Permit ' . CITY OF TIGARD BUILDING PERMIT
` COMMUNITY DEVELOPMENT Permit #: BUP2011 -00187
TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 09/06/2011
Parcel: 1S 134CD00800
Jurisdiction: Tigard
Site address: 11795 SW KATHERINE ST
Project: Henderson Subdivision: LERON HEIGHTS NO.3 Lot: 78
Project Description: Solar photovoltaic system.
Contractor: ADVANCED ENERGY SERVICES Owner: HENDERSON, MARLAND
3981 CALAROGA DR 11795 SW KATHERINE COURT
WEST LINN, OR 97068 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: Permittee Signature: �r>"-------------7..../'
Call 503.639.4175 by 7:00 a.m. for the next available inspection 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.
a
Building Permit Application
Residential FOR OFFICE USE ONLY
City of Ti and Recei / Permit No.: p
g DateB 11t ( / °'(� ( !J 4
13125 SW Hall Blvd., Tigard, OR 97223 Plan Review 4
Phone: 503.718.2439 Fax: 503.598. 'i , 1� %\\ Date /By: a I i J ti Other Permit:
T I G A RD Inspection Line: 503.639 q Q Date Ready/By: f Ins El See Page 2 for
Internet: www.tigard or.gov �\C� J ^ � Noted/Met od: ( r � • % A Supplemental Information
_" ' , :. TYPE OF " WORK �, J , 1I.WD-DATA: 1 , AND 2- FAMILY DWELLING ' '
❑ New construction ❑ De V Pe • 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.
® 1- and 2- family dwelling ❑ Commercial /industrial Valuation: $
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
" 'JOB' SITE I A LOCATION Total number of floors:
Job site address: 11795 SW Katherine Court New dwelling area: square feet
City /State /ZIP: Tigard/OR/97223 Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: Henderson Covered porch area: square feet
Cross street/directions to job site: Deck area: square feet
Other structure area: square feet
REQU DATA: COMMERCIAL- USE'CHECKLIST
Subdivision: I 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 „ WORK„ work indicated on this application.
Installation of 2kW solar electric system located on South roof. Valuation: $
Existing building area: square feet
New building area: square feet
, ® P ROPERTY OWNER '. ❑, Number of stories:
Name: Marland Henderson Type of construction:
Address: 11795 SW Katherine Court Occupancy groups:
City/State /ZIP: Tigard/OR/97223 Existing:
Phone: ( ) Fax: ( ) New:
-. ® APPLICANT„ CI CONTACT PERSON' ,, ' BUILDING PERMIT;FEES*-" ,' ` " '
Business name: Future City Solar LLC (Please.ref to fee sehe -
Structural plan review fee (or deposit):
Contact name: Jordan Weisman
FLS plan review fee (if applicable):
Address: 1631 NE Broadway #320
Total fees due upon application:
City/State /ZIP: Portland/OR/97232 '�� ( �
.
Phone: (503) 407 -6820 Fax: : ( ) Amount received: " coo
E -mail: jordan@futurecitysolar.com PHOTOVOLTAIC SOLARPANEL.S TEM- FEES* -
„ „ , . Commercial and residential prescriptive instal ation f
r I o
CON
� F Comme 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 Fax: ( ) State surcharge (12% of permit fee): $21.60
CCB lie.: 180882
t Total fee due upon application: $201.60
Authorized signature: 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)
... .. !:: . RECEIVED
..•• • • •• •• ••
••• • • •• •• AUG3020
CITY OF TIGARD
PROJECT INFORMATION y��� p � ISION
• • .•. • •
• • • ••• • • • •• •• IN..G.. D
• • • • • • • • • • • • • O,
OWNER HENDERSON CONTRACTIOR• I IIICEDENERGY•SEP)1ICEj • • _ t
11795 SW KATHERINE STREET • • E IIE • • • • -- " "' "
TIGARD, OR 9723 • CLACKAMAS, OR 57215 • • • • • • •
MAIN: 503A
CONTACT: - -: -- - - -_ --- " — ,--c, , ' 13VYl.i/
C ONTACT: : JORDAN JORDAN WEISMAN ' "
BUILDING SINGLE FAMILY RESIDENTIAL PHONE: 503-407-6820 I ' .
