 3.6.3 0.00 OK
COL005 D+O.6H 0.001 0.472 3.6.3 0.00 OK
COL006 D+0.6H 0.000 0.904 3.6.3 0.00 OK
COL007 D+0.6H 0.000 0.911 3.8.1 0.00 OK
COL002 D+0.6H 0.000 0.904 3.6.3 0.00 OK
Design Group: Wood Roof X G03 per NDS 2005 ASD
Designed As: FS2x4,Material:XNDS Lumber(Visual)1No.1Wouglas Fir-Larch
Members Included (10): RBX001, RBX002, RBX003, RBX004, RBX005, RBX006, RBX007, RBX008, RBX009,
RBX010
Combined Check
Member Result Code Unity
Name Case Ref. Check
RBX001 D+0.6H 3.9-1 0.20 OK
RBX002 D+0.6H 3.9-1 0.16 OK
RBX003 D+0.6H 3.9-1 0.16 OK
RBX004 D+0.6H 3.9-1 0.16 OK
RBX005 D+0.6H 3.9-1 0.16 OK
RBX006 D+0.6H 3.9-1 0.16 OK
RBX007 D+0.6H 3.9-1 0.16 OK
RBX008 D+O.6H 3.9-1 0.20 OK
Axial Check
Member Result Demand fa Capacity Fa Code Unity
Name Case Ksi Ksi Ref. Check
RBX001 D+0.6H 0.005 0.591 3.6.3 0.01 OK
RBX002 D+0.6H 0.005 0.718 3.6.3 0.01 OK
RBX003 D+0.6H 0.005 0.718 3.6.3 0.01 OK
RBX004 D+0.6H 0,005 0.718 3.6.3 0.01 OK
RBX005 D+0.6H 0.005 0.718 3.6.3 0.01 OK
RBX006 0.6D+0.6W �-Y 0.009 0.780 3.6.3 0.01 OK
RBX007 0.6D+0.6W�-Y 0.010 0.780 3.6.3 0.01 OK
RBX008 0.6D+0.6W b-Y 0.011 0.627 3.6.3 0.02 OK
RBX009 D+0.6H 0.000 0.465 3.6.3 0.00 OK
RBX010 D+0.6H 0.000 0.465 3.6.3 0.00 OK
Stronq Flexure Check
Member Result Demand fbz Capacity Fbz Code Unity
Name Case Ksi Ksi Ref. Check
RBX001 D+0.6H -0.260 1.333 3.3-1 0.20 OK
RBX002 D+0.6H -0.208 1.333 3.3-1 0.16 OK
RBX003 D+0.6H -0.208 1.333 3.3-1 0.16 OK
RBX004 D+0.6H -0.208 1.333 3.3.1 0.16 OK
RBX005 D+0.6H -0.208 1.333 3.3-1 0.16 OK
RBX006 D+0:6H -0.208 1.333 3.3-1 0.18 OK
RBX007 D+0.6H -0.208 1.333 3.3-1 0.16 OK
RBX008 D+0.6H -0,260 1.333 3.3-1 0.20 OK
RBX009 D+0.6H 0.014 1.333 3.3-1 0.61 OK
RBX010 D+0.6H 0.014 1.333 3.3-1 0.01 OK
Strona Shear Check
Member Result Demand fvz Capacity Fvz Code Unity
Name Case Ksi Ksi Ref. Check
RBXOO1 D+0.6H -0.022 0.162 3.4-2 0.14 OK
RBX002 D+0.6H -0.020 0.162 3.4-2 0.12 OK
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RBX003 D+0.6H -0.020 0.162 3.4-2 0.12 OK
RBX004 D+0.6H -0.020 0.162 3.4-2 0.12 OK
RBX005 D+0.6H -0.020 0.162 3.4-2 0.12 OK
RBX006 0.6D+0.6W b-Y 0.048 0.288 3.4-2 0.16 OK
RBX007 0.6D+0.6W »-Y 0.044 0.288 3.4-2 0.15 OK
RBX008 0.6D+0.6W b-Y -0.051 0.288 3.4-2 0.18 OK
RBX009 D+0.6H 0.001 0.162 3.4-2 0.01OK
RBX010 D+0.6H 0.001 0.162 3.4-2 0.01 OK
Design Group: Wood V Brace_G04 per NDS 2005 ASD
Designed As: FS2x4,Material:\NDS Lumber(Visual)\No.l\Douglas Fir-Larch
Members Included (4):V001,V002,V003,V004
Axial Check
Member Result Demand fa Capacity Fa Code Unity
Name Case Ksi Ksi Ref. Check
V001 D+0.6H 0.000 0.359 3.6.3 0.00 OK
V002 D+0.6H 0.001 0.259 3.6.3 0.00 OK
V003 D+0.6H 0.001 0.259 3.6.3 0.00 OK
V004 D+0.6H 0.000 0.359 3.6.3 0.00 OK
Strona Flexure Check
Member Result Demand fbz Capacity Fbz Code Unity
Name Case Ksi Ksi Ref. Check
V001 D+0.6H 0,015 1.330 3.3-1 0.01OK
V002 D+0.6H 0.018 1.325 3.3-1 0.01OK
V003 D+0.6H 0.018 1.325 3.3-1 0.01OK
V004 D+0.6H 0.015 1.330 3.3-1 0.01OK
Strona Shear Check
Member Result Demand fvz Capacity Fvz Code Unity
Name Case Ksi Ksi Ref. Check
V001 D+0.6H -0.001 0.162 3.4-2 0.00 OK
V002 D+0.6H -0.001 0.162 3.4.2 0.00 OK
V003 D+0.6H -0.001 0.162 3.4-2 0.00 OK
V004 D+0.6H -0.001 0.162 3.4-2 0.00 OK
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--- _ _
7/14120161
i SEISMIC WEIGHT COMPARISON/ ANALYSIS
(PER CHAPTER 34)
iSolar Panel Type = Sunpower 327
Total #of Panels = 31 panels I
Panel Weight = 45.5 Ibs i
Total Weight, W = 1,410.50 Ibs
