HomeMy WebLinkAboutB16-2804 022-350-010BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 1
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax:530.538.7785 www.ButteCountv.net/dds
Permit No: B 16-2804 Issued: 12/20/2016
APN: 022-350-010
Address: 2896 2ND ST, BIGGS
Owner: Phil Mabray
Permit Type: SOLAR ROOF -RES
Description: Roof top Solar
Flood Zone: None SRA Area: No
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type
IVR INSP DATE
Setbacks
131.
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin nde inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
417
Manometer Test
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers 1
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
Blockin nde inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirting/Steps/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL \ �
-r. Vj— run- is a %,crnuicaie ui viceupuncy iur tnesmentim vnly)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
I NITY MAP.:..:.=
CUSTOMER INFORMATIONVIC
CLIENT'S NAMEq.
Phil Mabra y
ADDRESS:
2896 Second St
A•
CITY:-
Biggs, CA. 95917
'
AHJ:'.T
City of Biggs
APN#
022-350-010
Cl)
Ap
J
:APPLICABLE CODES
n y
k'
2013 NATIONAL ELECTRICAL CODE (NEC)
a-
2013 CALIFORNIA ELECTRICAL CODE (CEC)
2013 CALIFORNIA BUILDING CODE (CBC)
:••
Second
St, Biggs
AZIMUTH:AND ROOF TILT
Me C
AZIMUTH (deg)
180
.
D
..
TILT.(deg)
4/12
General Solar Specs
MODULE COUNT
1 8
A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA REGULATIONS
PANELS AND
•
THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYTEM IS AN UTILITY.INTERA
RACKING WEIGHT
<3 IbS per.Sq :ft
PER NEC, GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAYBE USED AND BONDED
ADEQUATELY; OR IS ONLY METALLIC WATER PIPING, A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED
Roof
Truss
8FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #10 AWG AND NO GREATER THAN #6 AWG COPPER AND BONDED
TYPE-OF
SOLAR
TO THE EXISTING:GROUNDING ELECTRODE TO PROVIDE FORA COMPLETE SYSTEM.
CONSTRUCTION
•
EACH MODULE WILL BE GROUNDED USING WEEB-WMC.
Racking Type
EVEREST
•
EXPOSED NOWCUR.RENT CARRYING METAL PARTS OF MODULE FRAMES; EQUI[PMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH
250.134 OR 250.136(A) REGARDLESS OF VOLTAGE.
•
PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL. EQUIPMENT WILL BE PROVIDED AS PER SECTION 110.26 NEC.
ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY 2013 NEC.
•
HEIGHT OF INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC 240.24 BUTTE
couj rT
•
THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR INVERTEIF
SMALLER IF SMALLER THAN #6 AWG COPPER WIRE PER NEC 250-64(B). THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS; EXCEPT FOR SPLICES OR � C,2-8 %�31
JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT PER NEC 250.649(C), DEVELOPMENT
SERVICES.
' .. .. ..
Clienfs Name: Phil Mabray System Size 5.13 kWDC. REV DATE DESCRIPTION DESIGNER DATE
SHEET TfRE.
CO VER PAGE
Address: 289.6 Second St APIv:
022-350-010
—
C' Biggs, CA.95917..
AHJ
City Of Biggs.
_
SMEETNU:
1
PV: Module Model :..:
SolarWorld Sw285 mono/ 2:5 Frame
STC PaneL.Rating
285 W
Open-Ci.rcoit:Voltage (Vo.c)
39.7 V
Short-Circuit Currenf (Isc)
9.84 A:
Maximum. System Voltage.
1000 VDC
11 •1 1 •1 0'1 1 1 •1 1 '1 '1 1• •'1
At WARNING A 0 WARNING A WARNING D PHOTOVOLTAIC SYSTEM WARNING � n
DUAL POWER 3UPPL'i � D CSAQ WARNING 1'L DC DISCONNECT .
