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LYVER ENGINEERING FIgIRRN
a 7950 SE 106th, Portland, Oregon 97266 CITYOF T�D
Ph: 503.705.5283 Fax: 503.482.7449 TroyL@Lyveriet .D.com
Design for;
NW Photon — PNWP 72nd Ave Corp Bldg .
13535 SW 72nd
Tigard, Oregon 97223
These calculations are for the design and detailing of adding new
solar panel array to existing building at the site address above.
The information contained is for the sole use of NW Photon to
construct and install new Solar Panel Arrays. The design
calculations in this submittal are for the verification of the
supporting structure and the connections of the solar panels to
the existing roof system and the individual connections of the
components. All other work performed by others is outside the
scope of this design.
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EXPIRES: 12-31-14
Job Number 14-386
October 13, 2014
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Ia 1LYVER ENGINEERING AND DESIGN 1011-51/1.1 ..
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7950 SE 106M. Portland, Oregon 97266 ,
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;•
a .:.::..' ::- -: ILYVER ENGINEERING AND DESIGN 10101,1
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7950 SE 106th, Portland, .0egon 97266 1 PROJECT NO. SHEET:
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Project Title:
Engineer. Project ID:
LLYVER ENGINEERING AND DESIGN i�ro)ectDescr:
7950 Si: 106th.Portland, Oregon 97266
E*, 5:375 6283 Pc>.503 4827+49 Tro;L L r-EAD,tam ti<vsa.l;er- :or.
Pnn'e7 13G 2r.4 `;U:3"JAM
ASCE Seismic Base Shear Re=C:LLEADJO-11201410-1»a-3as-1.PNMn14-38s-1_t=C6
ENERCAIC,INC.1983-2014,Buik7 6.14.9.4,Ver-6.14.9.4
Lic.# 'KW-06000286 Licence:Lyver:Engineering and Design,tic
Seismic Base Shear ASCE 7-05 Section 12.8.1
Cs - 0.1409 from12.8.3 W(see Sum Wibelow) = 0.00 k
• Seismic Base Shear V= Cs*W = 0,00 k
Vertical Distribution of Seismic Forces ASCE 7-05 Section 12.8.3
"k':hx exponent based on Ta= 1.00
Table of building Weights by Floor Levet..
Level# Wi:Weight Hi:Height (WI*Hi)Ak Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment
Burn-WI= 0,00 k Sum Wi*Hi = 0,00 k-ft Total Base Shear= 0.00 k
Base Moment= 0.0 k-ft
Diaphragm Forces Seismic Design Category"8"to"P ASCE 7-05 12.10.1.1
Level# Wi Fi Sum Fi Sum Wi Fpx
Wpx Weight at level of diaphragm and other structure elements attached to it.
Fi Design Lateral Force applied at the level.
Sum Fl Sum of*Lat.Force*of current level plus all levels above
MIN Req'd Force @ Level 0.20*SDs*I*Wpx
• MAX Req'd Force @ Level 0.40*S os *I*Wpx
Fpx:Design Force @ Level Wpx*SUM(x->n)Fi / SUM(x->n)wi, x=Current level,n=Top Level
•
---/J
•
Imo N I RAC Engineering Report
A ti I GliOUPCOMPANY
Project Title: None Oct 13, 2014,12:36 p.m.
