FS UnoTM Ground Mount Installation Manual
FS Uno
The Schletter FS Uno solar mounting system for ground mount photovoltaic (PV) installation is specifically designed to meet or
exceed applicable IBC, ASCE, and UL standards.
Features
• Conforms to UL 27031
• Certified to ULC/ORD Std C1703
• Electrically bonded unit
• 30 Amp series fuse rating
•
•
•
•
Pre-assembled components
Fully integrated and modular components
Wind tunnel tested
Includes grounding module clamps
The FS Uno is capable of accommodating nearly any framed PV module in portrait or landscape orientation.2 Each FS Uno is custom
designed to meet specific structural load requirements.3 Included in the FS Uno are clamps specifically designed to secure and bond
the frame of a PV module.4 In turn, the components and assemblies that comprise an FS Uno form an electrically bonded unit. While
individual components and structural sections will vary between designs, the primary assemblies and installation methods will
remain the same. During installation, fully assemble the system before securing bolts to the final torque. The following is a guide to
properly install an FS Uno in order to meet design and test standards.5
5
7
4
2
6
Key Components
1. Post
2. Steel head
3. Strut
4. C-Rail (girder)
5. Retainer plate
6. Z-Rail (purlin)
7. Rapid5KTM module clamp
3
1
The FS Uno is evaluated for electrical bonding only. The FS Uno meets all IBC and ASCE requirements for structural loading; it was not evaluated for loading under UL 2703. FS Uno is not to be used in corrosive atmospheres.
2
Maximum number of modules shall not exceed maximum system voltage
³ Individual parts and components will vary from system-to-system. Please reference system specific drawings.
4
This racking system may be used to ground and/or mount a PV module complying with UL1703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included manual.
5
Installer is responsible for verifying that system meets applicable NEC and CSA standards.
1
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© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Sample Drawings
Specific drawings are provided for each project. Key information included on these drawings is as follows:
1. Design Criteria
4. Array Tilt
6. Post Embedment
2. Notes Section
5. Array Dimensions
7. Footing Size (if applicable)
3. Module Dimensions
1
2
4
3
5
7
6
8
9
11
10
12
2
14
13
15
16
17
DESIGN CRITERIA:
2009 EDITION OF THE INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS.
15305 [602169 in]
A
8200 [32213
16 in]
550 [2158 in]
A
30 [1163 in]
1
7100 [27912 in]
SPLICE
992 [39161 in] TYP
5 [163 in]
(30 [1163 in])
B
FINISHED GRADE
FRONT ELEVATION
SCALE 1 : 30
A
E
95 [3 3
413 [16 1
4
4
in]
825 [32 1
in]
1650 15 2
[64
16 in] TY
P
694 [27 5
16 in]
4
F
830 [32 11
16
8
in]
825 [32 1
in]
75 [2 15
16
15°
4
496 [19 1
3
[62 8
84
15
in]
in]
in]
in]
a. SEMI-HOLLOWS AND HOLLOWS SHALL BE 6105-T5, 6005A-T6, OR 6005-T5
b. SOLIDS SHALL BE 6063-T6
STEEL:
1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70).
2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70)
3. ROLL FORMED STEEL RAILS AND GIRDERS SHALL BE HSLA-F GRADE 70 G165 ASTM A653
4. ROLL FORMED STEEL POSTS AND STRUTS SHALL BE SAE J2340
348 [1311
16 in]
6
1603 [6318 in]
3000 [11818 in]
I
E
TORQUE:
TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N-M (10.5 FT-LBS)
M6 AND 1/4" BOLT TORQUE IS 6 N-M (4.5 FT-LBS)
M8 AND 5/16" BOLT TORQUE IS 14 N-M (10.5 FT-LBS)
M10 AND 3/8" BOLT TORQUE IS 30 N-M (23 FT-LBS)
M12 AND 1/2" BOLT TORQUE IS 50 N-M (37 FT-LBS)
M16 AND 5/8" BOLT TORQUE IS 121 N-M (89 FT-LBS)
M20 AND 3/4" BOLT TORQUE IS 244 N-M (180 FT-LBS)
F
NOTE: RECOMMENDED SPEED FOR INSTALLATION OF SELF-DRILLING 1/4" DIAMETER
SCREWS IS 1200-1800 RPMS.
MODULE SIZE:
RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1650mm x 992mm x 40mm
VERTICAL MODULE GAP: 23 mm
HORIZONTAL MODULE GAP: 5 mm
FOUNDATIONS:
1. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT/TESTING REQUIREMENTS
BY TERRACON; PROJECT NO: TO BE DETERMINED.
ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT.
GEOTECHNICAL TEST LOADS: UPLIFT (Tension) = 4.09 kips, LATERAL (Shear) = 1.20 kips
2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF
THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING
CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER
IMMEDIATELY.
NOTE:
THE POST EMBEDMENT DEPTH IS PRELIMINARY AND SHALL BE VERIFIED BY THE STRUCTURAL
ENGINEER OF RECORD PRIOR TO CONSTRUCTION. BASED UPON ON SITE TESTING BY THE
GEOTECHNICAL ENGINEER.
ISOMETRIC VIEW
SCALE 1 : 40
POST EMBEDMENT DEPTH
IS PRELIMINARY
SEE NOTES
D
ALUMINUM:
1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK.
2. ALL ALUMINUM SECTIONS SHALL BE:
FINISHED GRADE
H
C
Y
L
N
O
933 [3611
16 in]
1200 [4714 in]
1397 [55 in]
1050 [41165 in]
2
2094 [82167 in]
ING
L
P
M
SA
2
413 [16 1
G
5
W
A
R
ED
3
3305
[130 1
8 in]
2650
[104 5
16 in]
2480 5
[97 in]
in]
B
GENERAL:
1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,
BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION
EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO
(NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE
ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING.
2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH
STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA.
D
2240 [88163 in] TYP
A
WIND DESIGN:
DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127/0611_1e
BASIC WIND SPEED = 90 MPH (3 SECOND GUST).
EXPOSURE: C
Iw = 1.0
INSTALLATION TOLERANCES:
LATERAL POST PLACEMENT IS ±5.0"
TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS ±5.0"
POST HEIGHT VARIATION TOLERANCE IS ±0.40"
POST VERTICALITY TOLERANCE <2.0° IN ALL DIRECTIONS
POST ROTATIONAL TOLERANCE <±7.0°
ARRAY TILT ANGULAR TOLERANCE ±1.0°
C
933 [3611
16 in]
LOADS:
MODULE DEAD LOAD = 2.38 PSF
SNOW LOAD = 0 PSF (BASED ON 30 PSF GROUND SNOW LOAD)
Is = 1.0 Ce = 0.9 Ct = 1.2 Cs = 1.0
G
H
I
SECTION A-A
SCALE 1 : 20
987 [3878 in]
2216 [8714 in]
J
J
NO. DRAWN:
0
1
2
3
4
K 5
6
7
8
CHECKED: REVIEWED: APPROVED:
REVISIONS:
New Drawing
Client:
Ground Mount FS Uno 2V x 15 15°
Drawing Number:
Project Site:
Racking Structure
1001 COMMERCE CENTER DR. | SHELBY, NC 28150
TEL: (704) 595 - 4200 | Fax: ( 704) 595 - 4210
EMAIL: MAIL@SCHLETTER.US
WWW.SCHLETTER.US
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Dimensions and Specifications
JOB NUMBER: v
ISSUED BY: SCHLETTER INC.
