RPS - sales@rpssolar.com - 858 755 4505-12478 San Bruno Cove, San Diego, CA 92130

Similar documents
PITCHED ROOF STRUCTURES

RAIL FREE SOLAR ROOF MOUNT

AA Solar and Sun Power Plus

SECTION GUARDRAILS

Assembly Instructions

ASSEMBLY INSTRUCTIONS Residential Roof solutions

Elo Touch Solutions Wall-mounting Kit for the 5501L IDS Touchmonitors

Solar Power System Installation Manual

SnapNrack TM SERIES 100 Roof Mount InstallaTIon manual SERIES 100 ROOF MOUNT

SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

Washer, Electrical Equipment Bond. WEEB Patent Pending INSTALLATION INSTRUCTIONS. For Kinetic Solar K-Rack only

Washer, Electrical Equipment Bond WEEB

5/25/2016 5/25/ , N. 3rd Street, El Cajon CA, El Cajon

HORIZONTAL INSTALLATION

LEGACY REPORT ER ICC Evaluation Service, Inc. Reissued November 1, Legacy report on the 1997 Uniform Building Code

Solar Mounting System

Cable Runways & Accessories

PV Mounting System For Crystalline Solar Module THE POWER OF ASTRONERGY

INSTALLATION OF A BAY WINDOW

Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor

Hilti, Inc South 122 nd East Avenue Tulsa, OK

Solar Mounting Catalogue

This handout is a guide only and does not contain all of the requirements of the Minnesota State Building Code or city ordinances.

Residential Deck Safety, Construction, and Repair

STANDARD SPECIFICATIONS SECTION METAL FABRICATIONS

AZEK Rail Install Guide

Dock Hardware & Accessory Products Catalog

STANDARD OPEN PATIO COVER

Sports and High Mast Lighting Poles Phone: (866) Fax: (817)

USP SIP Connection Manual

VersaRack Installation Instructions. masterack. Tools Required:

CDGRD-10. Grounding. Solutions For Comm/Data Applications

MUSTANG II IFS COMPLETE PARTS PACKAGE

USP SIP Connection Manual

I BEAM TRACK INSTALLATION

PRS X-axis E-chain installation: For tools with a 12 Z-Axis

Guidelines for Earthquake Bracing of Residential Water Heaters

F-Series Camera Mounting Accessories

Installation Instructions:

RadianceRail Installation Guide

Black Wolf POCKET BILLIARD TABLE INSTALLATION MANUAL. SERVICE DEPARTMENT P.O. BOX 68 BRISTOL, WI 53104

Rittal s Comprehensive Family Of... NETWORK RACK SOLUTIONS

CRASH RAIL INSTALLATION HEIGHT

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE

Submittal Information

StructureScan Installation

Veneer Anchors. Masonry Veneer Anchors. Description. Applications

Installation Manual. SKU# series (Base Rails) SKU# series (Overhead Racks)

SECTION COILING COUNTER DOORS. Display hidden notes to specifier. (Don't know how? Click Here)

Slide the new steering column shaft through the steering column from the driver compartment.

C O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S

INSTALLATION INSTRUCTIONS COMPETITION SERIES COILOVER SUSPENSION SYSTEM 03+ Scion xb

Stainless Steel Single and Dual Circulation Kits

Seismic Technical Guide

James M. Pleasants Company

Guidelines for Earthquake Bracing Residential Water Heaters

Cable Installation Accessories. Cable Hoisting and Attachment. Snap-In Hangers. SnapStak Hangers

How To Replace A Reverse Osmosis Water Tank

March 14, Installation of Bay, Bow and Garden Windows

SD. Flat roof. Rack Mounting. Installation instructions (2010/11) AU

Installation Guide. WSD-100 Wind Speed and Direction Sensor For XR5 Data Loggers. February, 2011

Saferand easierinstallation

TEST REPORT. Rendered to: HOMELAND VINYL PRODUCTS, INC. For:

Structural Bolting. Notice the Grade 5 has a much smaller head configuration and a shorter shank then the A325 structural bolt. Rev.

SECTION 6. Glass Storefront Doors:

Model # 940P-V6. Page 1 of 11

Valu Guide Sheaths. Valu Guide Inserts. Optional Valu Guide Inserts. Typical Properties of Valu Guide Rail. and Hardware.

Diameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.