DATA ••• ••• • • •• •• i ' : . . .. '
• • • • • • • • • • . !: '
ROOF SPECS • ASPHALTCOR4P0 ITESHINGLEAOOF(SfiGLPLAYER) '
: W/ 24DOUV IR :26424 " :.C.• • •
APPLICABLE 2010 OREGON SOLAR INSTALLATION • TIL■ yS IEGREjS • • • • • •
CODES SPECIALTY CODE AZIMUTH: 165 DEGREES
ROOF AREA (PLAN VIEW)= 2,610 SF I -
ARRAY AREA = 150 SF, ARRAY IS < 25% OF ROOF AREA • - '
SYSTEM SOLARWORLD 250W
8 X 250W = 2.00kW MODULE SOLARWORLOSUNMODULE250W �•�' "',.
(2 ROWS OF 4 MODULES) SPECS ..
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 < i . • . •:.
4.5 PSF. i
( . ,..:.
PROJECT NOTES I Y
1, 303.2- PV SYSTEMS AND SUPPORTING STRUCTURE 7, ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED
COMPLY WITH REQUIREMENTS OF OSSC CHAPTER 6 OR WOOD CONSTRUCTION WITH 2X6 RAFTERS AT 24" O.C. , ; `
� : � ; ;� � "�'. ` :
THE ORSC AS APPLICABLE. MAX. MEETS ALLOWABLE SPAN REQUIREMENTS IN I ' Area'of W or'k...
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, 7- BOXES, COMBINER BOXES OR
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. I
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.
5. 303.4- 304.8- PV LAYOUT SHALL NOT RESTRICT EXCEED 4,5 PSF. PV MODULES AND RACKING SHALL BE ---_-
DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN f
EGRESS, LIGHT, VENTILATION, OR ROOF DRAINAGE CONNECTION DETAIL #2. ATTACHMENT SPACING WILL " 0 "„
REQUIREMENTS. BE 48" O.C. MAX, AND WHEN ATTACHMENT LOCATED . ' . ' '
WITHIN 3' OF ROOF EDGE, HIP, EAVE, RIDGE SHALL BE
6. 304.9.1 GENERAL PATHWAY REQUIREMENTS- �,,,
\ _
EXCEPTION 1: ON STRUCTURES WITH A PV ARRAY 24" O.C. MAX, 1 --- waace J m tiei
AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 11. MAX MODULE HEIGHT < 18" OFF ROOF SURFACE. : MAIN PANEL
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 oarvewar
LENGTH OR WIDTH, AREA OF WORK,
EXCEPTION 1A: WHERE PV ARRAY DOES NOT EXCEED .. .
2
•
5% AS MEASURED IN PLAN VIEW OF TOTAL ROOF "'-- . -
AREA OF A STRUCTURE, A MINIMUM OF 12"
UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED , SW KATHERINE STREET
ALONG EACH SIDE OF ANY HORIZONTAL RIDGE. OFF COP'
V NORTH
1. SITE PLAN
"(
ADVANCED ENERGY SERVICES DATE: AUGUST 26, 2011 'PROJECT V; AES 01 Scale: 1" 30' -0 I I
0' 15 30' 60'
14755 SE 82ND DRIVE
CLACKAMAS, OR 97015 HENDERSON RESIDENCE CITY OF TIGARD
11795 SW KATHERINE STREET
503 - 635 -0117 TIGARD, OR 97223 Approved [ X] DWG. 1 OF 3
CCU 1 80882 Conditionally Approved [ ]
See Letter to: Follow [ ]
OFFICE COPY Attache
Permit Number: ZO 1 i - till ]
Address: 11'19 5 S vJ 11 S Ell Nl i c'T.
/
By: 41J - .. Date:! • 1 1 �
• • •• •• • • • • ••
• • • • • • • • • • • • • • •
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• • • • •I • • • I • •
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EXIST. VENT • • 1
• • • • • •
- TY. _• • • ••• •••
•• ••• • • •• ••
• • • • • • • • •
1 I 1 i • I • I • • • • • SXISU1 G ROOF RIDGE
• • • • • • • • i• • i
• • • • • • • • • I • • 1 I
2X6 ROOF RAFTERS N— NORTH FACING ROOF
@ 24"10.C., TIP. I NO WORK 1—
16,
L ....