PROPRIETARY AND CONFIDENTIAL
PRELIMINARY
10
11
12
13
10
11
12
13
SHEET: 1 of 2
UNLESS THIS DRAWING IS SIGNED
AND SEALED BY A LICENSED
STRUCTURAL ENGINEER, IT IS
A PRELIMINARY DESIGN AND SHALL K
NOT BE USED FOR CONSTRUCTION.
v.01
SCALE:
14
SEE DRAWING VIEWS
14
15
16
17
15
16
17
A
A
ID
B
A
B
C
D
F
2650
[104 5
16 in]
2530 5
[99 in]
8
789 [31 1
16
1811
[71 5
in]
16 in]
1705 1
[67 in]
8
C
875 [34 7
16
in]
471 [18 9
15°
16
in]
50 [1 15
16 in] TY
P
50 [1 15
16 in]
D
1050 [41165 in]
B
1
C
E
F
D
6
571 [22 1
7
2
3
[62 8
84
15
14
in]
W
A
R
ED
L
P
M
SA
3000 [11818 in]
5
1950 [7613
16 in]
H
3
ING
in]
12
G
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GIRDER TABLE
DESCRIPTION
CONFIGURATION
GIRDER LENGTH (mm)
2650
'A' CLAMP SPACING ON MODULE (mm)
825
'B' CLAMP SPCING BETWEEN MODULES (mm)
830
'C' RAIL CANTILEVER BOTTOM (mm)
571
'D' RAIL CANILVER TOP (mm)
789
'F' OFFSET PURLIN TOP (mm)
70
DESIGN
STANDARD
40 X 60 (FORMED)
STRUT TYPE
LENGTH OF STRUT (mm)
1584
NUMBER OF GIRDERS ASSEMBLIES
7
9
14
6
15
13
5
11
8
1
13
PART NUMBER
143018-008-300-105
000010-203
943612-030
943922-012
943912-012
141C04-02650
144982-01584
943612-085
144901-08200
144901-07100
144999-013
144999-003
100000-040
100000-003
100000-140
QTY
7
7
21
14
35
7
7
14
4
4
4
28
4
56
4
PARTS LIST
DESCRIPTION
Post, Universal, 8, M12, Galvanized, L=300cm A= 105cm
Steel Head, FS Uno / FS Uno100, M12, Galvanized, A
Screw, Hex Head, M12x30mm, DIN 933, 304 SS
Washer, Large Diameter, M12, DIN 9021, 304 SS
Nut, Flange, Serrated, M12, DIN 6923, 316 SS
Rail, C, FS Uno, 4 Rail, Gen3, Assy, A, L=2650mm
Strut, Formed, M12, 40x60, T=3mm, A, L=1584mm
Screw, Hex Head, M12x85mm, DIN 931, 304 SS
Rail, Z, FS Uno / FS Duo, G165, L= 8200 mm
Rail, Z, FS Uno / FS Duo, G165, L= 7100 mm
Splice, FS Uno / FS Duo, Gen 3, Kit
Wedge, Retainer Plate, FS Uno / FS Duo
End Clamp, Rapid5K, Grounding, FS Uno, Left, 40mm
Mid Clamp, Rapid5K, Grounding, FS Uno, 38-42mm
End Clamp, Rapid5K, Grounding, FS Uno, Right, 40mm
B
C
Y
L
N
O
D
E
9
F
10
G
7
7
5
4
8
6
H
4
ISOMETRIC VIEW
SCALE 1 : 40
2
1
15
I
SUPPORT TRIANGLE
SCALE 1 : 12
DETAIL B
SCALE 1 : 5
I
DETAIL D
SCALE 1 : 5
DETAIL C
SCALE 1 : 5
J
J
NO. DRAWN:
0
1
2
3
4
K 5
6
7
8
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CHECKED: REVIEWED: APPROVED:
New Drawing
REVISIONS:
Client:
Ground Mount FS Uno 2V x 15 15°
Drawing Number:
Project Site:
Racking Structure
1001 COMMERCE CENTER DR. | SHELBY, NC 28150
TEL: (704) 595 - 4200 | Fax: ( 704) 595 - 4210
EMAIL: MAIL@SCHLETTER.US
WWW.SCHLETTER.US
2
3
4
5
6
7
8
9
Details and Parts List
ISSUED BY: SCHLETTER INC.
PROPRIETARY AND CONFIDENTIAL
10
JOB NUMBER: v
11
12
PRELIMINARY
13
SHEET: 2 of 2
UNLESS THIS DRAWING IS SIGNED
AND SEALED BY A LICENSED
STRUCTURAL ENGINEER, IT IS
A PRELIMINARY DESIGN AND SHALL K
NOT BE USED FOR CONSTRUCTION.
v.01
SCALE:
14
SEE DRAWING VIEWS
15
16
17
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
072216
FS UnoTM Ground Mount Installation Manual
Installation Tools
•
String line with wood line blocks for foundation post installation
•
Permanent marker
•
Tape measure
•
Rubber mallet for wedge
•
Two (2) foot carpenter’s square for girder-to-
purlin connection
•
Torpedo level or protractor
•
Wrench and/or socket for all
bolted connections
•
Torque wrench
•
Ratchet and/or rechargeable power drill
17 mm
19 mm
•
Hex head wrench for standard clamps
•
Torx® bit (TX40) for Rapid5KTM
module clamps
6 mm
TX40
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© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Foundation Post Installation
1. Survey Proposed Site
•
Review final drawing. Drawing will include
information vital to the proper installation of
the foundation posts such as the embedment
depth, post-to-post spacing, and
installation tolerances.
•
Please note: Schletter does not provide
construction layouts.
•
4 inches
For longer racks, intermediate stakes may
be required.
Tolerance
•
Posts are installed vertically.
•
Installation tolerances:
Lateral post placement is ±5.0”
Total Lateral deviation of posts within an
array is ±5.0”
Post height variation tolerance ±0.50”
Post verticality tolerance <2.0° in
all directions
Post rotational tolerance <±5.0°
•
For East-West slopes greater than 5° contact
your Schletter representative.
Maximum 5°
4” Maximum
Embedment depth
E-W slope
±.5”
±5°
Rotation
Lateral cantilever
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Elevation difference between
adjacent post
Support distance
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
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FS UnoTM Ground Mount Installation Manual
2. Post Installation
•
Position each post at respective installation
locations based on the completed stake-out
(use a forklift).
•
Position the hydraulic ram (GAYK) at the
installation location and lift the post into
position beneath the ram head.