ELECTki��K HAZARD
ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD OPERATING VOLTAGE ®VDC ELECTRIC SHOCK HAZARD
SOURCES: UTILITY GRID AND DO NOT TOUCH TERMINALS
DO NOT TOUCH TERMINALS IF GROUND FAULT IS INDICATED PV SOLAR ELECTRIC SYSTEM OPERATING CURRENT ® AMPS TERMINALS ON BOTH THE LINE AND
THE DC CONDUCTORS OF THIS
TERMINALS ON BOTH THE LINE AND ALL NORMALLY GROUNDED MAX SYSTEM VOLTAGE ® VDC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ARE
LOAD SIDES MAY BE ENERGIZED CONDUCTORS MAY BE SHORT CIRCUIT CURRENT ® ANIPS IN THE OPEN POSITION UNGROUNDED AND
IN THE OPEN POSITION UNGROUNDED AND ENERGIZED CHARGE CONTROLLER MAX ® AMPS PHOTOVOLTAIC MODULES PRODUCE DC VOLTAGE MAY BE ENERGIZED
1 WHEN EVER 1HEY ARE EXPOSED 10 SUNLIGHT
Q WARNING ±s:.
' INVERTER OUTPUT CONNECTION
DO NOT RELOCATE
O WARN I N G D . • 1 . _ , . .. - ,
THIS OVERCURRECT DEVICE
THIS ELECTRIC SYSTEM THIS SERVICE METER DC DISCONNECT DC JUNCTION BOX DC COMBINER BOX
IS ALSO SERVED BY A IS ALSO SERVED BY A
PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC SYSTEM ' ' = • ' =
0 WARNING A PHOTOVOLTAIC SYSTEM MAIN SOLAR SYSTEM PV SYSTEM DISCONNECT
PHOTOVOLTAIC SYSTEM SOLAR ELECTRIC BREAKER IS BACKfED DISCONNECT AC DISCONNECT FOR UTILITY OPERATION
CAUTION: SOLAR ELECTRIC COMBINER PANEL „ : ° ' ••
SYSTEM CONNECTED
• - - DO NOT ADD LOADS
_ • .
• _ PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC s DO NOT DISCONNECT
kWh METER AC DISCONNECT POWER SOURCE S UNDER LOAD L
A\ CAUTION 0 PHOTOVOLTAIC CIRCUITS ONLY
SOLAR POINT OF CONNECTION NO ADDITIONAL CIRCUITS ALLOWED
1 '1 •1 '1
® WARNING 8A PV SOLAR BREAKER
SOLAR ELECTRIC PHOTOVOLTAIC SYSTEM ' 1 ••'
• • • - • • • • • • • • - " • DO NOT RELOCATE
CIRCUITBCKFED BREAKER
IS ACKFTHISOVERCURRENT Q AC DISCONNECT 0
. r - - . r - r o r • r r DEVICE
r • r r r r, r. r- r r OPERATING VOLTAGE ® VOLTS CAUTION SOLAR CIRCUIT
' ' ' r'• '" ' • '' ' PHOTOVOLTAIC DO NOTRELOCarErHIS OPERATING CURRENT ®AMPS
r • • r SOLAR BREAKER OVERCURRENi DEVICE • • 1
I
Clients Name: Phil Mabra
Address: 2896 Second St
City:. Biggs, CA;959:17
SHEET TITLE
System Size 15.13 kWDC REV DATE DESCRIPTION DESIGNER DATE....'
%AH
: 022-350-010 -- PLACARDS
SHEET NO.: City Of Biggs 4
Sunmodule/Pro-Serres XL
.
SW:315-320 MONO:.
PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)'
SIN 315
SW320
Maximum power P a
315 Wp
320 Wp
Open circuit voltage45:6
V
45.9 V
Maximum power point voltage:.: , : Va„a : ,
38:5 V:,
" ::.:36.7 V
Short circuit current IK::
9.35 A
9.41 A
umMaximp„.
8.71 A
p8.78A
Module efficiency rl.
.16.03%
16.28
Measuring tolerance (P,,,,,) traceable to TUV Rheinland: -/-2% (TUV Power controlled)
i STC: 1000W/m', 25°C, AM 1.5
PERFORMANCE AT I081WJ,-AM 1.5
. ... ...
SW 315 ..
.
SW320
Maximum power P_
240.9 IN : :
244.4 Wp
Open circuit voltage V.
39.8 V
40.1 V
Maximum.power point voltage :V_ ..