Connection Solutions

Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING

High tensile strength stainless fasteners

ASTM E 1886 and ASTM E 1996 TEST REPORT. Rendered to: NORSE, INC.

1-2 Pair Drop Wire Clamp

EZ-48-3AB Weather Station Mounting Tripod and Mast

Installation Manual. Solar Pool Heating System. Read the complete manual before beginning the installation

Machine devices, jig devices

Mechanical Joint Restraints

12U Adjustable 4 Post Open Frame Server Rack

ONTRAC WIRE MESH CABLE TRAY SYSTEM

TracRac G2. Overhead Rack Installation Instructions. TracRac Inc. 994 Jefferson St. FallRiver MA IN-42000_B

Ceiling Mounted Folding Attic Ladders Installation Instructions

TYPICAL WIRING OF METER SOCKET FOR SINGLE PHASE, THREE WIRE OVERHEAD SERVICE

Anodes and Misc Equipment

AMF112 ( <00>) 13mm (1/2 in.)

Machine Screws, Dowel Pins and Hardware

Nordson Automatic Spray Gun Support Kits

System. Stability. Security. Integrity. 150 Helical Anchor

ANTENNA PARTS CATALOG

Hilti, Inc South 122 nd East Avenue Tulsa, OK

PC-Concrete Injectable Concrete Anchoring and Repair System

UBBINK SOLAR IN-ROOF SYSTEM

PART 1 GENERAL 1.1 SECTION INCLUDES

Installation Manual. Toilet Partitions, Dressing Compartments & Shower Stalls

Section #1 Pictorial Table Of Contents. Material Strength Profile. Page 662. Page 663. Phone: Fax:

The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.

Policy on Water Heater Installations Policy No. UPC Effective: September 1, 1995 Revised: February 10, 1996

Operations and Instruction Manual Might Swivel - Part # Concrete and Steel Anchorage Connector ANSI Z ,000 lbs / 44kn

Mounting Tripod Kit Installation Manual

Flamco Stainless steel mountings

AMF112 Instruction Manual

Transcription:

RPS - sales@rpssolar.com - 858 755 4505-2478 San Bruno Cove, San Diego, CA 9230

SWH Solar Mount Rail R-MR-SW-SR-0.5, R-MR-SW-SR-2, R-MR-SW-SR-4, R-MR-SW-SR-4B, R-MR-SW-SR-7 Part No. MR-SW-SR-0.5, MR-SW-SR-2, MR-SW-SR-4, MR-SW-SR-4B, MR-SW-SR-7 SLOT FOR /4 T-BOLT OR HEX BOLT Rail material: 6063-T5 extruded aluminum alloy SLOT FOR 3/8 T-BOLT OR HEX BOLT 2.25 Finish: Clear or black anodized Y X SLOT FOR 3/8 T-BOLT OR HEX BOLT.750 Properties Units Solar Mount Beam Height in 2.250 Approximate Weight plf 0.700 Total Cross Sectional Area Area Momemnt of Inertia X-Axis in² in 4 0.588 0.299 Area Momemnt of Inertia Y-Axis in 4 0.038 Tensile Strength MPa 90.249 Yield Stregth MPa 65.732 Elogation (G.L.=25mm) % 7.2 Hardness (HR5T) updated 6/2/202 7 Typical Composition Material % Si % Fe % Cu % Mn % Mg % Zn % Ni % Cr % Pb % Sn % Ti % Al 6063 0.3972 0.2679 0.0469 0.0666 0.4936 0.0436 0.0056 0.0205 0.000 0.0044 0.088 98.6 TM Solar Warehouse is a registered trademark and DBA of Calmonte Corporation. 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount End Clamp Part No. R-MR-SW-EC-35, MR-SW-EC-35B, R-MR-SW-EC-35B R-MR-SW-EK-40, MR-SW-EK-40B, R-MR-SW-EK-40B R-MR-SW-EF-45, MR-SW-EF-45B, R-MR-SW-EF-45B R-MR-SW-EE-50. MR-SW-EE-50, MR-SW-EE-50B R-MR-SW-EE-50B Module End clamp material: 6005-T5 extruded aluminum alloy Finish: Clear or black anodized Bolt & nut material: 304 and/or 36 stainless steel End clamp weight: Varies based on height:.052-0.06 lbs Assemble mid clamp with one ¼ -20 T-bolt and one ¼ -20 ASTM F594 serrated flange nut Use anti-seize and tighten to 0 ft-lbs of torque Modules must be installed at least.5 from either end of a SWH solar mount rail End Clamp Rail Part Name Part Number Range of Heights (mm) Weight (lbs) (without Hardware) Y X Dimensions specified in inches unless noted C end clamp C black end clamp K end clamp K black end clamp F end clamp F black end clamp E end clamp E black end clamp MR-SW-EC-35 MR-SW-EC-35B MR-SW-EK-40 MR-SW-EK-40B MR-SW-EF-45 MR-SW-EF-45B MR-SW-EE-50 MR-SW-EE-50B 34-36 34-36 39-4 39-4 44-46 44-46 49-5 49-5.054.054.056.056.058.058.060.060 END CLAMP IS TOO LONG CORRECT FIT END CLAMP IS TOO SHORT 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount Mid Clamp Part No. R-MR-SW-MC-20, MR-SW-MC-20, MR-SW-MC-20B R-MR-SW-MC-20B Mid clamp material: 6005-T5 extruded aluminum alloy Finish: Clear or black anodized Bolt & nut material: 304 stainless and/or 36 stainless steel Mid clamp weight: 0.058 lbs (without hardware) Assemble mid clamp with one ¼ -20 T-bolt and one ¼ -20 ASTM F594 serrated flange nut Use anti-seize and tighten to 0 ft-lbs of torque Mid Clamp Rail Module Y X Dimensions specified in inches unless noted Applied Load Direction Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, Φ Tension, Y+ 32 (5876) 529 (2) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 4 (6) 4.58 2 (92) 0.330 Sliding, X± 42 (630) 52 (23) 2.72 79 (349) 0.555 INCORRECT CORRECT 9628 Valley Blvd. Rosemead, CA 9770 Phone 626-579-3288 info@esolarwarehouse.com RPS - sales@rpssolar.com - 858 755 4505-2478 San Bruno Cove, San Diego, CA 9230

