HomeMy WebLinkAbout2017-01160 - mechanical CITY OF ORONO * z 0 1 7 - 0 1 1 6 0 *
2750 KELLEY PARKWAY DATE ISSUED: 10/09/2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2800 SHADYWOOD RD
PIN : 21-117-23-13-0023
LEGAL DESC : REG.LAND SURVEY NO. 1196
: LOT 000 BLOCK 000
PERMIT TYPE : MECHANICAL
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SOLAR ENERGY SYSTEMS
VALUATION : $ 32,218.00
NOTE: SOLAR PANELS
APPLICANT MECHAMCAL 402.73
ALL ENERGY SYSTEMS STATE SURCHARGE(VALUATION) 16.11
1642 CARROLL AVE MAIL-IN FEE 2.00
ST PAUL, MN 55104- TOTAL 420.84
(651)888-4173 Payment(s)
Minnesota State License#:mech-BC665819 CREDIT CARD 3458 420.84
OW ivER
BERGH, HANS&SHARON
2800 SHADYWOOD RD
EXCELSIOR,MN 55331-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed acwrding to
[he approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
��1/LC_C�.-�.-�e c� ,� � � ' l� l cI l / �
Applicant Permitee Signature Date [ssued B ignature Date
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: J � Permit No.: ���`' � «�P�
Description of work: �(Q /Q'� y"cP�2�2i`� Date Rec'd:
Septic review by: Date Approved:
Zoning review by: Date Approved:
Building review by: Date Approved:
Grading review by: Date Approved:
Zoning District: Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA
Zoning: Lot Area: S /AC Width: Structural Coverage: SF %
Survey Submitted: � Yes � No Date of Survey: Revised date(?):
Landscape plan submitted? 0 Ye Landscaper: / 0 No/None proposed
Pro osed Setbacks:
Front(Lake) Rear(Street) N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Buildin Hei ht Anal sis:
Distance Between First Floor and defi ed Top of Roof*( ee"building heighY' �a� �
definition :
First Floor Elevation from buildin la s : , (b)
Highest Existing ground level (per surv y)or 10'ab e lowest ground level, ���
whichever is lower:
Difference between b and c *: (d)
DEFINED HEIGHT
*If highest existing adjacent grade is above F E-Height is(a)-(d): (e)
*If hi hest existin ad'acent rade is below F Hei ht is a + d
Shoreland District MCWD Pe m t Average Lakeshore Setback g�uff
Met?
� Yes � No Permit Number: � 0 Yes 0 No 0 N/A � Yes � No
� N/A—see attach�d Setback: �
Stormwater Quality Existin,g Proposed �
Overlay District Tier Hardcover Hardcover Variance Required CUP Required '
circle one % and s % and s �i
0 Yes � No � Yes � No
1 2 3 4 5 Type(s): Type(s):
,
l
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
1
Fees to be Char ed • YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number o#SAC Units
Other(specify)
,
S uare Foota e $ er S uare Foota e
Basement X = $
15t Floor X = $
2nd FIoO� X = $
Garage X = $
/� /� �
Estimated Construction Value: $ �� , G, ��9 �
Orono Inspections Required Work Requiring Separate Permits
0 Footing 0 Site � Plumbing � Grading/Filling
� Poured Wall � Silt Fence/Erosion Control � Mechanical 0 Fire
;I � Foundation Survey 0 Hardcover Removal � Fireplace 0 Water Connection
� Framing 0 Other(specify) 0 Masonry 0 Sewer Connection
:�' � Waterproofing/Drain tile � Mfg. � Lawn Irrigation
� Foundation Waterproofing � Other(specify) 0 Landscaping
raming 0 Septic
� Insulation
� As-Built Survey
Final
0 Lathe Required State Permits
0 Other(specify)
� Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
{ i 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Fi
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, I
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
,�p Cl Y USE ONLY
� , �O A' City of Orono R��.►���E� L���) / � ��/��� ��
J
�VO P.O.Box 66 Date Receive � Permit
2750 Kelley Parkway
Crystal Bay,MN 55323 �� � n 201'� Approved B . Amount$:_�
Phone(952)249-4600 Fax(9 49- 6�lki
a �
y�' �� CITY OF ORONO
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CITY OF ORONO — SOLAR ENERGY SYSTEMS PERMIT
GENERAL INFORMATION
1. You may apply for a Solar Energy Systems permit by mail or in person at the City offices. All Solar
Energy Systems permits require a site plan and review by the Building Official. Specific Solar Energy
Systems information can be found in City Code Section 78-1379—Alternative Energy Systems.
