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HomeMy WebLinkAbout3655 Depew Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4j 25 L�� r-i.::� Job Address: _�411q5 Permit Number: t ❑ No one available for inspection: Timee=�7.94 MM Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 Date: !' Inspector: />I A& DO NOT REMOVE THIS NOTICE IV City of Wheat Ridge � Residential Roofing PERMIT - 201707718 PERMIT NO: 201707718 ISSUED: 09/26/2017 JOB ADDRESS: 3655 Depew ST EXPIRES: 09/26/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 19 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)916-1057 LOPEZ GAYLENE SUB (303)520-6688 Evergreen Solar Solutions and 170590 Evergreen Solutions Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,000.00 FEES Total Valuation 0.00 Use Tax 189.00 Permit Fee 188.45 ** TOTAL ** 377.45 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707718 PERMIT NO: 201707718 ISSUED: 09/26/2017 JOB ADDRESS: 3655 Depew ST EXPIRES: 09/26/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 19 sq Pitch = 4/12 I by my signature her" by a' st that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buildin des and 1 applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow r t rope and a authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I f he ttes that am legga y authorized to include all entities named within this document as parties to the work to be performed an that wo to perfo document and/or its' accompanying approved plans and specifications. Signature of``Q/or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A�3��--Ta-za4 a --C(2k-(-S, - n Signature of Chief Building Official Date REQUESTS MIDST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett L 0170771 C/ From: no-reply@ci.wheatri dge.co.us Sent: Thursday, September 21, 2017 7:44 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application fora Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3655 Depew str Property Owner Name Gaylene Lopez Property Owner Phone 3039161057 Number (enter WITH dashes, eg 303-123-4567) 121 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract marek@evergreensolarandroofing.com Yes Gayleene Lopez contract.pdf CONTRACTOR INFORMATION Contractor Business Evergreen Solar Solutions Ecological Roofing Systems Name Contractor's License 170590 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-520-6688 4925 W 28th Ave Contractor Email Address marek@evergreensolarandroofing.com Retype Contractor Email marek@evergreensolarandroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 19 the entire scope of work: Project Value (contract 9000 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No r Pitched roof (2:12 pitch or greater) 122 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4:12 19 GAF timberline HD Asphalt House SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 123 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Marek A Peczkowski Email not displaying correctly? View it in your browser. 124 3719 W 32ND AVE DENVER, CO 80211 Phone: 720.295.1614 ®E Direct: 303.520.6688 fCMQ "*QM gym""" Fax: 303.539.5450 ZY >� L-V"G1RFFJV SOU4111W 801-LWOAIS infopevergreensolarandroofing.com LICENSED, BONDED, FULLY INSURED www.evergreensolarandroofing.com AGREEMENT Insurance Company: _ vlllw/4 _ � Claim Number: C ( / Adjuster's Name: Adjuster's Phone: Adjuster's Fax: This agreement gives authorization for Evergreen Solar Solutions, INC's Catastrophe Department to contact my insurance company. I authorize them to work with my insurance company's claims department and their adjuster to establish a fair market Replacement Cost Value on all roof and property storm damage. Once contacting insurance company, Evergreen Solar Solutions, INC has my consent/request to meet on my property with approved adjuster to establish damages and RCV. Evergreen Solar Solutions, INC has agreed to work with my insurance company, in my best interest, to help establish damages and keep me informed of all findings as well as cost of repairs. This is a contingent agreement depending on findings of damages. Customer: Street: Home Number: Mobile Number: City: -W Work Number: E -Mail: Zip: SPECIFICATION Shingle Style: t M i i ,!