HomeMy WebLinkAbout526 E. 10th Street Address:
olh Street
PREPARED 9/11/15, 9:5 6:4 6 INSPECTION TICKET 'PAGE 4
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/11/15
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ADDRESS . : 526 E 10TH ST SUBDIV:
CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643-3080
OWNER NICKOLAUS JANET MARIE PHONE
PARCEL 06-30-00-0-3-3210-0000-
APPL NUMBER: 15-00000859 RES SOLAR PROJECT
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PERMIT: BSOL 00 BUILDING PERMIT - SOLAR
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
BL99 01 9/11/15 JM BLDG FINAL
S eptember 11, 201S 9:57:08 AM jlierly.
Bobbie 360-640-0380
--------------------------n--------- COMMENTS AND NOTES --------------------------------------
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 15-00000859 Date 7/15/15 W
Application pin number . . . 860752
Property Address . . . . . . 526 E 10TH ST
ASSESSOR PARCEL NUMBER: 06-30-00-0-3-3210-0000- REPORT SALES TAX
Application type description RES SOLAR PROJECT
Subdivision Name . . . . . . on your state excise tax form
Property Use . . . . . . . . to the City of Port Angeles
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY.
Application valuation . . . . 17894 (Location Code 0502)
---------------------------------------------------------------------------- -
Application desc
ROOF MOUNTED GRID TIED SOLAR ARRAY
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
NICKOLAUS JANET MARIE POWER TRIP ENERGY CORP
526 EAST 10TH STREET 83 DENNY AVE
PORT ANGELES WA 98362 PORT TOWNSEND WA 98368
(360) 643-3080
-----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT - SOLAR
Additional desc . . ROOF MOUNTED SOLAR ARRAY
Permit Fee . . . . 130.00 Plan Check Fee .00
Issue Date . . . 7/15/15 Valuation . . . . 17894
-Expiration Date 1/11/16
Qty Unit Charge Per Extension
BASE FEE 130.00
.00 14.0000 THOU BL-2001-25K (14 PER K) .00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 130.00 130.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 130.00 130.00 .00 .00
U
Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit doe�
not presume to give authority to violate or cancel.the provisions of any state or local law regulating construction or the performance of
construction.
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder)
T:Fornns/Building Division/B ui[ding Pernift
BUILDING PERMIT INSPECTION RECORD
— PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS—
Building Inspections 417-4815 Electrical Inspections 417-4735
Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886
IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage I Downspouts
Piers
Post Holes(Pole Bldgs.)
PLUMBING:
Under Floor/Slab
Rough-in
Water Line(Meter to Bldg)
Gas Line
Back Flow/Water FINAL Date Accepted bV
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists I Girders/Under Floor
Shear Wall/Hold Downs
Walls I Roof/Ceiling
Drywall(Int�rior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL:
Heat Pump/Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet I Chimney
Commercial Hood/Ducts FINAL Date Accepted by
MANU ACTURED HOMES:
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parking/Lighting ESA:
Landscaping ISHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE
Inspection Type Date Accepted By
Electrical 417-4735
Construction- R.W. PW I Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T-Fnrm�/Riiilrfir niviqinn/Riflh1ir Pprmit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES,WA 98362
Application Number . . . . . 15-00000859 Date 7/15/15
Application pin number . . . 8G0752
Property Address . . . . . . 526 E 10TH ST
ASSESSOR PARCEL NUMBER: 06-30-00-0-3-3210-0000- REPORT SALES TAX
Application type description RES SOLAR PROJECT
Subdivision Name . . . . . . on your state excise tax form
Property Use . . . . . . . . to the City of Port Angeles
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 17894 (Location Code 0502)