Project ID:ae2abb66
Name: RM-BALLASTED FLAT ROOF
Address: 52-300 Watt Panels
City;State: Portland,OR 97223
Module: ReneSola JC300M-24/Ab poly 1655 ft2
300 Watts 15.6 KWs
Engineering Report
Plan Review Inspection
Product: RM-BALLASTED FLAT ROOF
Average PSF: 5.68 Lbs/ft2 Module Manufacturer: ReneSola
Model: JC300M-24/Ab poly
Module Watts: 300 watts
Total Number of Modules: 52 Module Length: 77.00'
Total KW: 15.6 KW Module Width: 39.10'
Rows,/Columns: 13/4(no gaps) Module Thickness: 2.00"
NS dimension: -64.5 ft Module Weight: 63.90 lbs
EW Dimension: -25.8 ft
Total Area: 1655 ft2 Ballast Block Weight: 32 lbs
Max BLocks per Bucket 4
Total Weight on Roof: 9392 lbs Building Height: 40 ft
-Racking Weight 245 lbs Roof Type: Mineral Cap
-Module Weight 3323 lbs Parapet Height None
-Ballast Weight 5824 lbs
-Max Bay Load(Dead): 195 lbs Minimum Seismic Separation
-Max Bay Load(Dead+Snow): 615 lbs -may to Array: 5 in
-To Obstruction or Parapet 9 in
Building Code: ASCE 7-10 -To Roof Edge(no Parapet): 14 in
Loads Used for Design
Max May Dimensions(Seismic)
-Wind Speed: 110 mph
-Ground Snow Load: 25 psf -NS Dimension: 98.3 ft
-Roof Snow Load: 18.9 psf -EW Dimension: 175.0 ft
-Seismic(Ss): 0.99
-Wind Exposure: B
Loads Determined by Zip
-City,State: Portland,OR
-Wind Speed: 110 mph
-Ground Snow Load: 10 psf
-Seismic(Ss): 0.99
RM Product Assumptions
•
RM- Ballasted Flat Roof Systems
1. Importance Factor=1
2. Building Height 60 ft.
3. Roof Slope>_1.2°and<3°
4. Topographic Factor(Kzt)=1
5. ASCE 7-05:Basic Wind Speed:85-150 mph(IBC 2006/ASCE 7-05).Wind Exposure:B or C.
6. ASCE 7-10:Basic Wind Speed:110-180 mph(IBC 2012/ASCE 7-10).Wind Exposure:B or C.
7. Ballast Calculations are based on ASCE 7-05&ASCE 7-10 load combinations and product specific wind tunnel testing per ASCE
7-05 and ASCE 7-10
• 8. Ground Snow Load:0-60 psf.(Reduction can be input if this is acceptable with your local building authority).Results are based
on uniform snow loading and do not consider unbalanced,drifting,and sliding conditions.
9. Roof Snow Load:Reduction calculated per Section 7.3 of ASCE 7-05 with the following assumptions:Exposure factor=0.9,
Thermal factor=1.2,Importance factor=1.Please verify these are appropriate for your site before using the max bay loads
reported above.
10. Dead Load Due to Racking:3.5 lbs.per ballast tray
11. Module Gaps(E/W):0.25 in.
12. Seismic:Installations must be in seismic site class A,B,C,or D as defined in IBC 2006/ASCE 7-05.
SEAOC PV1-2012 describes Structural Seismic Requirements for Rooftop Photovoltaic Arrays
Minimum Separation Distance:SEAOC PV1-2012 prescribes a minimum separation distance for unattached PV arrays on rooftops.Please
see the Engineering and Design manual for further details.
Array Size Limits for Seismic:SEAOC PV1-2012 limits the size of an unattached array by the design strength of the system connections.
Please see the Engineering and Design manual for further details.
Assumptions:
1. For Unattached Rooftop Photovoltaic Arrays
2. Array Importance Factor,Ip=1.0
3. Building Importance Factor,le=1.0
- 4. Site Class=D
5. Separation(S)is to a qualified parapet or rooftop obstruction
6. Array to Array Minimum Distance=0.5`S
7. Array to Unqualified Parapet Minimum Distance=1.5'S
8. Ss:Spectral response acceleration parameter at short periods per ASCE 7-05
9. Sds:Design,5 percent damped spectral acceleration parameter at short periods per ASCE 7-05
.0 RA1111196 UNI C Engineering Report
AMUM GFICiUPCOMPANY
Project Title: None Oct. 13,2014,12:35 p.m.