33.6 V
33.8 V .
Short circuit current IK
7.77 A.
.7.82 A
:.Maximum power point current. I,,,W
7.18.A. :
:7:18 A
Minor reduction in efficiency under partial load conditions at 25 C: at 200 Win?. 100% (+/-2%) of the STC elii ciency (1000 W)* achieved: _
100 ..
I 0
DIMENSIONS
COMPONENT MATERIALS .
Length 78.15 in (1985 mm)
Cells per modpie: 72 •'
800 cotta'
Width 38.98 in (990 mm)
Cell type Mono crystalline
yp .
a 600 W/m' _
_
Heiyllt - 1.81 In (46 thin)
tell dimensions 156 mm x156 mm
400 W/m'
Frame Clear anodized aluminum
3.2 mm Tempered glass .
Front
(EN 12150)
g
Weight 49.6lbs,(22.5 kg)
200 W/tar
-
-.
I too w/m
THERMAL CHARACTERISTICS
'ADDITIONAL DATA
V.,
NOCT � 46 C
Power sorting, � � -0 Wp/+5 Wp -
Mmma.•ona9e M W/m' .
.. -
TCL 6.042 %/K
J -Box IP65
:. 37.6 (955....
TC7�-0.3046/o/K
Connector KSK4
a 0.16 (4) -
'TCP,,,;, -0.43 %/K,:
Module fire performance (UL 1703). Type 1
PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION
S
Maximum system voltage SC II / NEC.
1000V
'MazimurriYeverse current
:25A
Load /dynamic load :
113/64 psf (5.4/2.4 kN/0)
_.
Numberof bypass diodes
W3
Operating'range
-40 C to +85 C
0.6 in. (15mm) -
1.8 in.(46mm) .
(118)
.. s ..
. 1"*
t-0:98(25)
...'
1.8(46) 39.0 (990).
All units provided are Imperial. SI units providedin, parentheses...
'
SolarWorld AG reserves the right to make: specification changes without notice.
- 0.98 in: (25mmj SW -01-60566S'111-2014
-------------
... ..a q
,.FRONIUS PRIMO -�- i .�
_....
yi ,,may' - ..�
. "4 i-' �+'� sBtPilx6_rxwi
E UYlis
/yThepfufure of'residential solar is here Infioducfng'the new Fronius Prlmo.� ``r�,�.�'' ►f3
rj
i
/PC board �/SnaplN crtcr� i-Fi®' /Supart Grid ArcFault�Cucmt& ..
repliceement,praces oumingsystcm nter(ace` - pes,gn = Heady Interruption
.R =- M ice:' - 55FSSFrrrr
TECHNICAL:DATA FRONIUS PRIMO
GENERAL DATA - f FRONIUS'PRIM038-82`
. .. 'Dimensions (width x height x depth) 1 16.9 x 24.7 x &1 in. - ... .. - .. .
. Weightf ... 47:29 lb.
.. ..:. Degree of protection:. .: .. .. .:. .:. ' .: NEW 4X
. Night time coasumafiom.. - - a . _ _ < i w • t. u s_ _
Inverter topology 1 Tmnsformerless
Caolirg' Variehk fm -
. Installation : : I :. i Indoor and outdoor installation . .
Ambient apzretin¢ temperature ran¢e -40 -131'F (-40 = 55'CI"
. .. .:. ' :. Permitted humidity . 0-100
-100 % .
. ' . y;. • . 'donnedtion termin-als,.; y A 4 DCw n.d 4Gscrew terminals for copper (olid/strnded
fizrarded) or armimrm (solid /xtruded)DA-
_
.. .. . AC connection terminals :.. : ! ' . :.. .. Screw terminals 12 - 6 AWG
•:. : Revenue GradeMetairtY;.. F nntianal
UL 1741-2010, UL1998 (for functions: AFCI and isolation
maniioring), IEEE 1547-2003, IEEE 15421.2003, ANSI/IEEE a
Certificates and compliancewith standards 1 C62.41, FCC Part 15 A & B, NEC Article 690, G22.2 No: 107.1-01 - -
..
'(September 2001) , UL1699B: Issue 2:-2013, CSA TIL M-07 Issue 1
. :-2013. '.
