Permit t CITY OF TIGARD BUILDING PERMIT
COMMUNITY DEVELOPMENT Permit #: BUP2011 -00188
TIGAR 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 09/06/2011
D
Parcel: 1 S134CB10200
Jurisdiction: Tigard
Site address: 12454 SW EDGEWATER CT
Project: VARNUM Subdivision: MILL VIEW Lot: 2
Project Description: Solar photovoltaic system.
Contractor: ADVANCED ENERGY SERVICES Owner: VARNUM, STEVEN S
3981 CALAROGA DR MARTIN, ANNE -MARIE
WEST LINN, OR 97068 12454 SW EDGEWATER CT
TIGARD, OR 97223
PHONE: 916- 521 -0533 PHONE:
FAX:
FEES
Specifics:
Description Date Amount
Type of Use: SF Solar Photovoltaic System 08/30/2011 $180.00
Class of Work: ALT 12% State Surcharge - Building 08/30/2011 $21.60
Dwelling Units: 0 Info Process /Archiving - Sm Sheet (up to 08/30/2011 $4.00
Stories: 0 Height: 0 ft 11x17)
Bedrooms: 0 Bathrooms: 0
Value: $0
Floor Areas:
Total Area: 0
Accessory Struct: 0
Basement: 0
Carport: 0
Covered Porch: 0
Deck: 0
Garage: 0
Mezzanine: 0
Total $205.60
Required: Required Items and Reports (Conditions)
Fire Sprinkler: Parapet:
Fire Alarm: Protected Corridors:
Smoke Detectors: Manual Pull Stations:
Accessible Parking: 0
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable law. All work will
be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180
days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR
952- 001 -0010 through OAR 952- 001 -0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232 1987 or 1.800.332.2344.
Issued By: �' P_ermittee Signature: '
'i by 7:00 a.m. for the next availabl= ' • . ection date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
Building Permit Application
Residential Received Pl an R ev i ew FOR OFFICE USE ONLY
. City of Tigard 04: Date/B : II Permit No.: ^ r Ii
1, .
13125 SW Hall Blvd., Tigard, OR 972aj �� * , ���
g
' Phone: 503.718.2439 Fax: 503.598.1 `v . r101 � Date/By: � f 3 I / t I 6 Other Permit:
TIGARq Inspection Line: 503.639.4175 \`, `. ® !• Date Ready /By: 9 , /�� / luris. H See Page 2 for
Internet: www.tigard or.gov �`•. AR� Notified/Me \ Trib Supplemental Information
1S1 /
R
. , „ . '. ' TYPE OF WOR1F�1 tkw ;. _ /, Q IRED DATA: " 1 - FAMILY DWELLIN '
❑ New construction ❑ Akin Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
® Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the
- ' , ,, CATEGORY OF CONSTRUCTION ,
work indicated on this application.
® I- and 2- family dwelling ❑ Commercial /industrial
Valuation: $
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
- B SITE INFORMATION AND LOCATION Total number of floors:
Job site address: 12454'Edgewater Court New dwelling area: square feet
City/State /ZIP: Tigard/OR/97223 Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: Varnum Covered porch area: square feet
Cross street/directions to job site: Deck area: square feet
Other structure area: square feet
REQUIRED DATA :'COMMERCIAL -USE CHECKLIST, , -
Subdivision: Lot no.: Permit fees* are based on the value of the work performed.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all
equipment, materials, labor, overhead, and the profit for the
' , DESCRIPTION OF WORK :_ ;- , „ - • . • work indicated on this application.
'Installation of 3kW solar electric system located on South roof. Valuation: $
Existing building area: square feet
New building area: square feet
' ®..PROPERTY OWNER . ' ❑ TENANT.. 1 . . ' Number of stories:
Name: Steve Yaarnpm Type of construction:
Address: 12454 Edgewater Court Occupancy groups:
City /State /ZIP: Tigard /OR/97223 Existing:
Phone: ( ) Fax: ( ) New:
® :APPLICANT ❑ CONTACT 'PERSON" BUILDING PERMIT FEES *`:
Business name: Future City Solar LLC (Please refer to fee schedule) .
Structural plan review fee (or deposit):
Contact name: Jordan Weisman
FLS plan review fee (if applicable):
Address: 1631 NE Broadway #320 I "
City/State /ZIP: Portland/OR/97232 Total fees due upon application: S (00
Phone: (503) 407 -6820 Fax: : ( ) Amount received: ,(p v
E -mail: Jordan @futurecitysolar.com 'PHOTOVOLTAIC SOLARR•PANEL S STEM ,
Commercial and residential prescriptive installation of
CONTRACTOR roof -top mounted PhotoVoltaic Solar Panel System.