•
Level hammer using bubble level on
hydraulic ram.
•
Level mast of hydraulic ram.
•
Level post using a torpedo level.
•
Advance the post approximately two feet into
the subsurface then re-check level.
•
Advance the post to the embedment depth
as shown on the final drawing.
•
Position string lines: bottom string line is
used for correct placement of post; top string
line indicates the correct embedment depth:
string is run from the top of the first post to
the top of the last post.
•
When installing subsequent posts, ram until
the hammer head touches the top string line.
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Mark each post location using soil nails
with flagging
Position posts on marked locations
(use a forklift)
Ram two posts at opposite ends of array
for string line
Use string line as guide to determine
correct placement and depth of posts
Position hydraulic ram and lift post into
position beneath ram head
Hammer head touching top string line
indicates correct depth is reached
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Mounting the Individual Assembly Groups
1. Install of Optional Post Splice
•
Verify torque on all bolts.
•
Splices are used to extend the length of
a post.
•
Splice location will vary depending
on project.
•
Consult project specific drawings.
Install shim plates between post and splice tubing using 3/4” bolts, nuts,
and washers (front view of post)
4
3
2
1
D
D
2. Attach Steel Head
•
Once the head assembly is aligned, verify
the torque of the bolts.
•
B
A
C
C
B
B
Head piece attaches to inside right of
the post.
ISSUED BY: SCHLETTER INC. - PROPRIETARY AND CONFIDENTIAL
All rights reserved. Reproduction of any kind only with the express, written consent of the Co: Schletter Inc.
STATUS:
WorkInProgress
DRAWN BY:
christopher.schatz
A CHECKED:
kg/m or kg/sq m:
DESIGN STATUS DATE:
RT PART #:
CREATION DATE:
WEIGHT:
OLD PART # :
N/A
DESCRIPTION / PROJECT / CUSTOMER:
11/25/2014
CHECKED DATE:
MFG:
MFG APPROVAL DATE:
APPROVED:
ENG APPROVAL DATE:
Align steel head to the inner side of
the post and fasten using M12 bolts,
and nuts (front view of post)
PART NUMBER:
FS UNO Head Mount
SIZE:
C
3rd ANGLE PROJECTION
4
SCALE: AS SHOWN AREA: N/A
TOLERANCES:
MATERIAL:
A
Mounted head assembly with multiple
holes for adjustment flexibility (rear
view of post)
# REVISION
SHEET: OF
3
REV BY DATE
NOTE:
RDC # APPROVED
2
1
DETAIL A
SCALE 1 / 2
3. Mount Girders
•
Steel head has multiple bolt holes to
allow for adjustment.
•
Do not fully tighten the bolt on the steel
head. The connector must be loose for
mounting the strut.
Feed the M12 bolts through the pre-punched hole in the girder and tighten
loosely with nut and washer to the steel head
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© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
072216
FS UnoTM Ground Mount Installation Manual
4. Install Strut
•
Attach strut to girder and post with
provided M12 hardware.
•
The strut must be slotted into the open
side of post.
•
Once all connections are in place, tighten
bolts according to torque specifications.
5. Install Overcurrent Protection Device
(grounding)
•
Shares bolt that connects strut to post.
•
Remove serrated flange and install
grounding lug, torque to specification.
•
Accomodates stranded or solid copper
wire (14 gauge to 2 gauge).
•
Must use bare copper wire to connect
to the grounding lug. If using insulated
grounding wire, remove at least
two inches of insulation to expose
copper wire.
6. Mount Purlins
•
Strut to girder connection
with M12 hardware
Install one end of strut to connector on girder and
the other end to post, secure connections but do not
tighten
Loosen or remove top portion of grounding
lug and insert grounding wire into
appropriate groove
Z-Rail (purlin) must be mounted at a 90°
angle to the girder.
•
The distances between purlins must be
observed as specified in the
project drawing.
•
Use rubber mallet to drive in the wedge.
•
Retainer plate has slotted holes
for adjustment.
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Grounding wire must extend through
grounding lug by at least 1/4”
Wedge
Insert purlins into pre-assembled
retainer plates
ISO
Strut to post connection
with M12 hardware
Hammer in the wedge
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
072216
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FS UnoTM Ground Mount Installation Manual
7. Splice Connection
•
Mount splice on the front side of
the purlin.
•
Consult system specific drawings for
splice locations.
•
Torque to specification.
Side view
Secure splice connection with M12 bolt and washer, and M12 nut
8. Listing Requirement
•
IMPORTANT! Listing requires that every
girder be labeled.
•
If girder has no label, contact your
Schletter representative.
Label should appear on inside of girder.
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© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
072216
FS UnoTM Ground Mount Installation Manual
9. Grounding Path
Grounding Clamp
Retainer Plate
Purlin (Z-Rail)
Module Frame
Purlin Splice
Steel Head
Post
Strut
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© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Optional Accessories
1. Bonding Jumper
•
Electrically bonds adjacent systems
forming a continuous ground path.
•
Connects directly to purlin.
•
Available in 6-inch to 48-inch lengths.
Minimum length for FS Uno is 12 inches.
•
Install bonding jumper on pre-punched holes at end of purlin using M12
bolt and washer, and M12 nut
Used for expansion joints or other breaks
in racking system.
2. Cable Management
•
If cable management was ordered with
the system, place before
installing modules.
•
Combiner box mount is installed against
exterior end of foundation post as shown
in image (combiner box not included).
•
For a more detailed cable management
installation see:
Cable Tie and Edge Clip (149023-004)
4
3
 Cable Management
Installation Guide
44
33
4
D
D
LENGTH
LENGTH
D
D
22
2
4
WIDTH of
WIDTH of
of COMBINER
239.0
WIDTH
239.0
COMBINERBOX
COMBINER
BOX
BOX
WIDTH
WIDTH of
of
COMBINER
COMBINER
BOX
WIDTH of
LENGTH
BOX
COMBINER
BOX
3
239.0
2
C
239.0
239.0
WIDTH of
COMBINER
BOX
7
9
2
239.0
6
77
5
99
4
7
22
77
9
66
99
55
6
44
66
9
2
5
4
55
44
6
5
33
3
55
11
1
33
D
5
3
11
4
9
2
6
5
5
1
4
3
C
1
C
C
C
8
10
88
C
8
10
88
10
10
8
10
B
2
22
D
5
55
1
CC
10
10
BB
D
D
3
239.0
7
C
B
D
1
DD
5
C
LENGTH
LENGTH LENGTH
LENGTH
C
C
1
D
LENGTH
LENGTH
LENGTH
C
1
11
3
7
CC
11
22
239.0
LENGTH
C
2
33
WIDTH of
COMBINER
BOX
LENGTH
LENGTH
LENGTH
LENGTH
D
1
3
44
D
DD
2
4
8
10
FRONT
VIEW
B
B
SCALE 1 : 10
SIDE VIEW
ASSEMBLY VIEW
SCALE 1 : 10
SCALE 1 : 6
B
FRONT VIEW
SIDE VIEW
ASSEMBLY VIEW
FRONT VIEW
VIEW
SIDE VIEW
VIEW
FRONT
SIDE
SCALE 1 : 10
SCALE 1 : 10
ASSEMBLYSCALE
VIEW 1 : 6
ASSEMBLY
VIEW
SCALE 11 :: 10
10
SCALE 11 :: 10
10
SCALE
SCALE
SCALE 11 :: 66
SCALE
FRONT
VIEW
SIDE
VIEW
B
FRONT VIEW
ASSEMBLY
SIDE VIEW
ASSEMBLY VIEW
VIEW
SCALE
1
:
10
SCALE
1
:
10
SCALE 1FRONT
: 10 VIEW
SCALE
11 :: 66
SCALE 1 SIDE
: 10 VIEW
SCALE
NOTE:
ISSUED BY: SCHLETTER INC. - PROPRIETARY
AND CONFIDENTIAL
ASSEMBLY
VIEW
PARTS LIST
All rights reserved. Reproduction of any kind only with the express,
written1consent
SCALE
: 10 of the Co: Schletter Inc.