2. Permit cards will be sent by return mail after a review is completed. PERMITS ARE NOT VALID UNTIL
YOU RECEIVE A PERMIT. WORK MUST NOT BEGIN UNTIL THE PERMIT CARD IS POSTED
ON THE JOB SITE.
3. When any new construction or remodeling is involved, a separate building permit must be obtained.
4. All wark must be done in accordance with the Uniform Mechanical Code/State Building Code;
Underwriters Laboratories,Inc.;the National Renewable Energy Laboratory;the Solar Rating and
Certification Corporation or other body as determined by the building official.
5. All work must be inspected(rough-in and final). Call(952)249-4600. ����� ���
(24-48 hour notice required) �
TYPE OF PERMIT
(Check All That A 1
� New ❑ Addition ❑ Repairs ❑ Replace
Job Site/ Owner Information:
Site Address: 2800 Shadywood Rd
Owner: Hans Bergh Mailing Address: 2800 Shadywood Rd
City: Excelsior Zip; MN 55331
Home Phone: (612) 670-7446 Alternate Phone:
Email Address:
Contractar Information: ❑ Insurance—Current:
Contractor: All Energy Solar Contact Person: Kristen Sachwitz
Address: 1642 Carroll Ave State Bond #: BC665819
City: St. Paul, MN Zip:55104 Expiration Date: 3/29/2019
Phone: 651-888-4173 Alternate Phone:
de�
Email Address: kristensaes@gmaii.com
Compliance City of Orono
Date 1
Permit Created: Januarv 2015
� 1 Reviewer .�J
' . CITY OF ORONO—SOLAR ENERGY SYSTEMS PERMIT, continued
Before approval and issuance of permit(s) for Solar Panel/Photovoltaic systems, applicant shall
submit the following minimum information. Required drawings shall be scaled and
dimensioned, readable, and legible. Additional information may be requested.
Plans Prepared by: '
Company Name: All Energy Solar Contact Person: Kristen Sachwitz
Address: City: Zip:
Email Address:
Phone: Alternate Phone:
Description of proposed work, including both solar equipment installation and all associated
construction:
Installation of a flush, roof-mounted solar PV system.
1. What is the system KW rating (DC)? 6.785
2. Is this an inter-tie or stand alone system? (Circle one)
3. Does the system include battery backup or an uninterrupted power supply (UPS)?
❑ Yes � No
If yes, give the number, size and location of batteries.
4. If rooftop mounted, identify the following:
a. ROof Type: ���.w�r�b,��,,e'o��
r►brmdi.Yan.3/.•nwra�ave�qywa� , nppm.mWeerodsiope
❑ Flat roof(nominal pitch) �+�^��ta«a����� � ��a_���
� Sloped(identify pitch) 9.72 : 12 �m,"�,"";� �
,�ww,,,�,o�yn„d�w �
Emtin92�h�eo �
Indinte lag Bdtl: �
b. The type of existing roofing (shingles, tile, »s•�z„r�ho� r'"'h"z`'°` �
5716'boqsl'Imqrt�a i
metal,ballasted,membrane, etc.) "°'bo�""''°"�'h '
Shingles �°°'�0�dun�'°" �
c. The number of roofing layers that will be
under the panels � (no more
than 2 layers of shingles are allowed).
d. Identify the condition of the roofing
material and appropriate age. xamp .o a a»ttng cross-sechon i ustra lon
New
Permit Created: January 2015
2
' . CITY OF ORONO—SOLAR ENERGY SYSTEMS PERMIT, continued
Required Drawings and Plans
5. Provide construction drawings that include a building section detail and complete notation of
method of fastening equipment to the roof of the subject property, including the following
details:
a. Cross section that identifies rafter size, spacing and span dimension and approximate roof
slope.
b. Identify style, diameter length of embedment of bolts (i.e. 5/16" lags with minimum of 3"
embedment into framing, blocking or bracing.
