HomeMy WebLinkAbout1316 PARK HILL DR_BLD1909_2026 RESIDENTIAL MECHANICAL
PERMIT APPLICATION
t�N Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR NEW MECHANICAL INSTALLATION AND
OR GAS PIPING FOR EXISTING RESIDENCES. PLEASE FILL OUT ALL PAGES OF THIS APPLICATION
AND INCLUDE ALL INFORMATION.
Project Address: 1316 Park Hill Dr Arlington, WA 98273
Project Description:Rooftop Solar
Owner: Viron Elmore
Address. 1316 Park Hill Dr City. Arlington State.WA Zip Code: 98273
Phone: 425-268-3617 Email:viron1954@yahoo.com
Applicant: Affiliate Solar (Randy Eaves)
Address: 195 E 400 S City. Payson StatOT Zip Code. 84651
Phone. 801-318-9600 Email. randy@affiliatesolar.com
CONTRACTOR INFORMATION
Contractor Name:Lake Stevens Electric
Address: 5714 95th Ave NE City: Lake Stevens State WA Zip Code: 98258
License Number: LAKESSE840C3 Expiration: 02/23/2020
Phone: 425-327-7447 Email:lakestevenselectric@gmail.com
STAFF USE ONLY
Permit #: Accepted by: Date:
6/16LP Page 1 of 2
Y. RESIDENTIAL MECHANICAL
PERMIT APPLICATION
SING Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551
SELECT ALL PROPOSED APPLIANCES
❑ Furnace (80+) Model # AFUE
❑ Heat Pump Model # AFUE HSPE
❑ AC Unit Model # SEER
❑ Freestanding Stove ❑ Fire Place Insert ❑ Outdoor BBQ
❑ Gas Piping ❑ Solid-Fuel Appliance li Other PV Solar
Gas Piping Information
Not Applicable: ll
Pipe Material:
Pipe Size:
Distance from Meter to Furthest Appliance:
Total BTU's of all Appliances:
• New gas piping requires a pressure test hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper Combustion air and venting required for all appliances
• A shut-off valve is required within 6 feet of all appliances
Applicant Signature: 13b"a92O tlb81'b61e6' Date: 03/21/2018
Applicant Printed Name: Randall Eaves
I hereby certify that the above information is correct and that the construction, installation for the above mentioned
property will be in accordance with the applicable laws of the City of Arlington and the State of Washington.
6/16LP Page 2 of 2
IWORQ Systems Inc. Page 1 of 2
CITY OF ARLINGTON
238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
PHONE; (360)403-3551
BUILDING PERMIT
Address: 1316 Park Hill Drive NE Permit#:1909
Parcel#:00562700002601 Valuation:33000.00
OWNER APPLICANT CONTRACTOR
Name:VIRON AND NANCY ELMORE Name:Affiliate Solar Name:Lake Stevens Electric
Address: 1316 PARK HILL DR Address:195 E 400 S Address:5714 95th Ave NE
City,State Zip:ARLINGTON,WA 98223-1139 City,State Zip:Payson,UT 84651 City,State Zip:Lake Stevens,WA 98258
Phone: Phone:801-318-9600 Phone:425-327-7447
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name:Lake Stevens Electric Name:
Address:5714 95th Ave NE Address:
City,State,Zip:Lake Stevens,WA 98258 City,State,Zip:
Phone:425-327-7447 Phone:
LIC#:LAKESSE8400 EXP: 02/23/2020 LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Mechanical CODE YEAR: 2015
STORIES: 2 CONST.TYPE: ` 13
DWELLING UNITS: I OCC GROUP: RB
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY 14AS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and coded-CiTy of Arlington#3101.
t /
Signature P tl Name Date Released By V I)Ac
CONDITIONS
See red lined drawings. Adhere to approved plans.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
4/11/2018 Mechanical Fee(Enter Fixture Fee) $675.00
4/11/2018 Mechanical Permit Base Fee $25.00
4/11/2018 Mechanical Plan Review Fee $350.00
4/11/2018 Processing/Technology Fee $25.00
Total Due: $1,075.00
Total Payment: . 0
Balance Due: �1,075.00
CALL FOR INSPECTIONS /
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=IARKANHJMO... 4/11/2018
AZIMUTH AND TILT ANGLE CONSTRUCTION NOTES
ROOF A. A LADDER SHALL BE IN PLACE FOR ANY INSPECTIONS IN COMPLIANCE WITH OSHA REGULATIONS.
A B C D E B. PV MODULES ARE NON-COMBUSTIBLE IN NATURE.
C. THIS SYSTEM IS A UTILITY INTERACTIVE(GRID CONNECTED)SYSTEM AND DOES NOT HAVE STORAGE BATTERIES.
AZIMUTH 140' 50' 320' D. AGROUND ELECTRODE SYSTEM WILL BE PROVIDED IN ACCORDANCE WITH NEC 690.47&250.50-250.166. GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAYBE
TILTANGLE 25° 25' 25" USED WHEN BONDED AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE,OR IS ONLY METALLIC WATER PIPING,A SUPPLEMENTAL
MODULE COUNT 15 5 10 GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE
CONDUCTORS SHALL BE NO LESS THAN#8 AWG AND NO GREATER THAN#6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A
SOLARACCESS COMPLETE GROUNDING SYSTEM.
TSFR AVEREAGE E. EACH MODULE WILL BE GROUNDED USING THE SUPPLIED CONNECTION POINTS IDENTIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
F. THE EXPOSED METALLIC TABS OF THE SOLAREDGE OPTIMIZERS SHALL BE BONDED AND/OR GROUNDED PER NEC 690.43(A)AND THE MANUFACTURERS'INSTRUCTIONS.
INVERTERS SOLAR EDGESE6000H-US 1 G. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER NEC 110.26.
OPTIMIZER SOLAREDGE P320 30 H. ALTERNATE POWER SOURCE PLACARD SHALL BE PLASTIC,ENGRAVED IN A CONTRASTING COLOR(WHITE). THIS PLAQUE WILL BE PERMANENTLY ATTACHED&UV RESISTANT.
MODULE#1: COUNT: MODULE#2: COUNT: I. ALL PLAQUES AND SIGNS WILL BE INSTALLED AS REQUIRED BY 2017 NEC.
J. A SMOKE DETECTOR,APPROVED AND LISTED BY THE STATE FIRE MARSHAL,SHALL BE INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS,REPAIRS OR
ITEK ENERGY295SE-60 30 JITEK ENERGY295SE-60 0 ADDITIONS EXCEEDS$1,000.00. A BATTERY POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENTS FOR A SMOKE DETECTOR. APPROVED COMBINED SMOKE ALARMS
AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE.A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE
SHEET INDEX ATTACHED GARAGES OR FUEL-BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING$1,000.00. LISTED SINGLE-OR
PV1 TITLE SHEET MULTI-STATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON
EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY
PV2 ROOF/SITE PLAN POWER FROM THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF
PV3 ELECTRICAL LIN E DIAGRAM WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC.
PV4 EQUIPMENT LABELS/PLACARD K. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL(OR INVERTER)IF
SMALLER THAN#6 AWG COPPER WIRE AS PER NEC 250-64B. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS,EXCEPT FOR SPLICES OR JOINTS AS BUSBARS
PV5 STRUCTURAL CALCS WITHIN LISTED EQUIPMENT AS PER NEC 250.64C.
PV6 STRUCTURAL ATTACHMENTS L. ROOF COVERINGS SHALL BE DESIGNED,INSTALLED,AND MAINTAINED IN ACCORDANCE WITH THE BUILDING CODE OF THE LOCAL JURISDICTION.
PV7 PROPERTY LINES M. PV SYSTEMS CONNECTION IN THE SWITCH GEAR(PANEL)SHALL BE POSITIONED AT THE OPPOSITE END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AS
PER NEC 705.12(D)(7).
EQUIPMENT CUTSHEETS N. ALL EQUIPMENT SUPPLIED SHALL BE UL LISTED OR LISTED BY A LISTING AGENCY RECOGNIZED BY THE STATE IN WHICH THE SYSTEM IS CONSTRUCTED.
STRUCTURAL ENGINEERING CALS(IF REQ.) O. AC DISCONNECTS SHALL BE IN COMPLIANCE WITH NEC 690.17.
P. ALL DC CONDUCTORS SHALL BE 90°RATED THHW,THWN-2,USE-2 OR PV WIRE.ALL AC CONDUCTORS SHALL BE 75°RATED THWN WIRE.
Q. THE UTILITY DISCONNECT HAS VISIBLE BLADES,IS LOCKABLE AND IS ACCESSIBLE TO THE UTILITY 24/7.
OCCUPANCY&CONSTRUCTION TYPE CONTRACTORS LICENSE#&TYPE R. ALL BREAKERS SHALL BE SUITABLE FOR BACKFEED. WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION THE BREAKER SHALL NOT READ'LINE AND
OCCUPANCY-R3 LOAD'.
S. COORDINATE ANY POWER OUTAGE WITH LOCAL UTILITY AND PROPERTY OWNER. NOTIFY UTILITY BEFORE ACTIVATION OF PV SYSTEM.
CONSTRUCTION TYPE-5B T. CITY BUILDING INSPECTOR SHALL INSPECT ACCESSIBLE STRUCTURAL CONNECTIONS AND THE HOUSE CURRENT SIDE OF THE SYSTEM,ALL OTHER EQUIPMENT SHALL BE UL
LISTED AND APPROVED.
APPLICABLE CODES U. PHOTOVOLTAIC MODULES SHALL NOT BE INSTALLED OVER ANY ATTIC,PLUMBING OR MECHANICAL VENT. PLUMBING VENTS TO EXTEND A MIN OF 6"ABOVE ROOF OR
MODULE. NO BLDG,PLBG OR MECH VENTS TO BE COVERED,OBSTRUCTED OR ROUTED AROUND MODULES.
2017 NATIONAL ELECTRICAL CODE(NEC) V. ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER THE OPENINGS SUCH AS WINDOWS OR DOORS,AND
LOCATED AT A STRONG POINT OF BUILDING CONSTRUCTION.FIELD VERIFY EXACT LOCATION.
W. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED.NO SOLID WASTE,PETROLEUM BYPRODUCTS,SOIL PARTICULATE,CONSTRUCTION
WASTE MATERIAL OR WASTEWATER GENERATED ON CONSTRUCTION SITE OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED,CONVEYED OR DISCHARGED INTO THE
STREET,GUTTER OR STORM DRAIN SYSTEM.
X. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE AND WIRING MUST BE PERMANENTLY AND
COMPLETELY HELD OFF OF THE ROOF SURFACE.
Y. PAINT SURFACE MOUNTED CONDUIT TO MATCH EXISTING STRUCTURE.
STREET VIEW GE VIEW
91316 Palk Hill D,
Google Earth
-S.. ._..
•..•
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
affiliate 1457 West 40 South SYSTEM SIZE: 8.85kW Viron Elmore Title Sheet
Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive
SOLAR Lindon, UT84042 DATE: 2.12.2018 Arlington, WA98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV1
AZIMUTH AND TILT ANGLE
ROOF
A B C D E
AZIMLMI 140' 50` 320P PARK HILL DRIVE
TILTANGLE 25' 25' 25'
MODULE COUNT 15 5 lO F—
SOLAR ACCESS
TSFR AVEREAGE
INVERTERS SOLAR EDGESE6000H-US 1
OPTIMIZER SOLAREDGEP320 30
MODULE#1: COUNT: MODULE#2: COUNT:
ITEK ENERGY295SE-60 30 ITEK ENERGY295SE-60 0
COMPOSITION SHINGLES
t-
3' WASHINGTON FIRE CODE SETBACKS
NEC 110.26
TILT ON ARRAY WILL BE
SYMBOL LEGEND /V/ I REVERSED TO 10-15' SOUTH
❑ = MECHANICAL VENT F USING IRONRIDGE REVERSE
O = FLUE/ PLUMBING VENT w � 1 2 TILT RACKING
3
2s
O1 ROOF C
MAIN SERVICE PANEL
N N N N N
S Uri C�)l cn cn C�71
O UTILITY METER
OAC DISCONNECT ROOF CIF 7
ACCESS POINT
4 PV SUB PANEL IF USED L — N N N N N
295 ------T-
O INVERTER & INTEGRATED DC DISCONNECT 32' ILL
00
295 0
O P320 OPTIMIZER (TYPICAL FOR EACH MODULE)
295
O JUNCTION BOX ROOF SIZED DETERMINED IN FIELD JN) � � N)
295 v, cn cn cn cn cn
O PV MODULES 6
295 1 a'
OCONDUIT RUN IS SURFACE MOUNTED cn cc;1 c_nn cn cn cc7I
(ACTUAL CONDUIT RUNS TO BE
DETERMINED IN THE FIELD)
18'
ROOF A 295 295 295
0' 5' 10'
3'
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
affiliate1457 West 40 South SYSTEM SIZE: 8.85kW ____ ____ Viron Elmore Roof/Site Plan
Suite 400 CONTRACTOR LICENSE: 1316 Park HIII Drive
SOLAR Lindon, UT 84042 DATE: 2.12.2018 Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV2
INVERTER SPECIFICATIONS OPTIMIZER SPECIFICATIONS PV MODULE#1 SPECIFICATIONS NEW MAIN SERVICE PANEL
SOLAR EDGE MAKEAND MODEL SOLAREDGE P320 TEMP MANUFACTURER: SQUARED
MANUFACTURER AND MODEL SE6000H-US INPUTS OUTPUTS ITEK ENERGY ADJUSTED
MAX DCINPUTVOLTAGE IV] 500 MAX INPUTVOLTAGEATVOC/MIN 48 [V] 60 MAX OUTPUT VOLTAGE MAKE AND MODEL 295SE-60 VALUES PANEL MODEL NUMBER:
MAX OUTPUT POWER IW) 6000 MAX SHORT CIRCUIT CURRENT Isc 10 [A] 15 MAX OUTP UT CURRENT MAX POWER-POINT CURRENT(Imp) [A] 9.26 VOLTAGE: 240v IV]
NOMINAL DCINTPUTVOLTAGE IV] 380 MAX DC INPUT CURRENT 12.5 MAX POWER-POINT VOLTAGE(Vmv) IV] 32.41 27.5
[A] 15 ACTUALSTRINGOUTPUTCURRENT OPENGRCUITVOLTAGE(VOc) [V] 39.76 45.3 PHASES: 1 0
NOMINALACOUTPUTVOLTAGE IV] 240 RATED INPUT DC POWER 320 [W/VI 380 ACTUAL OPT]MIZER OUTPUT VOLTAGE OPENCIIRCUITOLTAG Nod [A] 9.77 BOX/BUSSRATING: 200 [A]
MAX CONTI N UOUS OUTPUT CURRENT [A] 25 NOTE 2:OPTIMIZERS TO BE GROUNDED USING UNIRAC:SOLARMOUNT STANDARD.1/4"HEX HEAD BOLT,WASHER,NUT, SHORT
MAX FUSE(OCPD) [A] 40 FOR TOP RAIL MOUNT.SUPPLIED SST STAR WASHER. MAX SERIES FUSE(OCPD) [A] 20 MAIN BREAKER: 200 [A]
MAX DC INPUT CURRENT* [A] 16.5 MAX POWER(PmAl) IWl 2% PV SYSTEM BREAKER SIZE 40 [A]
*DC CURRENTUMITED BY INVERTER AT DC DISCONNEC MAX VOLTAGE(VDc) IV] 100DT. #OF SPARE BREAKERS 2
NOTE:SOLAR EDGE INVERTERS&OPTMIZERS WITH INTEGRATED GROUND MEET THE CALCS: BU55 MAX
REQUIREMENTS FOR UNGROUNDED PV POWER SYSTEMS IN SECTIONS 690.35&690.41 Lw THE PER NEC 690.64(B)(2)&NEC 200 1.2 = 240 PANELI$NOT
2008,2011,AND 2014 NEC.THEREFORE GROUND FAULT REQ.OF 690.35 ARE MET AND SI➢NG OF
EQUIPMENT GROUND PER 690.45&250.122 ARE SATISFIED. 705.12(D)(2) MC3 PV BRK CENTER FED
200 + 46 = 240
NOTE 1: IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE
INTEGRATED MODULE&RACKING GND METHOD:SNAPNRACK GROUNDING ELECTRODE,ITISTHEPV CONTRACTOR'S RESPONSIBILITY TO
INSTALLA SUPPLEMENTAL GROUNDING ELECTRODE. NOTE 2: G.E.C.TO BE
CONTINUOUS AS PER NEC 690.147(A)&250.64(C).