Project ID:ae2abb66
Name: RM-BALLASTED FLAT ROOF
Address: 21-300 Watt Panels
City,-State: Portland,OR 97223
Module: ReneSola JC300M-24/Ab poly 683 ft2
300 Watts 6.3 KWs
Engineering Report
Plan Review Inspection
Product RM-BALLASTED FLAT ROOF
Average PSF: 6.63 Lbs/ft2 Module Manufacturer. ReneSola
Model: JC300M-24/Ab poly
Module Watts: 300 watts
Total Number of Modules: 21 Module Length: 77.00"
Total KW: 6.3 KW Module Width: 39.10"
Rows/Columns: 7/3(no gaps) Module Thickness: 2.00'
NS Dimension: -35.5 ft Module Weight 63.90 lbs
EW Dimension: -19.3 ft
Total Area: 683 ft2 BaUast Block Weight 32 lbs
Max Blocks per Bucket 4
Total Weight on Roof: 4526 lbs Building Height 40 ft
-Racking Weight: 112 lbs Roof Type: Mineral Cap
-Module Weight 1342 lbs Parapet Height None
-Ballast Weight 3072 lbs
-Max Bay Load(Dead): 195 lbs Minimum Seismic Separation
-Max Bay Load(Dead+Snow):615 lbs -may to may: 5 in
-To Obstruction or Parapet 9 in
Building Code: ASCE 7-10 -To Roof Edge(no Parapet): 14 in
Loads Used for Design
Max Array Dimensions(Seismic)
-Wind Speed: 110 mph
-Ground Snow Load: 25 psf -NS Dimension: 84.2 ft
-EW Dimension: 149.8 ft
-Roof Snow Load: 18.9 psf
-Seismic(Ss): 0.99
-Wind Exposure: B
Loads Determined by Zip
-City,State: Portland,OR
-Wind Speed: 110 mph
-Ground Snow Load: 10 psf
-Seismic(Ss): 0.99
RM Product Assumptions
RM- Ballasted Flat Roof Systems
1. Importance Factor=1
2. Building Height<_60 ft.
3. Roof Slope>_1.2°and<3°
4. Topographic Factor(Kzt)=1
5. ASCE 7-05:Basic Wind Speed:85-150 mph(IBC 2006/ASCE 7-05).Wind Exposure:B or C.
6. ASCE 7-10:Basic Wind Speed:110-180 mph(IBC 2012/ASCE 7-10).Wind Exposure:B or C.
7. Ballast Calculations are based on ASCE 7-05&ASCE 7-10 load combinations and product specific wind tunnel testing per ASCE
7-05 and ASCE 7-10
• 8. Ground Snow Load:0-60 psf.(Reduction can be input if this is acceptable with your local building authority).Results are based
on uniform snow loading and do not consider unbalanced,drifting,and sliding conditions.
9. Roof Snow Load:Reduction calculated per Section 7.3 of ASCE 7-05 with the following assumptions:Exposure factor=0.9,
Thermal factor=1.2,Importance factor=1.Please verify these are appropriate for your site before using the max bay loads
reported above.
1Q Dead Load Due to Racking:3.5 lbs.per ballast tray
11 Module Gaps(E/W):0.25 in.
12. Seismic:Installations must be in seismic site class A,B,C,or D as defined in IBC 2006/ASCE 7-05.
SEAOC PV1-2012 describes Structural Seismic Requirements for Rooftop Photovoltaic Arrays
Minimum Separation Distance:SEAOC PV1-2012 prescribes a minimum separation distance for unattached PV arrays on rooftops.Please
see the Engineering and Design manual for further details.
Array Size Limits for Seismic:SEAOC PV1-2012 limits the size of an unattached array by the design strength of the system connections.
Please see the Engineering and Design manual for further details.
Assumptions:
1. For Unattached Rooftop Photovoltaic Arrays
2. Array Importance Factor,Ip=1.0
3. Building Importance Factor,le=1.0
4. Site Class=D
5. Separation(5)is to a qualified parapet or rooftop obstruction
6. Array to Array Minimum Distance=0.5'S
. 7. Array to Unqualified Parapet Minimum Distance=1.5•S
8. 5s:Spectral response acceleration parameter at short periods per ASCE 7-05
9. Sds:Design,5 percent damped spectral acceleration parameter at short periods per ASCE 7-05
00
1� U INI A Engineering Report
AH1LTeGROUP commlY
Project Title: None Oct 13,2014,12:37 p.m.