6. Provide an elevation of the structure indicating the
appearance of the proposed solar installation. Note the 4'
finished height of the system above the roof.
7. Provide a site plan indicating the buildings and features of m �
the property. The site plan shall show property line
locations, approximate location of all structures, the � �
location(s) of the panel installations, setback from
property lines, the main service location.
xam an e enahon
8. Is the equipment to be flush mounted to the roof(mounted
such that the collector surface is parallel to the roof)?
� Yes ❑ No, if no see#1 l.
e�
Please Note: No point of the collectors or the mounting system
shall extend above the peak or ridge height of a pitched roof. On T
a flat roof, collectors and their mounting systems shall not �,� I
extend more than 5 feet above the surface.
za
Maximum Area. The collector and mounting system of a roof- �24,--�
mounted solar energy system shall cover no more than 70
percent of the roof to which it is affixed.
9. The minimum structural threshold for installing a flush-mounted
PV system is a roof structure with at least 2 x 4 rafters no more � ioa
r
than 24" on-center spacing. Does the roof structure use 2x4 or
lar er rafters s aced no wider than 24 inches on center? '"g-0
$ , p r sdarpands�
�] Yes ❑ No, if no see#11 �
10. For roof installations, roof decking and structural supports 40'
should all be in good condition without visible roof �
sag/deflection. Is the roof structure in good condition, having no
visible sag, cracking or splintering of rafters, or other potential
structural defects? � Yes ❑ No, if no, see#11
f-z�'--I
If roof structure is accessible, please provide photos showing the
condition of the roof. If roof structure is not accessible, please _
provide an exterior photo, side view of the roof. i—aa--i
Example o�a sife plan
Permit Created: January 2015
3
CITY OF ORONO—SOLAR ENERGY SYSTEMS PERMIT,continued
Required Drawiags and Plaas
1!. lf the answer is no to any of questions 8 — 10, please provide the follawing additional
documentation.
a. If not a flush mount system, provide a side eievation identifying the pitch and height of
the collector and mounting system relative to the roof.
b. Provide a study or statement regarding the proposed solar installation and a!1 proposed
structural modifications stamped by a Minnesota iicensed/certified structural engineer.
Approval can come in the following forms:
i. Construction plans denoting the roof structure and any modifications to the structure
if required, as well as the methad of installation of solar coflector on the subject
property.
ii. Letter from engineer accomplishing the sarne as above if the engineer fcels that lctter
format will provide the necessary information.
_ " _ . -,-.. , ". ��EE�:�C t "�Ol� S
If above dces not apply;follow guidslines below:
I. CONTRAGT PRICE •is 1.259`0 of contract price with a(Minimurn Fce of SS0.00)
32,218.00 x.0125 S 402.73
(contr�t price) (mfaimam 530.00)
2. STATE SURCHARCE 32,218.00 x.0005 � 16.11
(oomract price)
3. POSTAGE&HANDLING(Only on Mai!-In Applications) S 2.00
4. TOTAL PERMIT FEE(Add Lines 1-3 Above) S 4z0•$4
■ * CONTRACT PRICE or JOB COST maans the actual or estimated doller amount charged for the permitted
work including materials, labor,prafit,and other fixed costs. It is thc amount to be charged to the customsr for
the work done. If any material,equipment,labor or installations are furnished by the owner,tenant or any other
party,the reasonable market value of such items must be added to the estimated cost or contract price for permit
fee purposes. In the event that there is a dispute on the amount of the job c.rost, the City may rcqucst thc
submission of a signad copy of thc actual contract.