Business name: Advanced Energy Services Submit two (2) sets of roof plan with connection details
and fire department access, along with the 2010 Oregon
Address: 14755 SE 82" Drive Solar Installation Specialty Code checklist.
City/State /ZIP: Clackamas /OR/ Permit Fee (includes plan review $180.00
and administrative fees):
Phone: (916) 521 -0533 I Fax: ( ) State surcharge (12% of permit fee): $$$2
CCB lie.: 180882
Total fee due upon application: $20
r
Authorized signature: 404,"+w...._ This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
Print name: Jordan Weisman Date: 8/24/11 * Fee methodology set by Tri- County Building Industry
Service Board.
I:\ Building \Permits\BUP - RESPermitApp.doc 02/24 /2011 440- 4613T(11 /02 /COM/WEB)
2. ! -- -- - _ • _ - RECEIVED
- - - AUG 3 0 2011
■
PROJECT INFORMATION t z z t z t _ t CITY OF TIGARD -
OWNER ANNE MARIE & STEVEN VARNUM CONTRACTOR AD'rANm ENLav SERVICES / BUILDING DIVISION �—
12454 SW EDGEWATER COURT 14705 Sp'82NDIAVE
TIGARD, OR 97223 CLACKAMAS, OR 97215 " `
MAIN: 503 - 635 -0117 SW EDGEWATER COURT
CONTACT: JORDAN WEISMAN
BUILDING SINGLE FAMILY RESIDENTIAL PHONE: 503- 407 -6820
DATA ' ` t "
ROOF SPECS ASPHALiCOMPOOITESIIN (1LERaCYLSIN(-E17 y
W/ 2X6 SOUGLAS ±1IR #2-4. 2 "" 0.g. t V
APPLICABLE 2010 OREGON SOLAR INSTALLATION TILT: 30�EGRE I:. C - 5 z - ' J X\
CODES SPECIALTY CODE AZIMUTH: 170 DEGREES liii
ROOF AREA (PLAN VIEW)= 2.565 SF ' •
DRIVEWAY
ARRAY AREA = 223 SF, ARRAY IS < 25%0F ROOF AREA
SYSTEM SOLARWORLD250W �' L
MAIM iAXEL
12 X 250W = 3.00kW MODULE SOLARWORLD SUNMODULE 250W , MaM RE1ER
(1 ROW OF 4, 1 ROW OF 8 MODULES) SPECS ,r GAPAGE
ENPHASE M215 INVERTER, 1 PER EACH MODULE (L) 66" X (W) 39.5" X (H) 1.34" WEIGHT: 48.5" LBS
COMBINED WEIGHT OF MODULES AND RACKING IS < �1 J/� / J �
4.5 PSF. ' i
PROJECT NOTES ® ° ° 1(`[[ ,
1. 303,2- PV SYSTEMS AND SUPPORTING STRUCTURE 7. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED .. % ❑ 16 • I 1 l" ,.
COMPLY WITH REQUIREMENTS OF OSSC CHAPTER 6 OR WOOD CONSTRUCTION WITH 2X6 RAFTERS AT 24" 0.C.
THE ORSC AS APPLICABLE. MAX. MEETS ALLOWABLE SPAN REQUIREMENTS IN PV array
Ork
2. 303.3- ALL PV MODULES TO BE UL 1703 LISTED, TABLE 305.4.1.
3. 303.5- PV SYSTEM SHALL HAVE A FIRE 8. 304.9.5- DISCONNNECTS, 3- BOXES, COMBINER BOXES OR na
CLASSIFICATION THAT IS EQUAL TO OR GREATER GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED
THAN THE ROOF ASSEMBLY REQUIRED BY OSSC PATHWAY OR CUTOUT.
SECTION 1505.1. 9. ROOF MATERIAL IS ASPHALT COMPOSITE SHINGLE.
4. 303.6- ALL COMPONENTS OF THE PV SYSTEM SHALL BE 10. PER 305.4 ITEM 3: TOTAL SYSTEM WEIGHT SHALL NOT
RATED FOR THEIR USE. EXCEED 4,5 PSF. PV MODULES AND RACKING SHALL BE
5. 303.4- 304,8- PV LAYOUT SHALL NOT RESTRICT DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN
EGRESS, LIGHT, VENTILATION, OR ROOF DRAINAGE CONNECTION DETAIL 42. ATTACHMENT SPACING WILL
REQUIREMENTS. BE 48" O.C. MAX, AND WHEN ATTACHMENT LOCATED
6. 304.9.1 GENERAL PATHWAY REQUIREMENTS- WITHIN 3' OF ROOF EDGE, HIP, EAVE, RIDGE SHALL BE
EXCEPTION 1: ON STRUCTURES WITH A PV ARRAY 24" O.C. MAX.
AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 11. MAX MODULE HEIGHT < 18" OFF ROOF SURFACE.
WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN 12. SECTION 304.7- MECHANICAL EQUIPMENT
INTERSECTING ADJACENT ROOF AND WHERE NO CLEARANCES: NOT APPLICABLE, THERE IS NO
SECTION IS LARGER THAN 150 FEET MEASURED IN MECHANICAL EQUIPMENT WITHIN OR ADJACENT TO
LENGTH OR WIDTH. AREA OF WORK.
EXCEPTION 1A: WHERE PV ARRAY DOES NOT EXCEED
25% AS MEASURED IN PLAN VIEW OF TOTAL ROOF
AREA OF A STRUCTURE, A MINIMUM OF 12"
UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED
ALONG EACH SIDE OF ANY HORIZONTAL RIDGE.
NORTH
OFFICE COPY 1. SITE PLAN
_0) Scale: 1" = 30' -0"
0' 15' 30' 60'
ADVANCED ENERGY SERVICES DATE: AUGUST 26, 2011 'PROJECT #: AES 03
14755 SE 82ND DRIVE
CLACKAMAS, OR 97015 VARNUM RESIDENCE CITY OF TIGARD
12454 SW EDGEWATER COURT
503-635-0117 TIGARD. OR 97223
CCP# 180882 Approved pci D WG . 1 0 F 3
Conditionally Approved
See Letter to: Follow [ ]
OFFICE COPY Attached [ ]
Permit Number: B ' .Q t [ • 001 R f6
Address: 124 6 SW £136 ENoT & CT-
By; Cr• 1-
>r t Date: •a
• .• •• •• • • • • •
• • • .
• • • • • • • • • •
•• •
•.. • • • •
• • •
• • • • • • • • • • _
• • • • • • • • • •
• • •• • • • •
I • • • • •• .•
• •
• • • • • • • • • • •
• • • •:• • • • • • • •
• • • • • • • •
SOLAR COLLECTOR MODULE
• • • • • • • • • • MODULE (4.5 PSF, MAX.) DIMENSION
VARIES
• • MODULE DIMENSION ti. ; • .ti!p. t ::: .•+S y { F . :. .
• • • • • • • 10' MAX l 4'. `O"' i' !"4 :i
SECTION A `:•:,:, r' 9� b 1 ( � - *� ti3O ::
,:
4- " SECTION A F ":: lee.- „;"•;" I ',,',.�
.. NEW SOLAR MODULE � �I
ARRAY AND ATTACHMENT CONNECT SOLAR MODULE TO w:,..... ,.
SYSTEM TO EXISTING RAILS WITH 1 CONNECTOR ry,;. . RD
FOR EACH B. SQ FT. OR 1:::$ C• � •wi ;•.. Si ROOF RAFTERS LESS OF MODULE SURFACE `MiS.Q •,
CORROSION RESISITANTJy;.;:
METAL RAIL ANCHOR � 1.2:411::::: ' '�• � . �
TO ALTERNATE ROOF
FRAMING 48" MAX. ON
...„.711
CENTER P . P R VI A -A ••wu!�i�
TYPICAL. PROVIDE A
If MINIMUM OF 2 RA U L5
PER MODLE `i 'I ` • +I �I
U
EXISTING 2X6
RAFTERS
24° D.C. TYP. ROOF CENTE0.
0 48" MA
2. CONNECTION DETAIL
Scale: NTS
SPAN 5' -10" SPAN 8' -5" NOTE:
SYSTEM TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION COLLECTOR MODULE
INSTRUCTIONS
MIN. 2 X 4 JOIST OR TRUSS CONTINUOUS SUPPORT
CHORD ® 2' MAX. ON CENTER `, RAIL AND CONNECTION
2, POST BY RAIL
o MANUFACTURER
12" 512" FLASHING AS REQUIRED TO SEAL ROOF ∎44
1. SECTION INSTALLED PER MANUFACTURER'S INSTRUCTIONS
Scale: NTS 5/16" HANGER BOLT
•
QUICKMOUNT PV COMPOSITION ROOF
MOUNT ALUMINUM BLOCKING AND L -FEET.
3. CONNECTION DETAIL
ADVANCED ENERGY SERVICES DATE: AUGUST 26, 2011 (PROJECT *: AE5 03 Scale: NTS
14755 SE 82ND DRIVE
CLACKAMAS, OR 97015 VARNUM RESIDENCE EDG
12454 SW 503-635-0117 TIGARD OR 9 223 TER COURT
CCB# 180882 DWG. 3 OF 3
• •• •. • • • • • • • • • • • • ••
...•• RECEIVED
.. ..... . • .. ..