1 15 MODULES/OPTIMIZERS IN A STRING 4
+ RED
L1
SE SE • • • SE
L2
_ 12 PANEL NOT CENTER-FED STRING CALCULATIONS
BLACK
------ -------L---------- NEW MSP MAIN:200 1 CIRCUIT WITH 15-SOLAREDGE P320 OPTIMIZERS IN SERIES
SINGLE PHASE 240V
4425W / 380V ACTUAL STRING CURRENT 11.64A
5 3 9 9.1 11 380V / 15 ACTUAL VOLTAGE PER OPTIMIZE 25.3V
1 3 1 X 380V MAX SYSTEM VOLTAGE 380V
15 MODULES/OPTIMIZERS IN A STRING 10 1 X 15A MAX SYSTEM CURRENT 15A
RED
15 X 295W <--ACTUAL I MAX POWER DC--> 4425W
4CA-2P
J-BOX L1 - L1 (21AAC)
El se • • se STRING CALCULATIONS
L2 L2
L1 L1 /�/ NEC 705.12(D)(2) 1 CIRCUIT WITH 15-SOLAREDGE P320 OPTIMIZERS IN SERIES
_ BLACK L2 L2 N
------- ------- --------- Li EGIN N 4425w / 380V ACTUAL STRING CURRENT 11.64A
G -� G _ _-_� G G L2 L1 380V / 15 ACTUAL VOLTAGE PER OPTIMIZEF 25.3V
UTILITYDISCO VISIBLE BLADE GND
TO 1 X 380V MAX SYSTEM VOLTAGE 380V
I
6 LOCKABLE 'ELECT. UGRIDY 1 X 15A MAX SYSTEM CURRENT 15A
2 W/UTILITY = 15 I X 295W <---ACTUAL I MAX POWER DC---> 4425W
4 ACCESS 24/7 4 NOTE 1
0 CONDUIT AND CONDUCTOR SCHEDULE
EQUIPMENT SCHEDULE TAG DESCRIPTION OFCONDUCTORTYPE CONDUCTOR SIZE(AWG) #OFCONDUCTORS CONDUITTYPE CONDUITSIZE
TAG DESCRIPTION MANUFACTURER PART NUMBER NOTES 1 PV WIRE #10 4 IN FREE AIR
1 SOLAR PV MODULE#1 ITEK ENERGY 295SE-60 ITEK ENERGY 295SE-60 QUANTITY 30 2 EGC/GEC #6 1 IN FREE AIR SOLID BARE
2 SOLAR PV MODULE#2 ITEK ENERGY 295SE-60 ITEK ENERGY 295SE-60 QUANTITY 0 3 THWN-2 #10 4&(1)G EMT 3/4"
3 INVERTER SOLAR EDGE SE6000H-US SOLAR EDGE SE6000H-US QUANTITY 1 4 THWN-2 #8 3&(1)G EMT 3/4"
4 OPTIMIZER SOLAREDGE P320 QUANTITY 30
5 RACKING SNAPNRACK SEE RACKING DETAILS CONDUCTOR CALCULATIONS: 1.ALL CONDUCTORS ARE
6 1-BOX CANTER E9801 3)11.64 x 1.25=14.56a 4)25 x 1.25=31.25a DESIGNED FOR LESS THAN 2%
7 GROUNDING SNAPNRACK MODULE TO RAIL/RAIL TOJ-BOX #10AWG=40a #8AWG=50a VOLTAGE DROP.
8 SOLAR PV SUB-PANEL N/A 310.1S(B)(3)(c)=56°C T310.15(B)(2)(a)=38°C 2.ALL EXTERIOR CONDUITS
9 DC DISCONNECT INTEGRALTO INVERTER INTEGRAL TO INVERTER T690.31(C)14.56a/0.71=20.50a 31.25a/0.91=34.34a SHALL HAVE WATERPROOF
9.1 RAPID SHUTDOWN SOLAR EDGE INTEGRAL TO INVERTER T310.S(B)(3)(a)=20.50a/0.9=25.63a 34.34a<50a FITTINGS.
10 AC(UTILITY)DISCONNECT SQUARE D OR EQUAL DU222RB,24OV,60A,2P,3R NEMA 3R 20.50a<40a
11 REVENUE METER SOLAR EDGE USOOONNR2 INTEGRAL TO INVERTER
12 1 NEW MAIN SERVICE PANEL ISQUARE D 240V 200A 20OA-MCB 40ckt
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• of f i l late 1457 West 40 South SYSTEM SIZE: 8.85kW ---- ---- Viron Elmore RISER
Suite 400 CONTRACTOR LICENSE: 1316 Park HIII Drive DIAGRAM
`. SOLAR Lindon, UT 84042 DATE: 2.12.2o1s Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV3
NOTE: PLAQUES SHALL BE ATTACHED TO THE SERVICE EQUIPMENT
WITH POP-RIVETS, SCREWS, OR APPROVED ADHESIVE. 13 PLACARD • •
O1LOCATION: MAIN BREAKER-3/8"TEXT n1, 6" 11 LOCATION: MSP - 14PT(0.195")TEXTCAUTION
CAUTION: SOLAR , ELECTRIC 1 WARNING:PFK)TOVOLTAJCPOWER SOURCEPHOTOVOLTAIC SYSTEM E• • •
ED
2" SYSTEM CONNECTED AND Warning labels: 2" WITH RAPID SHUTDOWN POWER TO THIS BUILDING IS ALSO
ENERGIZED Color:White Text on Red Background Ir SUPPLIED FROM THE FOLLOWING
L 6" L Material:Adhesive to permanently bond SOURCES WITH
Font:Arial 12 LOCATION: INVERTER- 14 PT (0.195")TEXT
O LOCATION: MAIN BREAKER- 14 PT (0.195")TEXT Text: 14 Point DISCONNECTS AS SHOWN
WARNINGI Locations With DC Circuit(s):
DUAL CE
2" POWER S • •AT: *CONDUITS(Every 10') 2" RAPID SHUTDOWN • PARK HILL DRIVE
NOMINALAC VOLTAGE: * RACEWAYS EXISTING MAIN
OPERATING OUTPUT CURRENT:25A AM T *ENCLOSURES SERVICE
*CABLE ASSEMBLIES 6"
ENTRANCE
OLOCATION: AC DISCONNECT- 14PT (0.195")TEXT 8 LOCATION: DC DISCO OR INVERTER- 14 PT(0.195")TEXT
PHOTOVOLTAIC UTILITY AC
SOLAR • DISCO
2"
DISCONNECT • • • • •
6„ ' SOLAR
RATED MPP VOLTAGE :. INVERTER & DC
MAX SYSTEM VOLTAGE 500 V
MAX CIRCUIT CURRENT 17 A DISCONNECT
O LOCATION: SUB PANEL (IF USED)- 14PT (0.195")TEXT SHOCKWARNING ELECTRICAL HAZARD 'LOAD
MAYBE
ENERGIZED IN OPEN POSITION
WARNING!
ELECTRICAL • ••• � 6" SOLAR PV
2" D• NOT TOUCH
TERMINALS ON BOTH LINE AND LOAD SIDES O LOCATION: MSP PANEL- 14PT(0.195")TEXT
ARRAY ON ROOF
MAY BE ENERGIZED IN THE OPEN ,• •
L 6" L
PV SYSTEM POINT OF • •
FOR ILLUSTRATION ONLY (NOT ACTUAL MSP)
SOLAR• POINT' ' 'O AC OUTPUT CURRENT 2S A PV SUB PANEL (IF USED) MAIN SERVICE PANEL LOCATION: J-BOX(es)- 14PT(0.195")TEXT
CAUTION! Co
4„ NOM
LA INALACVOLTAGE 240 V
NOV
13 O 0
SOLAR PV THIS PANELFED BY MULTIPLE SOURCES(UTILITY . . 4 �
2" ENERGIZEDMAY BE
O
AFTERREMAINDISCONNECTIONPLACARD O 0
L 6" L I. 6" AC m
DISCONNECT 11 m ❑ ❑ ❑
OLOCATION: MAIN PV BREAKER- 14 PT(0.195")TEXT 10 LOCATION: SUB PANEL (IF USED)- 14 PT(0.195")TEXT 10 INVERTER (IF USED) O WARNING
—• . 82�� ... . . . 2,� � � � � 3 j6AO
12N
3" 6"
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM sizE s ael<w ---- _--_ Viron Elmore Equipment Labels
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive & Placard
• �; bU LA
Lindon, UT 84042 DATE: �.'z.�o1s ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV4
■ =Table R802.5.1(2) - Continued MOUNT ATTACHMENT LOCATIONMAXIMUM OVERHANG(CANTILEVER) IS 19"
RAFTER SPANS FOR COMMON LUMBER SPECIES MAXIMUM SPACING OF ANCHORS(FOOTINGS) IS 48"OC.
(Roof live load = 20 psf, ceiling attached to rafters, L/A = 240 FIELD VERIFY EXACT LOCATIONS OF STRUCTURE MEMBERS.
DEAD LOAD = 10 psf DEAD LOAD = 20 psf
RAFTER 2x4 2 x 6 2 x 8 2x10 2x12 2x4 2 x 6 2 x 8 2x10 2x12
SPACING SPECIES AND GRADE Maximum rafter spans*
(inches) (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- rt 2' 4' 4' 4" 4'—7r
inches) inches) inches) inches) inches) inches) inches) inches) inches) inches) Photovoltaic Dead Load Statement
3'
Doug las fir-larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 16-10 20-7 23-10 Total Area of Array= 272.08sq ft � 4' 4' 4'
bs
Douglas fir-larch #1 8-0 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6 Array Gross Weight= 707 f
Douglas fir-larch #2 7-10 11-11 15-1 18-5 21-4 7-0 10-4 13-0 15-11 18-6 Dead Load Rating = 2.6 Ibs/sqt
sq ft
9 Existing Structural Framing = 2x4 @ 24"oc
Douglas fir-larch #3 6-2 9-1 11-6 14-1 16-3 5-4 7-10 10-0 12-2 14-1
Him-fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 19-10 23-0
Him-fir #1 7-8 12-0 15-8 19-2 22-2 7-4 10-9 13-7 16-7 19-3
I I * * I * I * I
Him-fir #2 7-3 11-5 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11 ROOF A
24 Him-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Southern Pine SS 8-1 12-9 16-10 21-6 Note b 8-1 12-9 16-10 20-10 24-8
Southern Pine #1 7-10 12-3 16-2 18-11 22-6 7-5 11-1 14-0 16-5 19-6 2"X 4" RAFTERS/TRUSSES
Southern Pine #2 7-4 11-0 13-11 16-6 19-6 6-4 9-6 12-1 14-4 16-10 24" ON CENTER
Southern Pine #3 5-8 8-4 10-6 12-9 15-1 4-11 7-3 9-1 11-0 13-1
Spruce-pine-fir SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-4 18-9 21-9 1-2- 4' 4' 4'
Spruce-pine-fir #1 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3 3' ? Photovoltaic Dead Load Statement
Spruce-pine-fir #2 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3 T 4'T * 4' * 2'* Total Area of Array= 90.69sq ft
Spruce-pine-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9 Array Gross Weight= 235.81 Ibs
ROOF B Dead Load Rating = 2.6 Ibs/sq ft
* LENGTH INDICATED IS TOTAL UNSUPPORTED LENGTH. Existing Structural Framing = 2x4 @ 24" oc
A framing plan is required only if the combined weight of the PV array exceeds 5 pounds per
square foot (PSF or Ibs/ft2) or the existing rafters are over-spanned. The following span tables from
the 2015 International Residential Code (IRC) can be used to determine if the rafters are 2"x 4" RAFTERS/TRUSSES
over-spanned. For installations in jurisdictions using different span tables, follow the local tables. 24" ON CENTER
2"X 4" RAFTERS/TRUSSES
24"ON CENTER
3'
4' 7r 4' 2
I I I I
Photovoltaic Dead Load Statement
Total Area of Array= 181.39sq ft t t t t
Array Gross Weight= 471.61 Ibs
Dead Load Rating = 2.6 Ibs/sq ft +
Existing Structural Framing = 2x4 @ 24"oc ROOF C
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Part( Hill Drive Calculations
• �; bU LA
Lindon, UT 84042 DATE: 2.'2.2018 ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV5
SNAPNRACK ROOF MOUNT SYSTEM
The Flashed L Foot provides a fully flashed roof fastener for
attachment to composition roof With no required cutting of shingles.
FT The L Foot is engineered for maximum adjustability for a clean, level
installation.
_ Slatted attachment provides 1" vertical adjustability for array leveling
r;
ti e
. 'I" spacers available for increased elevation adjustability
Silver or black anodized aluminUrn L Foot. Both are available with
black galvanized steel or aluminurn flashing.
f • , '` .�r r 'v ~ ,. No cutting of shingles
ROOF COVERING IS OPTIMAL SPACING FROM EDGE AND IN BETWEEN CLAMPS
COMPOSITION SHINGLE
OVER PLYWOOD LANDSCAPE PANELS PORTRAIT PANELS
CLAMP
RAIL 2' or 3'
SOLAR MODULE 8" 1' 2-1/2"
MODULE
2"X 4" RAFTERS
24"ON CENTER MODULE CLAMP SLIDING NUT
zs•• f2.5"
L-FOOT 0 t
IRONRIDGE MOUNT
LAG BOLT W/FLASHING IT n LAG BOLT RAIL
NOTE: Shall be at *SEALANT APPLIED UNDERNEATH
least 6 inches from any
truss joints. —J�OBLOCK L-FOOT
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Park Hill Drive Attachments
• �; bU LA
Lindon, UT 84042 DATE: 2.�z.2o18 ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV6
IRONRIDGE ROOF TILT LEG
C7)
ITEM NO. DESCRIPTION QTY.