Project ID:ae2abb66
Name: RM-BALLASTED FLAT ROOF
Address: 88-300 Watt Panels
City;State: Portland,OR 97223
Module: ReneSoLa JC300M-24/Ab poly 2813 ft2
300 Watts 26.4 KWs
Engineering Report
Plan Review Inspection
Product RM-BALLASTED FLAT ROOF
Average PSF: 4,77 lbs/ft2 Module Manufacturer. ReneSola
Model: JC300M-24/Ab poly
Module Watts: 300 watts
Total Number of Modules: 88 Module Length: 77.00'
Total KW: 26.4 KW Module Width: 39.10
Rows/Columns: 11/8(no gaps) Module Thickness: 2.00"
NS Dimension: -54.8 ft Module Weight 63.90 lbs
EW Dimension: -51.5 ft
Total Area: 2813 ft2 Ballast Block Weight 32 lbs
Max Blocks per Bucket 4
Total Weight on Root 13425 Lbs Building Height: 40 ft
-Racking Weight: 378 lbs Roof Type: Mineral Cap
-Module Weight 5623 lbs Parapet Height None
-Ballast Weight 7424 lbs
-Max Bay Load(Dead): 195 lbs Minimum Seismic Separation
-Max Bay Load(Dead+Snow):615 lbs -Array to may: 5 in
-To Obstruction or Parapet 9 in
Building Code: ASCE 7-10 -To Roof Edge(no Parapet): 14 in
Loads Used for Design
-Wind Speed: 110 mph Max Array Dimensions(Seismic)
-Ground Snow Load: 25 psf -NS Dimension: 116.9 ft
-EW Dimension: 208.1 ft
-Roof Snow Load: 18.9 psf
-Seismic(Ss): 0.99
-Wind Exposure: B
Loads Determined by Zip
-City,State: Portland,OR
-Wind Speed: 110 mph
-Ground Snow Load: 10 psf
-Seismic(Ss): 0.99
RM Product Assumptions
RM- Ballasted Flat Roof Systems
1. Importance Factor=1
2. Building Height<_60 ft.
3. Roof Slope>_1.2°and<3°
4. Topographic Factor(Kzt)=1
5. ASCE 7-05:Basic Wind Speed:85-150 mph(IBC 2006/ASCE 7-05).Wind Exposure:B or C.
6. ASCE 7-10:Basic Wind Speed:110-180 mph(IBC 2012/ASCE 7-10).Wind Exposure:B or C.
7. Ballast Calculations are based on ASCE 7-05 &ASCE 7-10 load combinations and product specific wind tunnel testing per ASCE
7-05 and ASCE 7-10
- 8. Ground Snow Load:0-60 psf.(Reduction can be input if this is acceptable with your local building authority).Results are based
on uniform snow loading and do not consider unbalanced,drifting,and sliding conditions.
9. Roof Snow Load:Reduction calculated per Section 7.3 of ASCE 7-05 with the following assumptions:Exposure factor=0.9,
Thermal factor=1.2,Importance factor=1.Please verify these are appropriate for your site before using the max bay loads
reported above.
10. Dead Load Due to Racking:3.5 lbs.per ballast tray
11 Module Gaps(E/W):0.25 in.
12. Seismic:Installations must be in seismic site class A,B,C,or D as defined in IBC 2006/ASCE 7-05.
SEAOC PV1-2012 describes Structural Seismic Requirements for Rooftop Photovoltaic Arrays
Minimum Separation Distance:SEAOC PV1-2012 prescribes a minimum separation distance for unattached PV arrays on rooftops.Please
see the Engineering and Design manual for further details.
Array Size Limits for Seismic:SEAOC PV1-2012 limits the size of an unattached array by the design strength of the system connections.
Please see the Engineering and Design manual for further details.
Assumptions:
1. For Unattached Rooftop Photovoltaic Arrays
2. Array Importance Factor,Ip=1.0
3. Building Importance Factor,le=1.0
4. Site Class=D
5. Separation(S)is to a qualified parapet or rooftop obstruction
6. Array to Array Minimum Distance=0.5'S
. 7. Array to Unqualified Parapet Minimum Distance=1.5'S
8. Ss:Spectral response acceleration parameter at short periods per ASCE 7-05
9. Sds:Design,5 percent damped spectral acceleration parameter at short periods per ASCE 7-05
I
® UllianEngineering Report
A ti ILT1 Gfi 01.JP.oMPAN
Project Title:None Oct 13,2014,12:33 p.m.
