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Solar Panel Specs 15. 0769
Design Assistant I Roof Mount I IronRidge Page 1 of 3 Project Report hailLIRONRI a Solar Mounting Made Simple ID Project Details Name 5510 Crossandra Street SE Date 2015-07-06 Module Heliene: 72M HD 335W Total Modules 23 Dimensions 39.1"x 77.0"x 1.6" Total Watts 7,705 Tilt 30° Attachment Pts 44 CJJTY OF PRIOR LAKE Load Assumptions Building Details I ROT P REVIEW Wind Exposure B Building Heighit i(FTOA Wind Speed 105 mph Roof Slope 30 BATE9 l i PERMIT NO. Ground Snow Load 50 psf Risk CategoryACCEPTE S SUBMITTED Attachment Spacing 4.0 ft ,e____ � li0 ACCEPTED WITH CORRECTIONS AS NOTED �3i9” Spa"? 0 NOT ACCEPTED-CORRECT& RESUBMIT These comments are for your information.All work shall be done Engineering Validation in full compliance with all applicable building&zoning code requirements including items not specifically noted in this review. RAILS - w ES. XRIO XR100 XR1000 0 0 0 TOTAL PROJECT COST $2,296 MAX SPAN ♦>,Spa n [portrait] 10 Zone 1 Separate permits are required,,,, 4'8" 6' 1" Zone 2 for 3'2" 4'8" 6' 1" Zone 3 y 3'2" 4'8" 6' 1" MAX CANTILEVERI utslde Se ' a i 9 .. [portrait] Electrica , lam. Zone 1 1'3" 1' 10" 2'5" Zone 2 1'3" 1' 10" 2'5" Zone 3 1'3" 1' 10" 2'5" LOADS ZONES(portrait) DOWN 1 (lbs) UPLIFT T(lbs) LATERAL H(lbs) Zone 1 306.0 -111.0 157.0 Zone 2 306.0 -137.0 157.0 Zone 3 306.0 -137.0 157.0 SubArray Information Columns Rows Orientation Required Rail Provided Rail Attach Pts Clamps Splices 9 1 Portrait 29'9" 1 set of 31.0' 16 4 End Clamps 2 [1 x 17', 1 x 14'] 16 Mid Clamps 2 1 Portrait 6'9" I set of 11.0' 4 4 End Clamps 0 [1 x 11'] 2 Mid Clamps 5 1 Portrait 16'7" 1 set of 17.0' 10 4 End Clamps 0 [1 x 17'] 8 Mid Clamps • 3 1 Portrait 10' 1" 1 set of 11.0' 6 4 End Clamps 0 [l x 11'] 4 Mid Clamps 4 1 Portrait 13'4" 8 0 http://www.ironridge.com/rm/quotation/print 7/6/2015 Design Assistant I Roof Mount I IronRidge Page 2 of 3 Columns Rows Orientation Required Rail Provided Rail Attach Pts Clamps Splices 1 set of 14.0' 4 End Clamps [1 x 14] 6 Mid Clamps Weight Details Total Weight Weight/Attachment Distributed Weight 1254 lbs 28.5 lbs 2.6 psf • 4111 http://www.ironridge.com/rm/quotation/print 7/6/2015 Design Assistant I Roof Mount I IronRidge Page 3 of 3 Bill of Materials • Part No. Description Spares Qty.MSRP Ea Price XR-100-132A XR100,Rail 132"(11 Feet)Clear 0 4 $58.00 $232.00 XR-100-168A XR100,Rail 168"(14 Feet)Clear 0 4 $73.80 $295.20 XR-100-204A XR100,Rail 204"(17 Feet)Clear 0 4 $89.60 $358.40 RS-GD-MCL- Kit,4pcs,Grounding Mid Clamp 2.25",Clear 0 9 $14.00 $126.00 225 29-7000-157 4-pack,End Clamp(C) 1.57",Mill 0 5 $12.00 $60.00 RF-FLSH-001 6-pack,IronRidge FlashFoot(Mill)(L-foot,lag-bolt 0 8 $132.00$1,056.00 included) XR-100-SPLC Kit,Splice XR100,Mill(1) 0 2 $8.00 $16.00 29-4000-077 Wire Clips,Molded PVC Black,Polybag 20 0 3 $14.00 $42.00 XR-100-CAP Kit,End Cap XR100(10 sets per bag) 0 1 $14.00 $14.00 RS-GDLG-002 Kit,2pcs,Grounding Lug T-Bolt 0 3 $14.00 $42.00 29-50TB-005 Kit,2pcs, 1/4 x 3/4 Microinverter Mounting,T-Bolt 0 12 $3.00 $36.00 RS-GDST-001 Kit,2pcs,Grounding Strap 0 1 $18.00 $18.00 Total Price$2,295.60 Price/Watt $0.30 Total Weight 189 lbs US prices only IronRidge makes no representation or warranty,either express or implied,of any kind with respect to this software or its contents 410 (such as product information,recommendations,applicability,descriptions or prices)including,but not limited to,merchantability and fitness for a particular purpose,how current it is,its accuracy,its completeness,product availability,its security or that defects will be corrected. ©IronRidge 2012.All rights reserved. http://www.ironridge.com/rm/quotation/print 7/6/2015 Ett (01,-,eno US FliterteC 4008083 *Class A* Fire Rated • U Rr / hn fil et INSTALLATION MANUAL I RON RI DGE CONTENTS 0 DISCLAIMER 1. RATINGS 1 CHECKLIST 2 .PRIMARY COMPONENTS 3 O,ATTACH...BASES 3 1. PLACE RAILS 3 .n..S.EC.i,IRE..L.UG 4 $...QLAMP MODULES 4 EXPANSION JOINTS 5 ELECTRICAL DIAGRAM 5 Q.PTIONAL..C.Q.M.PQNENTS 6 ALT.ER.NATI.YS..LVOS 6 FLASHFOOT 6 END CAPS 7 WIRE..CLIPS 7 STANDOFFS Z FIXED TILT LEGS 8 ADJUSTABLE..TILT..LEOS S WARRANTY 9 DISCLAIMER This manual describes the proper installation procedures and provides minimum standards required for product reliability and warranty.Thoroughly understanding this manual is imperative to proper installation;failure to follow the guidelines set 0 forth can result in property damage, bodily injury, or even death. IT IS THE INSTALLER'S RESPONSIBILITY TO: • Comply with all applicable local or national building codes,including any that may supersede this manual. • Ensure all products are appropriate for the installation,environment,and array under the site's loading conditions. • Comply with roofing manufacturer's warranty terms including:using protective barriers between mounting and roofing and roof penetrations and removing all loose debris or gravel prior to installation. • Use only IronRidge parts or parts recommended by IronRidge;substituting parts may void any applicable warranty. • Ensure that the installation is completed by a licensed solar professional.All electrical installation and procedures should be conducted by a licensed and bonded electrician or solar contractor.All work must comply with national,state and local requirements. • Comply with all applicable fire codes including,but not limited to,keeping walkways clear and avoiding obstacles. • Ensure provided information is accurate.Issues resulting from inaccurate information are the installers'responsibility. • Confirm with the selected module manufacturer that the mounting is compatible with the selected module. RATINGS STRUCTURAL CODE PER ASCE 7-10 > All components covered in this manual(review Engineering Design Guide and CertificationLetters) INTEGRATED GROUNDING PER UL 2703 > Flush mount systems(tilt mount systems require other code-compliant grounding means) CLASS A FIRE RATED PER UL 1703 ROOF SLOPE MOUNT I i#• i FOE PAPAW Steep Slope ._,.. Flush _., ._Type 1 2,&3 Class A (z 9.5 degrees) Tilt 1: • Low Slope Flush Type 1 2 &3 Class A (<9.5 degrees) Tilt n Type 1 2 &3 , ? ... ,.�,.....mr�._a..�._._.,,,.,�,._..,.,_..,r.,...,_ . ................. ., _.,.,.s _,.., ...., . , . �, Class A.. •Class A rated PV systems can be installed on Class A,B,and C roofs. 02015IRQNRIDGE,INC.VERSION 2.25 i.'`1i.'i,;IP i` �ym 4 ti..;.�1ki.'1:,`p/_'N `A OTOOLS REQUIRED PRIMARY COMPONENTS ❑ Cordless Drill (non-impact) 204 in-lbs El Torque Wrench (0-240 in-lbs) I ❑ 5/16"Socket(deep) ; �\ ❑ 7/16"Socket(deep) ❑ 9/16"Socket(deep) XR Rail L-Foot Aluminum Aluminum ❑ 1/8"Allen Wrench _.,_ 84&20 in-lbs ❑ 3/8"Socket(for Tilt Legs) cojtiiii44TORQUE VALUES Iitzt. 111/ ❑ FlashFoot Lag Bolts(5/16"-9): Fully seat ❑ L-Feet Nuts(3/8"-16):204 in-lbs Internal Splice Grounding Strap Grounding Lug Aluminum Tinned Copper Tinned Copper&SS ❑ Internal Splice Screws(1/4"-14): Fully seat - -.-- 84in-lbs 84 in-lbs 84 in-lbs El Grounding Lug Nuts(1/4"-20):84 in-lb47 01,1. . s 04. •❑ Grounding Lug Set Screws(1/4"-28): 20 in-lbs ..