1 U-FOOT 1
2 NORTH TILT LEG, 1 .5"SQ, LENGTH VARIES 1
3 PRE-ASSEMBLED SOUTH TILT LEG 1
3 4 NUT, FLANGE HEX 3/8-16 SS
5 DASHER, FLAT 3/8 SS 1
6 BOLT, 3/8-16 X 2.5" GCS SST 1
7 BOLT, BONDING 3/8-16 SQ HEAD, 2.25" 1
8 BOLT, BONDING 3/8-16 SCE HEAD, 1 .0" l
5
1
ROOF COVERING IS OPTIMAL SPACING FROM EDGE AND IN BETWEEN CLAMPS
COMPOSITION SHINGLE LANDSCAPE PANELS PORTRAIT PANELS
OVER PLYWOOD
CLAMP
2' or 3'
RAIL 8" 1' 2-1/2"
SOLAR MODULE
6"
MODULE
2"X 4" RAFTERS MODULE CLAMP SLIDING NUT
24"ON CENTER 2.5" 2.5"
L-FOOT 0 0
QUICKMOUNT
HANGER BOLT RAIL
HANGER BOLT COMPOSITION MOUNT
NOTE: Shall be at W/FLASHING
least 6 inches from any*SEALANT APPLIED UNDERNEATH —J� L-FOOT
truss joints. oBLocK
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Park Hill Drive Attachments
DATE: 2.12.2018 HEET#
Lindon, UT 84042 Arlington, WA 98273
844-500-7652 DATE: DESIGNER: Isai Rivas PV6.1
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SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• affiliate 1457 West 40 South SYSTEM SIZE: 8.85kw ____ ____ Viron Elmore Property Lines
Jv Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive
Lindon, UT 84042 DATE: 2.12.2018 ---- ---- Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV7
MissionOur to Power • Thriving Future
� NH I I III'IHII III II�I'I
(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
HNk 1 � NIH � 1111 11
III
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII�IWII
IIIIIIIIIIIIIIIIIIIIIIIIIIIm�■
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt We offer solar modules of unsurpassed
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII® quality that exceed performance
expectations at an affordable price.
Industry-leading efficient monocrystalline High-power-density five-busbar design
silicon PERC cells
PEo Certified PID-free above and beyond Impact resistant, anti-glare solar glass
the industry standard
rio Full quality check of every module Building the highest efficiency
along the production line PERC modules in the USA
Connect with us:www.itekenergy.com info@itekenergy.com
0 ..0 Itek
ENERGY
ASSEMBLED IN U.S.A.
Building Solar I Powering The Future
Itek SE 60-Cell Module i tek a
Design & Engineering Data E N E R G Y
Cell Type •60 high-efficiency monocrystalline p-type cells Dimensions 1001 mm x 1675mm x 40mm
•6 x 10 cell matrix
Weight 41 Ibs/18.6kg
Solar Glass • Ultra-clear anti-reflective treatment
•Tempered,with low iron content
•Anti-glare prismatic subsurface texture
Backsheet •Multi-layered Operational Temperature -40...+90°C
• Engineered adhesion for maximum weather protection Maximum System Voltage 1000 VDC
Frame •40mm High-strength corrosion-resistant anodized aluminum Maximum Design Load(UL 1703) 113 psf(5400pa)
•Compatible with standard racking,accommodating both top-down Max Series Fuse Rating 15A
clamps and bottom-flange mounting
Max Reverse Current 15A
Cable •90°C 12AWG PV wire
Junction Box •3 bypass diodes • 1000 VDC MC4 connectors •Tigo TS4
Grounding •Certified for Wiley Electronics WEEBTM grounding clips Nominal Operating 45.01°C
• Eight standard grounding locations per module for Cell Temperature(NOCT)
reduced ground wire length Temperature Coefficient of PMFr -0.39%/°C
rQUA LIFICATI 1 Temperature Coefficient ofV.(D,M,S,O) -0.29%/°C
Temperature Coefficient of V.(TS4-L only) 0.0%/°C
Fire Rating Type 1
Temperature Coefficient of Isc +0.04%/°C
PID Free 500+hours
Temperature Coefficient of VMrr -0.38%/°C
ARRA,BAA, and TAA Compliant
*Electrical characteristics may vary within±2%of the indicated
values at Standard Test Conditions (STC): Irradiance of
1,000W/m2,AM 1.5 spectrum,cell temperature at 25`C. _
Maximum Power-PMAz(Wp) 295 300 305 310 315
Note:specifications subject to change without notice.
Maximum Power Voltage-VMRR(V) 32.8 32.9 33.1 33.2 33.3
Maximum Power Current-Imw(A) 8.9 9.0 9.1 9.2 9.3 1V4
Maximum Circuit Current-Imm(A) (O,L) 12 12 12 12 12 ASSEMBLED CERTIFIED MADE Y�,i' TDVRMiniana
IN WASHINGTON ARRA,BAA,and TAA
IN U.S.A. sale,ftoj c c Pltom us
Maximum Voltage(TS4-L only)-VK x(V) 37.8 37.9 38.1 38.2 38.4
Open Circuit Voltage-Voc(V) (D,M,S,O) 39.7 39.8 40.0 40.1 40.3 [7in]
178mm
Short Circuit Current-Isc(A) (D,M,S) 9.6 9.7 9.8 9.9 10 [sin] �[1.06inl
Module Efficiency 17.59% 17.89% 18.19% 18.49% 18.78% 127mm 27mm
[3.13in]
79.5mm
[4in]
101.6mm
Choose from Safety Safety+Optimization I Safety+Optimization+Long Strings
All of these options include Monitoring TigOTS4 i [12in]
Junction BoxJ
304.80mm
TS4 Platform � � � � ® y
TS4-L LONG STRINGS [bin]
203mm
[37in]
® � � 949mm
[.38in]
TS4-0 OPTIMIZATION 09.53mm
[65.94in]
1675mm
TS4-S SAFETY
[48in]
ts in 1219mm
TS4-M MONITORING Tigo [.20in]
rASmm
Frame Depth:40mm[1.57in]
TS4-D DIODES
[24in]
610mm
[37.52in]
Headquarters:3886 Hammer Drive,Bellingham,WA 98226 953mm
Sales Offices:WA:(360)647-9531 1 MN: (612)318-6384 1 CA:(360)393-0178 [39.41in]
info@itekenergy.com I www.itekenergy.com 1001mm
solar=@@ •
Single Phase Inverters
for North America
SE3000H-US / SE380OH-US / SE5000H-US /
SE6000H-US / SE760OH-US / SE100001-1-US
solarZW , HD...,
® HD
solar-��= ... wore
�rverte,
_25
1v,Jarran�Y
ssss ,.0
- e
4 -
lei
O
Optimized installation with HD-Wave technology
Specifically designed to work with power optimizers
Record-breaking efficiency
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12
UL1741 SA certified,for CPUC Rule 21 grid compliance
Extremely small D
High reliability without any electrolytic capacitors
— Built-in module-level monitoring IIIIIVIn
— Outdoor and indoor installation wave
— Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy)
USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- www.solaredge.Us
SOUTH AFRICA-POLAND-CZECH REPUBLIC
solar=@ " Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/
SE6000H-US/SE760OH-US/SE1000OH-US
SE3000H-US I SE380OH-US SE5000H-US I SE6000H-US SE760OH-US I SE1000OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 10000 VA
Max.AC Power Output������������� .......3000....... .......3800....... .......5000....... .......6000....... .......7600....... �������10000������ ....VA....
. ...................................... .................... ........Iim....... ........I?N....... ........I?N....... .................... .................... ...........
AC Output Voltage Min.-Nom: ✓ Vac
„Max:(211-240,-264).............„
AC Frequency(Nominal)............ ................... 59.3-60-,60.54).......... Hz.....
Maximum Continuous Output 12.5 16 21 25 32 42 A
Current�240V......................
................... .................... .................... .................... .................... .................... ...........
GFDI Threshold 1 A.....
Utility Monitoring,Is,landing
Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 15500 W
........................................ .................... .................... .................... .................... .................... .................... ...........
Transformer less,Ungrounded Yes
............................................................ ...........
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage......... 380...................................... 400................. ...Vdc ...
Maximum Input Current@240V 8.5 10.5 13.5 16.5 20 27 Adc
......... ........... .......... .................... .................... .................... .................... .................... .................... ...........
Max.Input Short Circuit Current 45 Adc
........................................ ............................................................................................................................. ...........
Reverse_Polarity Protection Yes
............................................................ ...........
Ground-Fault Isolation Detection 600kQ Sensitivity
....................... ....................
Maximum Inverter Efficiency 99 99.2
........ ............................ ................................................. .
CEC Weighted Efficiency 99
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication RS485,Ethernet,ZigBee(optional),Cellular(optional)
,Interfaces
.............................. ............................................................................................................................. ...........
Revenue Grade Data,ANSI C12.20 Optional(2)
............... ..... ............................................... ............................................................................. ...........
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
.................. ...........
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
...............................
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG 3/4"minimum/20-4 AWG
Range................................ .
....................................................................................................... .................... ...........
DC Input Conduit Size/#of Strings 3/4"minimum
/AWG Range 3/4"minimum/1-2 strings/14-6 AWG /1-3 strings/
6
........................................ ........................................................................................................ .....1..4-...A..W....G
.... ...........
Dimensions with Safety Switch 21.3 x 14.6 x
(HxWxD) 17.7 x 14.6 x 6.8 /450x370x174 7.3/540x370 in/mm
x 185
Wei ht with Safety Switch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 Ib. k
................................. .................... .................... ................... ................... ....... ........ �...
Noise <25 <50 .dBA
Cooling Natural Convection Natural convection
.........:.............................. . .......................................... . ..................... ...........
Operating Temperature Range -13 to+140/-25 to+600)(-40'F/-40'C option)(') F/`C
Protection Ratin NEMA 3R(Inverter with Safety Switch)
.................... .......................................................................... ....................................... ...........
For other regional settings please contact SolarEdge support
Revenue grade inverter P/N:SExxxxH-USOOONNQ
For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
i°�-40 version P/N:SExxxxH-USOOONNU4
•
solar=@e
SolarEdge Power Optimizer
Module Add-On For North America
P320 / P370 / P400 / P405 / P505
•
1
1
•power p
F 5yeats
� `ZcranWo ,
a
°d•aaZIW��°
PV power optimization at the module-level
— Specifically designed to work with SolarEdge inverters
— Up to 25%more energy
— Superior efficiency(99.5%)
— Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading
— Flexible system design for maximum space utilization
— Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Compliant with arc fault protection and rapid shutdown NEC requirements(when installed as part of the SolarEdge system)
— Module-level voltage shutdown for installer and firefighter safety
USA-CANADA-GERMANY-UK-ITALY-THE N ETH E RLAN DS-JAPAN-CH I NA-AUSTRALIA-ISRAEL-FRANCE-BELG I U M-TU RKEY-I N DIA-BU LGAR IA-ROMAN IA-H U N GARY- WWw.solaredge.us
SWEDEN-SOUTH AFRICA-POLAND-CZECH REPUBLIC
s o I a r , SolarEdge Power Optimizer
`� — Module Add-On for North America
P320/ P370/ P400/ P405/ P505
P320 P370 P400 P405 P505
OPTIMIZER MODEL (for higher-power
(typical module compatibility) (for high-power 60 and 72-cell (for 72&96-cell (for thin film (for higher
60-cell modules) modules) modules) current modules)
modules)
INPUT
Rated Input DC Power(') 320 370 400 405 505 W
............................................... ...................... ...................... ...................... ...................... ...................... ..............
Absolute Maximum Input Voltage 48 60 80 125 83 Vdc
(Voc at lowest temperature)
............................................... ...................... ...................... ...................... ...................... ...................... ..............
MPPT Operating Range 8-48 8-60 8-80 12.5-105 12.5-83 Vdc
............................................... ...................... ...................... ...................... ...................... ...................... ..............
Maximum Short Circuit Current(Isc) 11 10.1 14 Adc
....p.......................... ............................................. ............................................. ...................... ..............
Maximum DC Input Current 13.75 12.63 17.5 Adc
............................................... ............................................. ............................................. ...................... ..............
Maximum Efficiency 99.5 %
Weighted Efficiency....................... .............98.8........................................ 98.6 ......�......
...... ............... ........................ ........................................................................................... ...................... ..............
Overvoltage Category II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
............................................... .................................................................... ............................................ ..............
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
1±0.1 Vdc
Optimizer
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
............................................... .................................................................................................................. ..............
Safety IEC62109 1(class II safety),UL1741
............................................... .................................................................................................................. ..............
ROHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000 Vdc
............................................... .................................................................................................................. ..............
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
............................................... ............................................. ...................... ...................... ...................... ..............
128x152x36/ 128x152x50/ 1.2-i 2x59/
Dime nsions(WxLxH) 128x152x28/5x5.97x1.1 Sx5.97x1.42 Sx5.97x1.96 Sx5.97x2.32 mm/in
........................................... ............................................. ...................... ...................... ...................... ..............
Weight(including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 gr/lb
Input Connector MC4 12)
............................................... .................................................................................................................. ..............
Output Wire / o Double Insulated;MC4
................Type........Connect..........r............. ...................... ........................................................................................... ..............
Output Wire Length........................ ..... :95. .3: ...... .........................................1:2 3.9
......................................... ...m/ft
....
Operating Temperature Range 40-+85/:40-+185 -C/7
............................................ .... .
Protection Rating IP68/NEMA6P
............................................... .................................................................................................................. ..............
Relative Humidity 0-100 %
............................................... .................................................................................................................. ..............
('I Rated STC power of the module.Module of up to+5%power tolerance allowed.
P)For other connector types please contact SolarEdge
PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTER(3)(4) HD-WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
Minimum String Length P320,P370,P400 8 10 18
...................... ..................................................... .............
(Power Optimizers) P405/P505 6 8 14
............................ ...................... ..................................................... .......................... ............... .......... ..............
Maximum String Length 25 25 50
(Power Optimizers
....... ............................ .......................... .......................... .......................... .......................... ..............
5700(6000 with
Maximum Power per String SE7600H-US, 5250 6000 12750 W
SE10000H-US)
................................................... .......................... .......................... .......................... .......................... ..............
Parallel Strings of Different Lengths
or Orientations Yes
................................................... ........................................................................................................... ..............
I3I For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing_na.pdf.
°I It is not allowed to mix P405/P505 with P320/P370/P400/P600/P700/P800 in one string.
IsI A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement
rCE CGIN
o SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED
are trademarks or registered trademarks
.•-
AZIMUTH AND TILT ANGLE CONSTRUCTION NOTES
ROOF A. A LADDER SHALL BE IN PLACE FOR ANY INSPECTIONS IN COMPLIANCE WITH OSHA REGULATIONS.
A B C D E B. PV MODULES ARE NON-COMBUSTIBLE IN NATURE.
C. THIS SYSTEM IS A UTILITY INTERACTIVE(GRID CONNECTED)SYSTEM AND DOES NOT HAVE STORAGE BATTERIES.
AZIMUTH 140' 50' 320' D. AGROUND ELECTRODE SYSTEM WILL BE PROVIDED IN ACCORDANCE WITH NEC 690.47&250.50-250.166. GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAYBE
TILTANGLE 25° 25' 25" USED WHEN BONDED AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE,OR IS ONLY METALLIC WATER PIPING,A SUPPLEMENTAL
MODULE COUNT 15 5 10 GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE
CONDUCTORS SHALL BE NO LESS THAN#8 AWG AND NO GREATER THAN#6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A
SOLARACCESS COMPLETE GROUNDING SYSTEM.
TSFR AVEREAGE E. EACH MODULE WILL BE GROUNDED USING THE SUPPLIED CONNECTION POINTS IDENTIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
F. THE EXPOSED METALLIC TABS OF THE SOLAREDGE OPTIMIZERS SHALL BE BONDED AND/OR GROUNDED PER NEC 690.43(A)AND THE MANUFACTURERS'INSTRUCTIONS.
INVERTERS SOLAR EDGESE6000H-US 1 G. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER NEC 110.26.
OPTIMIZER SOLAREDGE P320 30 H. ALTERNATE POWER SOURCE PLACARD SHALL BE PLASTIC,ENGRAVED IN A CONTRASTING COLOR(WHITE). THIS PLAQUE WILL BE PERMANENTLY ATTACHED&UV RESISTANT.
MODULE#1: COUNT: MODULE#2: COUNT: I. ALL PLAQUES AND SIGNS WILL BE INSTALLED AS REQUIRED BY 2017 NEC.