SWH Solar Mount L-Bracket Part No.MR-SW-LB-90, R-MR-SW-LB-90, MR-SW-LB-90B R-MR-SW-LB-90B L-Bracket material: 6005-T5 extruded aluminum alloy Finish: Clear or black anodized Bolt & nut material: 304 stainless steel L-bracket weight: 0.24lbs Rail NOTE: Loads are given for the L-bracket to rail connection only; be sure to check load limits for standoff, lag screw, or other attachment method L-bracket Y X 2.00 3.00 Dimensions specified in inches unless noted Applied Load Direction Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Φ Sliding, Z± 766 (7856) 755 (3356) 2.34 4 (5077) 0.646 Tension, Y+ 859 (8269) 707 (344) 2.63 069 (4755) 0.575 Compression, Y- 3258 (4492) 325 (5893) 2 2004 (893) 0.65 Traverse, X± 486 (262) 23 (949) 2.28 323 (436) 0.664 9628 Valley Blvd. Rosemead, CA 9770 Phone 626-579-3288 info@esolarwarehouse.com RPS - sales@rpssolar.com - 858 755 4505-2478 San Bruno Cove, San Diego, CA 9230

SWH Solar Mount Splice Bar Part No. MR-SW-SB-0, MR-SW-SB-0B R-MR-SW-SB-0, R-MR-SW-SB-0B Rail plice bar Self-tapping screws Splice bar material: 6005-T5 extruded aluminum alloy Finish: Clear or black anodized Self-tapping screw material: 304 stainless steel Splice bar weight: 0.36 lbs A thermal break is required every 40 feet of continously connected rail. For additional concerns on thermal breaks in your specific project, please consult a licensed structural engineer Expansion joints prevent buckling of rails due to thermal expansion. Splice bars may be used for thermal expansion joints. To create a thermal expansion joint, slide the splice bar between the rail segments. Secure the splice bar with two screws on one side only. Footings (such as L-brackets or standoffs) should be secured normally on both sides of the splice. No PV module or mounting hardware component should straddle the expansion joint 9628 Valley Blvd. Rosemead, CA 9770 Phone 626-579-3288 info@esolarwarehouse.com RPS - sales@rpssolar.com - 858 755 4505-2478 San Bruno Cove, San Diego, CA 9230