� :4 ,,,' la ❑ End Clamp Nuts(1/4"-20): 84 in-lbsf ❑ Mid Clamp Nuts(1/4"-20):84 in-lbs End Clamp Mid Clamp Expansion Joint Aluminum Stainless Steel Tinned Copper&SS ❑ Expansion Joint Nuts(1/4"-20): 84 in-lbs OPTIONAL COMPONENTS El Tilt Leg Nuts(3/8"-16): 180 in-lbs ❑ Flush Standoff(5/16"-18): 139 in-lbs E Jo� O ii .._... ,......,n,mz Jr FlashFoot TM End Cap Wire Clip Aluminum Polycarbonate Polycarbonate . _.,-_ ...,. 139 in-lbs ..180 in-lbs R! liZ ..�.nw wog a,.d,a o,,^1 M., a4wEuawmaa:uaaaE ubaxoa- • Standoff Tilt Leg Aluminum&SS Aluminum 0 2015 IRONRIDGE,INC.VERSION 2.25 . •.a`Z2 : f1!',:trarX,V,`:l'' PRIMARY COMPONENTS ai'lliAL 111111 Components in this section are classified for Integrated Grounding (UL 2703). Follow these installation procedures to ensure compliance with the following standards: O INTEGRATED GROUNDING PER UL 2703 ";/ STRUCTURAL CODE PER ASCE 7-10 4m CLASS A FIRE RATED PER UL 1703 WITH TYPE 1,2,&3 SOLAR MODULES (FLUSH MOUNT,ANY ROOF SLOPE,ANY MODULE TO ROOF GAP,NO PERIMETER GUARDING REQUIRED) O ATTACH BASES # , r ROOF ATTACHMENTS 1, [ III 1 Install base attachments. Mount Slotted L-Feet on FlashFoot or compatible third-party roof attachments. . !EH Iii ► IronRidge's all-in-one FlashFoot roof attachment is for pitched, composition shingle roofs.Refer to Page d or provided manual. ► Compatible third-party roof attachments: • 5-5!Standing Seam Metal Root MMus • EcoFasten Green Fasten GF-1 Anchors • QuickMount PV Flush Mount$,lift Standoffs,and Tile Hook 1 NI I I I i I. Refer to Pages 7-8 for installing Standoffs or Tilt Legs. I 411 , , , , , 1. PLACE RAILS . A.CONNECT SPLICES (A ) Splice 6"Inside Rail Insert Internal Splice 6" into first rail and secure with star Fully Seat washer, Grounding Strap, and screw. Slide second railScrews over Internal Splice and secure. Ensure screws are fully dr —___ _ seated. Repeat for all splices, but with star washers and _ Grounding Straps only on one rail per row of modules. o. m, .._ , .. ► Rows exceeding 100 feet of rail must use Expansion Joints. ► For XR10 and XR100 rails,insert screws along the provided lines. \., Grounding Straps Only �- Needed on One Rail \� i �..,. per Row of Modules ► Don't use rail splices in middle 1/3 of interior spans or end spans. �. Q Screws can be inserted on front or back of rails. B.ATTACH RAILS (g Torque to `\ 204 in-lbs Slide 3/8"-16 hardware into side-facing rail slot. Spaces"_ bolts to match attachment spacing. Drop rail with hardware -- -.P. ----.� into Slotted L-Feet. Level rail at desired height, then torque -1, a —141,,-----,__ to 204 in-lbs. � ! :. -`�'---.'- 0► If using Mid Clamps with hex bolts,slide bolts into top rail slot. 4 Rail and L-Feet can face either upslope p pe or downslope on roof. 0 201$IRONRIDGE,INC.VERSION 2.25 c r .,,.:i2ia�.1161/« `1�;'`� ,���`"�§;r, i iP� Yn Y �/• \• 1. 2. SECURE LUG Ailf ROUNDING LUG Assemble GroundingLugwithprovided hardware.Torque 4sNut q (e4 inabs) hex nut to 84 in-lbs. Install a minimum 10 AWG solid �, setscrew \f 1 (20 inabs) copper grounding wire.Torque set screw to 20 in-lbs. ► Grounding hardware is only needed on one rail per row of t r ; �i modules.Grounding Lugs must be installed on same rail as \\ " 11°4. Grounding Straps. , � a\ 4'�, \\- ` q I ic 3 CLAMP MODULES ` A. FIRST END CLAMPS (A I„.._._,. ..itPlace first module a minimum of 1.5”from rail ends. Slide I -0 End Clamps into both rails and hook over of module. ;► Torque to Torque to 84 in-lbs. \ ea in lbs Q Ensure rails are square before placing modules. \ `4 2 Hold End Clamps while torquing to prevent rotation. \� \ rq 9 B. MID CLAMPS (S> t Leave 112 !1.Drop in Clamps Gap Between Parallel to Rail Place second module into position, leaving a 1/2"gap Modules CP between it and the previous module. While holding module in place,drop Grounding Mid Clamps into rail slots and ,'- rotate nuts to engage T-bolts. T 2.Rotate Nuts to Engage Botts Slide second module flush against clamp tabs. Once Place Second Module in Rail slot clamp teeth are in contact with both module frames and into Portion the bolts are properly aligned in slots, torque to 84 in-lbs. Repeat procedure for each following module. 1/4'Gap I Torque to 84 in-lbs ► Make sure indent at top of T bolt is perpendicular to rail slot to T, o -_� ensure T bolts are properly seated. �d --- :, � ► If using Standard Mid Clamps with ETL-listed WEER Clips,refer to . '--- �i.; ---_ WEER Installation Instructions.Torque to 120 in-lbs. Niammums, T-Bolt Indent Slide Second Module ji Perpendicular Flush Against Tabs to Rail C. LAST END CLAMPS ,C) i Place last module in position on rails, a minimum of 1.5" i from rail ends. Slide End Clamps into both rails, ensuring it /////// is hooked over top of module.Torque to 84 in-lbs. ills. Repeat all steps for each following row of modules. 0 2015 IRONRIDGE,INC.VERSION 2.25 EXPANSION JOINTS If t. 1110 GROUNDING STRAP EXPANSION JOINT i 44-11) 3/6"From End Grounding Strap Expansion Joints are required for thermal expansion of rows exceeding 100 feet of rail l Jr .0 f[T4%-lbsto Insert Internal Splice into first rail and secure with screw. w cs IV' ,,,,„::ii Assemble and secure Grounding Strap 3/8"from rail '`4- end. Slide second rail over Internal Splice leaving 1"gap ;► f' between rails.Attach other end of Grounding Strap with \�\ , i / \\ hardware, and torque hex nuts to 84 in-lbs. �� / o. Second Internal Splice screw is not used with Expansion Joints. � ®\ / �1"Gap ► Do ngt install module over top of expansion joint location. I! Fully Seat \ 6"Inside Rail \\ Screw ELECTRICAL DIAGRAM ,, ,!. i, 70 O O ® _ _ O O O� 40 F-10 O O O O OJ Co 0 o Mo 0 0 Co O O _ _ _ _ o O o_1 O End Clamp • Grounding Lug -- Grounding Minimum Strap 10 AWG Copper Wire 0 Grounding I Internal Splice (Rail Connection) • Mid Clamp •R015 IRONRIDGE,INC.VERSION 2.25 , -ey, asi-1:1 Mil al'e i:ULri`A.,' OPTIONAL COMPONENTS ' - ' ' Ardifik 410 Components in this section are not required for Integrated Grounding (UL 2703).The markings below indicate that the component complies with or does not violate the requirements of the listing indicated: O INTEGRATED GROUNDING PER UL 2703 0 STRUCTURAL CODE COMPLIANCE PER ASCE 7-10 C9 CLASS A FIRE RATED PER UL 1703 WITH TYPE 1 &2 MODULES(TILT MOUNT,ANY ROOF SLOPE)* 3CLASS A FIRE RATED PER UL 1703 WITH TYPE 3 MODULES(TILT MOUNT, <9.5 DEGREE ROOF SLOPE)* *APPLICABLE TO ANY MODULE TO ROOF GAP FOR MODULE TILT OF 1 DEGREE AND HIGHER.DOES NOT REQUIRE PERIMETER GUARDING. ALTERNATIVE LUGS 0 0 C' WEEB LUGS Review Wiley WEEK Installation Insttuctions, using 6-10 0 AWG (minimum) solid copper grounding wire.Torque hex ' nut to 120 in-lbs and set screw to 84 in-lbs. • illIrl, ,. ,, ;-....- FLASH FOOT 0 -,,,,..,,, ,_. , Locate and mark locations on roof. Drill 1/4"pilot holes and backfill with approved sealant. Slide flashing between 1st and 2nd course of shingles. Line up pilot hole and insert !* lag bolt through washer, L-Foot, and flashing. Fully seat. ► Replace L-Foot with U-Foot and add 0P40-SSotted Bracket with an extra flat washer per foot,if using Flash Foot with Tilt Legs. N. 9 L-Foot can face either upslope or downslope on roof. i 1 • ..... �` 1 �!2015 IRONRIDGE,INC.VERSION 2.25 ��.