EXISTING ROOF RIDGE
i 1 I `�
EXIST. i I I I N
EXIST. SKYLIGHT", _0_- °' --0_ _- __0.____ ____
S;CYLIGHT TYP. 1 . 1 I ADJACENT ROOF
TYP. i N NO WORK
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CONNECTION ATTACHMENT
TO ROOF RAILS, TYP
Area of RAFTERS, TYP.
.7
Work
_ REFER TO DRAWING 3
FOR ROOF SECTION
N
• 1. ENLARGED ROOF PLAN
Scale: 1/4" = 1' -0"
ADVANCED ENERGY SERVICES DATE: AUGUST 26, 2011 'PROJECT #: AES 01
14755 SE 82ND DRIVE
CLACKAMAS, OR 97015 HENDERSON RESIDENCE
11795 SW 503- 635 -0117 TIGARD OR 972231NE STREET
CCB# 180882 DWG. 2 OF 3
• • • • • •• • • • • ••
• • • • • • • • • •
• • •
• • • • •
• • • • •• •• • • • • • • •
•
••• • • • •• • • • • -
• • • • • • • • • •
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• . • • • • • •
• • •• • • • • • •• ••
• • • • • • • • • • • •
• • • ••• • • • • • . •
• • • • • • • i • SOLAR COLLECTOR MODULE
• • • • • • • . • • MODULE (4.5 PSF, MAX.) DIMENSION
VARIES
1
swim or m
• • • • • • • • • • MODULE DIMENSION • •J;A �J:' :f' '•
`P • '4 • • 24,J
SECTION A 6:::::%::::: 0 4•`
NEW SOLAR MODULE SECTION A +
ARRAY AND ATTACHMENT — ' S9 J ` u
h SYSTEM TO EXISTING ERS R MODULE TO
. y ✓.;:;: S•o;y: ?::`� j
RAILS WITH i CONNECTOR ��i "•'• - ? —
CONNECT SOLA
ROOF RAFT FOR EACH 8. SQ FT. OR ppt ••i +`'
LESS OF MODULE SURFACE 4' :: '�+ ''�
CORROSION RESISTTANT � ••'+ ':: : ''�'•: 4 ' • ''
METAL RAIL ANCHOR •' J'
TO ALTERNATE ROOF • } O. •• .'•,•�.•�o;. � •, 1 •:
FRAMING 48" MAX, ON
CENTE0. PER SECTION A -A I II ,y +n.• + ! • _ • • `• .,� I+
TYPICAL. PROVIDE A I
MINIMUM OF 2 RAILS
PER MODULE
0070
41
EXISTING 2X6
RAFTERS
�TO 24" O.C., TYP. ROOF FO EN''
®48 "MA
■
2. CONNECTION DETAIL
Scale: NTS
SPAN 8' -6" NOTE:
SYSTEM TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION COLLECTOR MODULE
INSTRUCTIONS
MIN. 2 % 4 ]01ST OR TRUSS CONTINUOUS SUPPORT
CHORD 0 2' MAX. ON CENTE0. .• RAIL AND CONNECTION
• • , ,. H POST BY RAIL
MANUFACTURER
12" X12" FLASHING AS REQUIRED TO SEAL ROOF /`
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 #: AES 01 Scale: NTS
14755 SE 82ND DRIVE
CLACKAMAS, OR 97015 HENDERSON RESIDENCE
11795 SW KATHERINE STREET
503 - 635 -0117 TIGARD, OR 97223
CCB# 180882 DWG. 3 OF 3
• • •• • •• •• • • • • • • • • ••• RECEIVED
••••••••• ••• ••
• • • • • • •• • • • • • • • • • ••• • • • •• • • • • • • • • •• • •. AUG 302C11
EQUIPMENT SCHEDULE / NOTES: iitr A�o�ny�
• • • • • • NEC PV LABELING REQUIREMENTS (1) PV ARRAY, 8 SOLARWO A 1Mit 3'‘",,,
2.00 KW SOLAR PV SYSTEM e • • • • • • • • • • • • • DCOISCONNECTS (690.17): (2) EACH PANEL CONNEt . `►` ®1 `MICRO
• • • • • • • • • • • INVERTER. 8 INVERTERS M. I E NE BRANCH CIRCUIT.