; s.o�x+�i�t s�rs ' ����, ��►►�o .�,�� �
The undersigned hereby applies to the City for issuance of a Solar Energy Systems Permit,agrees to do atl work in
strict accordance with the ordinences of the City, the regulations of the State of Minnesota, Underwriters
Leboratories, lnc.;the National Renewablc Ene�y Laboratory, and the Solar Rating and Certification Corporation
and certifies that all statements made on this application are compleie,true and correc�
Applicant's Signature: Date: 9/19/2017
Pe.niit Creared Januar��20/S
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Impact resistant,anti-glare solar glass j
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Our Declare listing shows tommitment -- � � '
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Connect with us:www.itekenergy.com � info@itekenergy.com
t)ec#1r�e.. � � �� �
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We Oeclare6 our product with ASSEMBLED Buitding Solar � Powering The Future
The Living Future Institute IN U.S.A.
� . Itek SE b0-Ceil Solar Module
Design & Engineerir�� Data
Cell Type •60 high-efficiency monocrystalline p-type cells
• 6 x 10 cell mqtrix
SolarGlan� • Ultra-dear anti-refleciive treaiment �a l �
•Tempered,with low iron content
• Anti-glore prismalic subsurface texture
Backsheet • Multi-layered
• Engineered adhesion for maximum weather protection Dimensioru 1001 mm x 1675mm x 40mm
Rame • High-strength corrosiornresistant anodized aluminum Weight 43 Ibs
•Compatible with standard racking,accommodating both top-down
clamps and botiom-flange mounting
------------------- - --_..__.._
Cable • 42"90°C 12AWG PV wire
Junction Box • 3 bypass diodes • 1000 VDC MC4 connectors Operational Temperalure -40...+90°C
Grounding • Certified for Wiley Electronics WEEBT"'grounding clips MmdmumSystem Voltage 1000 VDC
• Eight standard grounding locations per module for ------------ ------------- -- -
reduced ground wire length Design Load(UL 1703) Up to 1 13 Ibs/ft�
_ .. -- ------ ----- ---._
-- ----- —.—_—.._-------------------
Ma�dmum Lood�UL 1703) 1 13 Ibs/fi"
Warranty • 25-year power output • 12-year workmanship
Mwdmum Wind Load 1 13 Ibs/fi�
------------------ - ---- ---_— _-
McncSeries fuse Rafing 15A
UL Listirig UL 1703 Ma�c Reverse Current i 5A
Flre RoTing Type 2
PID Free 500+hours
Nominal Operating
ARRA,BAA, and TAA Complfant Cell Temperature(NOC� 45.01°C
Temperature Coefficient of P� -0.39�/°C
Temperahxe Coefficient of Voc -0.29%/°C
Mmdmum Power-P�(Wp) 295 300 305 Temperature Coeificient of Ix +0.04%/°C
---—_____-------------- -- -
Mcndmum Power VoRage-VMPP(V) 32.8 32.9 33.1 Temperature Coefficieni of V�r -0.38%/°C
Mmdmum Power CunenT-I n,rr(A) 8.9 9.0 9.1
*Electrical characleristics may vary within ±2% of ihe
TS40,L OpenClrcuttCurrent-I�.,Nc(A) �2 �2 �2 indicaTed values at Standard Test Conditions (STC):
TS4-LOpenCircuitVoRage-Voc(V�" 37.8 37.9 38.1 Irradiance oi 1,000W/m=, AM 1.5 spectrum, ceil
temperature at 25°C. For full electrical data on all
OpenCircuHVolTage-Voc(V) 39.7 39.8 40.0 wattages please see installaTion manuol.
Shat ClrCuif Current-Isc�A) 9.6 9J 9.8 Noie:specifications subject to change without notice.
Module Hflciency 17.59% 17.89% 18.19%
**TS4-L is temperaiure indepcndent tot.smm 2o3mm
[4��] �8 in] 9.5 mm 5 mm
�4375 in) �[.198 in�
� TYP TYP TYP TYP
79.5 mm
[3.13 in]
ASSEMBLED 100 mm
IN U.S.A.