•.• • • • •• • • • • • •
• • • • •• • • _
• • • • • •• ••
AUG 30 2011
EQUIPMENT SCHEDULE / NOTES:
• • • • • • • • NEC P'4 LABELING REQUIREMENTS (1) PV ARRAY, 12 SOLARWORLD ' r 3 41' II !r, ARD
3.00 KW SOLAR PV SYSTEM • • • •(,. • • • • • ' DC D•SC •• ••
OISNECTS (690.17): 1 1
• • • • • • • . (2) EACH PANEL CONNECTED N a 1,, F� Vry {20
• •
• • • • • • • • • INVERTER. 12 INVERTERS MAK '�° s � '• : V• I C6 t`I
PV Array-12, 250 Watt Solarworld *PV panels WARNING (3) 6 AWG BARE COPPER EQUIPMENT GROUNDING CONDUCTOR
Y E LECTRIC SHOCK HAZARD. AND ENPHASE M215 OUTPUT CIRCUIT WIRES.
DO NOT TOUCH TERMINALS, (4) 30A AC Disco w /15A 2 -Pole Breaker on roof '
- - - - • • • • • • • • • TEV1I4JALS ON BOTH THE LINE AND LOAD SIDES (5) 30A 240V AC DISCO
•
(1) • • • • • • MAY BE ENERGIZED IN OPEN POSITION (6) UTILITY GRADE METER TO MEASURE PV OUTPUT
• • • • •• • •` • • (7) GRID INTERCONNECTION BY 15A TWO POLE BREAKER •
Eli • • • • • • • Pd PONer Source Information (NEC 690.53): (8) 200A MAIN SERVICE PANEL WITH 200A MAIN BREAKER
(9) GROUNDING ELECTRODE CONDUCTOR CONNECTED TO
( WARNING: DC VOLTAGE IS ALWAYS PRESENT WHEN EXISTING BUILDING GROUNDING ELECTRODE.
MODULES ARE EXPOSED TO SUNLIGHT.
ARRAY NOTES:
OPERATING CURRENT 8.05 A - THE SUM OF THE RATINGS OF BREAKERS FEEDING ANY PANEL
(3).,,, 10 awg USE 2 /RHW - OPERATING VOLTAGE 31.1 V MUST NOT EXCEED 120% OF THE RATING OF THE PANEL BUS BARS
Sunlight Resistant Wire plus SHORT CIRCUIT SYSTEM CURRENT 8,28 A (NEC) 690.64)
One # 6 AWG Bare Copper Equipment Ground MAXIMUM SYSTEM VOLTAGE 44.23 V AC Voltage Drop Calculation
AC DISCONNECECTS & INVERTER (690.54): 1,Internal Voltage drop within cabling: 12 micro Inverters =1.16%
2. Voltage drop from branch circuit to dedicated OCPD:N /A
WARNING: DISCONNECT IS ENERGIZED FROM TWO 3. Voltage drop from OCPD to Main Service Panel
( 15A 2 - Pole AC Disco on Root SOURCES: SOLAR SYSTEM AND UTILITY GRID. %Vdrop= (0.9A *12) *(2 *30ft)
= (648 * (.00198ohms /ft) )/240V
MAXIMUM AC VOLTAGE 240 Vac = 0.0053 *100
MAXIMUM AC CURRENT 0.9 Aac /inverter =0.53% AC Voltage Drop
Roof Top AC CIRCUIT BREAKER (690.64) TOTAL AC VOLTAGE DROP: 1.16%+0.53%=1.69%
Ground WARNING: CIRCUIT BREAKER IS ENERGIZED FROM
Approximate distance from TWO SOURCES SOLAR SYSTEM AND UTILITY GRID. PROJECT: 12454 SW Edgewater Court
root top array to Main Electric Panel Is 30 feet. Tigard, OR 97223
3.0 KW SOLAR SYSTEM •
314" EMT outdoors with
two # 12 awg Solar Contractor
from Disco THWN -2 conductors w/ (1) # 12awg, 3/4" EMT f AC Di
THWN -2 Neutral, and #12 awg Meter Advanced Energy Services
Equipment GND conductor to Main Electric Panel. 120/240 Volt,
from array AC Disco to 30A AC Disco Distance less than 10. three -wire, single -phase
located next to main service panel.