----------------------------------------------------------------------------
Application desc
ROOF MOUNTED GRID TIED SOLAR ARRAY
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
NICKOLAUS JANET MARIE POWER TRIP ENERGY CORP
526 EAST 10TH STREET 83 DENNY AVE
PORT ANGELES WA 98362 PORT TowNSEND WA 98368
(360) 643-3080
-----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT - SOLAR
Additional desc ROOF MOUNTED SOLAR ARRAY
Permit Fee . . . . 130.00 Plan Check Fee
Issue Date . . . . 7/15/15 valuation . . . . 17894
Expiration Date . . 1/11/16
Qty Unit Charge Per Extension
BASE FEE 130,00
.00 14.0000 THOU BL-2001-25K (14 PER K) .00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 130.00 130.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 130.00 130.00 .00 .00
Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes
nul I and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the
last Inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
�VT16.1-1v I�? s
flo W E�P—rp-1 N OR41 Co-
Date Print Name Signature of Contractor or Authorized Agep Signature of Owner(if owner is builder)
T:Forms/Building Divilsion/Building Permit
-�IIRTL4 Permit#
THE For City Use
CITY OF] NGELES
WASH I NGTOM. U. S. Date Received:
321 E Sth Street Date Approved
Port.Angeles,WA 9836
P:360-417-4817 F:360-417-4711
Email:Rermits0dJXof9axs BUILDING PERMIT.APPLICATION
ProjectAddress: to-t-l" F6 PT A N 6,E L E�-S, i F)
T0WEf--TP-tP E"eA49 C-e>- Phone: 3 Go-64 S-3�oZo(oFkct 3,60
PrimaryContact: -TC-W-3 FLffM06c Email: I-OKO P—
Nam!T�t4e-r A"ic- NtC-K0L-"5 Phone
Property MailingAddress 57�46 CA-5T- 10T( ,5Z71 Email-TAf4ETMMN @ME7.6oM
Owner
city -Fo g.-r A P Ci F-i-C-S State WA- 7-
Name Phon
Few o�—1 ki ek&l cc T--,, (,a) 15�q 0
Contractor Address Email — ,
Information 9,-5, DE�w-,,q A-,4c- -1-011M (f, pewe;kr-kip F-Ne,*4-y,CCM
-ciq To-R:—% T-awtAse7M> State Vv/t zip 11 bs�ls
Contractors License# FOO&P-TE 9340,15 Exp.Date:
-1 $
Legal Description: Zoning: Tax Parcel#06 WOO Project Value:(materials and labor)
PIS+ 33Z-t06(300
17t i�'l 4
Residential Commercial Industrial 13 Public 13
Permit Demolition 0 Fire 11 Re-pair 0 Reroof(tear off/layover)
Classification For the Lollowing.fill out both DaM of ennit ajaplication:
(check New Construction 1:1 Exterior Remodel 11 Addition 13 Tenant Improvement
appropriate) , Mec anical 13 Plumbing 13 Other 0
Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms
Yes C3 No 0L I Yes 13 No M I -� O/A-— I —
Project Description P\/ orCV4-Mic-, -5LL-4
Lpi,
E LE-if rpu e.�
Is project in a Flood Zone: Yes 0 NoW Flood Zone Type:
If in a Flood Zone,what is the value of the structure before proposed improvement? $
I have 'read and completed the application and know it to be true and correct.I am authorized to apply for
this permit and understand that it is my responsibility to determine what permits are required and to
obtain permits prior to work. I understand that plan review fees are not reftindable after review has
occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is
issued. I understand that if the permit is not picked up/issued within i8o days of submitta.1,the application
will be considered abandoned and the fees will be forfeited.
Date Print Name S�
Redd
HTE
Apprv'd
$130 Fee
Application and Checklist for Roof Mounted Residential Solar Panels
Project Information:
Property Owner Name: Janet Nickolaus
Project Address: 526 East 10th St, Port Angeles,WA Phone:360-513-1013
Contractor Name: Power Trip Energy Co Registration#:POWERTE934QE
Contractor Phone: 360-643-3080
PV system Roof mounted grid tied 6.3 kW Mfg/model#of major equip:SolarWorld
description: 20 modules,7.7 kW inverter 315 watt Pro XL PV modules,SIVIA Sunny Boy
770OTL-US-22 inverter
Per WAC 51-51-2300,if the answer to the following questions is"yes"a building permit will be
issued for simple(10-15kw output)PV systems without further engineering.