J. A SMOKE DETECTOR,APPROVED AND LISTED BY THE STATE FIRE MARSHAL,SHALL BE INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS,REPAIRS OR
ITEK ENERGY295SE-60 30 JITEK ENERGY295SE-60 0 ADDITIONS EXCEEDS$1,000.00. A BATTERY POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENTS FOR A SMOKE DETECTOR. APPROVED COMBINED SMOKE ALARMS
AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE.A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE
SHEET INDEX ATTACHED GARAGES OR FUEL-BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING$1,000.00. LISTED SINGLE-OR
PV1 TITLE SHEET MULTI-STATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON
EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY
PV2 ROOF/SITE PLAN POWER FROM THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF
PV3 ELECTRICAL LIN E DIAGRAM WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC.
PV4 EQUIPMENT LABELS/PLACARD K. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL(OR INVERTER)IF
SMALLER THAN#6 AWG COPPER WIRE AS PER NEC 250-64B. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS,EXCEPT FOR SPLICES OR JOINTS AS BUSBARS
PV5 STRUCTURAL CALCS WITHIN LISTED EQUIPMENT AS PER NEC 250.64C.
PV6 STRUCTURAL ATTACHMENTS L. ROOF COVERINGS SHALL BE DESIGNED,INSTALLED,AND MAINTAINED IN ACCORDANCE WITH THE BUILDING CODE OF THE LOCAL JURISDICTION.
PV7 PROPERTY LINES M. PV SYSTEMS CONNECTION IN THE SWITCH GEAR(PANEL)SHALL BE POSITIONED AT THE OPPOSITE END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AS
PER NEC 705.12(D)(7).
EQUIPMENT CUTSHEETS N. ALL EQUIPMENT SUPPLIED SHALL BE UL LISTED OR LISTED BY A LISTING AGENCY RECOGNIZED BY THE STATE IN WHICH THE SYSTEM IS CONSTRUCTED.
STRUCTURAL ENGINEERING CALS(IF REQ.) O. AC DISCONNECTS SHALL BE IN COMPLIANCE WITH NEC 690.17.
P. ALL DC CONDUCTORS SHALL BE 90°RATED THHW,THWN-2,USE-2 OR PV WIRE.ALL AC CONDUCTORS SHALL BE 75°RATED THWN WIRE.
Q. THE UTILITY DISCONNECT HAS VISIBLE BLADES,IS LOCKABLE AND IS ACCESSIBLE TO THE UTILITY 24/7.
OCCUPANCY&CONSTRUCTION TYPE CONTRACTORS LICENSE#&TYPE R. ALL BREAKERS SHALL BE SUITABLE FOR BACKFEED. WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION THE BREAKER SHALL NOT READ'LINE AND
OCCUPANCY-R3 LOAD'.
S. COORDINATE ANY POWER OUTAGE WITH LOCAL UTILITY AND PROPERTY OWNER. NOTIFY UTILITY BEFORE ACTIVATION OF PV SYSTEM.
CONSTRUCTION TYPE-5B T. CITY BUILDING INSPECTOR SHALL INSPECT ACCESSIBLE STRUCTURAL CONNECTIONS AND THE HOUSE CURRENT SIDE OF THE SYSTEM,ALL OTHER EQUIPMENT SHALL BE UL
LISTED AND APPROVED.
APPLICABLE CODES U. PHOTOVOLTAIC MODULES SHALL NOT BE INSTALLED OVER ANY ATTIC,PLUMBING OR MECHANICAL VENT. PLUMBING VENTS TO EXTEND A MIN OF 6"ABOVE ROOF OR
MODULE. NO BLDG,PLBG OR MECH VENTS TO BE COVERED,OBSTRUCTED OR ROUTED AROUND MODULES.
2017 NATIONAL ELECTRICAL CODE(NEC) V. ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER THE OPENINGS SUCH AS WINDOWS OR DOORS,AND
LOCATED AT A STRONG POINT OF BUILDING CONSTRUCTION.FIELD VERIFY EXACT LOCATION.
W. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED.NO SOLID WASTE,PETROLEUM BYPRODUCTS,SOIL PARTICULATE,CONSTRUCTION
WASTE MATERIAL OR WASTEWATER GENERATED ON CONSTRUCTION SITE OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED,CONVEYED OR DISCHARGED INTO THE
STREET,GUTTER OR STORM DRAIN SYSTEM.
X. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE AND WIRING MUST BE PERMANENTLY AND
COMPLETELY HELD OFF OF THE ROOF SURFACE.
Y. PAINT SURFACE MOUNTED CONDUIT TO MATCH EXISTING STRUCTURE.
STREET VIEW GE VIEW
91316 Palk Hill D,
Google Earth
-S.. ._..
•..•
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
affiliate 1457 West 40 South SYSTEM SIZE: 8.85kW Viron Elmore Title Sheet
Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive
SOLAR Lindon, UT84042 DATE: 2.12.2018 Arlington, WA98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV1
AZIMUTH AND TILT ANGLE
ROOF
A B C D E
AZIMLMI 140' 50` 320P PARK HILL DRIVE
TILTANGLE 25' 25' 25'
MODULE COUNT 15 5 lO F—
SOLAR ACCESS
TSFR AVEREAGE
INVERTERS SOLAR EDGESE6000H-US 1
OPTIMIZER SOLAREDGEP320 30
MODULE#1: COUNT: MODULE#2: COUNT:
ITEK ENERGY295SE-60 30 ITEK ENERGY295SE-60 0
COMPOSITION SHINGLES
t-
3' WASHINGTON FIRE CODE SETBACKS
NEC 110.26
TILT ON ARRAY WILL BE
SYMBOL LEGEND /V/ I REVERSED TO 10-15' SOUTH
❑ = MECHANICAL VENT F USING IRONRIDGE REVERSE
O = FLUE/ PLUMBING VENT w � 1 2 TILT RACKING
3
2s
O1 ROOF C
MAIN SERVICE PANEL
N N N N N
S Uri C�)l cn cn C�71
O UTILITY METER
OAC DISCONNECT ROOF CIF 7
ACCESS POINT
4 PV SUB PANEL IF USED L — N N N N N
295 ------T-
O INVERTER & INTEGRATED DC DISCONNECT 32' ILL
00
295 0
O P320 OPTIMIZER (TYPICAL FOR EACH MODULE)
295
O JUNCTION BOX ROOF SIZED DETERMINED IN FIELD JN) � � N)
295 v, cn cn cn cn cn
O PV MODULES 6
295 1 a'
OCONDUIT RUN IS SURFACE MOUNTED cn cc;1 c_nn cn cn cc7I
(ACTUAL CONDUIT RUNS TO BE
DETERMINED IN THE FIELD)
18'
ROOF A 295 295 295
0' 5' 10'
3'
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
affiliate1457 West 40 South SYSTEM SIZE: 8.85kW ____ ____ Viron Elmore Roof/Site Plan
Suite 400 CONTRACTOR LICENSE: 1316 Park HIII Drive
SOLAR Lindon, UT 84042 DATE: 2.12.2018 Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV2
INVERTER SPECIFICATIONS OPTIMIZER SPECIFICATIONS PV MODULE#1 SPECIFICATIONS NEW MAIN SERVICE PANEL
SOLAR EDGE MAKEAND MODEL SOLAREDGE P320 TEMP MANUFACTURER: SQUARED
MANUFACTURER AND MODEL SE6000H-US INPUTS OUTPUTS ITEK ENERGY ADJUSTED
MAX DCINPUTVOLTAGE IV] 500 MAX INPUTVOLTAGEATVOC/MIN 48 [V] 60 MAX OUTPUT VOLTAGE MAKE AND MODEL 295SE-60 VALUES PANEL MODEL NUMBER:
MAX OUTPUT POWER IW) 6000 MAX SHORT CIRCUIT CURRENT Isc 10 [A] 15 MAX OUTP UT CURRENT MAX POWER-POINT CURRENT(Imp) [A] 9.26 VOLTAGE: 240v IV]
NOMINAL DCINTPUTVOLTAGE IV] 380 MAX DC INPUT CURRENT 12.5 MAX POWER-POINT VOLTAGE(Vmv) IV] 32.41 27.5
[A] 15 ACTUALSTRINGOUTPUTCURRENT OPENGRCUITVOLTAGE(VOc) [V] 39.76 45.3 PHASES: 1 0
NOMINALACOUTPUTVOLTAGE IV] 240 RATED INPUT DC POWER 320 [W/VI 380 ACTUAL OPT]MIZER OUTPUT VOLTAGE OPENCIIRCUITOLTAG Nod [A] 9.77 BOX/BUSSRATING: 200 [A]
MAX CONTI N UOUS OUTPUT CURRENT [A] 25 NOTE 2:OPTIMIZERS TO BE GROUNDED USING UNIRAC:SOLARMOUNT STANDARD.1/4"HEX HEAD BOLT,WASHER,NUT, SHORT
MAX FUSE(OCPD) [A] 40 FOR TOP RAIL MOUNT.SUPPLIED SST STAR WASHER. MAX SERIES FUSE(OCPD) [A] 20 MAIN BREAKER: 200 [A]
MAX DC INPUT CURRENT* [A] 16.5 MAX POWER(PmAl) IWl 2% PV SYSTEM BREAKER SIZE 40 [A]
*DC CURRENTUMITED BY INVERTER AT DC DISCONNEC MAX VOLTAGE(VDc) IV] 100DT. #OF SPARE BREAKERS 2
NOTE:SOLAR EDGE INVERTERS&OPTMIZERS WITH INTEGRATED GROUND MEET THE CALCS: BU55 MAX
REQUIREMENTS FOR UNGROUNDED PV POWER SYSTEMS IN SECTIONS 690.35&690.41 Lw THE PER NEC 690.64(B)(2)&NEC 200 1.2 = 240 PANELI$NOT
2008,2011,AND 2014 NEC.THEREFORE GROUND FAULT REQ.OF 690.35 ARE MET AND SI➢NG OF
EQUIPMENT GROUND PER 690.45&250.122 ARE SATISFIED. 705.12(D)(2) MC3 PV BRK CENTER FED
200 + 46 = 240
NOTE 1: IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE
INTEGRATED MODULE&RACKING GND METHOD:SNAPNRACK GROUNDING ELECTRODE,ITISTHEPV CONTRACTOR'S RESPONSIBILITY TO
INSTALLA SUPPLEMENTAL GROUNDING ELECTRODE. NOTE 2: G.E.C.TO BE
CONTINUOUS AS PER NEC 690.147(A)&250.64(C).
1 15 MODULES/OPTIMIZERS IN A STRING 4
+ RED
L1
SE SE • • • SE
L2
_ 12 PANEL NOT CENTER-FED STRING CALCULATIONS
BLACK
------ -------L---------- NEW MSP MAIN:200 1 CIRCUIT WITH 15-SOLAREDGE P320 OPTIMIZERS IN SERIES
SINGLE PHASE 240V
4425W / 380V ACTUAL STRING CURRENT 11.64A
5 3 9 9.1 11 380V / 15 ACTUAL VOLTAGE PER OPTIMIZE 25.3V
1 3 1 X 380V MAX SYSTEM VOLTAGE 380V
15 MODULES/OPTIMIZERS IN A STRING 10 1 X 15A MAX SYSTEM CURRENT 15A
RED
15 X 295W <--ACTUAL I MAX POWER DC--> 4425W
4CA-2P
J-BOX L1 - L1 (21AAC)
El se • • se STRING CALCULATIONS
L2 L2
L1 L1 /�/ NEC 705.12(D)(2) 1 CIRCUIT WITH 15-SOLAREDGE P320 OPTIMIZERS IN SERIES
_ BLACK L2 L2 N
------- ------- --------- Li EGIN N 4425w / 380V ACTUAL STRING CURRENT 11.64A
G -� G _ _-_� G G L2 L1 380V / 15 ACTUAL VOLTAGE PER OPTIMIZEF 25.3V
UTILITYDISCO VISIBLE BLADE GND
TO 1 X 380V MAX SYSTEM VOLTAGE 380V
I
6 LOCKABLE 'ELECT. UGRIDY 1 X 15A MAX SYSTEM CURRENT 15A
2 W/UTILITY = 15 I X 295W <---ACTUAL I MAX POWER DC---> 4425W
4 ACCESS 24/7 4 NOTE 1
0 CONDUIT AND CONDUCTOR SCHEDULE
EQUIPMENT SCHEDULE TAG DESCRIPTION OFCONDUCTORTYPE CONDUCTOR SIZE(AWG) #OFCONDUCTORS CONDUITTYPE CONDUITSIZE
TAG DESCRIPTION MANUFACTURER PART NUMBER NOTES 1 PV WIRE #10 4 IN FREE AIR
1 SOLAR PV MODULE#1 ITEK ENERGY 295SE-60 ITEK ENERGY 295SE-60 QUANTITY 30 2 EGC/GEC #6 1 IN FREE AIR SOLID BARE
2 SOLAR PV MODULE#2 ITEK ENERGY 295SE-60 ITEK ENERGY 295SE-60 QUANTITY 0 3 THWN-2 #10 4&(1)G EMT 3/4"
3 INVERTER SOLAR EDGE SE6000H-US SOLAR EDGE SE6000H-US QUANTITY 1 4 THWN-2 #8 3&(1)G EMT 3/4"
4 OPTIMIZER SOLAREDGE P320 QUANTITY 30
5 RACKING SNAPNRACK SEE RACKING DETAILS CONDUCTOR CALCULATIONS: 1.ALL CONDUCTORS ARE
6 1-BOX CANTER E9801 3)11.64 x 1.25=14.56a 4)25 x 1.25=31.25a DESIGNED FOR LESS THAN 2%
7 GROUNDING SNAPNRACK MODULE TO RAIL/RAIL TOJ-BOX #10AWG=40a #8AWG=50a VOLTAGE DROP.
8 SOLAR PV SUB-PANEL N/A 310.1S(B)(3)(c)=56°C T310.15(B)(2)(a)=38°C 2.ALL EXTERIOR CONDUITS
9 DC DISCONNECT INTEGRALTO INVERTER INTEGRAL TO INVERTER T690.31(C)14.56a/0.71=20.50a 31.25a/0.91=34.34a SHALL HAVE WATERPROOF
9.1 RAPID SHUTDOWN SOLAR EDGE INTEGRAL TO INVERTER T310.S(B)(3)(a)=20.50a/0.9=25.63a 34.34a<50a FITTINGS.
10 AC(UTILITY)DISCONNECT SQUARE D OR EQUAL DU222RB,24OV,60A,2P,3R NEMA 3R 20.50a<40a
11 REVENUE METER SOLAR EDGE USOOONNR2 INTEGRAL TO INVERTER
12 1 NEW MAIN SERVICE PANEL ISQUARE D 240V 200A 20OA-MCB 40ckt
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• of f i l late 1457 West 40 South SYSTEM SIZE: 8.85kW ---- ---- Viron Elmore RISER
Suite 400 CONTRACTOR LICENSE: 1316 Park HIII Drive DIAGRAM
`. SOLAR Lindon, UT 84042 DATE: 2.12.2o1s Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV3
NOTE: PLAQUES SHALL BE ATTACHED TO THE SERVICE EQUIPMENT
WITH POP-RIVETS, SCREWS, OR APPROVED ADHESIVE. 13 PLACARD • •
O1LOCATION: MAIN BREAKER-3/8"TEXT n1, 6" 11 LOCATION: MSP - 14PT(0.195")TEXTCAUTION
CAUTION: SOLAR , ELECTRIC 1 WARNING:PFK)TOVOLTAJCPOWER SOURCEPHOTOVOLTAIC SYSTEM E• • •
ED
2" SYSTEM CONNECTED AND Warning labels: 2" WITH RAPID SHUTDOWN POWER TO THIS BUILDING IS ALSO
ENERGIZED Color:White Text on Red Background Ir SUPPLIED FROM THE FOLLOWING
L 6" L Material:Adhesive to permanently bond SOURCES WITH
Font:Arial 12 LOCATION: INVERTER- 14 PT (0.195")TEXT
O LOCATION: MAIN BREAKER- 14 PT (0.195")TEXT Text: 14 Point DISCONNECTS AS SHOWN
WARNINGI Locations With DC Circuit(s):
DUAL CE
2" POWER S • •AT: *CONDUITS(Every 10') 2" RAPID SHUTDOWN • PARK HILL DRIVE
NOMINALAC VOLTAGE: * RACEWAYS EXISTING MAIN
OPERATING OUTPUT CURRENT:25A AM T *ENCLOSURES SERVICE
*CABLE ASSEMBLIES 6"
ENTRANCE
OLOCATION: AC DISCONNECT- 14PT (0.195")TEXT 8 LOCATION: DC DISCO OR INVERTER- 14 PT(0.195")TEXT
PHOTOVOLTAIC UTILITY AC
SOLAR • DISCO
2"
DISCONNECT • • • • •
6„ ' SOLAR
RATED MPP VOLTAGE :. INVERTER & DC
MAX SYSTEM VOLTAGE 500 V
MAX CIRCUIT CURRENT 17 A DISCONNECT
O LOCATION: SUB PANEL (IF USED)- 14PT (0.195")TEXT SHOCKWARNING ELECTRICAL HAZARD 'LOAD
MAYBE
ENERGIZED IN OPEN POSITION
WARNING!
