RPS - sales@rpssolar.com San Bruno Cove, San Diego, CA 92130

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1 RPS - sales@rpssolar.com San Bruno Cove, San Diego, CA 9230

2 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 Approximate Weight plf Total Cross Sectional Area Area Momemnt of Inertia X-Axis in² in Area Momemnt of Inertia Y-Axis in Tensile Strength MPa Yield Stregth MPa 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 TM Solar Warehouse is a registered trademark and DBA of Calmonte Corporation Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

3 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: 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 END CLAMP IS TOO LONG CORRECT FIT END CLAMP IS TOO SHORT 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

4 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: 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) (3557) Transverse, Z± 63 (279) 4 (6) (92) Sliding, X± 42 (630) 52 (23) (349) INCORRECT CORRECT 9628 Valley Blvd. Rosemead, CA 9770 Phone info@esolarwarehouse.com RPS - sales@rpssolar.com San Bruno Cove, San Diego, CA 9230

5 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 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) (5077) Tension, Y+ 859 (8269) 707 (344) (4755) Compression, Y (4492) 325 (5893) (893) 0.65 Traverse, X± 486 (262) 23 (949) (436) Valley Blvd. Rosemead, CA 9770 Phone info@esolarwarehouse.com RPS - sales@rpssolar.com San Bruno Cove, San Diego, CA 9230

6 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 info@esolarwarehouse.com RPS - sales@rpssolar.com San Bruno Cove, San Diego, CA 9230

7 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 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 lbs SWTT08 4 rod SWTT08S 6 rod 359 (597) 370 (646) 8569 (387).75 x 8 x lbs 50 (667) 39 (68) 425 (8749).75 x 8 x lbs SWTT08S 4 rod 33 (392) 33 (392) 4279 (9034).75 x 8 x lbs *Independent Laboratory Tested 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

8 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 E of 2 million psi and higher grades of MSR and MEL 5 6 lag screw* specifications per inch thread depth 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 x lbs R-MR-SW-HP-5S x lbs *Independent Laboratory Tested 9628 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

9 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 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 /6 5/ Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

10 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: 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 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/ Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

11 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 lag screw* specifications per inch thread depth 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 Valley Blvd. RPS Rosemead, - sales@rpssolar.com CA Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230

12 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 Phone San Bruno Cove, San info@esolarwarehouse.com Diego, CA 9230