SCALE 1 :1.10MAXIMUM COMBINER BOX PLUS
SCALE 1DESCRIPTION
:6
ITEM QTY PART NUMBER
B
BB
B
B
B
B
MATERIAL
MASS
CREATION DATE:
kg/m or kg/sq m: TOLERANCES: MATERIAL:
RT PART #:
lbs. PER KIT
8/5/2013
NOTE:
1
1 143008-000
Post, 8, Custom, Galvanized
SAE J2340
ISSUED BY: SCHLETTER INC. - PROPRIETARY AND CONFIDENTIALCONTENTS WEIGHT = 100
PARTS LIST
CHECKED DATE:
2. PARTS
REFLECTS1.2MAXIMUM
KITS, AS COMBINER
AllISSUED
rights reserved.
Reproduction
of any
kind onlyFRONT
with the
express,
written consent of the Co: Schletter
Inc. LIST
VIEW
SIDE
VIEW
NOTE:
NOTE:
ISSUED
BY: SCHLETTER
SCHLETTER
INC.
PROPRIETARY
AND
CONFIDENTIAL
BY:
INC.
-- PROPRIETARY
AND
CONFIDENTIAL
2
2BOX
123001-001
Rail, DN0, Custom
6105-T5
PLUS
WEIGHT:
ASSEMBLY VIEW
PARTS LIST
LIST
PARTS
ITEM QTY PART NUMBER
MATERIAL
DESCRIPTION
MASS
CREATION
DATE:
All rights
rights
reserved.
Reproduction
any kind
kind
only with
with
the
express,
written consent
the or
Co:
Schletter
Inc.
All
Reproduction
only
the
express,
the
Co:
Schletter
OLD
PART # : ofof any
DRAWN
BY:reserved.
SHOWNSCALE
ABOVE
kg/sq
m: Inc.
TOLERANCES:
MATERIAL:
RT
PART
#: written
MAXIMUM
COMBINER
BOX
PLUS
SCALE
1consent
: 10 ofofkg/m
COMBINER
BOX
PLUS
1 :1.1.10MAXIMUM
2lbs.000009-555
Angle,
40x40,
T=4, L=200, 2 Slots 41x11mm1 : 6
6105-T5
0.157MATERIAL
kg
CONTENTS
WEIGHT
=3 100
PER KIT
ITEM QTY
PART
NUMBER
QTY PART
DESCRIPTION
MASS
ITEM
MATERIAL
DESCRIPTION
MASS
1 NUMBER
1 143008-000 SCALE
Post, 8, Custom,
Galvanized
SAE J2340
Dillon.HurleyTITLECREATION
CREATIONDATE:
DATE: 8/5/2013
/ PROJECT
/ CUSTOMER:
DRAWN BY:
BY: CUSTOMER:
DRAWN
STATUS:
kg/m
or
kg/sq
m:
TOLERANCES:
MATERIAL:
RT
PART
#:
kg/m
or
kg/sq
m:
NOTE:
TOLERANCES:
MATERIAL:
RT
PART
#:
ISSUED
BY:
SCHLETTER
INC.
PROPRIETARY
AND
CONFIDENTIAL
4
4
119025-00200
Threaded
Rod,
3/8"-16
UNC,
304
SS,
Grade
B8,
L=200mm
304
SS
0.109
CONTENTS
WEIGHT
=
100
lbs.
PER
KIT
CONTENTS
100REFLECTS
lbs. PER KIT2 KITS, AS
A
A
CHECKED
DATE:
2.WEIGHT
PARTS =LIST
NOTE:
8/5/2013
ISSUED
BY: SCHLETTER
INC. - PROPRIETARY AND
CONFIDENTIAL
8/5/2013
PARTS
LIST
143008-000
Post, 8,
8, Custom,
Custom,
Galvanized
SAEkg
J2340 6105-T5
11
11 143008-000
Post,
SAE
J2340
WorkInProgress
Dillon.Hurley
2
2 123001-001
Rail, Galvanized
DN0,
Custom
Dillon.Hurley
WEIGHT:
CHECKED: All rights reserved.
Reproduction of any kind only with the express, written
consent of the Co: Schletter Inc.
PARTS
LIST
1.
MAXIMUM
BOX
PLUS
000000-000
MFG APPROVAL DATE:
TORQUE:
5
8AS
0.015 kg
Flange,
Serrated,
3/8"-16
UNC,
316 SS
316 SS
All rights
reserved.
Reproduction of any OLD
kind only
with
express, written consent of the Co:
Schletter Inc.
CHECKEDDATE:
DATE:
2. PARTS
PARTS
LIST
REFLECTS
KITS,
AS943912-001
CHECKED
2.
REFLECTS
22 KITS,
PART
# the
: WEIGHT:
SHOWN
ABOVECOMBINER
MFG:
1.LIST
MAXIMUM
COMBINER
BOX
PLUS22 Nut,
ITEM
PART
NUMBER
MATERIAL
DESCRIPTION
MASS
123001-001
Rail,
DN0,
Custom
6105-T5 6105-T5
22 123001-001
Rail,
DN0,
Custom
3 QTY
2 000009-555
Angle, 40x40, T=4, L=200,
2 Slots 41x11mm 6105-T5
0.157
kg
WEIGHT: kg/m or kg/sq m: TOLERANCES:
CHECKED: DRAWN BY:
CHECKED:
CREATION DATE:
ITEM
PART
NUMBER
MATERIAL
QTY
DESCRIPTION
MASS
NOTE:
MATERIAL:
RT
PART
#:
CUSTOMER:
M6
AND
1/4"
BOLT
TORQUE
IS
6
N-M
(4.5
FT-LBS)
CREATION
DATE:
ISSUED
BY:
SCHLETTER
INC.
PROPRIETARY
AND
CONFIDENTIAL
CONTENTS
WEIGHT
=
100
lbs.