ELECTRICAL • ••• � 6" SOLAR PV
2" D• NOT TOUCH
TERMINALS ON BOTH LINE AND LOAD SIDES O LOCATION: MSP PANEL- 14PT(0.195")TEXT
ARRAY ON ROOF
MAY BE ENERGIZED IN THE OPEN ,• •
L 6" L
PV SYSTEM POINT OF • •
FOR ILLUSTRATION ONLY (NOT ACTUAL MSP)
SOLAR• POINT' ' 'O AC OUTPUT CURRENT 2S A PV SUB PANEL (IF USED) MAIN SERVICE PANEL LOCATION: J-BOX(es)- 14PT(0.195")TEXT
CAUTION! Co
4„ NOM
LA INALACVOLTAGE 240 V
NOV
13 O 0
SOLAR PV THIS PANELFED BY MULTIPLE SOURCES(UTILITY . . 4 �
2" ENERGIZEDMAY BE
O
AFTERREMAINDISCONNECTIONPLACARD O 0
L 6" L I. 6" AC m
DISCONNECT 11 m ❑ ❑ ❑
OLOCATION: MAIN PV BREAKER- 14 PT(0.195")TEXT 10 LOCATION: SUB PANEL (IF USED)- 14 PT(0.195")TEXT 10 INVERTER (IF USED) O WARNING
—• . 82�� ... . . . 2,� � � � � 3 j6AO
12N
3" 6"
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM sizE s ael<w ---- _--_ Viron Elmore Equipment Labels
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive & Placard
• �; bU LA
Lindon, UT 84042 DATE: �.'z.�o1s ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV4
■ =Table R802.5.1(2) - Continued MOUNT ATTACHMENT LOCATIONMAXIMUM OVERHANG(CANTILEVER) IS 19"
RAFTER SPANS FOR COMMON LUMBER SPECIES MAXIMUM SPACING OF ANCHORS(FOOTINGS) IS 48"OC.
(Roof live load = 20 psf, ceiling attached to rafters, L/A = 240 FIELD VERIFY EXACT LOCATIONS OF STRUCTURE MEMBERS.
DEAD LOAD = 10 psf DEAD LOAD = 20 psf
RAFTER 2x4 2 x 6 2 x 8 2x10 2x12 2x4 2 x 6 2 x 8 2x10 2x12
SPACING SPECIES AND GRADE Maximum rafter spans*
(inches) (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- rt 2' 4' 4' 4" 4'—7r
inches) inches) inches) inches) inches) inches) inches) inches) inches) inches) Photovoltaic Dead Load Statement
3'
Doug las fir-larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 16-10 20-7 23-10 Total Area of Array= 272.08sq ft � 4' 4' 4'
bs
Douglas fir-larch #1 8-0 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6 Array Gross Weight= 707 f
Douglas fir-larch #2 7-10 11-11 15-1 18-5 21-4 7-0 10-4 13-0 15-11 18-6 Dead Load Rating = 2.6 Ibs/sqt
sq ft
9 Existing Structural Framing = 2x4 @ 24"oc
Douglas fir-larch #3 6-2 9-1 11-6 14-1 16-3 5-4 7-10 10-0 12-2 14-1
Him-fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 19-10 23-0
Him-fir #1 7-8 12-0 15-8 19-2 22-2 7-4 10-9 13-7 16-7 19-3
I I * * I * I * I
Him-fir #2 7-3 11-5 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11 ROOF A
24 Him-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Southern Pine SS 8-1 12-9 16-10 21-6 Note b 8-1 12-9 16-10 20-10 24-8
Southern Pine #1 7-10 12-3 16-2 18-11 22-6 7-5 11-1 14-0 16-5 19-6 2"X 4" RAFTERS/TRUSSES
Southern Pine #2 7-4 11-0 13-11 16-6 19-6 6-4 9-6 12-1 14-4 16-10 24" ON CENTER
Southern Pine #3 5-8 8-4 10-6 12-9 15-1 4-11 7-3 9-1 11-0 13-1
Spruce-pine-fir SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-4 18-9 21-9 1-2- 4' 4' 4'
Spruce-pine-fir #1 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3 3' ? Photovoltaic Dead Load Statement
Spruce-pine-fir #2 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3 T 4'T * 4' * 2'* Total Area of Array= 90.69sq ft
Spruce-pine-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9 Array Gross Weight= 235.81 Ibs
ROOF B Dead Load Rating = 2.6 Ibs/sq ft
* LENGTH INDICATED IS TOTAL UNSUPPORTED LENGTH. Existing Structural Framing = 2x4 @ 24" oc
A framing plan is required only if the combined weight of the PV array exceeds 5 pounds per
square foot (PSF or Ibs/ft2) or the existing rafters are over-spanned. The following span tables from
the 2015 International Residential Code (IRC) can be used to determine if the rafters are 2"x 4" RAFTERS/TRUSSES
over-spanned. For installations in jurisdictions using different span tables, follow the local tables. 24" ON CENTER
2"X 4" RAFTERS/TRUSSES
24"ON CENTER
3'
4' 7r 4' 2
I I I I
Photovoltaic Dead Load Statement
Total Area of Array= 181.39sq ft t t t t
Array Gross Weight= 471.61 Ibs
Dead Load Rating = 2.6 Ibs/sq ft +
Existing Structural Framing = 2x4 @ 24"oc ROOF C
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Part( Hill Drive Calculations
• �; bU LA
Lindon, UT 84042 DATE: 2.'2.2018 ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV5
SNAPNRACK ROOF MOUNT SYSTEM
The Flashed L Foot provides a fully flashed roof fastener for
attachment to composition roof With no required cutting of shingles.
FT The L Foot is engineered for maximum adjustability for a clean, level
installation.
_ Slatted attachment provides 1" vertical adjustability for array leveling
r;
ti e
. 'I" spacers available for increased elevation adjustability
Silver or black anodized aluminUrn L Foot. Both are available with
black galvanized steel or aluminurn flashing.
f • , '` .�r r 'v ~ ,. No cutting of shingles
ROOF COVERING IS OPTIMAL SPACING FROM EDGE AND IN BETWEEN CLAMPS
COMPOSITION SHINGLE
OVER PLYWOOD LANDSCAPE PANELS PORTRAIT PANELS
CLAMP
RAIL 2' or 3'
SOLAR MODULE 8" 1' 2-1/2"
MODULE
2"X 4" RAFTERS
24"ON CENTER MODULE CLAMP SLIDING NUT
zs•• f2.5"
L-FOOT 0 t
IRONRIDGE MOUNT
LAG BOLT W/FLASHING IT n LAG BOLT RAIL
NOTE: Shall be at *SEALANT APPLIED UNDERNEATH
least 6 inches from any
truss joints. —J�OBLOCK L-FOOT
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Park Hill Drive Attachments
• �; bU LA
Lindon, UT 84042 DATE: 2.�z.2o18 ---- ---- Arlington, WA 98273 HEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV6
IRONRIDGE ROOF TILT LEG
C7)
ITEM NO. DESCRIPTION QTY.
1 U-FOOT 1
2 NORTH TILT LEG, 1 .5"SQ, LENGTH VARIES 1
3 PRE-ASSEMBLED SOUTH TILT LEG 1
3 4 NUT, FLANGE HEX 3/8-16 SS
5 DASHER, FLAT 3/8 SS 1
6 BOLT, 3/8-16 X 2.5" GCS SST 1
7 BOLT, BONDING 3/8-16 SQ HEAD, 2.25" 1
8 BOLT, BONDING 3/8-16 SCE HEAD, 1 .0" l
5
1
ROOF COVERING IS OPTIMAL SPACING FROM EDGE AND IN BETWEEN CLAMPS
COMPOSITION SHINGLE LANDSCAPE PANELS PORTRAIT PANELS
OVER PLYWOOD
CLAMP
2' or 3'
RAIL 8" 1' 2-1/2"
SOLAR MODULE
6"
MODULE
2"X 4" RAFTERS MODULE CLAMP SLIDING NUT
24"ON CENTER 2.5" 2.5"
L-FOOT 0 0
QUICKMOUNT
HANGER BOLT RAIL
HANGER BOLT COMPOSITION MOUNT
NOTE: Shall be at W/FLASHING
least 6 inches from any*SEALANT APPLIED UNDERNEATH —J� L-FOOT
truss joints. oBLocK
SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• SYSTEM SIZE: 8.85kW Viron Elmore Structural
affiliate 1457 West 40 South
Suite 400 CONTRACTOR LICENSE: 1316 Park Hill Drive Attachments
DATE: 2.12.2018 HEET#
Lindon, UT 84042 Arlington, WA 98273
844-500-7652 DATE: DESIGNER: Isai Rivas PV6.1
N /
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SHEET TITLE
Affiliate Solar SIGNATURE: PROJECT# AS0100 REV DATE DESCRIPTION
• affiliate 1457 West 40 South SYSTEM SIZE: 8.85kw ____ ____ Viron Elmore Property Lines
Jv Suite 400 CONTRACTOR LICENSE: 1316 Part( HIII Drive
Lindon, UT 84042 DATE: 2.12.2018 ---- ---- Arlington, WA 98273 SHEET#
844-500-7652 DATE: DESIGNER: Isai Rivas ---- PV7
MissionOur to Power • Thriving Future
� NH I I III'IHII III II�I'I
(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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IIIIIIIIIIIIIIIIIIIIIIIIIIII�IWII
IIIIIIIIIIIIIIIIIIIIIIIIIIIm�■
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt We offer solar modules of unsurpassed
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII® quality that exceed performance
expectations at an affordable price.
Industry-leading efficient monocrystalline High-power-density five-busbar design
silicon PERC cells
PEo Certified PID-free above and beyond Impact resistant, anti-glare solar glass
the industry standard
rio Full quality check of every module Building the highest efficiency
along the production line PERC modules in the USA
Connect with us:www.itekenergy.com info@itekenergy.com
0 ..0 Itek
ENERGY
ASSEMBLED IN U.S.A.
Building Solar I Powering The Future
Itek SE 60-Cell Module i tek a
Design & Engineering Data E N E R G Y
Cell Type •60 high-efficiency monocrystalline p-type cells Dimensions 1001 mm x 1675mm x 40mm
•6 x 10 cell matrix
Weight 41 Ibs/18.6kg
Solar Glass • Ultra-clear anti-reflective treatment
•Tempered,with low iron content
•Anti-glare prismatic subsurface texture
Backsheet •Multi-layered Operational Temperature -40...+90°C
• Engineered adhesion for maximum weather protection Maximum System Voltage 1000 VDC
Frame •40mm High-strength corrosion-resistant anodized aluminum Maximum Design Load(UL 1703) 113 psf(5400pa)
•Compatible with standard racking,accommodating both top-down Max Series Fuse Rating 15A
clamps and bottom-flange mounting
Max Reverse Current 15A
Cable •90°C 12AWG PV wire
Junction Box •3 bypass diodes • 1000 VDC MC4 connectors •Tigo TS4
Grounding •Certified for Wiley Electronics WEEBTM grounding clips Nominal Operating 45.01°C
• Eight standard grounding locations per module for Cell Temperature(NOCT)
reduced ground wire length Temperature Coefficient of PMFr -0.39%/°C
rQUA LIFICATI 1 Temperature Coefficient ofV.(D,M,S,O) -0.29%/°C
Temperature Coefficient of V.(TS4-L only) 0.0%/°C
Fire Rating Type 1
Temperature Coefficient of Isc +0.04%/°C
PID Free 500+hours
Temperature Coefficient of VMrr -0.38%/°C
ARRA,BAA, and TAA Compliant
*Electrical characteristics may vary within±2%of the indicated
values at Standard Test Conditions (STC): Irradiance of
1,000W/m2,AM 1.5 spectrum,cell temperature at 25`C. _
Maximum Power-PMAz(Wp) 295 300 305 310 315
Note:specifications subject to change without notice.
Maximum Power Voltage-VMRR(V) 32.8 32.9 33.1 33.2 33.3
Maximum Power Current-Imw(A) 8.9 9.0 9.1 9.2 9.3 1V4
Maximum Circuit Current-Imm(A) (O,L) 12 12 12 12 12 ASSEMBLED CERTIFIED MADE Y�,i' TDVRMiniana
IN WASHINGTON ARRA,BAA,and TAA
IN U.S.A. sale,ftoj c c Pltom us
Maximum Voltage(TS4-L only)-VK x(V) 37.8 37.9 38.1 38.2 38.4
Open Circuit Voltage-Voc(V) (D,M,S,O) 39.7 39.8 40.0 40.1 40.3 [7in]
178mm
Short Circuit Current-Isc(A) (D,M,S) 9.6 9.7 9.8 9.9 10 [sin] �[1.06inl
Module Efficiency 17.59% 17.89% 18.19% 18.49% 18.78% 127mm 27mm
[3.13in]
79.5mm
[4in]
101.6mm
Choose from Safety Safety+Optimization I Safety+Optimization+Long Strings
All of these options include Monitoring TigOTS4 i [12in]
Junction BoxJ
304.80mm
TS4 Platform � � � � ® y
TS4-L LONG STRINGS [bin]
203mm
[37in]
® � � 949mm
[.38in]
TS4-0 OPTIMIZATION 09.53mm
[65.94in]
1675mm
TS4-S SAFETY
[48in]
ts in 1219mm
TS4-M MONITORING Tigo [.20in]
rASmm
Frame Depth:40mm[1.57in]
TS4-D DIODES
[24in]
610mm
[37.52in]
Headquarters:3886 Hammer Drive,Bellingham,WA 98226 953mm
Sales Offices:WA:(360)647-9531 1 MN: (612)318-6384 1 CA:(360)393-0178 [39.41in]
info@itekenergy.com I www.itekenergy.com 1001mm
solar=@@ •
Single Phase Inverters
for North America
SE3000H-US / SE380OH-US / SE5000H-US /
SE6000H-US / SE760OH-US / SE100001-1-US
solarZW , HD...,
® HD
solar-��= ... wore
�rverte,
_25
1v,Jarran�Y
ssss ,.0
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4 -
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Optimized installation with HD-Wave technology
Specifically designed to work with power optimizers
Record-breaking efficiency
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12
UL1741 SA certified,for CPUC Rule 21 grid compliance
Extremely small D
High reliability without any electrolytic capacitors
— Built-in module-level monitoring IIIIIVIn
— Outdoor and indoor installation wave
— Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy)
USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY-SWEDEN- www.solaredge.Us
SOUTH AFRICA-POLAND-CZECH REPUBLIC
solar=@ " Single Phase Inverters for North America
SE3000H-US/SE380OH-US/SE5000H-US/
SE6000H-US/SE760OH-US/SE1000OH-US
SE3000H-US I SE380OH-US SE5000H-US I SE6000H-US SE760OH-US I SE1000OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 10000 VA
Max.AC Power Output������������� .......3000....... .......3800....... .......5000....... .......6000....... .......7600....... �������10000������ ....VA....