Project ID:ae2abb66
Name: RM-BALLASTED FLAT ROOF
Address: 45-300 Watt Panels
City;State: Portland,OR 97223
Module: ReneSola JC300M-24/Ab poly 1490 ft2
300 Watts 133 KWs
Engineering Report
Plan Review Inspection
Product RM-BALLASTED FLAT ROOF
Average PSF: 5.34 Lbs/ft2 Module Manufacturer: ReneSola
ModeL JC300M-24/Ab poly
Module Watts: 300 watts
Total Number of Modules: 45 Module Length: 77.00'
Total KW: 13.5 KW Module Width: 39.10'
Rows/Columns: 5/9(no gaps) Module Thickness: 2.00"
NS bimension: -25.8 ft Module Weight: 63.90 lbs
EW Dimension: -57.9 ft
Total Area: 1490 ft2 Ballast Block Weight 32 lbs
Max Blocks per Bucket: 4
Total Weight on Roof: 7950 lbs Building Height 40 ft
-Racking Weight 210 tbs Roof Type: Mineral Cap
-Module Weight: 2876 lbs Parapet Height None
-Ballast Weight 4864 lbs
-Max Bay Load(Dead): 195 lbs Minimum Seismic Separation
-Max Bay Load(Dead+Snow):615 lbs -Array to may: 5 in
-To Obstruction or Parapet 9 in
Building Code: ASCE 7-10 -To Roof Edge(no Parapet): 14 in
Loads Used for Design
-Wind Speed: 110 mph Max Array Dimensions(Seismic)
-Ground Snow Load: 25 psf -NS Dimension: 104.6 ft
-EW Dimension: 186.1 ft
-Roof Snow Load: 18.9 psf
-Seismic(Ss): 0.99
-Wind Exposure: B
Loads Determined by Zip
-City,State: Portland,OR
-Wind Speed: 110 mph
-Ground Snow Load: 10 psf
-Seismic(Ss): 0.99
RM Product Assumptions
RM- Ballasted Flat Roof Systems
1. Importance Factor=1
2. Building Height s 60 ft
3. Roof Slope>_1.2`and<3`
4. Topographic Factor(Kzt)=1
5. ASCE 7-05:Basic Wind Speed:85-150 mph(IBC 2006/ASCE 7-05).Wind Exposure:B or C.
6. ASCE 7-10:Basic Wind Speed:110-180 mph(IBC 2012/ASCE 7-10).Wind Exposure:B or C.
7. Ballast Calculations are based on ASCE 7-05&ASCE 7-10 load combinations and product specific wind tunnel testing per ASCE
7-05 and ASCE 7-10
8. Ground Snow Load:0-60 psf.(Reduction can be input if this is acceptable with your local building authority).Results are based
on uniform snow loading and do not consider unbalanced,drifting,and sliding conditions.
9. Roof Snow Load:Reduction calculated per Section 7.3 of ASCE 7-05 with the following assumptions:Exposure factor=0.9,
Thermal factor=1.2,Importance factor=1.Please verify these are appropriate for your site before using the max bay loads
reported above.
10. Dead Load Due to Racking:3.5 lbs.per ballast tray
11. Module Gaps(E/W):0.25 in.
12. Seismic:Installations must be in seismic site class A,B,C,or D as defined in IBC 2006/ASCE 7-05.
SEAOC PV1-2012 describes Structural Seismic Requirements for Rooftop Photovoltaic Arrays
Minimum Separation Distance:SEAOC PV1-2012 prescribes a minimum separation distance for unattached PV arrays on rooftops.Please
see the Engineering and Design manual for further details.
Array Size Limits for Seismic:SEAOC PV1-2012 limits the size of an unattached array by the design strength of the system connections.
Please see the Engineering and Design manual for further details.