PER
KIT
6
4
943919-126
3/8"
16
UNC,
ASME-B18.2.2,
316
SS
Nut,
Square,
316
SS
0.013
kg
DRAWN
BY:
OLD
PART
#
:
OLD
PART
#
:
TITLE
/
PROJECT
/
CUSTOMER:
SHOWN
ABOVE
kg/m or kg/sq m: TOLERANCES: MATERIAL:
SHOWN
ABOVE
RT PART #:
8/5/2013
143008-000
Post,
Custom,
Galvanized
SAE
J2340
WEIGHT = 100 lbs. PER KIT33 22 000009-555
000009-555
Angle, 40x40,
40x40,
T=4,8,
L=200,
Slots
41x11mm
6105-T5
0.157 kg
kg 0.109 kg
Angle,
T=4,
Slots
41x11mm
0.157
Dillon.Hurley
411
411 119025-00200
Threaded
Rod,223/8"-16
UNC, 304 SS,PARTS
Grade LIST
B8,6105-T5
L=200mm 304
A STATUS:
A
Assembly
Combiner
Box Mount,
M10
All Directions,
rights reserved.
Reproduction
of any
kind only with the express, written consent
the Co:
Inc.
M8ofAND
5/16"Schletter
BOLT TORQUE
ISCONTENTS
14 N-M (10.5 FT-LBS)
8/5/2013
143008-000
Post,
8,L=200,
Custom,
Galvanized
SAESS
J2340
CUSTOMER:
CUSTOMER:
Dillon.Hurley
WorkInProgress
1.LIST
MAXIMUM
BOX PLUS
ENG APPROVAL
DATE:
7 COMBINER
4 2943914-010
0.013 kg
Nut,
Square,
M10,
DINThreaded
557, 316
SS
316 SSB8,
CHECKED
DATE: // PROJECT
2. PARTS
TITLE
PROJECT
CUSTOMER:
TITLE
// CUSTOMER:
STATUS: CHECKED:
APPROVED:
ITEM
PART
NUMBER
QTY
DESCRIPTION
MASS
123001-001
Rail,
DN0,
6105-T5
119025-00200
Rod,
3/8"-16
UNC,
304 SS,
SS,
Grade
L=200mm
304 SS
SS
0.109 kg
kgMATERIAL
44
44 119025-00200
Threaded
Rod,
UNC,
304
Grade
B8,
L=200mm
304
CHECKED
DATE:DATE:
WEIGHT:
000000-000
MFG APPROVAL
PARTS
LIST REFLECTS
REFLECTS
2 KITS,
KITS, AS
AS
522
822 943912-001
0.015
M10 AND
BOLT TORQUE
ISTORQUE:
302.N-M
(23 FT-LBS)
CREATION
DATE:
Nut,
Flange,
Serrated,
3/8"-16
UNC,
316
SS
316
SS 0.109
AA STATUS:
AA kg
# REVISION
BY DATE
DRAWN BY:
MFG:
123001-001
Rail,3/8"-16
DN0, Custom
Custom
6105-T5
kg/m or kg/sq
m: 3/8"
TOLERANCES:
MATERIAL:
RT PART
#:
WorkInProgress
WEIGHT:
CHECKED:
WorkInProgress
CONTENTS
WEIGHT
= 100
lbs.
PER
KIT
8 IS 6 N-M
4 943921-010
Washer,
304
SS
316
SS 41x11mm 0.004 kg
OLD
ABOVE
8/5/2013
M12 AND 1/2" BOLTTORQUE:
TORQUE ISSHOWN
50
FT-LBS)
M6N-M
AND(371/4"
BOLT TORQUE
(4.5
FT-LBS)
1125,
1 Flange,
143008-000
Post,
8,UNC,
Custom,
Galvanized
SAE
336 M10,
224 DIN
000009-555
Angle,
40x40,
T=4,
L=200,
22ASME-B18.2.2,
Slots
6105-T5
0.157
000000-000
MFG
APPROVALDATE:
DATE:
Dillon.Hurley
TORQUE:
943912-001
0.015
kg J2340
000000-000
APPROVAL
Nut,
Flange,
Serrated,
3/8"-16
316
SS
316
SS
55
88 943912-001
kg
Nut,
Serrated,
3/8"-16
316
SS
PART NUMBER:
OLD PART
PART ## ::
943919-126
3/8"
16
UNC,
316 316
SS SS
Nut,
Square,
316
SS 0.015
0.013
SIZE: MFG
CROWN:
SHOWN
ABOVE
ASSEMBLY NUMBER
MFG:
MFG:
000009-555
Angle,
40x40,
T=4,-UNC,
L=200,
Slots
41x11mm
6105-T5
0.157 kg
kg
CUSTOMER:
CHECKED
DATE: / PROJECT
2.
PARTS
LIST
REFLECTS
2
KITS,
AS
9
4
129010-001
KlickIn,
M10
Polyamide
(Nylon)
0.002
kg
Assembly
Directions,
Combiner
Box
Mount,
M10
TITLE
/
CUSTOMER:
M8
AND
5/16"
BOLT
TORQUE
IS
14
N-M
(10.5
FT-LBS)
M16
AND
5/8"
BOLT
TORQUE
IS
121
N-M
(89
FT-LBS)
CUSTOMER:
STATUS:
M6
AND
1/4"
BOLT
TORQUE
IS
6
N-M
(4.5
FT-LBS)
C
M6
AND
1/4"
BOLT
TORQUE
IS
6
N-M
(4.5
FT-LBS)
NOTE:
000000-000
ISSUED
BY:
SCHLETTER
INC.
PROPRIETARY
AND
CONFIDENTIAL
2
2
123001-001
Rail,
DN0,
Custom
6105-T5
47
44 119025-00200
Rod,
3/8"-16
UNC,
304316
SS,
Grade
L=200mm
304
WEIGHT:
CHECKED:
ENG APPROVAL DATE:
943919-126
3/8"Square,
16 UNC,
UNC,
ASME-B18.2.2,
316
SS
Nut, Square,
Square,Threaded
316
SS PARTS
0.013 kg
kg 0.109
66
44 943919-126
3/8"
-- 16
ASME-B18.2.2,
Nut,
316
SS
0.013
TITLE / PROJECT / CUSTOMER:
943914-010
0.013 kg
Nut,
M10,
DIN 557,
316
SS
316 SS
A
A
APPROVED:
119025-00200
Threaded
3/8"-16
UNC,
SS,SS
Grade B8,
B8,
L=200mm
304
SS
0.109
kg
LIST
WorkInProgress
A STATUS:
A
SUBCONTRACTOR:
ANDwritten
3/4" BOLT
IS
244
N-M
FT-LBS)
M20
M10
AND(180
3/8"
BOLT
IS 30
N-M
(23 FT-LBS) Screw,4Hex Head,
Assembly
Directions,
Combiner
Box #Mount,
Mount,
M10
Assembly
Combiner
Box
M10
M8ofAND
AND
5/16"
BOLT
TORQUE
ISTORQUE
14
N-M10(10.5
(10.5
FT-LBS)
4FT-LBS)
943610-020
M10x20mm,
DIN
933,
304Rod,
SS
304304
SS
0.024
kg
OLD
PART
: of any
BY TORQUE
DATE
All Directions,
rights
reserved.