. ...................................... .................... ........Iim....... ........I?N....... ........I?N....... .................... .................... ...........
AC Output Voltage Min.-Nom: ✓ Vac
„Max:(211-240,-264).............„
AC Frequency(Nominal)............ ................... 59.3-60-,60.54).......... Hz.....
Maximum Continuous Output 12.5 16 21 25 32 42 A
Current�240V......................
................... .................... .................... .................... .................... .................... ...........
GFDI Threshold 1 A.....
Utility Monitoring,Is,landing
Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 15500 W
........................................ .................... .................... .................... .................... .................... .................... ...........
Transformer less,Ungrounded Yes
............................................................ ...........
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage......... 380...................................... 400................. ...Vdc ...
Maximum Input Current@240V 8.5 10.5 13.5 16.5 20 27 Adc
......... ........... .......... .................... .................... .................... .................... .................... .................... ...........
Max.Input Short Circuit Current 45 Adc
........................................ ............................................................................................................................. ...........
Reverse_Polarity Protection Yes
............................................................ ...........
Ground-Fault Isolation Detection 600kQ Sensitivity
....................... ....................
Maximum Inverter Efficiency 99 99.2
........ ............................ ................................................. .
CEC Weighted Efficiency 99
Nighttime Power Consumption <2.5 W
ADDITIONAL FEATURES
Supported Communication RS485,Ethernet,ZigBee(optional),Cellular(optional)
,Interfaces
.............................. ............................................................................................................................. ...........
Revenue Grade Data,ANSI C12.20 Optional(2)
............... ..... ............................................... ............................................................................. ...........
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
.................. ...........
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
...............................
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG 3/4"minimum/20-4 AWG
Range................................ .
....................................................................................................... .................... ...........
DC Input Conduit Size/#of Strings 3/4"minimum
/AWG Range 3/4"minimum/1-2 strings/14-6 AWG /1-3 strings/
6
........................................ ........................................................................................................ .....1..4-...A..W....G
.... ...........
Dimensions with Safety Switch 21.3 x 14.6 x
(HxWxD) 17.7 x 14.6 x 6.8 /450x370x174 7.3/540x370 in/mm
x 185
Wei ht with Safety Switch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 Ib. k
................................. .................... .................... ................... ................... ....... ........ �...
Noise <25 <50 .dBA
Cooling Natural Convection Natural convection
.........:.............................. . .......................................... . ..................... ...........
Operating Temperature Range -13 to+140/-25 to+600)(-40'F/-40'C option)(') F/`C
Protection Ratin NEMA 3R(Inverter with Safety Switch)
.................... .......................................................................... ....................................... ...........
For other regional settings please contact SolarEdge support
Revenue grade inverter P/N:SExxxxH-USOOONNQ
For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
i°�-40 version P/N:SExxxxH-USOOONNU4
•
solar=@e
SolarEdge Power Optimizer
Module Add-On For North America
P320 / P370 / P400 / P405 / P505
•
1
1
•power p
F 5yeats
� `ZcranWo ,
a
°d•aaZIW��°
PV power optimization at the module-level
— Specifically designed to work with SolarEdge inverters
— Up to 25%more energy
— Superior efficiency(99.5%)
— Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading
— Flexible system design for maximum space utilization
— Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Compliant with arc fault protection and rapid shutdown NEC requirements(when installed as part of the SolarEdge system)
— Module-level voltage shutdown for installer and firefighter safety
USA-CANADA-GERMANY-UK-ITALY-THE N ETH E RLAN DS-JAPAN-CH I NA-AUSTRALIA-ISRAEL-FRANCE-BELG I U M-TU RKEY-I N DIA-BU LGAR IA-ROMAN IA-H U N GARY- WWw.solaredge.us
SWEDEN-SOUTH AFRICA-POLAND-CZECH REPUBLIC
s o I a r , SolarEdge Power Optimizer
`� — Module Add-On for North America
P320/ P370/ P400/ P405/ P505
P320 P370 P400 P405 P505
OPTIMIZER MODEL (for higher-power
(typical module compatibility) (for high-power 60 and 72-cell (for 72&96-cell (for thin film (for higher
60-cell modules) modules) modules) current modules)
modules)
INPUT
Rated Input DC Power(') 320 370 400 405 505 W
............................................... ...................... ...................... ...................... ...................... ...................... ..............
Absolute Maximum Input Voltage 48 60 80 125 83 Vdc
(Voc at lowest temperature)
............................................... ...................... ...................... ...................... ...................... ...................... ..............
MPPT Operating Range 8-48 8-60 8-80 12.5-105 12.5-83 Vdc
............................................... ...................... ...................... ...................... ...................... ...................... ..............
Maximum Short Circuit Current(Isc) 11 10.1 14 Adc
....p.......................... ............................................. ............................................. ...................... ..............
Maximum DC Input Current 13.75 12.63 17.5 Adc
............................................... ............................................. ............................................. ...................... ..............
Maximum Efficiency 99.5 %
Weighted Efficiency....................... .............98.8........................................ 98.6 ......�......
...... ............... ........................ ........................................................................................... ...................... ..............
Overvoltage Category II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
............................................... .................................................................... ............................................ ..............
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
1±0.1 Vdc
Optimizer
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
............................................... .................................................................................................................. ..............
Safety IEC62109 1(class II safety),UL1741
............................................... .................................................................................................................. ..............
ROHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000 Vdc
............................................... .................................................................................................................. ..............
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
............................................... ............................................. ...................... ...................... ...................... ..............
128x152x36/ 128x152x50/ 1.2-i 2x59/
Dime nsions(WxLxH) 128x152x28/5x5.97x1.1 Sx5.97x1.42 Sx5.97x1.96 Sx5.97x2.32 mm/in
........................................... ............................................. ...................... ...................... ...................... ..............
Weight(including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 gr/lb
Input Connector MC4 12)
............................................... .................................................................................................................. ..............
Output Wire / o Double Insulated;MC4
................Type........Connect..........r............. ...................... ........................................................................................... ..............
Output Wire Length........................ ..... :95. .3: ...... .........................................1:2 3.9
......................................... ...m/ft
....
Operating Temperature Range 40-+85/:40-+185 -C/7
............................................ .... .
Protection Rating IP68/NEMA6P
............................................... .................................................................................................................. ..............
Relative Humidity 0-100 %
............................................... .................................................................................................................. ..............
('I Rated STC power of the module.Module of up to+5%power tolerance allowed.
P)For other connector types please contact SolarEdge
PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTER(3)(4) HD-WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
Minimum String Length P320,P370,P400 8 10 18
...................... ..................................................... .............
(Power Optimizers) P405/P505 6 8 14
............................ ...................... ..................................................... .......................... ............... .......... ..............
Maximum String Length 25 25 50
(Power Optimizers
....... ............................ .......................... .......................... .......................... .......................... ..............
5700(6000 with
Maximum Power per String SE7600H-US, 5250 6000 12750 W
SE10000H-US)
................................................... .......................... .......................... .......................... .......................... ..............
Parallel Strings of Different Lengths
or Orientations Yes
................................................... ........................................................................................................... ..............
I3I For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing_na.pdf.
°I It is not allowed to mix P405/P505 with P320/P370/P400/P600/P700/P800 in one string.
IsI A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement
rCE CGIN
o SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED
are trademarks or registered trademarks
.•-
IWORQ Systems Inc. Page 1 of 2
CITY OF ARLINGTON
238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:1316 Park Hill Drive NE Permit#:1909
Parcel#:00562700002601 Valuation:33000.00
OWNER APPLICANT CONTRACTOR
Name:VIRON AND NANCY ELMORE Name:Affiliate Solar Name:Lake Stevens Electric
Address: 1316 PARK HILL DR Address:195 E 400 S Address:5714 95th Ave NE
City,State Zip:ARLINGTON,WA 98223-1139 City,State Zip:Payson,UT 84651 City,State Zip:Lake Stevens,WA 98258
Phone: Phone:801-318-9600 Phone:425-327-7447
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name:Lake Stevens Electric Name:
Address:5714 95th Ave NE Address:
City,State,Zip:Lake Stevens,WA 98258 City,State,Zip:
Phone:425-327-7447 Phone:
LIC#:LAKESSE840C3 EXP: 02/23/2020 LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Residential Mechanical CODE YEAR: 2015
STORIES: 2 CONST.TYPE: VB
DWELLING UNITS: ] OCC GROUP: RB
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110.
SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and cooed-Citq of Arlington#3101. f
I
Signature P t Name Date Released By e
C NDITIONS
See red lined drawings. Adhere to approved plans.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
4/11/2018 Mechanical Fee(Enter Fixture Fee) $675.00
4/11/2018 Mechanical Permit Base Fee $25.00
4/11/2018 Mechanical Plan Review Fee $350.00
4/11/2018 ProcessingfTechnology Fee $25.00
Total Due: $1,075.00
Total Payment: $Oa0
Balance Due: S11
075.00
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=IARKANHJMO... 4/11/2018
IWORQ Systems Inc. Page 2 of 2
https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=IARKANHJMO... 4/11/2018
-
OfAl��l ,
Permit Information
Date 3/2 3/2018
Permit Number 1 909
Project Name Elmore
Applicant Name Affiliate Solar
Applicant Address 1 95 E 400 S
City, State, Zip Payson, UT84651
Contact Randall Eaves
Phone 8 1-318_9600
Email la kestevenselectric
@gmail.com
Permit Type Residential Mechanical
Site Address 1316 Park Hill Drive NE
Valuation 0.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories 2
Proposed Use Installation of Solar Panels
Assigned To Kristin Foster
Property
Parcel Address Legal Owner Owner
00562700002601 13 6 PARK HILL ELMORAND NANCY Phone Zoning
- DRE 111 Single Family Residence
Detached -
Contractors
Contractor Name PrimaryContact Phone
Email
Lake Stevens 25_327_ Contractor Type License License
Electric 7447 lakestevenselectric@gmaii.com MECHANICAL #
CONTRACTOR
Review
Date Type Descri tion Tar et Date
3/23/2018 Residential Mechanical 3/30/2018 Completed Date Assi ned To Status
Buildin In Review Uploaded Files
r—
Date File Upload File
3/23/2018 4:40:41 PM 1909 Plans Part3 pdf Uploaded B
Foster, Kristin
Foster,Kristin
3/23/2018 4AOA1 PM 1909 plans Part2. df Foster,Kristin
1 9 plans Parti-20 Foster,Kristin
3/23/2018 4 40,40 PM
3I2312018 4 4o 02 Prv1 1969 AD ii tion. f
t 7 1 't
t
Search L&I
Washington State Department of
"Labor & Industries
LAKE STEVENS ELECTRIC LLC
Owner or tradesperson 5714 95th Ave NE
LAKE STEVENS,WA 98258
Principals 425-327-7447
CLOER,DARRYL,PARTNER/MEMBER SNOHOMISH County
Doing business as
LAKE STEVENS ELECTRIC LLC
WA UBI No. Business type
603 560 835 Limited Liability Company
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Electrical Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
LAKESSE840C3
Effective—expiration
02123/2016—02/23/2020
Designated administrator Active.
Varnell,Steven Meets current requirements.
License type License no.
Master Electrician VARNES"857NU
Bond
Western Surety Co $4,000.00
Bond account no.
63504622
Received by L&I Effective date
02/01/2018 01/29/2018
Expiration date
Until Canceled
American Contractors Indem CO $4,000.00
Bond account no.
100297986
Received by L&I Effective date
02123/2016 02/02/2016
Expiration date
Until Canceled
Savings
................
No savings accounts during the previous 6 year period.
License Violations
No license violations during the previous 6 year period.
Workers'comp
Do you know if the business has employees?If so,verify the business is up-to-date on workers'camp premiums.
L&I Account ID Account is current
621,863-00
Doing business as
LAKE STEVENS ELECTRIC LLC
Estimated workers reported
Quarter 4 of Year 2017"1 to 3 Workers"
L&l account contact
T2/LINDA ALGUIRE(360)902-4678-Email:POTH235@lnt.wa.gov
Public Works Strikes,, Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
cD Washington Slate Dept,of Labor$Industries.Use of This site is subject to the laws of the state of Washington.
Heip ms ir` prGVr,
�y. �F RESIDENTIAL MECHJ,4ICAL
PERMIT APPLICATION
Department of Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR NEW MECHANICAL INSTALLATION AND
OR GAS PIPING FOR EXISTING RESIDENCES. PLEASE FILL OUT ALL PAGES OF THIS APPLICATION
AND INCLUDE ALL INFORMATION.
Project Address:1316 Park Hill Dr Arlington, WA 98273
Project Description:Rooftop Solar
Owner: Viron Elmore
Address: 1316 Park Hill Dr City: Arlington State WA Zip Code: 98273
Phone: 425-268-3617 Email:viron1954@yahoo.com
Applicant: Affiliate Solar (Randy Eaves)
Address: 195 E 400 S City: Payson StatepT Zip Code: 84651
Phone: 801-318-9600 Email: randy@affiliatesolar.com
CONTRACTOR INFORMATION
Contractor Name•Lake Stevens Electric
Address: 5714 95th Ave NE City: Lake Stevens _ State WA Zip Code: 98258
License Number:LAKESSE840C3 Expiration: 02/23/2020
Phone:425-327-7447 Email:lakestevenselectric@gmail.com
STAFF USE N �'(�E�jVPQ1
Permit #: Adcl Accepted by: Date: MAR, 21 U18
6/16LP Page 1 of 2
h,&ESIDENTIAL MECHANICAL
-r
PERMIT APPLICATION
� o~
Department of Community& Economic Development
City of Arlington - 18204 59th Ave NE• Arlington, WA 98223 • Phone(360) 403-3551
SELECT ALL PROPOSED APPLIANCES
❑ Furnace (80+) Model # AFUE
❑ Heat Pump Model # AFUE HSPE
❑ AC Unit Model # SEER
❑ Freestanding Stove ❑ Fire Place Insert ❑1 Outdoor BBQ
❑ Gas Piping ❑ Solid-Fuel Appliances Other PV Solar
Gas Piping Information
Not Applicable: 16
Pipe Material:
Pipe Size:
Distance from Meter to Furthest Appliance:
Total BTU's of all Appliances*
• New gas piping requires a pressure test hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper Combustion air and venting required for all appliances
• A shut-off valve is required within 6 feet of all appliances
_�s,�daLG�chcL
Applicant Signature: M_..., Date: 03/21/2018
Applicant Printed Name: Randall Eaves
I hereby certify that the above information is.correct and that the construction, installation for the gbove mentioned
property will be in accordance with the applicable laws of the City of Arlington and the State of Washington.