-4 Decking will be replaced at the following additional Shingle Warranty: L- -- T E rf Shingle Color:_ ,.�tfial: $Sheet $ Per Ft Lumber Ventilation: Drip Edge: Color: Tear Off: _ Layers: Pitch: !, /12 Two Story Squares 15 LB Felt: '4,E�J' 30 LB Felt: Replace all Plumbing Boots ?= Remove Roofing Debris from yard SPECIAL ATTENTION AREA'S o LU ^. lD1 1 Roll yard with magnetic roller (some nails may ADDIT ONAL NOTES remain) Open Cornice: ❑ Yes No Prior Gutter Damage: ❑ Yes No Prior Driveway Damage: ❑ Yes No Prior Interior Damage: Yes 9 No Leaks (where): 3PAYMENT SCHEDULE Skylights (quantity & size): i✓ ` $ 1 V TOTAL PRICE Check # Actual Squares: $ First Installment (Due upon signing) $ Second Installment (Due upon delivery) Waste Squares: $ Final Installment (Due upon completion) Total Squares: JOB IS TO BE PERFORMED AT INSURANCE COMPANIES RATES, FIGURES AND MONEY. TERMS: This agreement is for roofing, gutters and siding. It is subject to the specifications set out herein and on the reverse side hereof to accomplish the replacement of repair. I hereby authorize Evergreen Solar Solutions, INC to obtain at their discretion all roofing, gutters or siding prescribed repairs for the price stated above. ABSOLUTELY NO VERBAL CONTRACTS WILL BE HONORED. CASH PAYMENTS ARE NOT ACCEPTED. Make payment by check or money order. Field Representatives may collect payments, however, checks and money orders must be payable to Evergreen Solar Solutions, INC only. COMPANY PROVIDES A TWO YEAR LIMITED WARRANTY FOR LABOR AND LEAKS ON FULL REPLACEVENTS. Any person or company supplying labor or materials for this improvement to your property may file a mechanics lien against your p %�perty t t person or company is not paid for the contributions. Evergreen Solar Solutions, INC is not responsible or takes any liability for mold or mold spores that are e, during, or after job completed. Buyer will be responsible to pay all Evergreen Solar Solutions, LLC attorney fees and costs for collection of unpaid ontn E rgreen Solar Solutions, LLC shall be entitled to liquatedamagesd all disput regarding this contract will be resolved in the state of Colorado fora um2 ; of tt a value of the contract or insurance settlement. t Property Owner: W 6&& Field Representative: �\' '� " Print Name:C. t, Print Name:`=� Date: I Date: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F- I" Job Address: 555 5 Permit Number: 'Zo 1-7 7) -11 j ❑ No one available for inspection: Time Ob5c) 9m Re -Inspection required: Yes No When corrections have been made, call fo -inspection at 303-234-5 Date: Inspector: C DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L41 p tz" Job Address: ZU 55 ew\1 lis Permit Number: 192-D 1!107 11 b ❑ No one available for inspection: Time AMM Re -Inspection required: Yes �Jo When corrections have been made, cal/ fo e-inspect_iionn at 303-234-5933 OtL,Date: b (Z 1 -1 Inspector: l 11'` DO NOT REMOVE THIS NOTICE Kimberly Cook From: Gaylene Lopez <gaylenelopez@yahoo.com> Sent: Friday, March 10, 2017 11:31 AM To: Kimberly Cook Subject: Permit 201501082 for 3655 Depew Street Hello, Per our telephone discussion I am requesting this permit 201501082 be cancelled. Solar City did not perform work on my residence: 3655 Depew Street Wheat Ridge, CO 80212 therefore the permit should be cancelled. Please contact me with questions. Thank you, Gaylene Lopez 303-916-1057 w. Cit} of Date: Oti t.sNt"ry DfvELOl'ml i 1 Building & Inspection Services Division 7600 W. 2e Ave., Wheat Ridge, CO 80033 Pry Review"�°� Office: 303-235-28555 * Fax: 303-237-8929928 ,._ .� Inspection tine. 303-234-8933 Building itt Application plea$0 PI*t* all highlighted areas on both sides of this . Intompleteepplicatlons may not be processed. Add e ,o 1 Property Owner Email Mailing Address: (if different than property address) Address: Q!y, State, i Archin t its r E-mail.