PV Array -8, 250 Watt SolarW P V P ane t s • • • • • • ELECTRIC SHOCK HAZARD. AND E PHA BARE COPPER OUTPUTT CIRCUIT WIRES. GROUNDING CONDUCTOR
DO NOT TOUCH TERMINALS. (4) 30A AC Disco w /15A 2 -Pole Breaker on roof
• - - - • • • • • • • • • . • . TERMINALS ON BOTH THE LINE AND LOAD SIDES (5) 30A 240V AC DISCO
( • • • [ MAY BE ENERGIZED IN OPEN POSITION (6) UTILITY GRADE METER TO MEASURE PV OUTPUT •
• • - - - - - - • • ••• • • • • • • I . (7) GRID INTERCONNECTION BY 15A TWO POLE BREAKER
• •• • • • PV Power 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
10 awg USE 2 /RHW - OPERATING VOLTAGE 31.1 V MUST NOT EXCEED 120% OF THE RATING OF THE PANEL BUS BARS
k 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: 8 micro inverters =0.52%
2. Voltage drop from branch circuit to dedicated OCPD:N /A
WARNING: DISCONECT IS ENERGIZEDD FROM TWO 3. Voltage drop from OCPD to Main Service Panel
(4) 15A 2 - Pole AC Disco on Root SOURCES: SOLAR SYSTEM AND UTILITY GRID. %Vdrop= (0.9A *8) *(2 *30ft)
= (432 *(.00198ohms /ft)) /240V
MAXIMUM AC VOLTAGE 240 Vac = 0.0036 *100
MAXIMUM AC CURRENT 0.9 Aac /inverter =0.36% AC Voltage Drop
Roof Top AC CIRCUIT BREAKER (690.64) TOTAL AC VOLTAGE DROP: 0.52'/0 +0.36 % =0.88%
Ground WARNING: CIRCUIT BREAKER IS ENERGIZED FROM
Approximate distance from TWO SOURCES - SOLAR SYSTEM AND UTILITY GRID. PROJECT: 11795 SW Katherine Street
roof top array to Main Electric Panel is 30 feet. Tigard, OR 97223
2.0 KW SOLAR PV SYSTEM
3/4" EMT outdoors with
two # 12 awg
THWN -2 conductors w/ (1) # 12awg, Solar Contractor
THWN -2 Neutral, and #12 awg 3/4" EMT from AC Disco 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. •
U
PV \ (8)
30A AC Disco / Output
( G ) Meter 200A Main
`lJ \ ' Breaker TITLE:
® - _
(
Single Line Diagram, Grid Tied Solar PV System
(
(7) Utility �9)
DATE: 7/29/11 DRAWN BY: Jordan Weisman
lb) D rawing #: 0001 PROJECT /Customer Name:
l L J 15A Two Pole
L. Grounding Henderson Residence
- -
Backfeed Breaker E lectrode REVISION HISTORY I DATE I NOTES
REVISION: 00 7/29/11 I
#6 bare copper
I
1 1
•
•
•
Oregon Solar Installation Specialty Code
Check List for Prescriptive Photovoltaic Installations in
L.:..
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: L ALAt4 I H IS N1715. ft- 5 N
1 Installation address: 11 79 5 S [n1 kw r2-{ NI c.0 R 'i""'
City: T 1 Cn) A14.0 State: OR Zip: 17 4),„ .3
Structure on which modules are to be installed: R,cSo f of ttviiii !ice
Day Phone: ( ) Evening Phone: (
Email address:
Contractor:AOVAt4Cfp t oge4y 5Etj1 S CCB #: 1 ' Ok0 R.
Day Phone: (y 0 3 ) 6 3.5"
' ° 0 ( 17 Evening Phone: (
Email address: y { t s, 41. t e..vj i d o 5e ecef , c
•••• Site Plan
•: • •.• Attach a simple site plan showing the location of the PV system in relation to buildings, structures,
• • • prop irky lirr •s, and, as applicable, flood hazard areas.
• • • • • Syster'west be shown in sufficient detail to assess whether the requirements of section 304.9 or
..•.
one of tl a exceptions have been met.
• • •• • • ® The sit•plara must be on 8.5 x 11 or larger paper.