/
PV
(
30A AC Disco Output
Meter 200A Main
( `/ 4 Breaker TITLE:
Single Line Diagram, Grid Tied Solar PV System
(n 4 ► Utility
(7) ( DATE: 7/29/11 DRAWN BY: Jordan Weisman
!bl o I Drawing #: 0001 PROJECT /Customer Name:
ll 11 Q 15A Two Pole � Grounding Varnum and Martin Residence
Backfeed Breaker Electrode REVISION HISTORY r DATE I NOTES
REVISION: 00 1 7/29/11
#6 bare copper
•
RECEIVED
l
City of Tigard AUG 3 0 2011
� � Building Division CITY OF TIGARD
• - 13125 SW Hall Blvd, Tigard, OR 97223
BUILDING DIVISION
Phone: 503.718.2439 Fax: 503.598.1960
TI GARD Inspection Line: 503.639.4175
www.tigard- or.gov
2010 Oregon Solar Installation Specialty Code
Check List for Prescriptive Installation of Roof - Mounted
PhotoVoltaic Solar Panel System
Property Information
Installation Address: 12454 SW Edgewater Court
City: Tigard Zip: 97223
Owner's Name: Steve Varnum Date: 8/24/11
Contractor's Name: Advanced Energy Services CCB #: 180882
• .
• • „Resign Parameters of the Property /Structure
• • •
• • If "Yes ", does not
• •• ••
Flo�cid�Iazafd' • • • Is the in 111 Yes
qualify for the
• • • • Located in a flood prescriptive path, follow
•'AYea plain/flood way? ® N OSSC or ORSC for • • •. • •••
• • • • • • design requirements.
• • •5•-
• •
t' F Yes
Is the wind exposure If "Yes ", qualifies for
• • Wine. . d Exposure "C" or less? ❑ N the prescriptive path.
• •
• ••••
Installations on detached Is the Ground Snow
single /two - family Load 70 psf or less?
dwelling/single /two- If "Yes ", qualifies for
family townhomes ® Yes the prescriptive path.
and/or their accessory
Ground structures. ❑ No
Snow Load Is the Ground Snow
Installations on all Load 50 psf or less?
If "Yes ", qualifies for
structures other than
❑ Yes the prescriptive path.
above
❑ No
1
l: Building / Forms /Photo Voltaic- Checkl ist. docx
Is the construction
material wood and does ® Yes
Type of If "Yes ", qualifies for
the construction qualify
Construction as "conventional light ❑ No the prescriptive path.
frame" construction?
Is the spacing 24 inches
or less?
Pre - engineered trusses. ❑ Yes If "Yes ", qualifies for
the prescriptive path.
❑ No
Roof framing
members Is the spacing 24 inches
or less?
Nominal lumber. ® If "Yes ", qualifies for
Yes the prescriptive path.
❑ No
Is the combined weight ® Yes
• • • of the PV modules and If "Yes ", qualifies for
• • ••• racking less than or ❑ No the prescriptive path.
• •••• equal to 4.5 psf?
•
• Saar •
•• •• . .
• • .. • installation.. • . • • Is the solar installation
•
•••• layout in accordance Yes «
• • • • • • • • • with Section 305.4(3) of If Yes ,qualifies for
• • • • •• • ❑ No the prescriptive path.
• • ••• • • • • • • . • . • • the 2010 Oregon Solar
•
••••
• Code?
•• ••• . .
• ..
• • • • El Metal
•• ••• .
••••
• •. •
• • . .
• •5. �••• Single layer g Y If roofing material is
Roofing Check the type of n of wood one of the three types
material roofing material shingle /shake checked, qualifies for
Max. two layers the prescriptive path.
of composition
shingle.
Is the roof mounted ® Yes
Connections of solar assembly
the solar assembly connected to roof If "Yes ", qualifies for
framing blockin ❑ NO the prescriptive path.
to the roof g or g
directly?
2
l:/ Building / Forms /PhotoV oltaic- Checkl ist.docx
Is the gauge 26 or less? El Yes If "Yes ", qualifies for
❑ No the prescriptive path.
115 lbs for 60 inch
spacing or less?
If "Yes ", qualifies for
❑ Yes the prescriptive path.
❑ No
Minimum Uplift rating
of Clamps? 75 lbs for 48 inches
spacing or less?
If "Yes ", qualifies for
® Yes the prescriptive path.
n No
Attachment of
roof mounted Minimum 24 inches If the spacing falls
solar systems Spacing of clamps? within 24 inches and 60
directly to 40 inche Maximum 60 inches inches, qualifies for the
standing seam prescriptive path.
• ••• me tal anels If the width of the panel
• .. • • • • Width of roofing is less than 18 inches, • • • • panels? 18 inches or less
18 inches qualifies for the •
• • • • • — prescriptive path. • •
• ••••
•
•••• • • • Minimum #10 at 24
.• ..