I I
i Existing Roof Story Weight Considered in Seismic Design
(Wood Framed Building With Concrete Tile Roof& Stucco Exterior)
I �
Building Section Considered Dimensions = 45 feet x 45 feet (8 feets wall height)
Roof Area Considered Dimensions = 48 feet x 48 feet (18 inches roof overhang)
I �
Tile Roofting 17 psf x 1 roof x 48 ft long x 48 ft long = 39,168 Ibs
I Ext. Walls (Long.) 15 psf x 2 walls x 45 ft long x 4 It high = 5,400 Ibs I
Ext. Walls (Trans.) 15 psf x 2 walls x 45 ft long x 4 ft high = 5,400 Ibs
Int. Walls (Drywall) 10 psf x 2 walls x 15 ft long x 4 It high = 1,200 Ibs
I I
Total Roof Story Weight, Sw = 51,168 Ibs
I I
Total Percentage of Panel Weight vs Total Existing Roof Seismic Weight Aw
,
Aw= [Pw_Sw] x 100 % _ [ 1411 Ibs + 51,168 Ibs ] x 100 = 3 % < 10 % [OK] I
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Page 14
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Design-Driven Advantages E '
#1 module aesthetics and efficiency'
Unmatched module reliability' SERIES
No electrolytic capacitors
25-year Combined Power and Product Warranty
Maximize Value for Roof
Size systern for roof,not for string inverter
Optimize performance of each module
Expand Deployment Options
Complex roofs and partial shading
Small systen 1s
System expandability
Simplify& Speed Installation
Factory-Integrated microlnverer Optimize System and Installation Efficiency
Robust.double-locking AC connectors
Design Flexibility offsite and onsite SunPower='AC Modules,which include a factory-integrated SunPower
No DC string sizing process
microinverter,provide a revolutionary combination of high efficiency,
• Fewer installation steps Than competing systems
Intuitive commissioning high reliability,and module-level DC-to-AC power conversion.Designed
Component of Complete System specifically for use with SunPower Invisivlount'l and SunPower Monitoring
Built for use with SunPower'InvisiMounff System,SunPower AC Modules enable rapid installation,best-in-class system
and SunPower Monitoring System aesthetics,and intuitive visibility into system performance.All this comes with
Superior system reliability and aesthetics the best Combined Power and Product Warranty.
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Temperature Coefficient(Power) P -0.39)51'C Weight 45.5 Jos(20.6 kg)
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Shade Tolerance •Inregrated panel-level maximum Module Spacing
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Operating Temp -40 Fto 18o F( CO'Cto+SS
Output @ 240 V(min/nom./max.) 21!/240/264 V 'Max Ambient Temp, 133°F(56'Q
Output @ 208 V(min/nom./max.) 183/208229 V Max.Load Wind 3000 Pa(62.6 psf,305-6 kg/mt)front&hack
Snow.6000 Pa(125.3 psf,611.7 kg/mr)front
Operating Frequency(min./nom./max.) 59 3/60.0/60 5 H-
I Impact Resistance 1 inch(25 min)diameter hall at 52 ripn(23 m/s)
Output Pourer Factor(min.) 099
AC Max.Continuous Output Curren[@ 240 V 133 A -
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• Rafter locater
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• Grinder(tiles may have to be notched before placing back on roof)
16IQTA11 ATif1Al IKICTDr 10-TIP%MC
1. Remove the tiles from the area in which you will be installing.
2. Locate and mark the rafters.
3. Place the Hook and predrill two holes with the 3/16" Drill Bit.
d. Remove me HooK, clear the debris, and iil the predritiea holes with
sealant.