�3.94 in]
� 27 mm
[1.06 in]
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IM WASN�NGTON 1067mm
178 mm [42 in] [39.41 in]
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947 mm
[37.28 in]
CErtni�Fo MnDE 127 mm
IN MINNESOtd [S in] JUnCtiOn BO% 610 m
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ARkA,BAA,onE iAA kame Depih:40mm[1.57 in]
Solar ProJecl Complianl
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1675 mm
Interoelc r [65.94 in]
Manufacturing Facilities: 3886 Hammer Drive, Bellingham,WA 98226 � 2746 31 st Avenue South, Minneapolis,MN 55406
Sales Offices:WA: (360) 647-9531 � MN: (612) 318-6384 � CA: (360) 393-0178
info�itekenergy.com � www.itekenergy.com ��6•��•��
Friday,January 31,2014 ��� ����TM
SnapNrack . �
o r m a n 775 Fiero Lane,Suite 200 �
San Luis Obispo,CA 93401
"Series 100 Roof Mount" Cover Letter
cheel
To Whom It May Concem,
We have performed calculations for the 100 series roof mount PV system based on
t r u c t u r a 1 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,
2012 NDS, and guidelines stated in the Solar America Board for Codes and
Standards.
n g i n e e r Some of the components in the SnapNrack test data were used to determine the
capacity and section properties of materials. We collected the test data using the
so22 sun�ise at�d procedures outlined in the 2012 IBC Chapter I7.
Fair Oaks,CA 95628
(916)536-9555
(916)536-0260(fax) We included the following types of load combinations and building parameters into
our calculations:
1989-2013
Z4 years ojercellence . 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. �n►0 degrees to 60 degrees.
�en Ar Bo+c
LEED AP Homcs The calculations have also been completed in accordance with the 2006 IBC,2009
Fellow—SGAOC IgC,and ASCE 7-05. To use the data contained in this acket for ro ects that are
Fellow-ASCE p p �
E-mail:normr�nsse.com being evaluated to the older ASCE 7-OS wind speeds,refer to Appendix A for a
wind speed conversion chart. Find the ASCE 7-OS (IBC 2006/2009)wind speed in
Rob Coon �e Chart in A endix A,identi the corres ndin ASCE 7-10 IBC 2012 wind
General Ma►iager PP fY � g � �
E-mail:robcoon�?nsse.com 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:stevcsmithCa�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
cAn s����so� with this letter for more information.
E-mail:ste��e�nsse.com
Jacide vVinslow If there are any further questions,please contact Norm Scheel, �~`
orfi��Me�s� N►►► SC'
E-meil:iackie[�nsse.com Norman Seheel PE, �E �0� ��
LEED-AP BD+C,LEED-AP Homes
Felbw SEAOC R IS ERED.
Fe�toW,�.s. . PROFE$$IQNAL
� EiVGINEER
No.21393
. �
•
CERTIFICATE OF COMPLIANCE
Certificate Number 20140204-E359313
Report Reference E359313-20140201
Issue Date 2014-FEBRUARY-04
Issued to: SNAPNRACK
STE 200
775 FIERO LANE
SAN LUIS OBISPO CA 93401
This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES,
representative samples of CLAMPING DEVICES AND GROUND LUGS FOR USE
WITH PHOTOVOLTAIC MODULES AND PANELS
USL—Series 100 Mounting and Bonding Systems for use with
Photovoltaic Modules
Have been investigated by UL in accordance with the
Standard(s) indicated on this Certificate.
Standard(s)for Safety: UL Subject 2703-the Outline of Investigation for Mounting
Systems, Mounting Devices, Clamping/Retention Devices,
And Ground Lugs for use with Flat-Plate Photovoltaic
Modules and Panels
Additional Information: See the UL Online Certifications Directory at
www.ul.com/database for additional information
Only those products bearing the UL Listing Mark should be considered as being covered by UL's
Listing and Follow-Up Service.