• • •• •• inches o /c?
• • • • • • •.
• • • • •
• '•" Size and spacing of If "Yes ", qualifies for
• •
• • • fastener? Yes the prescriptive path.
• • • •
•• ❑
....
• No
•
• ••••
Is the roof decking of
WSP min. ' /2" thickness, ® Yes
decking connected to If "Yes ", qualifies for
framing members ❑ No the prescriptive path.
w /min. 8d nails @
6"/12" o /c?
Is the height less than or
Maximum 18 inches equal to 18 inches?
Height of the from the top of the If "Yes ", qualifies for
solar modules module to the roof ® Yes the prescriptive path.
surface. ❑ No
3
I: /Bui Iding/Forms /Photo Voltaic - Checklist.docx
Submittal Documents required for Prescriptive Installations
Show the location of the PV system in relation to buildings, structures,
property lines, and, as applicable, flood hazard areas.
Site Plan Details must be clear and easy to read.
Minimum size of the plan is 8.5 x 11 inches.
Attach a simple structural plan showing the roof framing (rafter size, type, and
spacing) and PV module system racking attachment.
System must be shown in sufficient detail and clarity to assess whether it
Structural Plan meets the prescriptive construction requirements as listed earlier above in the
matrix.
Minimum size of the plan is 8.5 x 11 inches.
PV Modules
Manufacturer: Solarworld
Model Number: 250 MONO
Listing Agency: UL
•••••
• •
•
••••
• • •
• •
•
•• ••
• • •
•
••••
•••• • •
•• ••
• • •• ••
• • • • • •
• • • • •
• ••• •
• • •
• •
• ••
• • ' • • •
• • • •
•
••••
• • •
• • ••••
4
I:Building/Forms /PhotoV oltaic- Checklist.docx
•
haSo RMOUNT Technical Data
GO
SolarMount Technical Datasheet
Pub 110818 -ltd V1.0 August 2011
SolarMount Module Connection Hardware 1
Bottom Up Module Clip 1
Mid Clamp 2
End Clamp 2
SolarMount. Beam Connection Hardware 3
L -Foot 3
SolarMount Beams 4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
• • • • W a s her • Bottom Up Clip material: One of the following extruded aluminum
• • •
• • Bottom tNut (hidden..see alloys: 6005 -T5, 6105 -T5, 6061 -T6
• VhaiP not a Ultimate tensile: 38ksi, Yield: 35 ksi
� . •_ .••, •. _ n' : ; Finish: Clear Anodized
• '••• ' - • Bottom Up Clip weight: —0.031 lbs (14g)
z '"• Bolt • Allowable and design loads are valid when components are
• • Beam • •, assembled with SolarMount series beams according to authorized
. . •0 . , .,
.. .. UNIRAC documents
• • •�..
•• ` • Assemble with one W-20 ASTM F593 bolt, one' / < " -20 ASTM F594
:.•••• serrated flange nut, and one 1 /4' flat washer
• '� • 0. - `� • Use anti -seize and tighten to 10 ft-lbs of torque
+ � � � • ' �: • Resistance factors and safety factors are determined according to
• • At': . part 1 section 9 of the 2005 Aluminum Design Manual and third-
._ party test results from an IAS accredited laboratory
. • ....
• Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
lbs (N) lbs (N) FS lbs (N) 0
Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662
Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441
Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
x k ' y . k k r x i
art ".
SoLARMourvr Technical, Datasheets ®® UN 0 RAC
Solar Mount Mid Clamp
Part No, 302101C, 30210113, 3021036, 3021040,
3021050, 3021060
- abed Bolt • Mid clamp material: One of the following extruded aluminum
Mid i, alloys: 6005 -T5, 6105 -T5, 6061 -T6
Fl.
la':e Nufi � �
• Ultimate tensile: 38ksi, Yield: 35 ksi
Clamp �., vo �
� Y • Finish: Clear or Dark Anodized
., • Mid clamp weight: 0.050 lbs (23g)
.," `... • Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
~'; ; . mid clamp assembly when used with a SolarMount series beam to
-' �, ° - retain a module in the direction indicated
N • • Assemble mid clamp with one Unirac % "-20 T -bolt and one %4 " -20
' ,`' , ASTM F594 serrated flange nut
. . , . • Use anti -seize and tighten to 10 ft-lbs of torque
Bearn. • Resistance factors and safety factors are determined according to
°` part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
Applied Load Average Allowable Safety Design Resistance
) .c ecs°r,w - — Direction Ultimate Load Factor, Load Factor,
BE r NELN MIXA f. lbs (N) lbs (N) FS lbs (N) 0
i i ' ' Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667
..._ .._ _.__. . ,.._._...._.._. .. _ Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665
Y Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620
p►x •••••
Dimensions specified in inches unless noted . • •
•
• ••• • • o arMount End Clamp
• •
Part No, 302001C, 3020026, 302002D. 3020036. • • • • •
3020030. 3020046, 3020040, 3020056, 30200561,
• • •
. 3020006. 3020060, 3020070, 3020086, 3020080, •••• •
,, a„,, ,,., ...,.,:,,,.,,..,_ ___,,,,..,:::::::?-it,,,Igillillf*T!!‘ ' ' ' . ''' ' ..'