Assumptions:
1. For Unattached Rooftop Photovoltaic Arrays
2. Array Importance Factor,Ip=1.0
3. Building Importance Factor,le=1.0
4. Site Class=D
5. Separation(5)is to a qualified parapet or rooftop obstruction
6. Array to Array Minimum Distance=0.5*S
. 7. Array to Unqualified Parapet Minimum Distance=1.5`S
8. Ss:Spectral response acceleration parameter at short periods per ASCE 7-05
9. Sds:Design,5 percent damped spectral acceleration parameter at short periods per ASCE 7-05
vRen
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156 Series Polycrystalline
solar module
300W/ 305W1 31.0W
Eff¢iency; High Module Conversion Efficiencies
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easy&quick�' Easy Installation and Handling
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sgoaP. €
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c.rtmcason 1509001,OHSAS18001,15014001 Certified
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• 156 Series Polycrystalline
e Solar Module
300W, 305W, 310W
Dimensions ..,
992mm 50mm 947mm
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') Irradiance 200W/m' 400W/m' 600W/m' 800W/m' 1000W/m'
Drawing Only for Reference Effidency 15.8% 16.2% 16.2% 16.1% 16.0%
Electrical Characteristics STC JC300M-24/Ab JC3OSM-24/Ab JC310M-24/Ab
Maximum Power(Pmax) 300 W 305 W 310 W
Power Tolerance 0-+5W 0-+5W 0-+5W
Module Efficiency 15.5% 15.7% 16.0%
• Maximum Power Current(Imp) 8.20 A 8.33 A 8.38 A
Maximum Power Voltage(Vmp) 36.6 V 36.6 V 37.0 V
Short Circuit Current(Isc) 8.69 A 8.73 A 8.80 A
Open Circuit Voltage(Voc) 44.8 V 44.9 V 45.0 V
Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/m',Cell Temperature 25°C)
Electrical Characteristics NOCT JC300M-24/Ab JC305M-24/Ab 3C31010-24/Ab
Maximum Power(Pmax) 222 W 226 W 230 W
Maximum Power Current(Imp) 6.67 A 6.72 A 6.80 A
Maximum Power Voltage(Vmp) 33.4 V 33.6 V 33.8 V
Short Circuit Current(Isc) 7.02 A 7.04 A 7.10 A
Open Circuit Voltage(Voc) 41.9 V 42.0 V 42.1 V
Values at Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s
Mechanical Characteristics _...001111111111111111111 Characteristics
Cell Type 156 5156 mm Polycrystalline,72(6x12)pcs in series Temperature Coefficient of Voc -0.30%/°e
Glass High Transmission,Low Iron,Tempered Glass Temperature Coefficient of Isc 0.04%/°C
Frame Anodized Aluminum Alloy Temperature Coefficient of Pmax -0.40%rC
Junction Box IP65/IP67 rated,with bypass diodes Nominal Operating Cell Temperature(NOCT) 45°Ct2°C
Dimension •1956 x 992 x 50 mm
Output Cable 4 mm2(EU)/12 AWG(US),1000 mm
Weight 29 Kg
Installation Hole Location See Drawing Above
cking informati ' Maximum Ratings
Container 20'GP 40'GP 40'HQ Operating Temperature -40°C-+85°C
Pallets per Container 10 24 24 Maximum System Voltage 1000VDC(EU)/600VDC(US)
Pieces per Container 200 480 528 Maximum Series Fuse Rating 20A(EU)/15A(US)
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ALL DIMENSIONSNOT ARETO NOMINAL 0
AMUIGROUPCOMPANY DRAWING TYPE: ASSEMBLY
1411 BROADWAY BLVD NE C
ALBUQUERQUE,NM 87102 USA DESCRIPTION: 4 MODULE RM PRODUCT PROTECTED BY ONE c
WWW.UNIRAC.COM LAYOUT OR MORE US PATENTS
REVISION DATE: MARCH - 2014 LEGAL NOTICE SHEET
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1411 BROADWAY BLVD NE C
ALBUQUERQUE,NM 87102 USA DESCRIPTION: RM CLIP & BOLT PRODUCT PROTECTED BY ONE A
OR MORE US PATENTS
WWW.UNIRAC.COM
REVISION DATE: MARCH -2014
l J LEGAL NOTICE SHEET
UNI RAC TECHNICAL DATASHEETS ::IUM RAC
RM TECHNICAL DATASHEET
PUB131213V1
Module Applicability 1
Mounting hardware 2
Mounting assembly 3
Ballast tray section properties 4
Module Applicability:
Module size: Nominal width 39",Length= 77"+/- 20%
. Module Frame:The module frame must have an under hanging shelf on its lower
extremity.The shelf can have a maximum thickness of.100"The shelf width must be
between .787"and 1.614"(20mm-41mm).