The UL Listing Mark generally includes the following elements: the symbol UL in a circle:�with the
word"LISTED"; a control number(may be alphanumeric)assigned by UL; and the product category
name(product identifier)as indicated in the appropriate UL Directory.
Look for the UL Listing Mark on the product.
�,��rr /1. ��
WIIIIam R.Camey,Dlnetor,NoRh American CertlflcaHon Proprams ��
UL LLC
My information and documentaHon InvoNing UL Mark servlces are provldad on behalf o(UL LLC(UL)or any aulhorized Ileansee of UL.Fw questiona,pleaee
coMact a local UL CuNomer Servlee Rep�eaeMatNe at www.ul.coMcoMactue
Page 1 of 1
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Series 100 Residential Roof Mount System
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The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing,
photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703
for grounding/bonding and fire classification. The System's components provide an
adequate bonding path which has eliminated the need for grounding lugs and wash-
ers at each module, and bonding jumpers between splices. In addition to grounding
and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in-
stalled with Type I and Type II Modules. SnapNrack's UL 2703 Certification and Com-
pliance ensures that SnapNrack installers can continue to pravide the best in class
installations in quality, safety and efficiency.
� Appealing design with built-in aesthetics �
� No grounding lugs required for modules
• All bonding hardware is fully integrated into
the components =����'rv �
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• Rail splices bond rails together, no rail jump- �' + �`"� � ��` ° '� ��� ������`� ��
ers required �� �`���������
• Proprietary SnapNrack grounding lug snaps
in the rail channel
• No drilling of rail or reaching for other tools
required
• Class A Fire Rating for Type 1 and 2 modules
System Features Include
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Snap in Single Tool Easy No Cutting
Hardware Installation Leveling or Drilling
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Integrated Wire Preassembled Integrated bonding UL 2703 Certified
Management hardware
Resources snapnrack.com/resources :' Design configure.snapnrack.com ,` Where to Buy snapnrack.com/buy
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Stainless Bolt with Stainless Steel SnapNrack Bonding SnapNrack Standard Rail
Split-Lock Washer Bolt with Split- Splice Insert
Lock Washer
SnapNreck Bonding SnapNrack
SnapNrack
Adjustable End Splice
Clamp Top Bonding Base
Mid Clamp SnapNrack
SnapNreck Bonding Bonding
SnapNrack Stainless
Adjustable End gonding Channel Nut
Clamp Bottom Channel Nut Stainless Hardware with Bolt with
Split-Lock Washers Split Lock
SnapNrack Bonding SnapNrack Bonding SnapNrack Bonding Washer
AdJustable End Clamp Mfd Clamp Standard Rail Splfce SnapNreck
Ground Lug 12-6 AWG
Copper Wire
SnapNrack Ground Lug
Assembly
(ONE REQUIRED PER ROW OF
MODULES)
SnapNrack Bonding Universal
End Clamp(UEC)Wave
�� „ , UEC Pull Strap
UEC Wedge Stainless Steel Bolt
with Flat Washer
SnapNrack Bonding
Universal End Clamp
SnapNrack
Bonding
Standoff
Clamp
Assembly
SnapNrack� Serrated Stainless� SnapNreck SnapNrack Bonding
Rubber Steel Flange Nut Bonding Channel Nut
Channel Stainless
Rain Collar Serrated Stainless Nut Flange Nut
Steel Flange Bolt SnapNreck Stainless
SnapNrack 92 Degree Flange
Mill Finish L Foot Bolt
Standoff
� SnapNrack
SnapNrack AllPurpose
Mill Finish L Foot
Standoff
BaSe<7-Hole SnapNrack SnapNraCk
Base Shown) SnapNrack L Foot Metal Roof
Mill Finish Flashing Base Assembly
L Foot Base
SnapN►ack Bonding SnapNrack Bonding SnapNrock Metal
StandoH Assembly L Foot Base with Flashing Roof Base with
Bondin9�Foot
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Material Finish
• Mill finish on select components
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• St�rr�pecl"St�-u�t�raf Ei�garoe�er�rac�f��parts��ir a11 50�ta�es.