3020096, 3020090, 3020106, 3020116, 3020126 • End clamp material: One of the folio�Ading•extrudeilci inum •
alloys: 6005 -T5, 6105 -T5, 6061 -T6 • • • •
colt • Ultimate tensile: 38ksi, Yield: 35 ks • •. • •
•
• Finish: Clear or Dark Anodized • • • • • • • •
�Ji
• End clamp weight: varies based oeig41: — 0.058 .1bs (26g)
';\ "`
En`d Clamp • All owable and design loads are valid when comp8nantc are • •.
°, Serrated: , assembled according to authorized umagic documents
Flange Nut. ,;'" ' • Values represent the allowable and design load capaciyof a shgte •.
end clamp assembly when used with a SolarMount series beamtS
` retain a module in the direction indicated
:' • Assemble with one Unirac 1 /4 " -20 T -bolt and one W-20 ASTM F594
B e serrated flange nut a � • Use anti -seize and tighten to 10 ft-lbs of torque
` • Resistance factors and safety factors are determined according to
�• . ; , part 1 section 9 of the 2005 Aluminum Design Manual and third -
Y w ', t party test results from an IAS accredited laboratory
• Modules must be installed at least 1.5 in from either end of a beam
.x
- - s Applied Load Average Allowable Safety Design Resistance
1 ' A '" "- Direction Ultimate Load Factor, Loads Factor,
', . � ,i .. .• lbs (N) lbs (N) FS lbs (N) 0
" L'.! Tension, Y+ 1321 (5876) 529 (2352) 2,50 800 (3557) 0.605
nrrf
■
- ,,,.0 - i Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330
Sliding, X± 142 (630) 52 (231) 2.72 79 (349) 0.555
Dimensions specified in inches unless noted
a
S0LARMouNT Technical Datasheets r
Solar Mount Beam Connection Hardware
Solar Mount L -Foot
Part No, 3040000, 304000D
• L -Foot material: One of the following extruded aluminum alloys: 6005 -
T5,6105- T5,6061 -T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• L -Foot weight: varies based on height: —0.215 lbs (98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized
r w ^ �I Bolt UNIRAC documents
L -Foot • For the beam to L -Foot connection:
• Assemble with one ASTM F593 % " -16 hex head screw and one
errated ASTM F594 % "serrated flange nut
Flange Nu • Use anti -seize and tighten to 30 ft-lbs of torque
.✓ • Resistance factors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third -party test
Y results from an IAS accredited laboratory
NOTE: Loads are given for the L -Foot to beam connection only; be
X sure to check load limits for standoff, lag screw, or other
attachment method
r Applied Load Average Safety Design Resistance
`^nr F04 Direction Ultimate Allowable Load Factor, Load Factor,
lbs (N) lbs (N)
FS lbs (N) to
Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646
•••• Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575
Unmarsiens specitisdininches unless noted Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615
• •
• • • • • Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664
• • • •
• •
• •• ••
r • •
• ••••
• • •
•••• • •
• • •• ••
• • • • • •
• • • • •
• • •••
• • •
• •
• ••
• • v • •
• • • •
•
••••
• • •
• • ••••
ti f
kSoLARMouN'r Technical-Datasheets
SolarMount eams
Part No, 310132C, 310132C-8, 310168C, 310168C -8, 310168D
310208C, 310208C- -L3, 310240C, 310240C -B, 3102408,
410144M, 410168M, 410204M, 410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight (per linear ft) plf 0.811 1.271
Total Cross Sectional Area in 0.676 1.059
Section Modulus (X -Axis) in' 0.353 0.898
Section Modulus (Y -Axis) in 0.113 0.221
Moment of Inertia (X -Axis) in 0.464 1.450
Moment of Inertia (Y -Axis) in° 0.044 0.267
Radius of Gyration (X -Axis) in 0.289 1.170
Radius of Gyration (Y -Axis) in 0.254 0.502
• • 11
11 i• •
• ••11• •
• • •
1111 1111 e •
SLOT FOR T -BOLT OR • • •
SLOT FOR T - BOLT OR 1.7� 11... w • e •
1 �" HEX HEAD SCREW 1 /" HEX HEAD SCREW ± • • • •
1
0 90
•
2X SLOT FOR SLOT FOR .t "
• •
BOTTOM CLIP � 2.500 BOTTOM CLIP • • • • •