MODULE FRAME PROFILE•
RETURN WIDTH
345 MIN
SHELF THICKNESS
SHELF WIDTH .100 MAX
.782"- 1.614"
• (20mm-41mm)
Module mounting instruction must allow for mounting between the 1/8th and 1/4th
points of the module side.
Roof Pitch: less than 1:10
UNIRAC TECHNICAL DATASHEETS ::'UNIRAC
2.891
1167.
MOUNTING HARDWARE
•
2.720
A
Mounting hardware:
• Clamp Material: One of the following extruded aluminum,with mill finish,6105-T5
or 6005A-T61 per ADM 2010 Ultimate Tensile Strength 38ksi,Yeild Strength 35ksi
• Bolt material: 3/8-16 x 1 3/4 UNC-2A,300 series SS,ASME B18.2.1
• Weight: Clamp and bolt,.25 lbs
• Allowable design loads are valid when components are assembled and used
according to authorized Unirac RM documents
• Resistance factors and safety factors are determined according to part 1 appendix
1 of the 2010 Aluminum Design Manual
Clip
Load Direction Y+ Y- X-
Ultimate Load lbs 663 1162 1552
N 2949 5168 6901
Allowable Load lbs 289 498 636
N 1287 2214 2829
Safety Factor 2.29 2.33 2.44
Design Load lbs 438 753 962
N 1947 3349 4279
Resistance Factor 0.66 0.65 0.62
UNIRAC TECHNICAL DATASHEETS .w.ilUNIRAC
1
MOUNTING ASSEMBLY
1
Y
irte
Ballast Tray:
• Ski Material: either 6063-15 or 6105-T52
• Dowel material: 6063-T5
• Weight: 2.74lbs
• Resistance factors and safety factors are determined according to part 1 appendix
1 of the 2010 Aluminum Design Manual
Clip
Load Direction Y+ Y- Z+ Z- X
Ultimate Load lbs 367 1054 132 424 611
N 1631 4688 588 1886 2716
Allowable Load lbs 155 415 58 188 252
N 692 1844 257 838 1122
Safety Factor 2.36 2.54 2.29 2.25 2.42
Design Load lbs 235 627 87 285 382
N 1046 2790 389 1267 1697
Resistance Factor 0.66 0.6 0.66 0.67 0.62
JS
UNIRAC TECHNICAL DATASHEETS :: UNI RAC
RM Ballast tray/ski:
............................._....(1.625).................................J
9,9051911115 Of Inpnla.
5*23 Ou la-0.029
27.0.112
1326)
t _._\ ( Nadi 07 69.aoan:
1 R.0.293
000±000 (,095)
PROFILE VIEW
RM Ballast tray/dowel:
0.3755.006
Area=0.067 in^2
X.._. t..?R•.(._._.x
Area Moments of Inertia:
x.2353.025 lx-0.001
IY=0.001
END VIEW Polar Moment of Inert a-0.002 in^4
Radii of Gyration:
Rx=0.111
Ry=0.111
RM Ballast tray/clip:
(2.891)
(2.720) Area=1.305 in^2
SIDE VIEW - I (.160)
The information contained in this bulletin serves as reference information only. In no event shall Unirac,Inc. be liable
or responsible for errors,omissions,inaccuracies or misuse of any material contained herein.We recommend the user
validate the accuracy and appropriateness of this information from a third party and to exercise their own skill and care
with respect to its use.
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ALBUQUERQUE,NM 87102 USA DESCRIPTION: BAY & MODULE CLIPS PRODUCT PROTECTED BY ONE
Si
WWW.UNIRAC.COM OR MORE US PATENTS
REVISION DATE: MARCH - 2014 LEGAL NOTICE SHEET
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ALBUQUERQUE,NM 87102 USA DESCRIPTION: 1-2-3-4 BLOCK RM PRODUCT PROTECTED BY ONEEt
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WWW.UNIRAC.COM BAYS OR MORE US PATENTS
REVISION DATE: March - 2014 LEGAL NOTICE SHEET
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