� .,kS...;� �`��'��!'`J:�� ,�'.::'�:�`�� END CAPS (D v C' ' - ' 4,17: r.,1,,,,,, 4111 End Caps add a completed look and keep debris and pests from collecting inside rail. � \ Firmly press End Cap onto rail end. 9 End Caps come in sets of left and right.Check that the proper 44, amount of each has been provided. is e U WIRE CLIPS Q ". Wire Clips offer a simple wire management solution. \ Press Clip Snap Clip into Slotii% Closed Firmly press Wire Clip into top rail slot. Run electrical wire \' through open clip. Snap closed once all wires have been �� `rt, placed. �� 1 � , � ` � �� % STANDOFFS Q '° t, ,'_ , 410 FLUSH STANDOFFS ,o^.,•, �' apti, Torque to •\ 'r '' 139 in-lbs Attach Standoffs to roof locations with lag bolts(not / included). Place flashing over Standoff.Attach L-Foot on - \ - Standoff washer with hardware.Torque to 139 in-lbs. �, p. Only attach to Tilt Legs if assembly is tilted 10 degrees or less. =ti E � I ' ° 4111111;211.—Th TILT STANDOFFS Refer to Quick Mount PV's Low SlopeRoofMount Manual. i i 411k �--' ::STM. left. - _ _- 410 ;•2015 IRONRIDGE,INC.VERSION 2.25 "arc Re.c1,t,:i.+,3;. 11Maaail'1; '" s$ FIXED TILT LEGS .. a A.MOUNT U-FEET (A )• _.._,..... Mount U-Feet to roof attachments, torquing as required by kb roof attachment manufacturer's specifications. c I a / ____J B. PLACE TILT LEGS f / >/ 1 / / / Place Tilt Legs into U-Feet, inserting 3/8"-16 bolts with 1 / ! washers into holes and attaching nuts. Finger tighten. ' ' x /` , / , Finger Tighten l C.ATTACH RAILS (C >. _.__ . _,. Slide bolts into 3/8" rail slots,then line up rails with Tilt to Desired Angle Legs and attach. Place nuts and finger tighten.Tilt to Torque to 180 in-lbs desired angle and tighten all bolts to 180 in-lbs. „- •► Check with module manufacturer for rail placement specifications.Place rails from module's edge,up to 20%of module's length. 1:2: Q Use a straightedge across the rails,pivot legs,and adjust tilt until rails are flush with straightedge. . . ADJUSTABLE TILT LEGS 0 C9c3 A.ASSEMBLE TILT LEGS Join Inner and Outer Legs ip if For Adjustable Tilt Legs After mounting U-Feet,join inner and outer legs with hardware, then place Tilt Legs into U-Feet and attach. / / P. Refer to Fixed Tilt Leg instructions(above)for more details. o, o B.ATTACH PIVOT BRACKETS 1. Tilt to Desired Angle Slide bolts into 3/8" rails slots, attaching pivot brackets Torque to 180 in-lbs to north rails,then line up rails with Tilt Legs and attach. Adjust legs to desired length,tilting assembly to desired •♦;� 4. angle, and then tighten all bolts to 180 in-lbs. • , 0► Place rails from module's edge,up to 20%of module's length. Pivot Bracket CO 2015 IRONRIDGE.INC.VERSION 2.25 s r .1:e: .i `sE:211,',r11MMNT WARRANTY 0 Effective for IronRidge, Inc. ("IronRidge") mounting structure components("Products") manufactured after April 1st, 2012, IronRidge provides the following warranties, for Products installed properly and used for the purpose for which the Products are designed: • finishes shall be free of visible defects, peeling, or cracking, under normal atmospheric conditions,for a period of three (3)years from the earlier of(i)the date of complete installation of the Product or(ii)thirty days after the original purchaser's date of purchase of the Product("Finish Warranty"); • components shall be free of structurally-related defects in materials for a period of ten (10)years from the earlier of(i) the date of complete installation of the Product or(ii)thirty days after the original purchaser's date of purchase of the Product; • components shall be free of functionally-related manufacturing defects for a period of twenty(20)years from date of manufacture. The Finish Warranty does not apply to: (a) surface oxidation of the galvanized steel components or any foreign residue deposited on Product finish;and (b) Products installed in corrosive atmospheric conditions, as defined solely by IronRidge; corrosive atmospheric conditions include, but are not limited to,conditions where Product is exposed to corrosive chemicals,fumes, cement dust, salt water marine environments or to continual spraying of either salt or fresh water.The Finish Warranty is VOID if(c)the practices specified by AAMA 609&610-02—"Cleaning and Maintenance for Architecturally Finished Aluminum"(www.aamanet.org) are not followed by Purchaser for IronRidge's aluminum based components; and (d) if the practices specified by ASTM A780/A780M-09"Standard Practice for Repair of Damaged and Uncoated Areas of HotDip Galvanized Coatings"are not followed by Purchaser for IronRidge's galvanized steel- based components. The warranties above do not cover any parts or materials not manufactured by IronRidge, and exclude nonfunctionally- 0 related defects, as defined solely by IronRidge.The warranties do not cover any defect that has not been reported to IronRidge in writing within twenty(20)days after discovery of such defect. In the event of breach of or non-compliance with the warranties set forth above, IronRidge's sole obligation and liability, and the sole and exclusive remedy for such breach or non-compliance, shall be correction of defects by repair, replacement,or credit, at IronRidge's sole discretion. Such repair, replacement or credit shall completely satisfy and discharge all of IronRidge's liability with respect to these warranties. Refurbished Product may be used to repair or replace the defective components.Transportation, installation, labor,or any other costs associated with Product replacement are not covered by these warranties and are not reimbursable.These warranties additionally do not cover(a) normal wear, or damage resulting from misuse, overloading, abuse, improper installation (including failure to follow professional instruction and certification), negligence,or accident, or from force major acts including any natural disasters, war or criminal acts;and (b) Products that have been altered, modified or repaired without written authorization from IronRidge or its authorized representative;and (c) Products used in a manner or for a purpose other than that specified by IronRidge.A formal document proving the purchase and the purchase date of the Product is required with any warranty claim. Except as set forth above, IronRidge sells the Products on an"AS IS"basis, which may not be free of errors or defects, and ALL EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, QUALITY, WORKMANLIKE EFFORT, CORRESPONDENCE TO DESCRIPTION, DESIGN,TITLE OR NON-INFRINGEMENT, OR ARISING FROM COURSE OF DEALING, COURSE OF PERFORMANCE OR TRADE PRACTICE,ARE HEREBY DISCLAIMED. • 122015IRONRIDGE,INC.VERSION 2.25 Vi,"i. :i�:iri:ieitaC1t:`AW.Ut.M.1 ./Alik IRON RIDGE FlashFootTM • c) ' 1 I I il /Ms EDGE TOWARDS 11 1 $ ROOF RIDGE 11 , 11 If ( 12.00) 1 ® :41V/71 C) 1 C.)_TTIP, IT 'TT- i (3.00) kill i ( , 6 00) •i- 0 , *. ''' -0 ( 12 00) ' , 4 0 1 11111/ 1 (3.28) "i ;--- -; i i 1 ----E- 30) c4 (3.71 ) ., ® Certified compliant 1, with IBC and IRC. ^P Mo ES .. .. .._ NO, DESCRIPTION 'QTY, 1 LAG BOLT 5/16"-4 1/2" 18.8 SS ' I 2 5/16" EPDM BONDED WASHER 18.8 SS 3 SCL-101-3 1 L L -L _L_--4' KIT' IRONRIDGE FLASHFOOT 4 IR-OF-PLASHING 1 - 5 IR-OF- UPPORT 1 L (L-FOOT INCLUDED) :,--- - --,---,,- 1111/ 6 BOLT,3/8-16 X 1" HEX CS SS 1 ' A 1 0 7 NUT, FLANGE HEX 3/8-16S5 1 *Bill of materials shown is for a single FlashFoot assembly. 