6/16LP Page 2 of 2
---------- Forwarded message ----------
From: Kristin Foster<kfoster(a)arlingtonwa.gov>
Date: Fri, Apr 6, 2018 at 11:22 AM
Subject: RE: [External] -Re: City of Arlington- 1316 Park Hill Drive
To: Randy Eaves<randy(&,affiliatesolar.com>
Randy,
Thank you, I'll pass the letter along to the plans examiner. I'll email as soon as the permit is ready to issue.
Kristin Foster
Permit Technician
City of Arlington
18204 591h Avenue NE
Arlington, WA 98223
360-403-3549
kfoster@arlingtonwa.gov
From: Randy Eaves<randv@affiliatesolar.com>
Sent:Thursday, April 5, 2018 7:11 PM
To: Kristin Foster<kfoster@arlingttonwa.gov>; Operations Department<ops@affiliatesolar.com>
Subject: [External] - Re: City of Arlington- 1316 Park Hill Drive
2
Kristin Foster
From: Kristin Foster
Sent: Wednesday,April 11, 2018 10:58 AM
To: 'Randy Eaves'
Subject: RE: [External] - Re: City of Arlington - 1316 Park Hill Drive
Attachments: Out-Of City_Bus_Lic_App.pdf
Randy,
Can you provide a cost of the project? I'll have the permit ready to issue once I receive the cost.The City of Arlington
does require any contractor working within city limits to obtain a business license.The license is$20 and valid for one
year.Attached is the application to complete, or they may follow the link below to apply online.
https://ariingtonwa.seamlessdocs.com/f/XcOv9N
Let me know if you have any questions.
Thanks,
Kristin Foster
Permit Technician
City of Arlington
18204 59`h Avenue NE
Arlington, WA 98223
360-403-3549
kfoster@arlingtonwa.gov
From: Randy Eaves<randy@affiliatesolar.com>
Sent:Wednesday,April 11, 2018 6:52 AM
To: Kristin Foster<kfoster@arlingtonwa.gov>; Operations Department<ops@affiliatesolar.com>
Subject: Fwd: [External] - Re: City of Arlington- 1316 Park Hill Drive
Kristin,
We were hoping to install this system early next week. Can we get an update on the permit?
Thanks,
Randy
i
Kristin,
Attached is the engineering letter you requested for the solar installation at 1316 Park Hill Dr. Please let us
know if you need anything else or if this permit is ready to go.
Thank you for all your help with this.
Randy Eaves
On Fri, Mar 30, 2018 at 5:19 PM, Kristin Foster<kfoster@a arlingtonwa.gov>wrote:
Hello,
In order to further review the submittal for solar panel installation at 1316 Park Hill Drive,please provide
structural engineering for the added roof load. You may email for review.
Let me know if you have any questions.
Thank you,
Kristin Foster
Permit Technician
City of Arlington
18204 591"Ave NE
Arlington, WA 98223
360 403 3549
kfoste arlingtonwa.gov
3
Randy Eaves
Owner
Affiliate Solar
801-318-9600
randy@,affiliatesolar.com
Randy Eaves
Owner
Affiliate Solar
801-318-9600
randyC&affiliatesolar.com
4
VECTOR
E n G I n E E R E
VSE Project Number:U5555-067-181
April 5,2018
Affiliate Solar
1457 West 40 South,Suite 400
Lindon,UT,CA 84042
REFERENCE: Viron Elmore Residence: 1316 Park Hill Drive,Arlington,WA 98223
Solar Array Installation
To Whom It May Concern:
We have reviewed the documents and photographs provided by Affiliate Solar relating to the installation of the solar array at
the above-referenced site.Based upon our review, it is our conclusion that the installation of the solar array on this existing
roof will not adversely affect this structure.It is our understanding that the structural components of the existing roof framing
are in good condition and free of damage. The design of the solar panel racking(mounts, rails, etc.) is by the manufacturer
or contractor.
Design Parameters
Code: Washington State Building Code(2015 IBC) CITY OF ARLINGTON
Risk Category:II BUILDING DEPARTMENT
Design wind speed: 110 mph (3-sec gust)per ASCE 7-10 APPROVED
Wind exposure category:C
Ground snow load: 27 psf DATE BY
Existing Roof Structure NO CHANGES AUTHORIZED
Roof structure:2x4 manufactured trusses @ 24" O.C. UNLESS APPROVED BY THE
BUILDING INSPECTOR
Roofing material:composite shingles
Roof slope:25'
Connection to Roof 0
Mounting connection:(I)5/16 lag screw w/min.2.5 embedment into framing at .4F.'
Cafg CsP Y
Conclusions
Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is
3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced (WSBC, Section
1607.12.5). The gravity loads in the area of the solar array are not increased by more than 5%; thus, the stresses of the
structural elements are not increased by more than 5%.Therefore, the requirements of Section 807.4 of the 2015 IEBC are
met and the structure is permitted to remain unaltered.
Received
APR 06 2018
'W110
651 W. Galena Parl<Blvd.,Ste. 101/ Draper, UT 84020/T(801)990--1775/F(801)990-1776/wuvw.vectorse.com
VSE Project Number:U5555-067-181
Viron Elmore Residence
T O R 4,5,2018
E n G i E R s
The solar array will be flush-mounted (no more than 23" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift),
the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. With an assumed
roof dead load of 10 psf,solar array dead load of 3 psf,wall load of 10 psf,and affected roof area of 44.4%(maximum),the
additional dead load (and consequential seismic load) will be 9.3%. Because the increase is less than 10%, this addition
meets the requirements of the exception in Section 807.5 of the 2015 IEBC. Thus the existing structure is permitted to
remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify
Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the
structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable
spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be
staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span
tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar
panel configuration match the description of the span tables. Electrical engineering is the responsibility of others.
Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no
responsibility for improper installation of the solar array. Vector Structural Engineering assumes no responsibility for the
effects of snow falling from.roofs onto other roofs,property or persons due to the installation of the solar array.
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VECTOR STRUCTURAL ENGINEERING,LLC
WA Firm license number:2202 L Nb Hot
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ASS/UNAL
04/05/2018
Wells Holmes,P.E.
Project Engineer
Enclosures
WLH/brf
651 W. Galena Park Blvd., Ste. 101/Draper, UT 84020/ T(801)990-1775/ F(801).990-1776/www.vect:orse_com
`. JOB NO.: U5555-067-181
IV
E C T O R SUBJECT: WIND PRESSURE
E n G I r"1 E E R S
PROJECT: Viron Elmore Residence
Com onents and Cladding Wind Calculations
Label: Isolar Panel Array Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 110 Notes:
Exposure Category: C
Risk Category: II
ADDITIONAL INPUT&CALCULATIONS:
Height of Roof, h [ft]: 25 (Approximate)
Comp/Cladding Location: Gable/Hip Roofs 7°<6 s 27° Hip? No
Enclosure Classification: Enclosed Buildings
Zone 1 GCP: 0.9 Figure 30.4-2B (enter largest abs. value)
Zone 2 GCP: 1.7 (enter largest abs. value)
Zone 3 GCP: 2.6 (enter largest abs. value)
a: 9.5 Table 26.9-1
z9 [ft]: 900 Table 26.9-1
Kh: 0.95 Table 30.3-1
KZr: 1 Equation 26.8-1
Kd: 0.85 Table 26.6-1
Velocity Pressure, qh [psf]: 24.9 Equation 30.3-1
GCP;: 0 Table 26.11-1 (largest abs. value)
OUTPUT: p=qh[(GCp)—(GCP;Yjl Equation 30.9-1
Zone 1 Pressure, p [psf]: 22.4 psf(1.0 W, Interior Zones*)
Zone 2 Pressure, p [psf] 42.3 psf(1.0 W, End Zones*)
Zone 3 Pressure, p [psf]: 64.7 psf(1.0 W, Corner Zones*within a)
(a= 3 ft)
JOB NO.: U5555-067-181
�VECTOR
SUBJECT: SEISMIC LOADS
PROJECT:Viron Elmore Residence Roof C and A(Controls)
COMPARE WIND&SEISMIC LOADS FOR CONNECTION(1 Sq.Ft.Section)
Wind Load,W
Wind pressure,p: 13.4 psf(Zone 1:0.6 W from wind pressure calculation)
Height,h: 1.0 ft
Width,w: 1.0 ft
F,,,,T 13.4 lb(Uplift) Wind Controls Connection Design
Seismic Load, E.
Risk category: II Fa: 1.1
Seismic Design Category: D Fv: 1.6
IP: 1.00 SMS: 1.132
Site Class; r) SM1 0 648
Rp: 1.5 SDS: 0.755
SS: 1.047 SD1: 0.432
Si 0.407
ap: 1 0.7*Fp,min: 0.476 lb
z: 1,0 ft 0.7*Fp,max: 2.536 Ib
h: 1.0 ft 0.7*Fp,vert: 0.317 lb
z/h: 1.0 0.7*Fp,long: 1.268 lb
Cs= 0.5032227
0 7*Fp,perp: 0.8233 lb(uplift)
CHECK INCREASE IN OVERALL SEISMIC LOADS
SEISMIC: Panel Percentage Roofs A&C Seismic Calculator
Roof Area Panel Area % Initial Loading
1209 536.25 44.4 Wall Dead Load= 10
Roof Dead Load= F 10.3
Solar Panel Area,13.25 x 5.51 Wall Area:
(Number of panels: 30I Peremiter(ft) 86
Area: 536 Wall Height 12
Wall Area 516
Roof Area= 1209
Proposed Loading
Solar Dead Load= 3
%of roof covered °k
Load Comparison 109%
Increase' 9%
Conservatively neglecting the weight of existing wall materials,the installation of the solar panels
represents an increase in the total weight(and resulting seismic load)of 9.3%.Because the increase
is less than 10%,this addition meets the requirements of the exception in Section 807 5 of the 2015
IEBC.Thus the existing structure is permitted to remain unaltered.
JOB NO.: U5555-067-181
V E C TOR SUBJECT: CONNECTION
E r' i n E E R S
PROJECT: Viron Elmore Residence
Lag Screw Connection
Capacity: Demand:
Lag Screw Size [in]: 5/16 Max. Trib.
(0. Tributary rea Cd: 1.6 NDS Table 2.3.2 Pressure Max 2 Max. Uplift
Embedment' [in]: 2.5 (pWind)o Width (ft Aft) Force (Ibs)
Grade: SPF (G = 0.42) Zone
Capacity [Ibs/in]: 205 NDS Table 12.2A 1 13.4 4.0 11.0 148
Number of Screws: 1 2 25.4 4.0 11.0 279
Prying Coefficient: 1.4 3 38.8 3.0 8.3 320
Total Capacity [Ibs]: 586
Demand< Capacity: CONNECTION OKAY
1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw.
Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment
length.
2. 'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height
(perpendicular to the rails).
JOB NO.: U5555-067-181
NE C TOR SUBJECT: GRAVITY LOADS
n Q i n E E R S
PROJECT: Viron Elmore Residence
CALCULATE ESTIMATED GRAVITY LOADS
Increase due to Original
ROOF DEAD LOAD (D) pitch loading
Roof Pitch/12 5.6
Composite Shingles 2.2 1.10 2.0 psf
1/2" Plywood 1.1 1.10 1.0 psf
Framing 3.0 psf
Insulation 0.5 psf
1/2" Gypsum Clg. 2.0 psf
M, E & Misc 1.5 psf
DL 10 psf
PV Array DL 3 psf
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1
Roof Live Load With PV Array[psf] 0 WSBC, Section 1607.12.5
w/Solar Panel
SNOW LOAD (S): Existing Array
Roof Slope [x:12]: 5.6 5.6
Roof Slope [°]: 25 25
Snow Ground Load, p9 [psf]: 27 27 ASCE 7-10, Section 7.2
Terrain Category: C C ASCE 7-10,Table 7-2
Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10,Table 7-2
Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2
Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3
Risk Category: II 11 ASCE 7-10,Table 1.5-1
Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2
Flat Roof Snow Load, pf[psf]: 18 18 ASCE 7-10, Equation 7.3-1
Minimum Roof Snow Load, pm [psf] 0 0 ASCE 7-10, Section 7.3.4
Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4
Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4
Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2
Sloped Roof Snow Load, Ps [psf]: 18 18 ASCE 7-10, Equation 7.4-1
Design Snow Load, S [psf]: 18 18
JOB NO.: U5555-067-181
TO SUBJECT: LOAD COMPARISON
E f—I O I I"l E E R S
PROJECT: Viron Elmore Residence
Summary of Loads
Existing With PV Array
D[psf] 10 13
Lr[psf] 20 0
S[psf] 18 18
Maximum Gravity Loads:
Existing With PV Array
D+Lr[psf] 30 13 ASCE 7-10,Section 2.4.1
D+S [psf] 29 32 ASCE 7-10,Section 2.4.1
Maximum Gravity Load [psf]: 30 32
Ratio Proposed Loading to Current Loading: 1 105% 10K
The gravity loads in the area of the solar array are not increased by more than 5%;
thus,the stresses of the structural elements are not increased by more than 5%.
Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the
structure is permitted to remain unaltered.
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MissionOur to Power • Thriving Future
We offer solar modules of unsurpassed
■ I quality that exceed performance
expectations at an affordable price.
Industry-leading efficient monocrystalline Hi h- ower-densit five-busbar design
silicon PERC cells �--� g p y g
P,o Certified PID-free above and beyond ►; Impact resistant, anti-glare solar glass
the industry standard
Full quality check of every module Building the highest efficiency
along the production line PERC modules in the USA
Connect with us:www.itekenergy.com info@itekenergy.com
itek
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ASSEMBLED IN U.S.A.
Building Solar I Powering The Fl�t�i ,. '�
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Design & Engineering Data E N E R G Y
Cell Type •60 high-efficiency monocrystalline p-type cells Dimensions 1001mm x 1675mm x 40mm
• 6 x 10 cell matrix - - -
Welght 41 Ibs/18.6kg
Solar Glass • Ultra-clearan[i-reflectivetreatmenf
Tempered,with low iron content
•Anti-glare prjsmalic subsurface texture -- - -
Backsheet Multi-layered Operational Temperature -40...+90°C
• Engineered adhesion for maximum weather prolecfion Maximum System Voltage 1000 VDC
Frame •40mm High-streng[h corrosion-resistant anodized aluminum Maximum Design Load(UL 1703) 113 psi(5401
•Compatible with standard racking,accommodating both lop-clown Max Series Fuse Rating 15A
clamps and bottom-flange mounting
- Max Reverse Current 15A
Cable •90°C 12AWGPVwire
Junction Box •3 bypass diodes 1000 VDC MC4 connectors •Tigo TS4
Grounding •Ceitjfied for Wiley Electronics WEEBrM grounding clips Nominal Operating 45.01°C
•Eight standard grounding locations per module for Cell Temperature(NOCT)
reduced ground wire length Temperature Coefficient of P_ -0.39%/°C
Temperature Coefficient of V.(D,M,S,O) -0.29%/°C
Fire Rating Type 1 Temperature Coefficient of V_(TS4-L only) 0.0%/°C
Temperature Coefficient of Isc +0.04%/°C
PID Free 500+hours
Temperature Coefficient of Vwr -0.38%/°C
ARRA,BAA, and TAA Compllant
`Electrical characlensfics may vary within±2%of'he indicated
values of Standard Test Condilions (STC): Irradiance of _.
..f OL�N;,m',AM:S =el.l ie;no=ra:ole Ci 21
Maximum Power-P-(Wp) 295 300 305 310 315 Note:specifications subjecl to change without notice.