Reproduction
kind only with the#express,
consent
the Co:
Schletter
Inc.
M8
5/16"
BOLT
TORQUE
IS
14
N-M
REVISION
SHOWN
ABOVE
WorkInProgress ENG
3
2
000009-555
Angle,
40x40,
T=4,
L=200,
2
Slots
41x11mm
6105-T5
0.157
kg
1.
MAXIMUM
COMBINER
BOX
PLUS
ENGAPPROVAL
APPROVALDATE:
DATE:
000000-000
MFG APPROVAL DATE:
TORQUE:
5
8
943912-001
0.015
kg
Nut,
Flange,
Serrated,
3/8"-16
UNC,
316
SS
316
SS
7
4
943914-010
0.013
kg
Nut, Square,
Square,Nut,
M10,
DIN
557,
316125,
SSNUMBER
316 SS
SSDESCRIPTION
7
4 943914-010
Nut,
M10,
DIN
557,
316
SS
316
943921-010
Washer,
M10,
DIN
304 SSUNC, 316 SS
0.004 kg
APPROVED:MFG:
APPROVED:
CUSTOMER:
M12
ANDTORQUE
1/2" BOLT
TORQUE
ISFT-LBS)
50 N-M (37 FT-LBS)
AREA:
1PART
000000-000
MFG APPROVAL
DATE:
58
84 943912-001
ITEM
PART
MATERIAL
Flange,
Serrated,
3/8"-16
316 SS 0.013 kg 0.015
SHEET:
OF NUMBER:
SCALE: AS SHOWN
QTY
M10m:
AND TORQUE:
3/8"
BOLT
TORQUE
ISTORQUE
30 N-M
N-M (23
(23
M10
AND
3/8"
IS
30
CREATION
DATE:
SIZE:
CROWN:
BY DATE
DATE
ASSEMBLY
NUMBER
REVISION
MFG:
## REVISION
BY
TITLE
/ PROJECT
/ 1CUSTOMER:
DRAWN
BY:
M6BOLT
AND
1/4"
ISISCONTENTS
6FT-LBS)
N-MN-M
(4.5 FT-LBS)
kg/m or kg/sq
TOLERANCES:
MATERIAL:
RT PART
#:
4 Washer,
4KIT119025-00200
Threaded
Rod, 3/8"-16
UNC, 304316
SS,316
Grade
L=200mm
304
0.109 kg
943919-126
SS
Nut,
Square,
3/8"
-- 16
SS
WEIGHT
=966100 44lbs.129010-001
PER
943921-010
Washer,
M10,
DIN
125,
SS
SS B8, 316
0.004
kgSS 0.013
88
44 943921-010
M10,
DIN
SS
SS
kg
A STATUS:
KlickIn,
M10304
Polyamide
(Nylon)
0.002 kg
M16
ANDTORQUE
5/8"BOLT
BOLT
TORQUE
121
FT-LBS)
M6BOLT
AND
1/4"
BOLT
IS26FT-LBS)
N-M (4.5(89
FT-LBS)
4
3 Box
1 Post,
M12 AND
AND 1/2"
1/2"
TORQUE
ISTORQUE
50 N-M
N-M (37
(37
8/5/2013
M12
IS
50
C
000000-000
WorkInProgress
943919-126
3/8"143008-000
16 UNC,
UNC, ASME-B18.2.2,
ASME-B18.2.2,
316 316
SSGalvanized
Nut,
Square,
316
SS 0.004
0.013
kg
1125,
1304
8, Custom,
SAE J2340 A
Dillon.Hurley
PART NUMBER:
NUMBER:
SIZE: CROWN:
CROWN:
PART
SIZE:
ASSEMBLYNUMBER
NUMBER
Assembly
Directions,
Combiner
ASSEMBLY
M8BOLT
AND
5/16"
TORQUE
IS FT-LBS)
14
N-M
(10.5
000000-000
DATE: Directions,
ENG
APPROVAL DATE:
SUBCONTRACTOR:
TORQUE:
5 KlickIn,
8AS943912-001
0.015 kg
Assembly
Combiner
Box Mount,
Mount, M10
M10
ANDTORQUE
3/4" BOLT
244
N-M
(180FT-LBS)
FT-LBS)
M20
Nut,
Flange,
Serrated,
3/8"-16
UNC,
316
SS (Nylon)
316
M8BOLT
AND
5/16"
BOLT
TORQUE
IS 14
N-M
(10.5
FT-LBS)
77
943914-010
0.013
Nut,
M10,
DIN
SS
316
129010-001
KlickIn,
M10Screw,
Polyamide
(Nylon)
0.002
kgSS 0.024
99 REFLECTS
44 129010-001
M10
kg
CHECKED
DATE:
10
44 2943610-020
M10x20mm,
933,
304
SSPolyamide
304
2.N-M
PARTS
LIST
KITS,
M16 AND
AND 5/8"
5/8"
BOLT
ISTORQUE
121 N-M
N-M (89
(89
FT-LBS)
M16
IS
121
FT-LBS)
MFG:
APPROVED:
000000-000
CC DATE:MFG APPROVAL
000000-000
ENG APPROVAL
943914-010
0.013 kg
kg
Nut, Square,
Square,
M10,
DIN 557,
557, 316
316DIN
SS
316 SS
SS 0.002
2 Hex 2Head,
123001-001
Rail,
DN0,
Custom
6105-T5
M10
ANDTORQUE
3/8"
ISTORQUE
30
(23
CHECKED:
## REVISION
APPROVED:
M6BOLT
AND
1/4"
BOLT
IS 6FT-LBS)
N-M
(4.5 FT-LBS)
1 OFWEIGHT:
1BY
M10
ANDTORQUE
3/8"
BOLT
TORQUE
ISSHOWN
30FT-LBS)
N-M (23
FT-LBS)
SCALE: AS SHOWN AREA: OLD PART # : SHEET:
SUBCONTRACTOR:
AND 3/4"
3/4"
BOLT
TORQUE
IS
244
N-M
(180
FT-LBS)
M20 AND
SUBCONTRACTOR:
BOLT
IS
244
N-M
(180
M20
6
4
943919-126
3/8"
16
UNC,
ASME-B18.2.2,
316
SS
Nut,
Square,
316
SS
0.013
kg
BY DATE
DATE
REVISION
8
4
943921-010
Washer,
M10,
DIN
125,
304
SS
316
SS
0.004
kg
10
4
943610-020
Screw,
Hex
Head,
M10x20mm,
DIN
933,
304
SS
304
SS
0.024
kg
10
4
943610-020
Screw,
Hex
Head,
M10x20mm,
DIN
933,
304
SS
304
SS
0.024
kg
ABOVE
M12 AND 1/2"
IS TORQUE
50 N-M (37 FT-LBS)
8
4 943921-010
Washer,
125, 304 SS Angle, 40x40, T=4, L=200, 2316
SS41x11mm 0.004 kg
3 M10,
2 DIN
000009-555
6105-T5
PART
SIZE:
CROWN:
Assembly
Directions,
Combiner
Box
Mount,
ASSEMBLY NUMBER
M8BOLT
AND TORQUE
5/16" BOLT
14 N-M (10.5 FT-LBS)
M12 AND 1/2"
BOLT
TORQUE
IS 50 N-M (37ISFT-LBS)
4
1Slots
AREA:
1 M10 3
AREA:
CUSTOMER:
11 OF
SHEET:
OF
SCALE:
ASAPPROVAL
SHOWN
SHEET:
SCALE:
SHOWN
PART NUMBER:
NUMBER:
SIZE:
CROWN:
ENG
DATE:
ASSEMBLY
NUMBER AS
7
4 943914-010
0.013 kg