0 2014 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information. RF-FLSH-MAN Installation Overview Tools Required:tape measure, chalk line, stud finder, roofing bar, caulking gun with an approved sealant, drill Illirwith 1/4" bit and 1/2" socket. 1 2 ?.� nurse ..,. nus ae Locate rafters and snap vertical and horizontal lines Slide flashing, between 1st and 2nd course, so the to mark locations of flashings. Drill 1/4" pilot holes, top is at least 3/4" above the edge of the 3rd course then backfill with an approved sealant. and the bottom is above the edge of the 1st course. 3 4 io „.„..4, -,-.- , , ,..c,,,,,, .4 ,, ,,. rr' Line up pilot hole with flashing hole and insert lag The FlashFoot is now installed and ready for bolt through bonded washer, L-Foot, and flashing. IronRidge Rails. With provided L-foot fasteners pre- Tighten lag bolt until fully seated. loaded into rails, drop rails into open L-foot slots. Testing & Certification FlashFoot is certified for compliance with the International Building Codes (IBC) & International Residential Codes (IRC) by IAPMO-ES. Mechanical testing conformed to the standard for Testing and Analysis of Joist Hangers and Miscellaneous Connectors (EC002-2011), and rain testing conformed to the Underwriters Laboratory Standard for Gas Vents (UL 441-96 Section 25). Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Specific Gravity 5/16"Shaft,3"Thread Depth Douglas Fir,Larch .50 798 Douglas Fir,South .46 705 Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 705 Hem,Fir .43 636 Hem,Fir(North) .46 705 ioSouthern Pine .55 921 Spruce,Pine,Fir .42 615dV. Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798 9owcee:American Wood council,NDS 2005,Table 11.20,11.3.20;Notes:i1 Thread must be embedded in a taller or other structural roof member.1,1 See 190 for required edge ditancea ®2014 IronRidge,Inc.All rights reserved.License granted by EcoFasten Solar for U.S.Patent 8,272,174.Version 1.02 RF-FLSH-MAN Starling Madison son L gcuist, Inc. • ��ltR^ Rlt,r g tra,FrrU a? .JJito rrx ,A41 ,7;c i ni , r I 5224 . , ,! South 39t" Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes:ASCE/SEI 7-10 Min. Design Loads for Buildings& Other Structures International Building Code 2012 Edition 411/ Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual, 2010 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads(for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables 1A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. 41111 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge December 18,2014 Mr. David F. Taggart Page 2 of 20 41111 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 1A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(67.5" Max r Oduie ch) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 60 70 80 90psfpsfpsfpsf 1_135_10 psf psf psf psf 100 122 104 88 82 73 66 61 56 53 50 105 122 104 88 82 73 66 61 56 53 50 110 122 104 88 82 73 66 61 56 53 50 120 104 88 82 73 66 61 56 53 50 Category 130 112122 104 88 82 73 66 61 56 53 50 B 140 104 104 88 82 73 66 61 56 53 50 150 97 97 88 82 73 66 61 56 53 50 160 91 91 88 82 73 66 61 56 53 50 170 85 85 85 82 73 66 61 56 53 50 100 122 104 88 82 73 66 61 56 53 50 105 117 104 88 82 73 66 61 56 53 50 110 112 104 88 82 73 66 61 56 53 50 120 102 102 88 82 73 66 61 56 53 50 Category 130 94 94 88 82 73 66 61 56 53 50 4110 C 140 88 88 88 82 73 66 61 56 53 50 150 82 82 82 82 73 66 61 56 53 50 160 77 77 77 77 73 66 61 56 53 50 170 72 72 72 72 72 66 61 56 53 50 100 113 104 88 82 73 66 61 56 53 50 105 108 104 88 82 73 66 61 56 53 50 110 103 103 88 82 73 66 61 56 53 50 120 94 94 88 82 73 66 61 56 53 50 Category 130 87 87 87 82 73 66 61 56 53 50 140 80 80 80 80 73 66 61 56 53 50 150 75 75 75 75 73 66 61 56 53 50 160 70 70 70 70 70 66 61 56 53 50 170 66 66 66 66 66 66 61 56 53 50 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- IronRidge December 18, 2014 Mr. David F. Taggart Page 3 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 2A-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 2 (67.5" Max fvilodui F:h) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 109 104 88 82 73 66 61 56 53 50 105 103 103 88 82 73 66 61 56 53 50 110 98 98 88 82 73 66 61 56 53 50 120 90 90 88 82 73 66 61 56 53 50 Category 130 83 83 83 82 73 66 61 56 53 50 140 77 77 77 77 73 66 61 56 53 50 150 72 72 72 72 72 66 61 56 53 50 160 68 68 68 68 68 66 61 56 53 50 170 64 64 64 64 64 64 61 56 53 50 100 91 91 88 82 73 66 61 56 53 50 105 87 87 87 82 73 66 61 56 53 50 110 83 83 83 82 73 66 61 56 53 50 120 76 76 76 76 73 66 61 56 53 50 Category 130 70 70 70 70 70 66 61 56 53 50 • 140 65 65 65 65 65 65 61 56 53 50 150 61 61 61 61 61 61 61 56 53 50 160 57 57 57 57 57 57 57 56 53 50 170 54 54 54 54 54 54 54 54 53 50 100 84 84 84 82 73 66 61 56 53 50 105 80 80 80 80 73 66 61 56 53 50 110 76 76 76 76 73 66 61 56 53 50 120 70 70 70 70 70 66 61 56 53 50 Category 130 65 65 65 65 65 65 61 56 53 50 140 60 60 60 60 60 60 60 56 53 50 150 56 56 56 56 56 56 56 56 53 50 160 52 52 52 52 52 52 52 52 52 50 170 49 49 49 49 49 49 49 49 49 49 Notes—see page 20 411 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- IronRidge December 18,2014 Mr. David F. Taggart Page 4 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 3A-MAXIMUM SPANS(in}-Roof Slope 0°to 6°-Wind Zone 3(67.5" Max N bdu',: XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 87 87 87 82 73 66 61 56 53 50 105 83 83 83 82 73 66 61 56 53 50 __110 79 79 79 79 _ 73 66 61 56 53 50 120 72 72 72 72 72 66 61 56 53 50 Category 130 67 67 67 67 67 66 61 56 53 50 140 62 62 62 62 62 62 61 56 53 50 150 58 58 58 58 58 58 58 56 53 50 160 54 54 54 54 54 54 54 54 53 50 170 51 51 51 51 51 51 51 51 51 50 100 73 73 73 73 73 66 61 56 53 50 105 70 70 70 70 70 66 61 56 53 50 110 67 67 67 67 67 66 61 56 53 50 120 61 61 61 61 61 61 61 56 53 50 Category 130 56 56 56 56 56 56 56 56 53 50 • C 140 52 52 52 52 52 52 52 52 52 50 150 49 49 49 49 49 49 49 49 49 49 160 46 46 46 46 46 46 46 46 46 46 170 43 43 43 43 43 43 43 43 43 43 _100 67 67 67 67 67 66 61 56 53 50 105 64 64 64 64 64 64 61 56 53 50 110 61 61 61 61 61 61 61 56 53 50 120 56 56 56 56 56 56 56 56 53 50 Category 130 52 52 52 52 52 52 52 52 52 50 140 48 48 48 48 48 48 48 48 48 48 150 45 45 45 45 45 45 45 45 45 45 160 42 42 42 42 42 42 42 42 42 42 170 40 40 40 40 40 40 40 40 40 40 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- IronRidge December 18, 2014 Mr. David F. Taggart Page 5 of 20 40 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(67.5" Max Modi,1e 1.,',Etch) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 CateBgory 130 112 97 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 120 103 97 83 72 64 58 53 49 46 43 Category 130 96 95 82 72 64 58 53 49 46 43 • 140 89 89 80 71 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 160 79 79 76 69 63 