Section M2302.2.1—Where solar panels are installed on roofs,the roof structure shall be deemed adequate to
support the load of the rooftop if all of the following are met:
Yes No
1. PV system is designed and proposed for a single family or detached accessory structure El
2. The photovoltaic panels and modules and supporting structure shall be constructed of 0
noncombustible materials or fire-retardant treated wood equivalent to that required for the
roof construction. The installation shall meet the requirements of the International Fire Code
as amended by WA State. Pv modules are listed and labeled with a fire classification in
accordance with UL 1703
3. The PV system is designed for the wind speed of the local area and will be installed per the
manufacturer's specifications.
4. The ground snow load does not exceed 70 pounds per square foot.The PV system is designed
for the wind speed of the local area,and will be installed per the manufacturer's specifications.
5. Total dead load of modules,supports,mountings,raceways and all other appurtenances weigh
no more than four pounds per square foot. Enter total dead load of system(lbs/ft). [2.63 PSF
6. Supports for solar modules are installed to spread the dead load across as many roof-framing
members as needed to ensure that no point load exceeds fifty(50)pounds. Modules are
mounted no higher than 18"above the surface of the roofing to which they are affixed and do
not exceed the highest point of the roof unless approved by the local jurisdiction.
E::::>
NOTE: If site Inspection indicates a concem that the roof structure is not adequate to
support the PV modulle(s), engineering may be required prior to final of the permit.
As the property owner or authorized representative of the above listed property, I attest that all
information in this checklist is accurate to the best of my knowledge.
Applicant Signature: Date: 7/14/2015
Applicant Name(Please Print): (i+n S. Fleming, Power Trip Energy Co
Relationship to Property Owner: Installation Contractor
T:\BUILDING\APPLICATION FORMS\SOLAR PERMIT CHECKLIST.DOC
10th St
NORTH
Proposed PV Approximate
array on South property line
roof of house
PF"
Proposed inverter (-=!3 an
fo
Proposed solar production
meter&AC disconnect
next to City d PA net meter
6 0(M h S t
Alley to south
-Mai
pogi Aagisdaz
141-*— I.-OM 920,15 Twmiytf Us* Rmon a nuo eir
_7
Sunrnodule;/ Pro-Series XL
SW 315-320 MONO
REALVALUE
L
N I CK, 0
TUV Power controlled:
Lowest measuring tolerance in industry
Every component is tested to meet
3 times IEC requirements
Designed to withstand heavy
accumulations of snow and ice
Sunmodule Plus:
Positive performance tolerance
2S
year 25-year linear performance warranty
and 10-year product warranty
Oil
World-class quality
v
Fully-au tomated production lines and seamless monitoring of the process and mate- D E t
rial ensure the quality that the company sets as its benchmark for its sites worldwide. P=I C-11-1
SolarWorld Plus-Sorting
Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules
UL 1703
that have greater than or equal to the nameplate rated power. I (t
/C�E\-
25-year linear performance guarantee and extension of product warranty to 10 years
SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course
of 25years,a significanl.added value compared tothe two-phase warranties common
in the industry,along with our industry-first 10-year product warranty!
*in accordance with the applicable SolarWorld Limited Warranty at purcha5e.
v,,ww.solarworld.com/warranty
Quality modules
mad-6,-y
solarworld.com
W-,V,0 L_41 0 L
Sunmodule;-"' Pro-Series XL S 0 L A R'Ai OR L D
SW 315-320 MONO RE'ALVALUE
L
PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)'
SW 31S SW320
maximum power P—. 315Wp 320 Wp
Open circuit voltage V� 45.6 V 45.9 V
Maximum power point voltage V"' 36.5 V 36.7 V
Short circuit current 93S A 9,41 A
Maximum powerpoint current 1',. 8.71 A 8.78 A
Module efficiency 16.03% 16-28%
Measuring tolerance(P,,,,)traceable to TUV Rheinland:+1-2%(TUV Power controlled) 'STC:1000W/ml,25'C,AM 1.5
PERFORMANCE AT 800 W/Mz,NOCT,AM 1.5
SW-315 SW320
Maximum power P.. 240.9 Wp 244.4 V/p
Open circuit voltage V� 39.8 V 40.1 V
Maximum powerpoint voltage V PP 33.6 V 33.8 V
Short circuit current 1�1 7.77 A T82 A
Maximum power point current 119P 7.18 A 7.18 A
Minor reduction in eff iciency under partial load conditions at 25'C:at 200 W/m�,100%(+/-2%)of the STC efficiency(1000 W/ml)is achieved.