Maximum Power Voltage-Vr (V) 32.8 32.9 33.1 33.2 33.3
Maximum Power Current-IMw(A) 8.9 9.0 9.1 9.2 9.3
MaxdmumCircuitCurrent-In (A) (O,L) 12 12 12 12 12 ASSEMBLED CERTIFI® rvr`
IN WASHINGTON AQA{AA.p TAA
sw.Ay+est.,nrw •+
Maximum Voltage(TS4-L only)-VMAxc(V) 37.6 37.9 38.1 38.2 38.4 IN U.S.A.
Open Circuit Voltage-Vm(V) (D,M,S,O) 39.7 39.8 40.0 40.1 40.3 [Al
17Bmm
Short Circuit Current-Isc(A) (D,M,S) 9.6 9.7 9.8 9.9 10 [Sin] 106in]
Module Efficiency 17.59% 17.89% 18.19% 18.49% 18.78% 127mm 27mm
[3.13in1 -
79.5mm
[4in]
101.6mm
Choose from Safety I Safety+ Safety+ +Long Strings
All of these options include Monitoring Tigo TSa
Junction Box- )12in]
30a.ellmm
TS4 Platform In
TS4-L LONG STRINGS [Bin]
203mm
1370949m I37n(
1
- [.38in]
TS4-0 0 9.53mm
65.94in]
ism
675mm
TS4-S SAFETY
(4Bm]
12191mm
TS4-M MONITORING Ti J O 1 _05m]
Frame Depth:40mm[I.571n1
1-
TS4-D
[24in]
610mm
[37.52in]
Headquarters:3886 Hammer Drive,Bellingham,WA 98226 953mm
Sales Offices:WA:(360)647-9531 1 MN:(612) 318-6384 1 CA:(360)393-0178 [39.41 in]
info@itekenergy.com I www.itekenergy.com 1001mm
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SE3000H-US / SE360OH-US / SE5000H-US /
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Optimized installation with HD-Wave technology
Specifically designed to work with power optirnizers
Record-breaking efficiency
Fixed voltage inverter for longer strings
Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12
UL1741 SA certified,for CPUC Rule 21 grid compliance
Extremely small ��
High reliability without any electrolytic capacitors
Built-in module-level monitoring 11IIIIIII�I/ID
Outdoor and indoor installation wave
— Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5%accuracy)
46kbCANADAGER%4ANT UK-IAry Ill NETHMANDS-IAPAN CHINA AUSINAUA ISRAEI MAKE-8f IGHIM'I URWINDNv RIi I WR1A AIMANIA.111IN6ARYSWEUEY www.solaredge.us
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OUTPUT
Rated AC Power Output 3000 3800 5000 6000 1600 10000 VA
Max.AC Power Output 3000 3800 5000 6000 7600 10000 VA
AC Output Voltage Min.-Nam.- .01 ✓ vac
Max,(211-240.-264)
AC Frequency(Nominal) 593 60 60.St1 H[
Maximum Continuous Output 125 16 21 25 32 42 A
Current@240V
GFDI Threshold 1 A
Utility Monitoring,Islanding
Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power 46SO 5900 7750 9300 11800 1S500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current@240V 8,5 10.5 13.5 16.5 20 27 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600kuSensitivity
Maximum Inverter Efficiency 99 99.2
CEC Weighted Efficiency 99
Nighttime Power Consumption <25 W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optional"'
Rapid Shutdown-NEC 2014 and
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Safety UL1741.,UL1741 SA,UL16998,CSA C22.2,Canadian AFCI according to T.I.L.M-07
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG
3/4"minimum/20 4 AWG
Range
DC Input Conduit Size/i#of Strings
3/4"minimum
/AWG Range
3/4"minimum/1-2 strings/14-6 AWG /1-3 strings/
14-6 AWG
Dimensions with Safety Switch
21.3 x 14.6 x
(HxWxD) 17.7x14.6x6.8 /450x370x174 7.3/540x370 in/mm
x 185
Weight with Safety Switch 22/10 2S.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Noise <25 <SO d8A
Cooling Natural Convection Natural convection
Operating Temperature Range -13 to+140/-25 to+601' (-40'F/-40'C option)01 'F/•C
Protection Rating NEMA 3R(Inverter with Safety Switch)
�a Forotber irrational saMogt pkalr convect ScrimEdg—turport
ReverinogradeinVorter PIN:SEn "Us000NNC2
Far Power do rating infntinmtlon rotor to httpt://kvwweoiaiedge.com/sites/default/files/se-temperature-deiating-note-na-pdf
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Permit#: 1909
Permit Date: 03/23/18
Permit Type: SOLAR INSTALLATION
Project Name: Elmore
Applicant Name: Affiliate Solar
Applicant Address: 195 E 400 S
Applicant, City, State, Zip: Payson, UT 84651
Contact: Randall Eaves
Phone: 801-318-9600
Email: lakestevenselectric@gmail.com
Scope of Work: Installation of Solar Panels
Valuation: 33000.00
Square Feet: 0
Number of Stories: 2
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 05/22/2018
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: Kristin Foster
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
00562700002601 1316 PARK HILL DR VIRON AND 111 Single Family
NANCY ELMORE Residence-Detached
Contractors
Contractor Primary Contact Phone Address Contractor Type License License
Lake Stevens Electric 425-327-7447 5714 95th Ave NE MECHANICAL
CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
05/29/2018 C10. Solar panel installation 05/22/2018 BUILDING Approved
MECHANICAL complete will need L&I
ROUGH-IN inspection to final.
Plan Reviews
Date Review Type Description Assigned To Review Status
03/23/2018 RESIDENTIAL BUILDING
MECHANICAL
Fees
Fee Description Notes Amount
Mechanical Fee(Enter Fixture Fee) 27 @$25 $675.00
Mechanical Base Permit Fee $25.00
Mechanical Commercial Plan Review Table 4-1 $350.00
Processing/Technology $25.00
Total $1,075.00
Attached Letters
Date Letter Description
04/11/2018 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
05/22/2018 Randall Eaves 70103896 cc $1,075.00
Outstanding Balance $0.00
Notes
Date Note Created By:
04/12/2018 Emailed that permit is ready to issue. Kristin Foster
04/06/2018 Received structural engineering letter. Kristin Foster
Uploaded Files
Date File Name
05/22/2018 3521054-1909 Issued Permit.pdf
04/06/2018 3225301-Viron Elmore Letter SS.PDF
03/23/2018 3186029-1909 Plans Part2.pdf
03/23/2018 3186030-1909 Plans Part3.pdf
03/23/2018 3186028-1909 Plans Partl.pdf
03/23/2018 3186027-1909 Apnlication.pdf
VECTOR
E n O I n E E R s
VSE Project Number:U5555-067-181
April 5,2018
Affiliate Solar
1457 West 40 South,Suite 400
Lindon,UT,CA 84042
REFERENCE: Viron Elmore Residence: 1316 Park Hill Drive,Arlington,WA 98223
Solar Array Installation
To Whom It May Concern:
We have reviewed the documents and photographs provided by Affiliate Solar relating to the installation of the solar array at
the above-referenced site. Based upon our review, it is our conclusion that the installation of the solar array on this existing
roof will not adversely affect this structure.It is our understanding that the structural components of the existing roof framing
are in good condition and free of damage. The design of the solar panel racking(mounts, rails, etc.) is by the manufacturer
or contractor.
Design Parameters
Code:Washington State Building Code(2015 IBC)
Risk Category: II
Design wind speed: 110 mph (3-sec gust)per ASCE 7-10
Wind exposure category:C
Ground snow load: 27 psf
Existing Roof Structure
Roof structure:2x4 manufactured trusses @ 24" O.C.
Roofing material: composite shingles
Roof slope:25'
Connection to Roof
Mounting connection: (1)5/16" lag screw w/min.2.5" embedment into framing at max.48" O.C. along rails
Conclusions
Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is
3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced (WSBC, Section
1607.12.5). The gravity loads in the area of the solar array are not increased by more than 5%; thus, the stresses of the
structural elements are not increased by more than 5%. Therefore, the requirements of Section 807.4 of the 2015 IEBC are
met and the structure is permitted to remain unaltered.
651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
VSE Project Number: U5555-067-181
Viron Elmore Residence
Y To Fz 4/5/2018
n C3 I n E E R S
The solar array will be flush-mounted (no more than 23" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift),
the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. With an assumed
roof dead load of 10 psf, solar array dead load of 3 psf,wall load of 10 psf, and affected roof area of 44.4%(maximum),the
additional dead load (and consequential seismic load) will be 9.3%. Because the increase is less than 10%, this addition
meets the requirements of the exception in Section 807.5 of the 2015 IEBC. Thus the existing structure is permitted to
remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify
Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the
structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable
spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be
staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span
tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar
panel configuration match the description of the span tables. Electrical engineering is the responsibility of others.
Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no
responsibility for improper installation of the solar array. Vector Structural Engineering assumes no responsibility for the
effects of snow falling from roofs onto other roofs,property or persons due to the installation of the solar array.
VECTOR STRUCTURAL ENGINEERING,LLC
WA Firm license number:2202 1,1KU Hn4C
W_
N
51
kAL
04/05/2018
Wells Holmes,P.E.
Project Engineer
Enclosures
WLH/brf
651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com
JOB NO.: U5555-067-181
YETO R SUBJECT: WIND PRESSURE
n G i n E E R S
PROJECT: Viron Elmore Residence
Com onents and Cladding Wind Calculations
Label: ISolar Panel Array Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 110 Notes:
Exposure Category: C
Risk Category: II
ADDITIONAL INPUT & CALCULATIONS:
Height of Roof, h [ft]: 25 (Approximate)
Comp/Cladding Location: Gable/Hip Roofs 7°< 6 <_ 27' Hip? No
Enclosure Classification: Enclosed Buildings
Zone 1 GCP: 0.9 Figure 30.4-2B (enter largest abs. value)
Zone 2 GCP: 1.7 (enter largest abs. value)
Zone 3 GCP: 2.6 (enter largest abs. value)
a: 9.5 Table 26.9-1
zg [ft]: 900 Table 26.9-1
Kh: 0.95 Table 30.3-1
KZt: 1 Equation 26.8-1
Kd: 0.85 Table 26.6-1
Velocity Pressure, qh [psf]: 24.9 Equation 30.3-1
GCP;: 0 Table 26.11-1 (largest abs. value)
OUTPUT: p = qh[(GC, —(GC ; Equation 30.9-1
Zone 1 Pressure, p [psf]: 22.4 psf (1.0 W, Interior Zones*)
Zone 2 Pressure, p [psf]: 42.3 psf (1.0 W, End Zones*)
Zone 3 Pressure, p [psf]: 64.7 psf (1.0 W, Corner Zones* within a)
(a= 3 ft)
U5555-
7-181
YEPTOR JOB N T: SEISMI LOASUBJECT: SEISMIC LOADS
rl E R S
PROJECT:Viron Elmore Residence Roof C and A(Controls)
COMPARE WIND&SEISMIC LOADS FOR CONNECTION(1 Sq.Ft.Section)
Wind Load,W:
Wind pressure,p: 13.4 psf(Zone 1:0.6 W from wind pressure calculation)
Height,h:1 1.0 ft
Width,w:1 1.0 dft
Fperp:1 13.4 Ilb(Uplift) Wind Controls Connection Design
Seismic Load,E:
Risk category: II Fa: 1.1
Seismic Design Category: D Fv: 1.6
IP: 1.00 SMS: 1.132
Site Class: D SM1: 0.648
RP: 1.5 SDS: 0.755
SS: 1.047 SD1: 0.432
SI: 1 0.407
ap: 0.7*Fp,min: 0.476 lb
z: 1.0 ft 0.7'Fp,max: 2.536 Ib
h: 1.0 ft 0.7*Fp,vert: 0.317 lb
z/h: 1.0 0.7'Fp,long: 1.268 lb
Cs= 0.5032227
0.7"Fp,perp: 0.8233 lb(uplift)
CHECK INCREASE IN OVERALL SEISMIC LOADS
SEISMIC: Panel Percentage:Roofs A&C Seismic Calculator
Roof Area I Panel Area % Initial Loading
1209 536.25 44.4 Wall Dead Load= 10
Roof Dead Load= 10.3
Solar Panel Area:[3.25 x 5.5] Wall Area:
Number of panels: 30 Peremiter(ft) 86
Area: 536 Wall Height: 12
WallArea:j 516
Roof Area= 1209
Proposed Loading
Solar Dead Load= 3
%of roof covered= 44.4%
Load Comparison 109%
Increase: 9%
Conservatively neglecting the weight of existing wall materials,the installation of the solar panels
represents an increase in the total weight(and resulting seismic load)of 9.3%.Because the increase
is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015
IEBC.Thus the existing structure is permitted to remain unaltered.
JOB NO.: U5555-067-181
YE C T O R SUBJECT: CONNECTION
E rl G I fl E E R S
PROJECT: Viron Elmore Residence
Lag Screw Connection
Capacity: Demand:
Lag Screw Size [in]: 5/16 Max. Trib.
C : 1.6 NDS Table 2.3.2 Pressure Max
a (0.6 Wind) Tributary Area 2 Max. Uplift
Force (Ibs)
Embedment' [in]: 2.5 (psf) Width (ft) (ft2)
Grade: SPF (G = 0.42) Zone
Capacity [Ibs/in]: 205 NDS Table 12.2A 1 13.4 4.0 11.0 148
Number of Screws: 1 2 25.4 4.0 11.0 279
Prying Coefficient: 1.4 3 38.8 3.0 8.3 320
Total Capacity [Ibs]: 586
Demand< Capacity: CONNECTION OKAY
1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw.
Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment
length.
2. 'Max.Trib Area' is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height
(perpendicular to the rails).
JOB NO.: U5555-067-181
V E C TOR SUBJECT: GRAVITY LOADS
E n G I n E E R S
PROJECT: Viron Elmore Residence
CALCULATE ESTIMATED GRAVITY LOADS
Increase due to Original
ROOF DEAD LOAD (D) pitch loading
Roof Pitch/12 5.6
Composite Shingles 2.2 1.10 2.0 psf
1/2" Plywood 1.1 1.10 1.0 psf
Framing 3.0 psf
Insulation 0.5 psf
1/2" Gypsum Clg. 2.0 psf
M, E & Misc 1.5 psf
DL 10 psf
PV Array DL 3 psf
ROOF LIVE LOAD (Lr)
Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1
Roof Live Load With PV Array [psf] 0 IWSBC, Section 1607.12.5
w/ Solar Panel
SNOW LOAD (S): Existing Array
Roof Slope [x:12]: 5.6 5.6
Roof Slope [°]: 25 25
Snow Ground Load, p9 [psf]: 27 27 ASCE 7-10, Section 7.2
Terrain Category: C C ASCE 7-10, Table 7-2
Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2
Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2
Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3
Risk Category: 11 11 ASCE 7-10, Table 1.5-1
Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2
Flat Roof Snow Load, pf [psf]: 18 18 ASCE 7-10, Equation 7.3-1
Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4
Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4
Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4
Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2
Sloped Roof Snow Load, ps [psf]: 18 18 ASCE 7-10, Equation 7.4-1
Design Snow Load, S [psf]: 18 18
JOB NO.: U5555-067-181
.. SUBJECT: LOAD COMPARISON
S
PROJECT: Viron Elmore Residence
Summary of Loads
Existing With PV Array
D [psf] 10 13
Lr[psf] 20 0
S [psf] 18 18
Maximum Gravity Loads:
Existing With PV Array
D + Lr [psf] 30 13 ASCE 7-10, Section 2.4.1
D +S [psf] 29 32 ASCE 7-10, Section 2.4.1
Maximum Gravity Load [psf]:1 30 32
Ratio Proposed Loading to Current Loading: 105% OK
The gravity loads in the area of the solar array are not increased by more than 5%;
thus,the stresses of the structural elements are not increased by more than 5%.
Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the
structure is permitted to remain unaltered.