SWH Solar Mount Tile Strut Part No. R-MR-SW-TT-6, R-MR-SW-TT-6B SWH Racking System Data Sheet Base and Channel Nut Materials: 6005-T5 extruded aluminum alloy Ultimate tensile: 38 ksi; Yield: 35 ksi Clear or black anodized Fasteners and Flashing Materials: 304 stainless steel Tigten threaded rod onto channel nut to 4 ft-lbs torque *Product not recommended for clay or slat tiles. ** 5/6 x 3.5 stainless lag bolt included. SWTT08 6 ROD SWTT08B 6 ROD SWTT08S 4 ROD SWTT08SB 4 ROD Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Sources: American Wood Council, NDS 2005, Table.2a,.3.2A. Specific gravity Douglas Fir, Larch 0.50 Douglas Fir, South Engelmann Spruce, Lodgepole Pine Hem, Fir, Redwood (close grain).43 Hem, Fir (North) Southern Pine.55 Spruce, Pine, Fir.42 Spruce, Pine, Fir 2.50 MSR 650 f & higher 2 E of 2 million psi and higher grades of MSR and MEL 5 6 lag screw* specifications per inch thread depth 22 307 205 Thread depth Notes: () Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 0.3. in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. Axial Load Capacity Z Note: Loads are given for tile strut only. Check load limits for lag screw or other attachment methods X Y Part Ultimate Load lbs (N) X± Ultimate Load lbs (N) Y± Ultimate Load lbs (N) Z± Base Dimension W x L x H Assembled Weight SWTT08 6 rod 54 (685) 37 (609) 7688 (3498).75 x 8 x 0.936 lbs SWTT08 4 rod SWTT08S 6 rod 359 (597) 370 (646) 8569 (387).75 x 8 x 0.888 lbs 50 (667) 39 (68) 425 (8749).75 x 8 x 0.75 0.870 lbs SWTT08S 4 rod 33 (392) 33 (392) 4279 (9034).75 x 8 x 0.75 0.822 lbs *Independent Laboratory Tested 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount Standoff Kit Part No. R-MR-SW-HP-35S, MR-SW-HP-35SB, R-MR-SW-HP-35SB R-MR-SW-HP-5S, MR-SW-HP-5SB R-MR-SW-HP-5SB MR-SW-HP-5S MR-SW-HP-5SB MR-SW-HP-35S MR-SW-HP-35SB Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) 3.5 & 5 Standoff Materials: 606-T6 extruded aluminum alloy Ultimate tensile: 38 ksi; Yield: 35 ksi Mill finish or coated black Hardware Materials: 304 stainless steel Tighten 3/8 hex nut to L-bracket to 20 ft-lbs torque Kit Includes: 3.5 or 5 x OD Solid Coated Aluminum Standoff 5/6 x 5 Stainless Hanger Bolt 3/8 x SS Hex Bolt 3/8 SS Flat Washer.5 x 5/6 x /8 SS Heavy Flat Washer.5 x 5/6 x /8 Rubber Gasket *Illustration not to scale Sources: American Wood Council, NDS 2005, Table.2a,.3.2A. 2 Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine Hem, Fir, Redwood (close grain) Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir MSR 650 f & higher 2 Specific gravity 0.50.43.55.42.50 E of 2 million psi and higher grades of MSR and MEL 5 6 lag screw* specifications per inch thread depth 22 307 205 Thread depth Notes: () Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 0.3. in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. Axial Load Capacity Note: Loads are given for standoff only. Check load limits for lag screw or other attachment methods Part Ultimate Load (lbs) Y± Ultimate Load (lbs) Z± Standoff Dimension OD x H Assembled Weight R-MR-SW-HP-35S 893 860 x 3.5 0.444 lbs R-MR-SW-HP-5S 928 9007 x 5 0.562 lbs *Independent Laboratory Tested 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount Flat Tile Roof Bar Part No. MR-SW-RB-.0FT R-MR-SW-RB-.0FT Roof bar material: 304 stainless steel Bolt & nut material: 304 stainless steel Roof bar weight:.86 lbs (not including hardware) Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Sources: American Wood Council, NDS 2005, Table.2a,.3.2A. Specific gravity Douglas Fir, Larch 0.50 Douglas Fir, South Engelmann Spruce, Lodgepole Pine Hem, Fir, Redwood (close grain).43 Hem, Fir (North) Southern Pine.55 Spruce, Pine, Fir.42 Spruce, Pine, Fir 2.50 MSR 650 f & higher 2 E of 2 million psi and higher grades of MSR and MEL 5 6 lag screw* specifications per inch thread depth 22 307 205 Thread depth Notes: () Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 0.3. in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws..22.33 5/6 5/6.8 4.72.32 2.36 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount Roof Hook Part No. R-MR-SW-RF-6, R-MR-SW-RF-6B MR-SW-RF6B, R-MR-SW-RF-5.8LP, R-MR-SW-RF-5.8LPB MR-SW-RF5.8LPB, MR-SW5.8LP Roof hook material: 6005-T5 extruded aluminum alloy Finish: Clear or black anodized Bolt & nut material: 304 stainless steel Roof hook weight: 0.674 lbs Attach Roof Hook Part A to Part B with one 5/6 x carriage bolt and one 5/6 ASTM F594 serrated flange nut. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Sources: American Wood Council, NDS 2005, Table.2a,.3.2A. Specific gravity Douglas Fir, Larch 0.50 Douglas Fir, South Engelmann Spruce, Lodgepole Pine Hem, Fir, Redwood (close grain).43 Hem, Fir (North) Southern Pine.55 Spruce, Pine, Fir.42 Spruce, Pine, Fir 2.50 MSR 650 f & higher 2 E of 2 million psi and higher grades of MSR and MEL 5 6 lag screw* specifications per inch thread depth 22 307 205 Thread depth Notes: () Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 0.3. in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. 3/8 6 5.57.34 4.33 2.25 6.3 2.25 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH Solar Mount Flashed L-feet Kit R-MR-SW-FL-20H, Part No. MR-SW-FL-20H, R-MR-SW-FL-20HB MR-SW-FL20HB Raised L-feet material: 6005-T5 extruded aluminum alloy Flashing material: Steel powder coated silver/black Bolt & nut material: 304 stainless steel Raised L-feet weight:.372 lbs (not including hardware) Flashing weight:.04 lbs (not including hardware) Attach 5/6 x 7 /2 lag bolt through raised L-feet and flashing to the rafter below roof. Use stud finder tool and drill a pilot hole before anchoring down with lag bolt. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Sources: American Wood Council, NDS 2005, Table.2a,.3.2A. Specific gravity Douglas Fir, Larch 0.50 Douglas Fir, South Engelmann Spruce, Lodgepole Pine Hem, Fir, Redwood (close grain).43 Hem, Fir (North) Southern Pine.55 Spruce, Pine, Fir.42 Spruce, Pine, Fir 2.50 MSR 650 f & higher 2 E of 2 million psi and higher grades of MSR and MEL 0 5 6 lag screw* specifications per inch thread depth 22 307 205 Thread depth Notes: () Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 0.3. in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. 2.23.88 2 4.35 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