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 Category 130 88 88 80 71 64 58 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 170 68 68 68 65 60 56 53 49 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge December 18, 2014 Mr. David F. Taggart Page 6 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 5A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(67.5" Max filod„EE XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 106 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 Category 130 83 83 83 72 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43 170 64 64 64 64 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category 130 71 71 71 71 64 58 53 49 46 43 C 140 66 66 66 66 64 58 53 49 46 43 • 150 62 62 62 62 62 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 84 84 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43 120 70 70 70 70 64 58 53 49 46 43 Category 130 65 65 65 65 64 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- IronRidge December 18, 2014 Mr. David F. Taggart Page 7 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3(67.5" Max Mod i,. r nth) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 87 87 83 72 64 58 53 49 46 43 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 Category 130 68 68 68 68 64 58 53 49 46 43 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 100 74 74 74 72 64 58 53 49 46 43 105 71 71 71 71 64 58 53 49 46 43 110 68 68 68 68 64 58 53 49 46 43 120 62 62 62 62 62 58 53 49 46 43 Category 130 58 58 58 58 58 58 53 49 46 43 C 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 170 44 44 44 44 44 44 44 44 44 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 110 62 62 62 62 62 58 53 49 46 43 120 57 57 57 57 57 57 53 49 46 43 Category 130 53 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 160 43 43 43 43 43 43 43 43 43 43 170 41 41 41 41 41 41 41 41 41 41 Notes—see page 20 • , Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- IronRidge December 18, 2014 Mr. David F. Taggart Page 8 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1(67.5" Max Moo ,!k h; XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 170 79 79 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 Category 130 85 84 75 68 63 59 56 52 49 46 C 140 81 80 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 140 75 75 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 170 64 64 62 58 55 52 50 48 46 44 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge December 18,2014 Mr. David F. Taggart Page 9 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 8A-MAXIMUM SPANS(in)-Roof Slope 28°to 45° Wind Zone 2(67.5" Max i'Vicia.Aik t.c ,Egthj XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 60 70 80 90 psf psf psf psf 1—p513 psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 0105 107 98 84 75 67 T61) 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Categonr� 130 94 91 80 72 66 61 56 52 49 46 B 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 C 140 76 76 72 66 62 58 55 52 49 46 • 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 D 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 46 44 Notes—see page 20 t, PIAll MaN Spar C I 1 0 esi yn SieY n Ll f� 0 , , , Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -9- IronRidge December 18, 2014 Mr. David F. Taggart Page 10 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 9A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 3(67.5" Max tVlua;a . f..d.. n; XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 • 160 78 78 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 C 140 76 76 72 66 62 58 55 52 49 46 111110 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 46 44 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 18, 2014 Mr. David F. Taggart Page 11 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 113-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 1(78.5" Max!Vioalu,e XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 114 97 82 76 68 61 56 52 49 46 105 114 97 82 76 68 61 56 52 49 46 110 114 97 82 76 68 61 56 52 49 46 120 114 97 82 76 68 61 56 52 49 46 Category 130 105 97 82 76 68 61 56 52 49 46 140 97 97 82 76 68 61 56 52 49 46 150 90 90 82 76 68 61 56 52 49 46 160 85 85 82 76 68 61 56 52 49 46 170 80 80 80 76 68 61 56 52 49 46 100 114 97 82 76 68 61 56 52 49 46 105 110 97 82 76 68 61 56 52 49 46 110 105 97 82 76 68 61 56 52 49 46 120 96 96 82 76 68 61 56 52 49 46 Category 130 88 88 82 76 68 61 56 52 49 46 C 140 82 82 82 76 68 61 56 52 49 46 4111/ 150 76 76 76 76 68 61 56 52 49 46 160 71 71 71 71 68 61 56 52 49 46 170 67 67 67 67 67 61 56 52 49 46 100 106 97 82 76 68 61 56 52 49 46 105 101 97 82 76 68 61 56 52 49 46 110 96 96 82 76 68 61 56 52 49 46 120 88 88 82 76 68 61 56 52 49 46 Category 130 81 81 81 76 68 61 56 52 49 46 140 75 75 75 75 68 61 56 52 49 46 150 70 70 70 70 68 61 56 52 49 46 160 66 66 66 66 66 61 56 52 49 46 170 62 62 62 62 62 61 56 52 49 46 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -11- IronRidge December 18,2014 Mr. David F. Taggart Page 12 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 2B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 2(78.5" Max rrioalu[e 1.er le ;h) XR100Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 101 97 82 76 68 61 56 52 49 46 105 96 96 82 76 68 61 56 52 49 46 110 92 92 82 76 68 61 56 52 49 46 Category 120 84 84 82 76 68 61 56 52 49 46 B 130 78 78 78 76 68 61 56 52 49 46 140 72 72 72 72 68 61 56 52 49 46 150 67 67 67 67 67 61 56 52 49 46 160 63 63 63 63 63 61 56 52 49 46 170 59 59 59 59 59 59 56 52 49 46 100 85 85 82 76 68 61 56 52 49 46 105 81 81 81 76 68 61 56 52 49 46 110 77 77 77 76 68 61 56 52 49 46 120 71 71 71 71 68 61 56 52 49 46 Category 130 66 66 66 66 66 61 56 52 49 46 C 140 61 61 61 61 61 61 56 52 49 46 • 150 57 57 57 57 57 57 56 52 49 46 160 53 53 53 53 53 53 53 52 49 46 170 50 50 50 50 50 50 50 50 49 46 100 78 78 78 76 68 61 56 52 49 46 105 75 75 75 75 68 61 56 52 49 46 110 71 71 71 71 68 61 56 52 49 46 120 65 65 65 65 65 61 56 52 49 46 Category 130 60 60 60 60 60 60 56 52 49 46 D 140 56 56 56 56 56 56 56 52 49 46 150 52 52 52 52 52 52 52 52 49 46 160 49 49 49 49 49 49 49 49 49 46 170 46 46 46 46 46 46 46 46 46 46 Notes—see page 20 • 'Starlin Madison Lofquist,Inc. Consulting ing Structural and Forensic Engineers -12- IronRidge December 18,2014 Mr. David F. Taggart Page 13 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 3B-MAXIMUM SPANS(in)-Roof Slope 0°to 6°-Wind Zone 3(78.5" Max IWioowe Let h) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 81 81 81 76 68 61 56 52 49 46 105 77 77 77 76 68 61 56 52 49 46 110 74 74 74 74 68 61 56 52 49 46 120 67 67 67 67 67 61 56 52 49 46 Category 130 62 62 62 62 62 61 56 52 49 46 140 58 58 58 58 58 58 56 52 49 46 150 54 54 54 54 54 54 54 52 49 46 160 50 50 50 50 50 50 50 50 49 46 170 48 48 48 48 48 48 48 48 48 46 100 68 68 68 68 68 61 56 52 49 46 105 65 65 65 65 65 61 56 52 49 46 110 62 62 62 62 62 61 56 52 49 46 120 57 57 57 57 57 57 56 52 49 46 Category 130 52 52 52 52 52 52 52 52 49 46 C 140 49 49 49 49 49 49 49 49 49 46 41) 150 45 45 45 45 45 45 45 45 45 45 160 43 43 43 43 43 43 43 43 43 