PROTECTIVE DEVICES" o , ,> ^tl ',; STANDARD 1111111M ALL PRIMO MODELS n+
.. AFCI & 2014 NEC Heady' . -,1 . Yes -
.: : : . ':.: " Grmmd Fault Protection with:solation Monitor.
. DC discormect j . - .Yes b..I
.. .. .'DC reverse pokrity protection u'- Y.7
.. .
INTERFACES777
. STANDARD WITH ALL PRIMO MODELS- 4 . ;
WL W/Ediernet/Scrial Wirelessstandard802.11b/g/n/Fmniw Solarweb,SunSp.c.Modbus TCP,)SON/SunSpec_Modbun RTU
6 inputs or 4 digital rnputs/outpets • -7.External relay -controls.,
USB'(A socket). .. .I .. .. Datalogging and/or updating via USB
. ...j 27 RS422 (11)45 sprier); •• • ' - < a Fronios Solar Ne% interface protocol. » ,! • '
Damkgger and We-, .. .Included
on
_ ;'r 4 : I'h tcrm wi-Fio is a registered t d mark d(the WF. Allia ce.: - y n 4� , 'p 'y t : S• '
'Y TECHNICAL DATA FRONIUSPRIMO` '
x - , PRIMO
'ty, r' s.
-.( RecommmIM PV. power.(kWp) .. 4.0-'7.8 kW
•' .,.
. .. .. .Max. usable' ' tsrnrnt.(MPP'f 1 Pr 2 . 18 A 18 A - -- -
Total max DC current p .
"' Max. army short c irxnt mrrent ,(1.251tnax) (MPP! 1/
y f"
Opewtrtg vdtage conga'
:. r' Max irNut wltage.r.
' Nominal input voltage .I : 420 V p 4 A
= moductm size DC .
11 MPP Vakage Range I :: .:. 240-
9
40- Number of MPPf-ki
.. OUTPIR•DATA' RIMSAI
- ., PO . t� -
. '1: Mm output power ' .240 Vi aw 5000 W
208 V zsmtnw�
Max continuous output mrtent: ...240 M a' ::. '20.8 A - . .. .. .
N.
208 ViF 7 74 24.0 A
Remmmanded OCPD/Abreaker size 240 Vi ys
- .:... ; .. C .. 30 A - 208 V 30 A. ..
V
r �: Max Efficiency i :: - . .96.9 %
.._ CEC Effi i®ry _ 240 Vc 95.5 %' :• .. .
_ .
l Admtssable conductor size AC : : I AWG 14 AWG 6
Grid mnnectian -
2081,240V
Frequenry . 60 Hz N
. ... Total hamai6t. distortion - '.4 - 5.0 %
�: eoiver factor (cos R+u) 0.85-1 indJcap: +'
. -
SHEET TITLE.
Client's Name: Phil Mabray r. System Size 5.13 kWDC REV DATE ' DESCRIPTION DESIGNER.: DATE
PANEUINVERTER
Address: 2896 Second St APN: 0 - - ---- , . .
DETAILS
_ .:. - 22 350 010
City:. .. Biggs, CA.95917: SHEETNo:r 5
AH.1: City Of Biggs .
Mounting systems for solar technology
GENERAL GUIDELINES
Always refer to roofing manufacturer's instructions prior to starting work.
Refer to the American Wood Council's guidelines for Lag pull-out capacities (NDS 2005, Table 11.24
Everest Solar recommends consulting a professional roofer prior to beginning work.
Installer is responsible for verifying the structural integrity of the roof prior to installation.
!solarsystem
ASSEMBLY: STEP BY STEP
EVEREST SOLAR
EverFlash 400036 EverFlash Comp Kit, 10X12" Mil
COMP SHINGLE ROOF ATTACHNIEM6Q EverFlash comp Kit, 10X12" Black
EverFlash Flashing, 10" x 12" M 5/16" Sealing Washer
r' p Material: aluminum Material: stainless steel, EPDM insert
Finish: mill, dark
EverFlash L -Foot and Hardwar 5/16" Lag Bolt
Material: aluminum Material: stainless steel
Finish: mill, dark
Clients Name: Phil Mabra
Address: 2896 Second St
City: Biggs, CA.95917
®Locate the rafters and snap horizontal and vertical lines to mark the installation position for
each EverFlash flashing.