• SnapNrack Grounding Lug (One lug per individual row of modules)
Grounding
• Integrated bonding components
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877-732-2860 www.snapnrack.com , contact@snapnrack.com
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Required Tools
,� �� �Y -:. Hammer Or Stud Finder
� � � ���� � Roof Marking Crayon Dimensioned
` � � � � Drill with 1/8 inch Pilot Drill Bit
�� �'�� �_ ` � Roof Sealant L-FOOt
� � �"�� ��,� : ` Torque Driver with Bit Adapter
, „�; ��� '����������,'�': 1/2 mch Socket Wrench ,_„z���
S,v'x'.�q��
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� �w� ' - � ���R�, 1, Materials Included in Series 100 L-Foot Kit:
�''`=��` p (1) SnapNrack Flashed Base
{ � a�
'� �������� p (1) SnapNrack Composition Flashing
� ����,i�.�� p (1) SnapNrack L Foot, Composition 92°
�`����'����� O (1) 5/16in- 18 SS Flange Hex Nut
3" gZ°
.�� -"-����,����-� p (1) 5/16in SS Split Lock Washer
�`� �� `� -���r�*'�� p (1) 5/16in- 18 X lin SS HCS Bolt
����� ���`��h �"� p (1) SnapNrack Channel Nut, 5/16in - 18
�n��� .��� �
��� �`� �' � ����� :-. Other Materials Required:
� ��� � �
:���'c." f � pr j,�� "is
� �„ ����a�;
1-3/4"��
r � �� ���� � (1) 5/16 in Lag Screw
�� 3 ��`� .���� � (1) 5/16 in Washer �
�� �� �:��� E7 ��� ��O
_ ���� ��°������.'
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� When To Use: ,
� Composite Shingle Roofs �
Technical L-Foot Data: �
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Dimensioned Assembly
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Series 100
. . . . . -
Flashed L-Foot
�[.�G"5a�.�` "�E,{.�"�� E�����"���.€ 1�"�;�"�;:
� 1) Locate the rafter underneath
�`, ) "� the decking of the roof by looking
�- �� underneath the eaves or in the attic.
2) Drill a pilot hole through the
__.—
roofing material into the rafter to
ensure that the lag bolt will be located
into a solid portion of the rafter. If the
rafter is not found then seal the pilot
hole immediately with roofing sealant.
3) Apply roofing sealant to
the bottom of the base and
- ' � ' - � ' - - directly onto the lag bolt to
ensure a water tight seal.
4) Attach the L-foot base with
F� a 5/16" lag bolt and a minimum
� � � . - embedment of 2 Y�" lag shank
. '' into the rafter. Tighten Lag bolt
} 1 to seat with a hand wrench.
� -a-
�- � .�W 5) Slide the flashing underneath
the row of shingles directly
above the installed standard base
and then line up the hole in the
flashing with the threads on the
base. It may be necessary to pry
up shingles with a breaker bar.
. .
6) Attach the L-foot to the threaded
� �,. . portion of the base that is protruding
from the flashing. Then tighten
the flange bolt over the threads
to 10 - 16 ft-Ibs. The L-foot can
, � be attached in any orientation.
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��y�s E���;
-SnapNrack engineered systems should
oniy be used with SnapNrack cornponents
and hardware. Any alternate application
,., ,,,�.f_ ,.� � - � may void the warranty and structural
--�� - calculations could become invalid.
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� ~ ' '�"" -If a pilot hole is drilled and a rafter is not
.. found immediately seal pilot hole with
� � roofing sealant to avoid water damage.
-Do not over tighten hardware.
-Always wear fall protection and safety gear
��������a� � �}�;�&�,�
.: SnapNrack has a suite of design tools
� - to help configure your PV installation
for accurate and fast install. Please
visit us at: www.SnapNrack.com
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� ���
1 ��
, � ��� Required Tools:
� ` #
�� Level
�� ����
r�> � � String Line or Spare Rail
��,������ � r � � : , Pitch Meter
��� � ��� �° ,� . 1/2in Socket Wrench
�w ��,y ,; �wr 5/32in Allen Key
�� . � �� �� � ��. Torque Wrench
� t"�� � �� .