5. Place and mount the Hook using the Solar Screws.
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IF USING ALUMINUM FLASHING
6. Make a cut in the paper to fit the Aluminum Flashing.
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9. Cover the edges of the Aluminum Flashing with Sealant.
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17585 10 Hooks Not Included
17586 1 Hook Not Included D
17587 10 Hooks &20 Screws 5116"x 3"
17588 1 Hook&2 Screws 5/16"x 3" COM
17589 10 Hooks & 20 Screws #14 x 3"
17618 1 Hook &2 Screws 414 x 3"
Type 304 Stainless Steel
For Side Mount Rails
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5830 Las Positas Road, Livermore, California 94551 13948 Airway Drive, Rock Hill, South Carolina 29732
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Improve Support, SunPower Monitoring Solution,
Reduce Maintenance Costs Plug and Play Installation
An intuitive monitoring website enables Vou to. This complete solution for residential monitoring includes the
See a visual map of homeowner sites SunPower's PV Supervisor 5X(PVS5x)which improves the installation
Remotely manage hundreds of sites process,overall system reliability,and customer experience.
Receive elective system reports Compact footprint for improved aesthetics
Locate system issues and remotely diagnose Robust cloud connectivity and comprehensive local connectivity
Diagnose issues online Flexible configUradon of devices during Installation
• Drill down For the status ofindividual devices
Consumption monitoring
Revenue-grade production monitoring
_ .. ._
-- _;� —•� �—,.. Web-based commissioning app
Remote diagnostics of PVSSx and inverters
Durable NEMA 3R enclosure reduces maintenance costs
a
Robust Cloud Connectivity
Add Value for Homeowners Multiple options to maintain optimal
With the SunPower Monitoring System
connectivity:
homeowners can:
• Hardwired Ethernet
See what[heir solar system produces each
day,month,or year Power Line Communication(PLC)
Optimize[heir solar invesmient and save on Wi-Fi
energy expenses. Cellular backup
See their energy use and estimated bill savings
• See tneir solar systern's performance using the
SunPower monitoring website or mobile sop
sir U U Supports Multiple Inverter Types
Supports SunPower 96-cell AC module systems.DC string inverter systems,
and hybrid(DC and AC)systems.
v
4
SunPower Monitoring Website PV55x SunPower AC Modules
Multiple communication - - Supports SunPower96-cell
options Include Ethernet, AC modules,DC string
_. PLC,Wi-Fi, and cellular inverters,and hybrid(DC
and AC)systems
i e .
Compatible SunPower AC Modules I a Temperature 30 Cto 60°C(22 Fto 1<0°F)
(number supported per PVSSx) I SunPower96-cell AC ldotlule..(.,5;
Humidicy(maximum) 95%non condensing
Compatible String Inverters Fronius(10),SMA(101 ABB(30)
(number supperted per PVSSx)
irtemet Access H -speed Internet access
Accessible router or swtch - ----- - - - =------
Invertersandn Cm
Power 2e0 VAC.50 or 60 Hz � R'16S PLC for 96-cell AC modules
Integrated Mete Or?channel of reaenue-graae produaroc metering(A`ISI
C1_.20 Class 0.5)and two channels of net metering
_ Ethernet WAN and LAN ports
Weight 2.5 kg(5.51os) oLC Integrated HomePlug AV standard communication to PLC
Dimensions 345 cmx20.6 cmx93 cm(13.6 in x 8.1 in x 3.6 m) ' dewces over AC Hiring
EnJosre Rating Type 314 W-f 802.11b/gln
Cellular 3G WITS
i --_ Ziaeee Home automation,inverter communications.meter readings
Homeowrer§Vebite MQLtQL.l6_Urppy1e'r2m USBToeA Suppors additional communications up to 05.Amps
y (for example,V✓i-F.BluetooffT)
1 Partner We 2 GB Cash
Memory 1GB RAM
Browsers Rrefcx,Safari,Chrome,Interne[Explorer
Mobile Devices iPhone',iPad`',and Android'" 1 Data Storage 60 days
Homeowner Aop 1.Create account online at mnn'or i cunp_dgerrom, Upgrades Automatic firmware upgrades
I 2.On a mobile de+rce,download the SunPower Monitoring app
I from Apple App Store-or Goggle Play"store
3.Sign in using account email and password.
( Warranty 10-year umted Warraney
Certifications UL.cUf.EN60950,EN6+.326-1
KC c&ns
LEM
FCC ID:YAW513402 ITE:E477122