316 SS
99 2 44 129010-001
KlickIn,
M10Nut, Square, M10, DIN 557, 316 SS
Polyamide
(Nylon)
kg
M16 AND 5/8"
BOLT
IS TORQUE
121 N-M (89
FT-LBS)
TITLE
/ PROJECT
/ 1CUSTOMER:
APPROVED:
C
000000-000
129010-001
KlickIn,
Polyamide
(Nylon)B8,0.002
0.002
kg
4 M104 119025-00200 Threaded Rod, 3/8"-16
UNC,
304 SS, Grade
L=200mm
304 SS
M10
ANDTORQUE
3/8" BOLT
IS 30
N-M 2(23
M16 AND 5/8"
BOLT
TORQUE
IS 121 N-M (89
FT-LBS)
A STATUS:
# REVISION BY DATE
2 FT-LBS)
C
44
33
11
000000-000
WorkInProgress
SUBCONTRACTOR:
BOLT
IS TORQUE
244 N-M (180
M20 AND 3/4"
8
4 943921-010
Washer,
M10, DIN 125, 933,
304 SS
316 SS
0.004 kg
10
44 943610-020
Screw,
M10x20mm,
304
304
SS
M12
ANDTORQUE
1/2" BOLT
IS 50FT-LBS)
N-M (37 FT-LBS)
SUBCONTRACTOR:
BOLT
TORQUE
IS
244 N-M (180
FT-LBS)
M20 AND 3/4"
MFGCROWN:
APPROVAL DATE:
10
943610-020
Screw,5 Hex
Hex 8Head,
Head,
M10x20mm, DIN
DIN
304 SS
SS
304UNC,
SS 316 SS 0.024
0.024 kg
kg
PART NUMBER:
TORQUE:
943912-001
Nut,933,
Flange,
Serrated, 3/8"-16
316 SS
SIZE:
ASSEMBLY NUMBER
MFG:
AREA: 000000-000
SHEET: 1 OF 1
SCALE:
SHOWN
9 FT-LBS)
4 129010-001
KlickIn, M10
Polyamide (Nylon) 0.002 kg
M16 AND 5/8" BOLT TORQUE
IS 121
N-MTORQUE
(89 FT-LBS)
SCALE: AS
AS C
SHOWN AREA:
M6 AND 1/4"
BOLT
IS 26 N-M (4.5
000000-000 SHEET: 1 OF3 1
6
4 943919-126
316 SS
Nut, Square, 3/8" - 16 UNC, ASME-B18.2.2,
316 SS
44
1
SUBCONTRACTOR:
IS 244BOLT
N-M TORQUE
(180 FT-LBS)
M20 AND 3/4" BOLT TORQUE
3 Box Mount, M10
943610-020
Screw, Hex Head, M10x20mm, DIN 933, 304 SS 1
304 SS
0.024 kg
Assembly Directions, Combiner
M8 AND 5/16"
IS2 14 N-M10(10.5 4FT-LBS)
ENG APPROVAL DATE:
7
4
943914-010
Nut,
Square,
M10,
DIN
557,
316
SS
316 SS
APPROVED:
SHEET: 1 OF 1
SCALE: AS SHOWN AREA:
M10 AND 3/8" BOLT TORQUE IS 30 N-M (23 FT-LBS)
# REVISION BY DATE
8
4 943921-010
Washer, M10, DIN 125, 304 SS
316 SS
4
1
M12 AND 1/2" BOLT TORQUE IS 50 N-M (372FT-LBS)
PART NUMBER: 3
SIZE: CROWN:
ASSEMBLY NUMBER
9
4 129010-001
KlickIn, M10
Polyamide (Nylon)
M16 AND 5/8" BOLT TORQUE IS 121 N-M (89 FT-LBS)
C
000000-000
SUBCONTRACTOR:
M20 AND 3/4" BOLT TORQUE IS 244 N-M (180 FT-LBS)
10
4 943610-020
Screw, Hex Head, M10x20mm, DIN 933, 304 SS
304 SS
SHEET: 1 OF 1
SCALE: AS SHOWN AREA:
4
3
2
1
B
DRAWN BY:
Dillon.Hurley
CHECKED:
Attach combiner box to foundation post
ISO
9001:2008
CE
R T I F I C AT I O
N
10/15
ALITY
QU
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
MASS
0.157 kg
0.109 kg
0.015 kg
0.013 kg
0.013 kg
0.004 kg
0.002 kg
0.024 kg
A
I400223
072216
FS UnoTM Ground Mount Installation Manual
Module Mounting
20 mm
1. Position Modules
•
Purlins are positioned according to
module dimensions.
•
End clamps are positioned approximately
20 mm from the end of the purlin.
Position end clamps approximately
20 mm from end of purlin
Modules are positioned on the purlins according
to specified dimensions
2. Secure Modules
•
Verify that the module clamp is fully
engaged on the purlin and that the
module clamp is aligned with the module
frame.
•
Only for modules mounted in
portrait orientation.
•
When mounting modules, please observe
the clamping points specified by
module manufacturer.
•
Torque clamp bolts to 10.5 ft lbs.
•
Use of impact driver is not recommended.
Modules are secured to the purlins
23 mm max.
1.5 mm maximum
middle clamp to
module offset
5 mm max.
Allowable gaps between modules
ALITY
QU
ISO
N
9001:2008
CE
R T I F I C AT I O
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Optional Mounting Configurations
A. Rail Sharing Method
1. Position Modules
•
Purlins are positioned according to
module dimensions.
•
Position and secure clamp adapter on
purlin; refer to system specific drawings
to locate connection points.
•
End clamps are positioned approximately
20 mm from the end of the purlin.
Snap clamp adapter into place
as shown on image
20 mm
Position end clamps
approximately 20 mm
from end of purlin
B. Landscape
Secure clamp adapter with
self-drilling screw
Modules positioned using rail sharing method
1. Position Modules
•
Position and secure clamp adapter on
purlin; refer to system specific drawings
to locate connection points.