1 7 I 00.11 • •
3.000
1.316 my
SLOT FOR
3 /8
t " HEX BOLT SLOT FOR I 1.385
3 %" HEX BOLT
.387 1
.750 1.207
Y Y 1.875
A
►X ►X
SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
F 4 "" ? '
", Oregon Solar Installation Specialty Code
' -" ' Check List for Prescriptive Photovoltaic Installations in
accordance with Section 305.4
Department of Consumer and Business Services
Building Codes Division •
1535 Edgewater NW, Salem, Oregon
Mailing address: P.O. Box 14470, Salem, OR 97309 -0404
Phone: 503- 378 -4133 • Fax: 503- 378 -2322
Web: bcd.oregon.gov
Property Owner Information
Property Owner Name: <, teA J R,, V41 twirl
Installation address: 12, SV\J G 06£WATeg.,
Cit T! G 1,0 State: OR Zip: ¶73
Structure on which modules are to be installed: '200P Of tto1l4e.
Day Phone: ( ) Evening Phone: (
Email address: S.i ) ex C
Contractor: AI q VA M c. 4A tw y irtas CCB #: ( go e
Day Phone: (SO3, ) C 35-0117 Evening Phone: (
Email address: • vI /A w i!i a O va.s m
Site Plan
• Attach a simple site plan showing the location of the PV system in relation to buildings, structures,
• • • • • • property lines, and, as applicable, flood hazard areas.
•
•
• • • • Systers list be shown in sufficient detail to assess whether the requirements of section 304.9 or
• •
one oftga exceptions have been met.
• •• ••
• • The s:te4as must be on 8.5 x 11 or larger paper.
• ••••
• • •
•••• . •
•. ••
Structural Information
• • .AiJ Structures:• '
•
• • • • '; ` Is this' convehtional light framed wood construction No (circle one) •
• ••••
•
"••:•• Does'the structure have pre - engineered trusses? Yes o circle one) ;
•
OR
a D s structure have roof framing members spaced at 24 inches on center maximum?
es No (circle one)
• Is .e weight of the PV modules and racking less than 4.5 pounds per square foot? •
No (circle one)
• Is the roofing material metal, single layer wood shingle, or not more than two layers of
cos. •osition shingle?
401111No (circle one)
Structural Information (continued)
Standing Seam Metal Roofs:
• Is the metal gauge 26 or heavier? Yes No ( circle one)
• Clamp design: Are clamps designed to withstand uplift of at least 115 pounds for clamps spaced
at 60 inches on center or less or at least 75 pounds for clamps spaced at 48 inches on center or
less? Yes No (circle one)
• Is the spacing of the clamps as measured along the seam less than or equal to 24 "o.c.?
Yes No ( circle one)
• Is the roofing panel width 18- inches or greater? Yes No (circle one)
• Will the roofing panel attachments be at least #10 screws at 24- inches on center?
Yes No (circle one)
• Will the roofing panels be installed over minimum 1 /2-inch nominal wood structural panels attached
to framing with 8d nails at 6- inches on center at panel edges and 12- inches on center field
nailing? Yes No (circle one)
If no, on any of these requirements, the project may not be submitted using the prescriptive path.
Roof Design and Attachment
• Attach a simple structural plan showing the roof framing (rafter size, type, and spacing) and PV
system racking attachment.
• System must be shown in sufficient detail to assess whether the requirements of section 305.4
have been met.
•
•••• • The structural plan must be on 8.5 x 11 or larger paper.
• • •
•
• •
• ••••
• • • •
• • Wind Design
• • Doie eeproject site exceed 95 MPH in exposure C or 105 MPH in exposures A or B.
•
• • Yes circle one) If yes, the project may not be submitted using the prescriptive path.
• • •
• • • • • •• ls1 • sriadiule height less,than 18 inches above the roof in accordance with section 305.4?
• " • • "• 4circle one)
• • • •
• • ••••
• • •
PV Modules
. " ",. Ma :UfaCtufer: SO L Ar2V\l o r p
• Model Number: �5'() M 01J0
•
• Listing Agency: e r,fL.
ft 041 &V C A -- -- -�'" /31 1111 •
Applicant name (please print) ,/ • • licant Signature Date