43 170 40 40 40 40 40 40 40 40 40 40 100 63 63 63 63 63 61 56 52 49 46 • 105 60 60 60 60 60 60 56 52 49 46 110 57 57 57 57 57 57 56 52 49 46 120 52 52 52 52 52 52 52 52 49 46 Category 130 48 48 48 48 48 48 48 48 48 46 140 45 45 45 45 45 45 45 45 45 45 150 42 42 42 42 42 42 42 42 42 42 160 39 39 39 39 39 39 39 39 39 39 170 37 37 37 37 37 37 37 37 37 37 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -13- I , MrronRidge. David F. Taggart December 1418of 220140 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 4B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(78.5" Max Modutz i.e ,0th) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 105 91 77 67 59 54 49 46 43 40 120 105 91 77 67 59 54 49 46 43 40 Category 130 105 91 77 67 59 54 49 46 43 40 140 98 91 77 67 59 54 49 46 43 40 150 91 89 76 67 59 54 49 46 43 40 160 86 86 75 67 59 54 49 46 43 40 170 81 81 74 66 59 54 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 105 91 77 67 59 54 49 46 43 40 110 104 91 77 67 59 54 49 46 43 40 120 96 91 77 67 59 54 49 46 43 40 Category 130 89 89 76 67 59 54 49 46 43 40 140 83 83 74 66 59 54 49 46 43 40 • 150 78 78 73 65 59 54 49 46 43 40 160 73 73 71 64 58 54 49 46 43 40 170 69 69 69 62 57 53 49 46 43 40 100 105 91 77 67 59 54 49 46 43 40 105 101 91 77 67 59 54 49 46 43 40 110 97 91 77 67 59 54 49 46 43 40 120 89 88 76 67 59 54 49 46 43 40 Category 130 82 82 74 66 59 54 49 46 43 40 140 77 77 72 65 59 54 49 46 43 40 150 72 72 70 63 58 54 49 46 43 40 160 68 68 68 62 57 53 49 46 43 40 170 64 64 64 61 56 52 49 46 43 40 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -14- IronRidge December 18, 2014 Mr. David F. Taggart Page 15 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table SB-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(78.5" Max Modti, XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 99 91 77 67 59 54 49 46 43 40 105 95 91 77 67 59 54 49 46 43 40 110 91 91 77 67 59 54 49 46 43 40 120 84 84 77 67 59 54 49 46 43 40 Category 130 78 78 77 67 59 54 49 46 43 40 140 72 72 72 67 59 54 49 46 43 40 150 68 68 68 67 59 54 49 46 43 40 160 64 64 64 64 59 54 49 46 43 40 170 60 60 60 60 59 54 49 46 43 40 100 85 85 77 67 59 54 49 46 43 40 105 81 81 77 67 59 54 49 46 43 40 110 77 77 77 67 59 54 49 46 43 40 120 71 71 71 67 59 54 49 46 43 40 Category 130 66 66 66 66 59 54 49 46 43 40 C 140 61 61 61 61 59 54 49 46 43 40 • 150 57 57 57 57 57 54 49 46 43 40 160 54 54 54 54 54 54 49 46 43 40 170 51 51 51 51 51 51 49 46 43 40 100 78 78 77 67 59 54 49 46 43 40 105 75 75 75 67 59 54 49 46 43 40 110 71 71 71 67 59 54 49 46 43 40 120 66 66 66 66 59 54 49 46 43 40 Category 130 61 61 61 61 59 54 49 46 43 40 140 57 57 57 57 57 54 49 46 43 40 150 53 53 53 53 53 53 49 46 43 40 160 50 50 50 50 50 50 49 46 43 40 170 47 47 47 47 47 47 47 46 43 40 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -15- IronRidge December 18,2014 Mr. David F. Taggart Page 16 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6B-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3(78.5° Max Modde G..=r a Ith) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 81 81 77 67 59 54 49 46 43 40 105 78 78 77 67 59 54 49 46 43 40 110 74 74 74 67 59 54 49 46 43 40 Category 120 68 68 68 67 59 54 49 46 43 40 B 130 63 63 63 63 59 54 49 46 43 40 140 59 59 59 59 59 54 49 46 43 40 150 55 55 55 55 55 54 49 46 43 40 160 52 52 52 52 52 52 49 46 43 40 170 49 49 49 49 49 49 49 46 43 40 100 69 69 69 67 59 54 49 46 43 40 105 66 66 66 66 59 54 49 46 43 40 110 63 63 63 63 59 54 49 46 43 40 120 58 58 58 58 58 54 49 46 43 40 Category 130 54 54 54 54 54 54 49 46 43 40 C 140 50 50 50 50 50 50 49 46 43 40 • 150 47 47 47 47 47 47 47 46 43 40 160 44 44 44 44 44 44 44 44 43 40 170 41 41 41 41 41 41 41 41 41 40 100 64 64 64 64 59 54 49 46 43 40 105 61 61 61 61 59 54 49 46 43 40 110 58 58 58 58 58 54 49 46 43 40 120 54 54 54 54 54 54 49 46 43 40 Category 130 49 49 49 49 49 49 49 46 43 40 D 140 46 46 46 46 46 46 46 46 43 40 150 43 43 43 43 43 43 43 43 43 40 160 40 40 40 40 40 40 40 40 40 40 170 38 38 38 38 38 38 38 38 38 38 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -16- IronRidge December 18, 2014 Mr. David F. Taggart Page 17 of 20 411 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 7B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1.(78.5" Max Mcdak oaf dth} XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 89 84 74 67 61 56 52 48 45 43 140 85 82 72 65 60 56 52 48 45 43 150 81 79 70 64 59 55 52 48 45 43 160 77 76 68 62 58 54 51 48 45 43 170 73 73 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 89 84 74 67 61 56 52 48 45 43 120 84 81 72 65 60 56 52 48 45 43 Category 130 79 78 70 63 59 55 52 48 45 43 C 140 75 75 67 62 57 54 51 48 45 43 • 150 71 71 65 60 56 52 50 47 45 43 160 67 67 63 58 54 51 49 46 44 43 170 64 64 61 57 53 50 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 87 83 73 66 61 56 52 48 45 43 110 84 81 72 65 60 56 52 48 45 43 120 79 78 69 63 59 55 52 48 45 43 Category 130 74 74 67 61 57 53 50 48 45 43 140 70 70 65 60 56 52 49 47 45 43 150 66 66 62 58 54 51 48 46 44 42 160 63 63 60 56 53 50 47 45 43 42 170 60 60 58 54 51 48 46 44 42 41 Notes—see page 20 Starling11110 Madison Lofquist,Inc. Consulting Structural and q , Forensic Engineers -17- IronRidge December 18,2014 Mr. David F. Taggart Page 18 of 20 illIronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 8B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 2(78.5" Max Mottidis Lth,dth;! XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 56 52 48 45 43 B 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 62 58 54 51 48 45 43 170 69 69 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 88 84 74 67 61 56 52 48 45 43 120 81 81 72 65 60 56 52 48 45 43 Category 130 76 76 70 63 59 55 52 48 45 43 C 140 71 71 67 62 57 54 51 48 45 43 • 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 53 50 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 82 81 72 65 60 56 52 48 45 43 120 75 75 69 63 59 55 52 48 45 43 Category 130 70 70 67 61 57 53 50 48 45 43 D 140 66 66 65 60 56 52 49 47 45 43 150 62 62 62 58 54 51 48 46 44 42 160 58 58 58 56 53 50 47 45 43 42 170 55 55 55 54 51 48 46 44 42 41 Notes—see page 20 • Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -18- IronRidge December 18, 2014 Mr. David F. Taggart Page 19 of 20 • IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 9B-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 3(78.5" Max Moo.1. •: ;th; XR100Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 99 91 78 70 62 56 52 48 45 43 105 99 91 78 70 62 56 52 48 45 43 110 98 90 78 70 62 56 52 48 45 43 120 93 87 76 68 62 56 52 48 45 43 Category 130 88 84 74 67 61 56 52 48 45 43 140 82 82 72 65 60 56 52 48 45 43 150 78 78 70 64 59 55 52 48 45 43 160 73 73 68 62 58 54 51 48 45 43 170 69 69 66 61 57 53 50 48 45 43 100 94 88 76 69 62 56 52 48 45 43 105 91 86 75 68 62 56 52 48 45 43 110 88 84 74 67 61 56 52 48 45 43 120 81 81 72 65 60 56 52 48 45 43 Category 130 76 76 70 63 59 55 52 48 45 43 C 140 71 71 67 62 57 54 51 48 45 43 • 150 67 67 65 60 56 52 50 47 45 43 160 63 63 63 58 54 51 49 46 44 43 170 59 59 59 57 53 50 48 45 44 42 100 89 85 74 67 61 56 52 48 45 43 105 85 83 73 66 61 56 52 48 45 43 110 82 81 72 65 60 56 52 48 45 43 120 75 75 69 63 59 55 52 48 45 43 Category 130 70 70 67 61 57 53 50 48 45 43 140 66 66 65 60 56 52 49 47 45 43 150 62 62 62 58 54 51 48 46 44 42 160 58 58 58 56 53 50 47 45 43 42 170 55 55 55 54 51 48 46 44 42 41 Notes—see page 20 411 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -19- IronRidge December 18,2014 • Mr. David F. Taggart Page 20 of 20 IronRidge XR100 Rail,Roof Flush Mounting System—Structural°Analysis Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2, Risk Category 1 3, Solar maximum module long dimension is 67.5 inches for Tables 1A-9A and 78.5 inches for Tables 113,913. 