Modules positioned in landscape orientation
2. Secure Modules
•
•
When mounting modules, please observe
the clamping points specified by
module manufacturer.
•
Torque clamp bolts to 10.5 ft lbs.
•
Use of impact driver is
not recommended.
ALITY
QU
ISO
9001:2008
CE
R T I F I C AT I O
N
12/15
Verify that the module clamp is fully
engaged on the clamp adapter and is
aligned with the module frame.
Modules are positioned on purlins in landscape
according to specified dimensions
If adjustable end
clamps are
provided, slide
attachment on
to desired height.
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
1.5 mm
maximum
middle clamp
to module
offset
I400223
072216
FS UnoTM Ground Mount Installation Manual
Torque Specifications and Tolerances
Systems are specifically designed for each project. Please reference the specific project drawing for allowable tolerances and
recommended torque for each size of bolt used in the system.
In the event of deviation from approved drawings, contact Schletter immediately.
Torx Bolt for Rapid5K Module Clamps
14 N-M
10.5 FT-LBS
M6 and 1/4” Bolt
6 N-M
4.5 FT-LBS
M8 and 5/16” Bolt
14 N-M
10.5 FT-LBS
M10 and 3/8” Bolt
30 N-M
23 FT-LBS
M12 and 1/2” Bolt
50 N-M
37 FT-LBS
M16 and 5/8” Bolt
121 N-M
89 FT-LBS
M20 and 3/4” Bolt
244 N-M
180 FT-LBS
Note: Recommended speed for installation of self-drilling 1/4”
diameter is 1200-1800 RPMS.
Equipment Grounding
•
Many PV installations contain more than one mounting system. Such cases call for electrically bonding each of the different
manufacturers systems. Since individual racks are fully bonded units it is only necessary to connect individual racks together
from one single point to another single point.6 Only use stainless steel hardware when connecting harnesses or jumpers
to the mounting system. Take care to prevent copper wires from directly contacting aluminum surfaces as this will cause
corrosion. For this purpose, Schletter offers a bonding jumper (see page 10).
•
The PV INSTALLER of Schletter’s electrically bonded FS Uno must provide the components necessary for the final
connections to the grounding electrode system. Typically the installation will incorporate a grounding electrode (ground
rod), appropriately sized copper wire, rated wire connectors, and grounding lugs which are rated for this purpose. The PV
INSTALLER must follow all manufacturers’ installation literature. Installation must comply with all applicable NEC/CSA sections
including but not limited to; NEC 250 (Grounding and Bonding), NEC 690 (Solar Photovoltaic Systems), CSA 22.1 (Safety
Standard for Electrical Installations), and all other applicable state, and local electrical code requirements.
•
PV INSTALLER shall be fully responsible for all connections between Schletter’s bonded FS Uno and PV grounding electrode
system.
•
Equipment grounding conductors shall be no less than 14AWG (copper) or 12AWG (aluminum).
•
Equipment grounding conductors can be connected to any exposed metallic portion of rack system provided that:
a.
b.
c.
d.
•
Calculation for overcurrent protection device including but not limited to spacing and wire size is the responsibility of the
installer.
Schletter recommends two bonding jumpers to connect separate systems for redundancy.
ALITY
QU
ISO
9001:2008
CE
R T I F I C AT I O
N
6
connection area is sufficiently sized
dissimilar metals are not in direct contact
connection does not interfere with other components
connection is protected from damage
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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FS UnoTM Ground Mount Installation Manual
Maintenance
•
Yearly inspection of system should be conducted to maintain optimal performance.
•
Visually inspect for signs of damage, wear, corrosion, or movement. Replace any affected components immediately.
•
Check for loose wiring
•
Mechanical details of the structure
•
At least 2% of bolted connections must be checked using a calibrated torque wrench. The torque wrench must have a display or be a click type torque wrench.
•
Torque wrench should be set at 50% of the intended tightening torque. Check is successful if the bolt cannot
be loosened.
•
If >10% of the checked bolted connections are loose, the check has to be increased by a factor of five.
•
If more than 10% of connections are still loose, all bolted connections much be checked.
•
Tighten to specified torques
•
Requirements per ASME B107 and AISC
•
WARNING: Risk of death by electric shock
•
Maintenance should only be performed by qualified personnel.
Safety Precautions
Follow proper installation and safety procedures at all times. Edges of parts may be sharp. Follow proper lifting procedures.
For More Information
For more information on the FS Uno, please see:


FS Uno Product Sheet
GAYK Hydraulic Ram Product Sheet
Torx® is a registered trademark of the Camcar Corp. division of Textron Industries.
ALITY
QU
ISO
9001:2008
CE
R T I F I C AT I O
N
14/15
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
I400223
072216
FS UnoTM Ground Mount Installation Manual
Approved Module Manufacturers
Bonding and Grounding
Canadian Solar
CS6X-310|315|320P
CS6X-P-FG
CS6K-P-FG
CS6K-M
CS6K-M AB
CS6P-P
CS6P-P-SD
CS6V-M
Yingli Green Energy
YL300C|295C|290C|285C|280C|275C-30b
YL290D|285D|280D|275D|270D-30b
YL340D|335D|330D|325D|320D|315D-36b
YL275P|270P|265P|260P|255P|250P-29b
YL260P|255P|250P|245P|240P-29b
YL325P|320P|315P|310P|305P|300P-35b
Hanwha Q Cells
Q.PRO BFR G4|G4.1|G4.3
Q.PLUS BFR G4.1
Q.PRO L G4.1
Q.PLUS L G4.1|G4.2
LG
LGxxxN1C-G4
LGxxxN1W-G4
LGxxxS1C-G4
LGxxxS1W-G4
LGxxxN1K-G4
LGxxxN2C-B3
LGxxxN2W-B3
SolarWorld
Sunmodule SW 80 MONO RHA
Sunmodule SW 150 POLY R6A
Sunmodule SW 150 MONO R6A
Sunmodule SW 100 POLY RGP
Sunmodule Plus SW 280-295 MONO
Sunmodule Plus SW 285-300 MONO (5-busbar)
Sunmodule Plus SW 280-290 MONO BLACK
(5-busbar)
Sunmodule Plus SW 275-290 MONO BLACK
Sunmodule Pro-Series SW 260 POLY WOB
Sunmodule Protect SW 275-280 MONO BLACK
Sunmodule SW 320-325|340-350 XL MONO
Trina
TSM-PD14
TSM-PD05
TSM-PD05.08
TSM-PD05.05
TSM-PEG5
TSM-PEG5.07
TSM-PEG14
TSM-PEG40.07
ALITY
QU
ISO
N
9001:2008
CE
R T I F I C AT I O
© Schletter Inc • 1001 Commerce Center Drive • Shelby, North Carolina 28150 • Tel: (888) 608 - 0234 • Fax: (704) 595 - 4210
mail@schletter.us • www.schletter.us
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