• • •• ••
,• • • • ••
• • •
••••
• • • Structural Information
••• • I.Structt,rrres: •
•••• •
• • • „• • • Is this conventional light framed wood construction No (circle one)
• Does the structure have pre - engineered trusses? Yes 6) (circle one) ;
OR
• D9-* structure have roof framing members spaced at 24 inches on center maximum?
1(No (circle one)
• I weight of the PV modules and racking less than 4.5 pounds per square foot?
O o (circle one)
• Is the roofing material metal, single layer wood shingle, or not more than two layers of •
: do jo -ition shingle?
o (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 % -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
• •' Does 4t project site exceed 95 MPH in exposure C or 105 MPH in exposures A or B.
• Yes (Ciscie one) If yes, the project may not be submitted using the prescriptive path.
• •
•• ••
• I Cralk4e height less than 18 inches above the roof in accordance with section 305.4?
• • •"• lyq jgiacle one)
•
•••• • •
•• ••
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it 04 l G r I A tN) � . :. -- ---��` g 13 t
Applicant name (please print) / Signature Date
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Part No. 31U132C,31Q132C'B.31O168C
310208C.3103080-13
410144M.410168M
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 (V-Axis) in 0.254 0.502
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Dimensions specified in inches unless noted
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.s SOLARMoum Technical Datasheets :i I RAC
SolarMount Beam Connection Hardware
•
SoiariViount .- Foot
Part No. 304000C, 304000D
• L -Foot material: One of the following extruded aluminum alloys: 6005 -
<� _ - t 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)
•
w �' ` = ! • Allowable and design loads are valid when components are
Bea ' s assembled with SolarMount series beams according to authorized
� � � � � „0 . Bolt UNIRAC documents
7 ''�� •^ ( L -Foot • For the beam to L -Foot connection:
• Assemble with one ASTM F593 % " -16 hex head screw and one
" errated �� ., ASTM F594 Vs 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
a " 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
- , Applied Load Average Safety Design Resistance
Direction Ultimate Allowable Load Factor, Load Factor,
lbs (N) lbs (N) FS lbs (N) m
Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646
Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575
Dimensions specified in inches unless noted Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615
Traverse, X± 486 (2162) 213 (949) 2.28 323 (143) 0.t;9+1• • •
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a
SOLARMOUNT Technical Datasheets
SolarMount Mid Clamp
Part No. 3021010, 3021010, 3021030, 3021040,
3021050, 3021060
• Mid clamp material: One of the following extruded aluminum
Mid '', rral Bolt alloys: 6005 -T5, 6105 -T5, 6061 -T6
Ala' ,.e *AN
Clamp ,, ~ =•." • Ultimate tensile: 38ksi, Yield: 35 ksi
N,, . :4=4,,,,,,, '�''` • Finish: Clear or Dark Anodized
'. °, • Mid clamp weight: 0.050 lbs (23g)
r • ` -- ,.,� • 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
r mid clamp assembly when used with a SolarMount series beam to
‘ ` . retain a module in the direction indicated
3 � ' '/4 20 T bolt and one / Assemble mid clamp with one Unirac - ' " 20
4
� :~ � �� ``'�:- ASTM F594 serrated flange nut
� °.:,-
s‘-:- , • Use anti -seize and tighten to 10 ft-lbs of torque
Beam 0 s •"` • Resistance factors and safety factors are determined according to
�. part 1 section 9 of the 2005 Aluminum Design Manual and third-
. —" , '4..,-,! ' party test results from an IAS accredited laboratory
Applied Load Average Allowable Safety Design Resistance
].aautsnma - - Direction Ultimate Load Factor, Load Factor,
lbs (N) lbs (N) FS lbs (N) 0
Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667
Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665
A Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620
• rX
Dimensions specified in inches unless noted
• • • • • • SolarMouj t End Clart p
Part N4,08* IC, 3020020, 302002D, 3028030,
• 30200307 3020040, 302.4.. 3020050, 302005D.