1000 W/.rrp DIMENSIONS COMPONENT MATERIALS
800 W/M� Length 78.15 in(!985 mm) Cellspermodute 72
Width 38.98 in(990 mm) Cell type Mono crystalline
600 W/rn�
Height 181 in(46 mm) Cell dimensions 156 mm x 156 mm
400 W/rn- Frame Clear anodized aluminum 3.2 mm Tempered glass
Front (EN 12150)
Weight 49.6 lbs(22.5 kg)
200 W/M2
100 W/rn� THERMAL CHARACTERISTICS ADDITIONAL DATA
Module voitagr(VI V, NOCT 46'C Powersorting -0 Wp/+S Wp
Tcl� 0.042%/K J-Box IP65
TCV, -0.304%/K Connector KSK4
0 0 1,14) TCP.Pl -0.43%/K Modulefire performance (UL 1703)Type I
L
PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION
q
Maximum system voltage SCIIINEC -.)r4VW
1000 V
Maximum reverse current 2SA
Loadlaynarnicload 113/64 p 4/2.4 kN/ml)
Number of bypass diodes 3
Operating range -40'C to+85'C
0.6 in('15mm)
1.8 in,(46mrn)
4 6(118)
9.0 199c)
All units provided are imperial.51 units provided in parentheses.
SolarWorld AG reserves the right to make specification changes without notice. 0 98 in.(25mm) SW-01-6056US 11-2014
Friday,January 31,2014 Snap rack-
SnapNrack
No r m a n 775 Fiero Lane,Suite 200
San Luis Obispo,CA 93401
Scheel "Series 100 Roof Mount" Cover Letter
To Whom It May Concern,
We have performed calculations for the 100 series roof mount PV system based on
Structural the information provided by SnapNrack. Included with this letter are the report and
calculations. We did the calculations in accordance with the 2012 IBC, ASCE 7-10,
2112 NDS, and guidelines stated in the Solar America Board for Codes and
En g i n e e r Standards.
Some of the components in the SnapNrack test data were used to detennine the
5022 Sunrise Blvd. capacity and section properties of materials. We collected the test data using the
fair Oaks,CA 95628 procedures outlined in the 2012 IBC Chapter 17.
(916)536-9585
(916)536-0260(fax) We included the following types of load combinations and building parameters into
our calculations:
1989-2013
24 yeanv of e_vcellence 0 ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure
categories
• ASCE 7-10 Seismic Design Category E
• ASCE 7-10 Snow Loads up to 120 psf ground snow
• Buildings with mean roof heights up to 60 foot tilt angles / roof pitches
Norman Scheel,S.E. from 0 degrees to 60 degrees.
LFED AP BD+C
LEED AP Homes The calculations have also been completed in accordance with the 2006 IBC,2009
Fellow—SEAOC IBC,and ASCE 7-05. To use the data contained in this packet for projects that are
Feflow-ASCE
E-mail:norm W .sc.co being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a
kni
Rob Coon wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009)wind speed in
Cieneral Manager the Chart in Appendix A,identify the corresponding ASCE 7-10(IBC 2012)wind
E-mail:robcoonk?nsse.coi speed value,and proceed with using the charts contained in this packet with the
Steve Smith P.E. adjusted wind speed value.
Project Manager
E-mail:sievesmilbCa,nsse.com In our opinion, the mounting system, outlined by SnapNrack Series 100 PV
Mounting System Code Compliance Installation Manual, is acceptable and meets
Steven Cooksey the loading requirements as stated above. See the report and calculations included
CAD Supervisor
E-mail: with this letter for more information.