SWH TOP MOUNT GROUNDING CLIP Part No. R-ES-SW-GC-0 EA-SW-GC-0 SWH SIDE MOUNT GROUNDING BOLT Part No. R-EA-SW-GB-0 /4 FLANGE NUT END CLAMP MID CLAMP MODULE *Method of Marking: Laser marking or machine stamped *Method of Marking: Laser marking or machine stamped /4 X 2 T-BOLT Figure. Slide or drop SW-GC-0 grounding clip into top mounting slot of rail. Torque modules in place to 0 ft-lbs. Nibs will penetrate rail and module anodization and create grounding path through rail. *NOT TO SCALE Figure 3. Place grounding bolts on both sides of splice with 0 AWG copper wire loop as shown. If using single ground wire method, be sure wiring between rails is not taut. SWH STANDARD RAIL 3/8 HEX BOLT 3/8 FLAT WASHER SWH STANDARD RAIL Figure 2. Slide SW-GB-0 grounding bolt into side mounting slot of rail. Torque bolt to 0 ft-lbs. Nibs will penetrate rail anodization and create grounding path through rail. *NOT TO SCALE SINGLE GROUND WIRE FOR ENTIRE ARRAY KEY PV Module SWH STANDARD RAIL GROUNDING CLIP SPLICE GROUNDING BOLT ALTERNATE WIRING FOR IN-LINE SPLICES COPPER WIRE 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA 9770-858 755 Phone 4505-2478 626-579-3288 San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230