4. Provide 2 in, clear between roof and rail 5, End cantilever span(max)=0.40 x maximum span from above tables 6. No rail splices in end spans 7. No rail splices in middle 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis a .times that the rails, including the connections and associated hardware,are installed in a workmanlike manner in accordance with the "TronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the lronRidge web site, IrortRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison>r ofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any qttfrestions.. "Professional Certification. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am duly Licensed Professional Engineer under the taws of the State of Minnesota" rry Respectfully yours, * , momstoomt Tres J. Warner,P.E. :PA 4000 Design Division Manager '.'! • • � 190 MO ftrlPfFwr ` • Starling Madison Latinist*Inc. Consulting Structural and Forensic Engineers 20- mr Q .. 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W N a IN O D � ''''' _ z ,.• /\: Z LL V 1►i 0 LL0 ‘ .... c, 3' o O °3 ® X ',.',CCy V O z '-3 z O< Zo 0 Ow U ,:s) 11111 S H O z..._,... • � W J ce H a w O u m o O ce */ k., \ ce X j " Lo 7 4o a U / , m M E ii- a O co ,- O t pay C <tig QQ a. 1 ` orOO o¥ oeo' _ W12X &1&1 LU MONO 4 * .k * 4 S _ 4 4 4 no 4 4 no e 4 * 7211 4 4 • HELIENE . 4 • . . PHOTOVOLTAIC * * * * 4 MODULES 4 no 4 4 4 4 4 4 4 4 .. . _ ..— 4 4 4 4 * 335 Wp , lialth *,,,,,, • . * no 4° _. Ignte 911 V , 17.5% 10 YEAR 10 GUARANTEED POSITIVE POWER SORTING:[-0:+499 WP] 11. DESIGNED FOR 1000V DC APPLICATIONS 25 YEAR MANUFACTURED ACCORDING TO INTERNATIONAL QUALITY SYSTEM STANDARDS:IS09001 HELIENE INC.IS A PREMIER SOLAR MODULE 11. H-BLACK INTEGRATION AVAILABLE(ALL-BLACK MODULE) MANUFACTURER,SERVICING THE GROWING SOLAR ENERGY MARKETS Of NORTH AMERICA. COMBINING PROVEN EUROPEAN TECHNOLOGY WITH NORTH AMERICAN INGENUITY ALLOWS LINEAR PERFORMANCE GUARANTEE HELIENE TO MAKE A REAL COMMITMENT IN 10 YEAR WORKMANSHIP WARRANTY • 25 YEAR LINEAR PERFORMANCE GUARANTEE PROVIDING SMARTER ENERGY CHOICES FOR THE FUTURE. 100% cc 95% ADDEO "Mebane Inc. . .g ,, Viliut FROM lit , 90% ,,,m z , NEs fp, , '', , Industry Standard • Hellen Inc85% www.heliene.com m 80% 0 5 10 15 20 25 YEARS 1211 ELECTRICAL DATA(SIC) DIMENSIONS FOR HELIENE 12M SERIES MODULES Peak Rated Power PmNP(W) 335 330 325 320 320 Maximimum Power Voltage VmRp(V) 38.213 37.963 37.723 37.483 37.483 Maximum Power Current ImGo(A) 8.830 8.763 8.688 8.612 8.612 _. _._992 mm ------_ _.. .. .'. .....__ ._.... ... Open Circuit Voltage VV,(V) 46.640 46.310 46.020 45.690 45.690 4amm Short Circuit Current Isc(A) 9.410 9.340 9.265 9.195 9.195 4n°emm Module Efficiency* Eff(%) 17.5 11.3 11.0 16.7 16.7 = f Power Output Tolerance F.0,+4.991 WP STC-sta+3oard Iebtt;ui+ciuchis.i+fan,atsw4 ?bUt Yuhrt r;•,,.n.. N6` ..,,¢,.u.:'. �. E LBi+:uiatod UsiM9.itZiS➢CNVuur6t pu* r tiax 4 w tine}+t 34uY@ vi+x.a ��7,�,�euit, •t - •.U: NIECHANICAL UATA ix°4mmI Dimensions(LxWxD) 1956x992x40mm(77x39x1.6inch) GROUNDING NW E i CABLE mmWeight 21 kg(46.3165) ' Output Cables >1.0 m(39 inch)symmetrical cables with MC4 type connectors Junction Box IP-65 rated with 3 bypass diodes(IP 67 Availableupon request) 4H_ YP svFrame Double webbed 15 micron anodized alrminum alloy B, Front Glass Low-iron content,high-transmission PV solar glass Solar Cells 72 Monocrystailine cells(156 x 156 mm) - IES UL Listed ULC/ORD-C1703-1,1111703 • IEC Listed IEC 61215,IEC 61130 a <.TEMPERATURE RATIr rz -.,I r.U)Yh lrw l +h"lr,li Nominal Operating Cell Modules per box: 25 pieces v .m +45°C(±2°C) Temperature(NOCT) Modules per 53'trailer: 750 pieces Temperature Coefficient of P,., -0.39%/°C • Temperature Coefficient of Vo -0.31%/°C ° Temperature Coefficient of lse 0.045%/°C 4 1• 2/20 rix MAXIMUM RATINGS Operational Temperature -40°C-+85°C Max System Voltage 1000V(UL/IEC) CERTIFICATIONS Max Series Fuse Rating 15 A C C • - (10 WARRANTY rMena Wm � 10 Year Manufacturers Workmanship Warranty 25 Year Linear Power Guarantee (Refer to product warranty page for details) CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. gin I+ ©2015 Heliene Inc.All rights reserved.Specifications included in this datasheet are subject to HELIENE change without notice. .W,+t+*°l,xt4 s 7 PIC i MA. S ;?/b8ra XCe Thank you for submitting your State of Minnesota Vendor ID number and installation agreement. I have updated your project status to confirmed reservation. The designated payee or funding recipient is Bruce 410 Fenlason. You must retain this letter and submit it as part of the interconnection application process with your utility. After your installer has secured approval for the utility interconnection and has installed the array,project applicants will need to update the application to ensure it reflects the "as-built" system that was installed. Once the application has been updated online, all parties to the project must sign the notice of completion,upload the required paperwork and submit the notice of completion. The incentive will start accruing on the date the production meter is installed and the system is producing energy. Project Extension Requests If the project cannot be completed in 2015, project applicants must submit an extension request by October 31, 2015. To receive an extension you must provide evidence that an order for solar modules has been made, such as a purchase order, and a timeline for completion of the project. Extension requests will be considered on a case by case basis. Incentive Payments Incentive payments will be based on the annual production(kWh) as reported by the utility. Please note that the e_ project must not exceed the maximum system size (DC)that was applied for in the original application. Incentives are paid in accordance with Minnesota State Statute [§216C.414] "Made in Minnesota" Solar Energy Production Incentive. The payment of an incentive is conditional on the project's compliance with program rules. • Questions If you have any questions,please send an email toIar help s�.mn..tsor review the Made in Minnesota Solar Incentive Program, ttitieih Thank you for supporting solar in Minnesota, Mr. Kim W. Havey,AICP, LEED AP Minnesota Department of Commerce Made in Minnesota Solar Program Coordinator 857th Place East, Suite 500, Saint Paul, MN55101 Phone:651-539-1761 Fax:651-539-0109 Kim.Havey@state.mn.us Imn.gov/made-in-minnesota S 2 • N o > a m O a CO co 0 N n c W C N 0 E1 S t f 4 7# N• O n (75 a) _ A L -0Z .2 7 O Y N 7, R id a „, U J Y y 'a� , o $ No w a> ,_ ,n •a ,- r- e f < c. 03u) dcON- 7tS§ 1415§,I i, O fJC pcconnecl 0 a t -O O I, m O AiPa€ a 8 N 2 a-o�reaoo d t N ..d. ET71 4. 