Materials required: Tape measure, string line
Drill a pilot hole (1/4" diameter) for the lag bolt. Remove any saw dust and fill the hole with
Kf r the roofing manufacturer's recommended sealant.
Materials required: Drill
0 Insert the flashing so the top part is under the next row of shingles and pushed far enough
01wo up slope to prevent water infiltration through vertical joint in shingles. The leading edge of
flashing must butt against upper row of nails to prevent turning when tourqued.
Materials required: EverFlash flashing
0 Line up pilot hole with EverFlash flashing hole. Insert the lag bolt through the EPDM bonded
washer, the L -Foot, the gasketed hole in the flashing and into the rafter.
Torque: The range is between 8.3 - 11.6 Ib -ft depending on the type of wood and time of
year. The visual indicator for proper torque is when the EPDM on the underside of the bonded
washer begins to push out the sides as the washer compresses. If using an impact wrench to
install the fasteners be careful not to over torque the fastener. You may need to stop and use a
. ratchet to finish the install.
System Size 15.13 kWDC
APN: 022-350-010
AHJ: I City Of Biggs
® Install Everest Mounting System (refer to CrossRail 48/80 installation manual)
SHEETTRLE
DATE DESCRIPTION DESIGNER DATE MOUNTING DETAILS
SHEET NO.
MECHANICAL PROPERTIES. :
Material: :
.6000 Series Aluminum
Ultimate Tensile. Strength:
37.7: ksi (260 MPa)
Yield Strength"
34.8 ksi:(2'40:MPa)
Weight::
.0.64 lbs./ft. (0.095 kg/m)
Finish:
Mil or. DarkAn6diied
SECTION PROPERTIES
S,: - 0.2235 in (3.665 cm3)
Sv:. 0.1925 in (3A57 'C
A (X -Section): 0:544 in. (3.51 cm2)
.
_..... : .. :� .:: CRI50220IA10:I9
..
- -
February 20, 2015.: •
CROSSRAIL' MOUNTING SYSTEM EVALUATION Feb 20, 2015 • PAGE 2 OF 3
-
.
cRis0220wiol9
Everest Solaz Systems, LLC .
i e
with para meters specified below. While seismic effects did not appear to:govern the: capacity of this
3809 Ocean Ranch Blvd, Suite fl l 1110 V
Oceanside, CA 92056 j
system, applicable seismic: detailing requirements, be satisfied when installed er, the
y PP. g q P..
tRO5SRa1L MOUNTING SYSTEM EVALUATION . Feb 20 2015 •PAGE 3 OF 3
Atte: Andy Nesfiat ENLGINEERING+DES"iGN:
manufacturer instructions and additional installation notes specified herein.
C•RisOzNI.A10:iv
:. 'WWW:M,S'EG'L''LC.COM• '1,
- ..
..
Sum m ary -
RE: CrossRail PV Panel Mouong System Evaheation
Loading Parameters:
Thisassessment has provided design validation for code=compliant installations of theC.rossRail PV
To whom it may concern:. :.
ow
o Ground snow Toad: Varies
Mounting System in the Sate of Iowa. For the co figur tions and design loadings noted previously,
uattached tspan trepresent alengths
o' . Design 3 -second gust wind speed M: 85-150 mph
the tables maAinumnspan based :on allowable stresses and
Building roof m height: 30 ft or less
o mean
criten-configurations,erest Solar
deflection 'a: For all other refer to Ev Systems. for engineering
Per your request, Moment Engineering + Design has performed a comprehensive structural
o Roof wind pressure region: Zone 1 -!Zone 3
support
::.
analysis of the Everest Solar.CrossRail Solar PV Mounting System for typical installations in the 5=
o Structural occupancy category: II
of Iowa. When installed per the conditions and design criteria described herein, the CrossRail Solar.
o .Wind exposure: B; C, D"
This report: does not provide analysis .ofroof attachment hardware,: nor of any existing structures,
PV Mounting System is compliant with the s' of the design reference documents noted below.
o Seismic site class:'D
as may be required by the local authority:having jurisdiction
- o _
E"(Ss):
ti a
_
Desi Reference Docdmeiits
o 0 2 M10ER grow dtmotio paramet Not to exceed 2.000.