• 302004; ,;1Qi(i)6D, 31.Q 41„:02008C, 302008D,
302009( 3020 302L'+00 3020120 • End clamp material: One of the following extruded aluminum
. • • .,,,, . alloys: 6005 -T5, 6105 -T5, 6061 -T6
•
•••• 1 : olt 2 • Ultimate tensile: 38ksi, Yield: 35 ksi
• • Finish: Clear or Dark Anodized
`� Eb ; End clamp weight: varies based on height: -0.058 lbs (
• • • • • • - „ ...: End Clamp • Allowable and design loads are valid when components are
• • ---' Serrated' ., . :,'' "'; , _ assembled according to authorized UNIRAC documents
.- Flat)**Nut- •, ; `•, Values represent the allowable and design load capacity of a single
•
• • end clamp assembly when used with a SolarMount series beam to
. •... • -; 4 ••• retain a module in the direction indicated
`•, • • • Assemble with one Unirac 1 /4 " -20 T -bolt and one 1 / " -20 ASTM F594
ee , 4a serrated flange nut
• Use anti -seize and tighten to 10 ft-lbs of torque
(g.t • Resistance factors and safety factors are determined according to
-,.. : w _ •
part 1 section 9 of the 2005 Aluminum Design Manual and third -
Y .. party test results from an IAS accredited laboratory
1 ° te a ^'' • Modules must be installed at least 1.5 in from either end of a beam
.x
• Applied Load Average Allowable Safety Design Resistance
- "' " "" - Direction Ultimate Load Factor, Loads Factor,
` - - - lbs (N) lbs (N) FS lbs (N) 0
fy
it "i TF! Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605
Tr'!c Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330
r _
Sliding, X± 142 (630) 52 (231) 2.72 79 (349) 0.555
Dimensions specified -in inches - unless noted
Ell
•
SoLARMOUNT Technical Datasheets oi U NI RAC
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
Washer Bottom Up Clip material: One of the following extruded aluminum
Bottom ., Nu t (hidden..see alloys: 6005 -T5, 6105 -T5, 6061 -T6
Up Clip f : *I Ultimate tensile: 38ksi, Yield: 35 ksi ••••
�`. note Finish: Clear Anodized
• ,� Bottom Up Clip weight: 0.031 lbs •141 •
Beam i - , v, ,'
B •--
olt • Allowable and design loads are valid Aibee:compn+wnis are •
f ` g f. assembled with SolarMount series arns according to authorized
r '' __ UNIRAC documents •
4 . /< 1 /, „ , Assemble with one F593 one 2tfSTM F594 •'
••
t l , ••
serrated flange nut, and one 1 /4" flat uvactier • • • •
Use anti -seize and tighten to 10 ft- Ibs•of torque .**•*: • •
" `>,� • Resistance factors and safety factors.arQ�etermingd according to
` - part 1 section 9 of the 2005 Aluminum Design Manuarand third •
party test results from an IAS accrediredlaboratort,%l •
—. • Module edge must be fully supported by the beam • ' • •
••••
* NOTE ON WASHER: Install washer on bok headsid .of•assenrtl.• •.
DO NOT install washer under serrated flange nut
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
.—.1 4 lbs (N) lbs (N) FS lbs (N) 0
` i -1 �.�4 1 Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662
Y Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441
i _ ,
X t , Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
a
.
III ''
City of Tigard
Building Division RECEIVED
13125 SW Hall Blvd, Tigard, OR 97223
Phone: 503.718.2439 Fax: 503.598.1960 AUG 3 0 2011
T I GARD Inspection Line: 503.639.4175 CITY OFTIGARD
www.tigard - or.gov BUILDING DIVISION
2010 Oregon Solar Installation Specialty Code
Check List for Prescriptive Installation of Roof - Mounted
PhotoVoltaic Solar Panel System
Property Information
Installation Address: 11795 SW Katherine Court
City: Tigard Zip: 97223
Owner's Name: Marland Henderson Date: 8/24/11
Contractor's Name: Advanced Energy Services CCB #: 180882
Design Parameters of the Property /Structure
op oll Oki .
. If "Yes ", does not
Is the installation [11 Yes
Y qualify for the
• FlOnd „T � Located in a flood prescriptive path, follow
„
■ Area . ' ,, ,, ,., , plain/flood way? ® N OSSC or ORSC for
4 . „,, ., � design requirements.
_ _ _
a. :'
Is the wind exposure ® Yes
it If "Yes ", qualifies for
• Wind,Exposuri✓ "C" or less? ❑ N the prescriptive path.
,, °, ,,, ql lo „ 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
I:Bu ilding/ Forms /PhotoV oltaic- Checkl ist.docx
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