4` r. € 1 rl,.�y, '§0.1 «- �' .. ;£n1 S2 tat '%+r a ` V' H 4,W01.0 :,j, ' 1 sr . 4t ,t c rn v MI Ito 4 r , t O �a 4•1 , 01: :,LIQ w m --0 x'11= 1.a k rs `4, ' a' " 4 -rv„ ! M 3-�*s" . 0 w d .-:!:,-%-Zer-Re9qlrqrtijtitkl.-girQV-FgarMiPrr4141104V-N-Pgati*:t1+i?-kk6o,oelt4imfmtdPig o 1,• -) 1. -§ # § i tt agtYte'l# r i � c ;, ts� , 41e , 1 t V a , -„,,,,,.......—„,....._„,..„.„,„........„,..„..,--.:.,t...,.:,– , o Elj a .,W c • Q RZ d cq m anyd dau U C p C Q ),i ,n c C l6 N r .w:-aaz°:a Ilillir • Xcel Energy Area EPS Customer, Bruce&Sarah Fenlason 01D2302827 1�t rt to..AT w,tot�y'',y�-,a,:tYL/,. i 411 5510 Crossandra St. SE' +-, yLc'Li; Prior Lake, MN 55372 612,251.2124 Main Service Meter Label 22 Bi-directional by Xcel , ,, Energy Meter Pro0N61#ora Mate l Installer: Bruce Fen#aeon 1 Phase 120/240V 1-ePot.d ori I 5523 Crossandre St. SE 200 Amp Self Contained §itilE gf h9tiffP , Prior Lake,MN 55372 Exterior East House Wall 2' 612.251,2124 200 Amp Main Main Service Panel Breaker 200 Amp ,..E,sv_uub, 120/240V `, ,' '. ;-'°; ,rsr} Single Phase L Nr"tt t" Located on East 4' Lab 122 1 interior basement Label 1 wall Production Meter Production Meter By Xcel Energyr -�� 1 Phase 120/240V Meter" "°�""' # '' " 200 Amp Self Contained 40 Amp CS. Exterior East House Wall Label 15 Adjacent to Main Service Utility AC Safety Disconnect 1-Phase, • W FINING Meter © 120/240V minimum 40 Amp k1 El IHn Al stio4 S Hr.rkr.o PNgTOV(JLTAi�C Visible Blades, Lockable, Readily unLinn Ac oiscoNNtci \ Accessible East house wall exterior Label 16 10' Label 6 wAHr�IruA Inverter with integral DC ik,U F( tit( Shoo(k rHA/AKo AJC Disconnect Solaredge SE6000A-US MFr I r�n ..i +.cinu Z[L . . A PV SYSitiV!Ut.:UISi.UNNLit( Labels o �\, i A VVANNING E,, 'i --1 Fit Int a b t t h 1-;;;Itot. D/C Label 20 .,, CAU r}ow:soL.A c,#Kt ur uisc.cr tier, Label i Label 3 30' Used on conduits Installation Heliene IAW NEC 72 Cell 23 72M335 MIM 0' Solaredge Power Optimizer Module Solar Array 23 Modules P400 ;< Batt a •-', ,44t P ill7.705 kW DC Total ule till t' 144 l? `1#4 rpr9.f , , 11;- °. :i41§o per anii( ir mA lN s0d ta( el i' I Label 19 bels Production Meter Label WARNING: N�ri -,,�r; , ,t-tutu'?' �I viri e I, • 1 TURN OF PROTOVOL.IAIC 11114r u,. At DISCONNECT PRIOR TO ';'' U `tr ''k'i-0 i ',, rIT Label 2 Photovoltaic Power Source WORKING INSIDE PANEI- o''F Nrt l�wi` uu IVOI DISLOivivEC I Label 20 Label 3 CAUTION: SOLAR CIRCUIT Label9 UNDER LOAD PV 5)`..§f-tri Eit.1.14t-tri,v4° E#.I Label 10 IVIDISCONNECTAIN I'V SYS! Iv� ; " ^. y7 ; Label4 A WARNING ��1f, , ,,-m--, IVIAIIV iv SYS I tiVipf 'fl i''h+fi rr ELECTRIC SHOCK HAZARD Label 11 AC DISCONNECT THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE Label 12 SOLAR Da DISCONNECT Label 21 , ,_ UNOROUNDED AND MAY RE ENERCALEL7 '"•''' `L p`'VVd4.tot ¢ritil imiii ,--.c�;r'' d'iitir4c42&trt�1`'S's:t II=El CAUTION r: x,1'.7 '�tw''I'5t4s'im' P r Apo- ,,,.,„,,,,,,,.. ia ,,,}T.c,,,b,4r .r Label 13 SOLAR EI t-1. FRP:SYST£1V1 ,t r „ -- --HojTow. t-0. 4zt rirmin e WARNINGA, CONNE(IED .. _ Label 5 ELECTRIC SHOCK HAZARD 22 WA. ivil1 -QUAL VOA,E1SOURCE � f IF A GROUND FALILT IS INDICA IED, Label 14 SECOt D SOURCE is PV SYST .M Pir14P1 i li,44 �t4 NORMALLY GROiJNDEU CONDUCTORS MAY CIF UNGROUNDED AND ENERGIZED C1. CAUTION IDLabel 15 WARNIN PHDTOVOLT AIC SYSTEP l ClRcT U Label 6 _, IS ACKFEI7 ELECTRICAL SHOCK HAZARD PHOTOVOLTAIC.AC DISCONNECT DO NOT I OUCH TERMINALS. MAXU .4,.a+uatMPTih0 LUhr0 I i1� I I RMINALS ON Li01H LINE AND LOAD Label 16 MAMOUNI AC,,,,,S1110.VOL{Aylr i � SIDI5 MAY P€Lias€IiC�I?€O tN fHt f1QPEA! PORTION I PHOTOVOLTAIC Label 17 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMEMPIMI d TiI.ITd� C TSCi kCT A WARNING ELECTRICAL SHOCK I AZARD 1............ ..-1 Label 7 Label 18 DO NOT TI1L1ELi ltfiMINALS. OC UPS-CONNECT TERMINALS ON i3OTH LINE AND LOAD S11I5 MAY R€LNEft I O IN Tilt APi R! P@SITION Eat V1LT4OI IS ALWASI PI SENT 'WPM 40LAR MODUL ARI LXPOStDTO SUNEIONT ***ALL LABELS=RED THERMOPLASTIC/REFLECTIVE,Permanently mounted • FOR LABEL PLACEMENT,SEE ATTACHED LINE DRAWING PV System Commissioning Checklist • Building Owner: Bruce Fenlason Building Address: 5510 Crossandra Street SE, Prior Lake, MN 55372 1. Verify Label Installed on Main Service Panel: THIS SERVICE PANEL IS ENERGIZED FROM MORE THAN ONE SOURCE: ONLY AUTHORIZED PERSONS WHO ARE FAMILIAR WITH THIS SYSTEM SHOULD ATTEMPT TO DO SERVICE WORK ON IT. 2. Verify Label Installed near the Main Service Panel PV System Circuit Breaker: BACKFED FROM PV SYSTEM INVERTER 3. Verify Label Installed near the Utility PV System Disconnect: UTILITY PV SYSTEM DISCONNECT 4. Verify Label Installed near the PV System AC Disconnect: PV SYSTEM AC DISCONNECT 5. Verify Label Installed near the PV System AC Disconnect: OPERATING AC VOLTAGE = MAXIMUM AC OUTPUT OPERATING CURRENT= 6. Close the Backfed PV System Circuit Breaker in the Service Panel 7. Close the PV System AC Disconnects in the Subpanel. • 8. Close the Utility PV System Disconnect. 9. After the PV system is in normal operation, verify the voltages at the Utility Disconnect are within 5% of the combined Inverter AC output ratings. 10. Open the Utility Disconnect to simulate a Utility power outage. 11. Verify the voltage at the Inverter (load) side of the Utility Disconnect has dropped to near zero. 12. Verify Inverter LED's, alarms and/or LCD codes are appropriate for loss of utility. 13. Close the Utility Disconnect and verify system returns to normal operation after 5 minute delay. I certify that I have conducted the Commissioning Checklist described above. Sign/Print name and title: Installer Representative: Date SO 1 • 4e. 747. 1."/ • `�� mounting • systems Design .'-'2: N .p .O O Q 11111 V 7 pppp 0 Y4 XJ �2 yO`� O. 0: m p EII II II II 11 E Q CO U C w X O e XIM Q co co • W -. Q • Author: Page 7 Of 9 Date 6/28/2015 MS Version 2.0.32.0 ‘a t**4 6° mounting illsystems }' N V M O+ M e a O M I i ! [ . I I E _ I I. • e I e : Q _ S O I w 11, Illi 1 I I I I N I I M it 7 N • re; O. fn Author: Page 8 Of 9 Date 6/28/2015 MS Version 2.0.32.0 Ng000-40.- • mounting systems Planning the photovoltaic array Module manufacturer Heliene Module length 77.0 in Module type 72M335MIM Module width 39.0 in Module output 335.00 Watt Frame height 1.6 in Number of modules 4 Module weight 46.30 lbs Module orientation Vertical Total output 1.3 kWp C.)a ra,c R Ctn. F 0-119 �G csfi tto co Oft4.491n 23ftIA9in Oft6O2in l7 Y 13ft10.28in 0ft8.34in m G • 12ft10.75in 0ft3.180i9t 0ft3.18in x nfn 1i1 in 74ftf.00in • Author: Page 5 Of 9 Date 6/28/2015 MS Version 2.0.32.0 • mounting systems Design C, M io z YYo � d o o � � n f cR a XO N M � (Q L(1 Q � x x x x x x x • Author: Page 7 Of 9 Date 6/28/2015 MS Version 2.0.32.0 N mounting 0 systems 0 M uD O• 01 et M vi N/ • N OA ro ea ID O Lin Ln m is �+ s 0 0• e j m 29 v.A L • K.ip toinc M F M M • Author: Page 8 Of 9 Date 6/28/2015 MS Version 2.0.32.0