We appreciate the opportunity.to have assisted you with this project Should you have any further
""
o. . 2009. International Building Code, as amended
o " :ls MCER ground motion parameter (Si): Not to: exceed 1.250
uestions regarding thi alysis, please feel fre us:by.phone or e"
q s an e to contact mail
o 2009. International Residential Code, as amended
b :'Component importaisce factor (1p):1.0
Best Regards,
o ASCE/SEI 7=05 - Minimum Design Loads for Buildings and Other Structures
o Camponentacceleration factor, (ap): 1.0
o 2010 Aluminum Design Manual, by the Aluminum Association
omponent response or (RP): 1.5
o C e modification
`. OFESs�oiyy4'�,,��
o. Section -and materials data:provided by Everest Solar Systems
P
s P?
'
or''
= u P:
�. Rail section properties appear in thea endix.to.this report. _
P. P PP P.P P
_-. _.. : , o : Panel installation angle: FlushLwith.roof slope __ .
: SHADY --
z : KELLE
_
0 0 72
Roofslope (B): -7° > 7° >27'45
v 22613
Overview .
.
The CrossRail PV -panel roof mounting system.consists of extruded aluminum support rails :
Design Results
?�, * IOWP *`�.°`
.,
spanning between points of attachment on an existing roof structure: This"analysis is limited to :
n o n applicable
The allowable: spa lengths f the system.are pri cipally.coritrolled by appl' ble wind and: snow
n� 'i�!�""'�"
capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof
toads to the" structure. :.Refer to the CrossRail, span tables in the "appendix to this document for
Shawn P. Kelley. RE.
structure shall be the responsibility of the installer; and should be analyzed by a registered design
recommended rail configurations based on combinations of these loading parameters. Note that.
Principal
professional where required by the local authority having jurisdiction.
s re only
a e
re to e e u with
re PpGhesbl n
moment ENGINEERING +DESIGN
-
corse ponding span lengths ommendatio s pr
n provided a reactions maybe
linearly when shorter spans are used.
�kelleyC�mse Ilc.com
Methods :& Design Parameters
Applicable combinations of dead,:wind, snow, and seismic loads were evaluated in -accordance with
installation. Note's
current code requirements to determine allowable rail span lengths,' based on assumptions of
_.
The -following guidelines apply to ah installations using the CrossRail:product line:
single -span conditions and allowable deflection of L/60.
• Tables assume two independent support rails per row with either panel orientation.
• Maximum end cantilever of aluminum' support rail shall not exceed. one-third (1/3) of
Designmind pressures were determined usin Components and Cladding ciculationsin Chapter 6
..
allowable span in the roof wind pressure zone of the cantilever.
of ASCE 7-05, using the loading parameters listed below. Confiurations not conformin to these
g g
Rails shall be continuous (not spliced) over a minimum of two supports.
parameters will require additional analysis. Calculation of applicable roof snow load should be
Installation over roof overhangs or within 10" of any roof edge is not advised.
based upon ground snow.load maps and equations ;and :factors of ASCE 7-05,. Chapter 7 and
_ .. •Observe all local jurisdictional requirements.regarding roof setback requirements.
applicable sections, of the 2009 IBC. For designated Case Study . areas noted in the 2009
Ensure that actual span length does not exceed capacity of roof attachment
International Building Code, as amended, refer:to local jurisdiction. requirements for snow: and
wind load determination. Seismic criteria were considered per provisions of ASCE 7,05 Chapter 13
inoment ENGINEERING *:DESIGN
' I110111ent ENGINEERING+ DESIGN
10530 Warwick Ave, Suite CS • Fairfax, VA 22030 • Phone. 703-998-23500 Web: www.msegtic com
' . ' '
10530 Warwick Ave, Suite CS • Fairfax, VA 22030 • Phone: 703-998-2350• Web: www nisegllacom
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SHEET TrtLE
Client's Name: Phil Mabea " System Size 5.13 kWDC.
REV DATE "
DESCRIPTION
DESIGNER. DATE
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Address: 2896 Second St ATN:
0 2,27350-010
22350 010
---- .ENGINEERING.
City: . Biggs, CA.95917.. .
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City Of Biggs.
SMEET NO.
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