'% � -.;,��tr"���� r�,�.
, �� � ��� . Materials Needed to Instail and Level Rails:
� ����a� :
� � � � � 4 SnapNrack Standard Rail
�' � �����,~��°�� �� 0 SnapNrack Splices
a� � w
� ��,�µ "�,���������� �� � 1" SnapNrack Standoff Spacers
� `fi �.�� � j�: O 5/16" - 18 X 1" Fully Threaded Set Screw
���a;�'�`���� � � 0 Pre installed SnapNrack Roof Attachments (L-Foot Or Standoff)
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Standard Rail Profile
Technical Rail Data:
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Technical Rail Splice Data Rail Splice Profile
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Series 100
installing and Leveling
�
�.� � 4 Rails
�.� �� , .
� ��°.� "�`�', � `;�'� �
��,ti�t��� �
� F A' �^".�� r ���.����rc�k��`�'����� ���.�5���.+!�F"� ��..�`���
.. "`>� ° ' ' ' 1) Set all of the rails into the attachments
��. �- � ,��� , � �;`= • � by snapping the channel nuts into
4,`.�
�,�r, ` '�" �` the side channel of the standard rail.
�, ,
" � ` �; Connect multiple lengths of rail end
� ' ��- `� ���'��,��� � : to end with the SnapNrack splice.
�� = .� � �,�,� �� �� �-
����*' , �', :�, r�--
2) Find the highest attachment point
of the roof, and set that attachment
point to the lowest adjustability. Level
� . � � � the bottom rail of the array to the
roof by tightening attachment points.
� Torque silver hardware to 10-16 ft-Ibs
�'�``""""`�"`-,�x�''�� and black hardware to 7-9 ft-Ibs.
�.. �,�-� u�
�'�'�",=r�r,�`�,�` -�.� a.�� .:- .�
��� �:' 3) Using a string line or spare rails run
�� '� �r� P �� �`°� { � from the bottom rail to the top rail and
� �-� � d, ,
�"�� ` � .. ,.:.,�.�_ �:�' raise the top rail, then set the desired
�"��'�'' f F �_ " `�"° pitch of the array by adjusting the top
r���� ��� �
� ��:����� �
� -� �:� rail. Add leveling spacers if needed.
; � -
�'., r'. `�# �fE^Ey �b �� ;�
� ,�,�� , ,���� �� � . y� . , ; 4) Level the top rail by moving the string
�'�` line down the length of the rail, matching
pitch over the entire length of the array.
5) Level the remaining rails to the
" " " • ' " string line, working out from the middle
• • rail. Add leveling spacers if needed.
_ �a-�~ ;� � 6) Tighten all racking hardware, torque
silver hardware to 10-16 ft-Ibs and
� "�45���� `�,, , all black hardware to 7-9 ft-Ibs.
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... � �
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•
Y`���;X E�;'{';
�� � � � � � -SnapNrack engineered systems should
..,.- . . . ..- -
- ;� �` __ �� _� � � _ only be used with SnapNrack components
���r � _ and hardware. Any alternate application
��� 3'� �' may void the warranty and structural
� ��� ,
��. " • - •- - • • • - calculations could become invalld.
�' . ..
. . •• . - •. - • • • - .
��e�E z l ��[`:€'�€g;.
l .� -� �;,� � � � � �� ���� -If a pilot hole is drilled and a rafter is not
� �,;..
.�q,+�, found immediately seal pilot hole with
__ '�'� ���J roofing sealant to avoid water damage.
p. �� -Do not over tighten hardware.
• • r. .i ,,'Y'��. � -Always wear fall protection and safety gear
. �ri�l.
''����
.. `!� i
���� _ I. ���r��_��� ���:�c��:�
�r,� � SnapNrack has a suite of design tools
`��, �• � � � � to help configure your PV installation
: J � � � .. for accurate and fast install. Please
visit us at: www.SnapNrack.com