Jacide Winslow If there are any further questions,please contact Nomi Scheel. N
Office Manager
r-inail:iackic,((�iissc.co,n Norman Scheel PE, SE
LEED-AP BD+C,LEED-AP Homes
Fellow S OC
FeWw C.E�
EXPIRES DECEMBER 26. 1,#E]
SnapNrack Series 100 Snap rack-
Project Info:
Dealerd Power Trip Energy Project Name: Nickolaus
Create Dated 2015-07-14T12:47:04-0700 BOM#:1 35989
PV Module Data:
Module Brand SolarWorld Length 78.46 inches
Model SunModule SW 31S XL Width 39.4 inches
Depth 1.80 inches
Environmental Requirements: Weight 47.60 pounds
Topographic Condition Standard Rated power @ STC 31500 W
Standard IBC 2012 Rail Color
Snow Load 21-30 psf -y_.Ve1A Racking Color
Wind Speed 130 mph - --I:TE K
Rafter Spacing 24 inches
Roof Attachmenti Flashed L-Foot
System Style:
Rail Finish Black Anodized
End Clamp Type Universal
Grounding Method Lay-ln-Lugs w/nut
Micro Attachment Kits No
Edge Screen Trim'� N:o��if"Yes",4"or 8" screen? Screen Height inches
Tilt Up, No
Sub-Arrays: I UL2703 No Premium Alloy Rail No Bulk Customer No
Sub-Array Sub-Array 122" Rail 162" Rail Rail Mid End Edge Roof
Modules Splices Clamps Clamps Screen Attachments
1 20 3 8 6 34 12 0 38
TOTALS 20 3 8 6 34 12 0 38
Page I of 3
Nickolaus Solar Racking
SnapNrack Series 100 Calculator
Proposed Bill of Materials
Part Number Description Qty
015-09826 SNAFNRACK,STANDARD RAIL SET, 1621N, BLACK,6 PC 1
015-09816 SNAPNRACK,STANDARD RAIL SET, 1221N, BLACK, 2 PC 2
015-09818 SNAPNRACK,STANDARD RAIL SET, 1621N, BLACK,2 PC 1
242-04013 SNAPNRACK ASSEMBLY RAIL SPLICE,STANDARD, BLACK 6
242-02124 SNAPNRACK MID CLAMP W/CHANNEL NUT, 1.5-2.01N,CLEAR 34
242-02215 SNAPNRACK ASSEMBLY, UNIVERSAL END CLAMP WAVE, REV 2 12
232-01023 SNAPNRACK RAIL END CAP,STANDARD, BLACK 12
242-92051 1SNAPNRACK KIT, L FOOT W-BASE,COMPOSITION FLASHING, BLACK 38
051-03418 ILAY-IN LUG AND LONG#10-32 SS SCREW AND NUT BAG OF 10-UL 4
F-Total Weight: 68.88 lbs
-System Total Weight: 1130.00 lbs
jArrayArea=20 modules x(39.4"x 78.46"/144 sq.inch persf)=429 sf
1pounds per Square Foot of Array=1130 lbs/429 sf=2.63 psf Item 5 checklist
Pounds per attachment=1130 lbs/38=29.7 lbs per attachment Item 6 checklist
Page 2 of 3
Modules Per 11 Array Pitch(degrees) 34 Sub-Array Modules 20
Row
Module 2 Building Height(ft) 15 Edge Screen(ft) 0
Rows Attachment Spaci.ng I Attachment Spacin
Orentation Portraft (inches) ——72 1 Override(inches)g 1 48 Array Power(kW) 6.3
The maximum recommended rail span for this sub-array is 72 inches.The rail span for modules located in edge zones Is reduced by 24 inches to 48 inches
Group I Rail Grou p 2 Rail Group 3 Rail Group 4 Rail Group 5 Rail 122"Rail 162"Rail Row Mid Row End Row Attach- Module Rail
Length Length Length Leneth Length QtY Qty Clamps Clamps Splices ments BondiUL_ Bonding
318.20 39.40 1 4 14 8 2 18 8 5 F11111
4-38.40 2 4 20 4 4 20 12 2 111101111111111000
Sub-Array 3 8 34 12 6 38 20 7
Totals
Nickolaus Solar Racking Page 3 of 3