* Phone:' Contractor;r Contractors City license � �� ° '� .. on. C4 ContractorE-mailAdorn - w Sub Contractors-. Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # WR. City License ## Other City Licensed Sub: Other City Licensed Sub: City License # City License ## Complete information can BOTH sides of this forma 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDE IAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT �O*INq�$YSTEMiA 1D y• REPAIR or REPLACMENT Map! M- ' M S, CC (A-61 1,A5 fckt c vve- e, (Sq. FtJLF Stu's Gallons Amps Squares Other (contract value or the cost of &I materials an"d labor included in the Aat_i_rl project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Midge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CfRCLEONE: (OWNER) (CONT"CT0,R) gr (AUTHORIZEDREPRESENTAT" of (OWNER) (9�"TRACTOR) DATE: EBWNAMC:� C L Building Divislort Valuation: $ Advanced Energy Systems LLC 11/17/2015 Structural Loads for PV Roof -Mount System (per NRG Template) Desi n Criteria Contractor Grid alternatives Project Name Gaylene Lopez Address 3655 Eiepew, St Wheatridge, CO80212 City, State, Zip Solar References Grid Alternatives Building References Project photos and notes AHJ City of Whestridge In Denver County � 3 � Applicable Codes 2012+1,8 IRC, ASCE , ,and 2012 NDSw 4 Occupancy Category it � �^ "**see Exposure C I Wind Speed IMO mph Ground Snow Load 30.0 psf Roof Snow Load 3010 psf Roof Live Load 26.0 psf Summary Result (Pass/Fait/Upgrades Needed) PASS, WITH UPGRADES TO RAFTERS (noted at bottom) Gravity Loadin Roof Snow Load Calculations Pg = ground Snow Load 30.0 psf Ce = Exposure Factor 1.0 (ASCE7a Table -2) Ct = Thermal Factor 110 (ASCE7: Table 7- 3) Is Snow importance Factor 1.00 (ASCE7. Table 1.5-1,2) Pf Flat Roof Snow Load (0.7*Ce*Ct*ls*Pg) 21.0 psf (ASCE7; Eq 7.3-1) Cs Slope Factor 1.0 (ASCE7. Fig -2) Ps = Sloped Roof Snow Load (Cs*Pf) X0 psf (ASCE7. Eq 7_2) PV Dead Load Inverter Weight 3S lbf Module Weight 33.1 if Length 61;4 in width 31aA in Module Type SPR•23ONE»8LK-D Total Modules 23 Modules Largest Grouping 18 Modules & inverters 2.73 psf Racking System 031 psf (R 100 - 0.68 lbm/ft) Total PV DL 3.115 psf Roof Head Load Nominal size 2x6 (wood:; 30 lbm/cuft) Spacing 24 in, OC Composition Shingle 2.70 psf (1 layer) Roof Sheathing 3.00 psf (1x7 plywood, one layer) Rafters Oi 86 psf (2x4:1.094, 2x6#1.71 pif) Vaulted Ceiling 0100 psf (Ceiling not Vaulted) Miscellaneous 0.30 psf (felt paper, 30 lb) Total Roof OL 6.86 psf DI. Adjusted for Slope (from below) 7,07 psf Advanced , LoadsStructural for o Template) Requirement: Stagger mounting feet for equal use of all rafters I Nominal size 2x6 Spacing 24 in CIC Max Span, L R:3 ft Width 1.5 in is Height S.5 in linear weight, total: w 80.2 lbf/ft r Lumber Sp/Cr SPF#Zi Reference Rending Stress, Fb 900.0 psi (per NDS Sup! "Cable A) � Reference Shear Stress, Fv 18010 psi (per NLS Supi "fable 4A) Modulus of Elasticity, E 1600000 psi (per NDS Supt Table 4A) Area Moment of Inertia, 1 20A0 in A4 Section Modulus, S 7.56 inA3 Area, A 8.25 in^2 Check Sending Stress Adjusted Allowable Rending Stress: Cd (duration) Cf (size) Cr (repetitive) (NDS Table 4.3-1 & Supl 4A Factors): 1.00 1M 1.15 Fb' (psi) = Fb x Cd x Cf x Cr 1553 psi Maximum Moment: M M PL/4 852 ft-lbf (Point load at enter) Maximum Moment, M 10220 i -lbf Actual Bending Stress = M / S 2352 psi Reserve Safety Factor 1,.5 ( ,) Check Shear Adjusted Allowable Shear Stress: Fv' (psi) = Fv x Cd 180 psi Maximum Shear: V = w * L/2 333 IV Actual Shear Stress V / A 40 psi Reserve Safety Factor 446 (> 1,0) Check Deflection Allowed Deflection (Total load) = 12*L/180 0.553 in Actual Deflection (Total Load) = (P*L^3) / (48*E*I) 0.254 in (Paint load at center) Reserve Safety Factor 2.18 (> 1.0) Material References w , .en ineerin tooltrcx.corrr Teen•kiln-dried ressure-treatedalusrrber-wei !Its -d 1860.htrm weights hit www.en ine riri oolbb a ,com roofin materials srei ht d 1438.html Roofing htt i www,ww a.or ECFIr UIDELG a es tabid 549 Default.as Labels , to Rafters,, h w. Zx4x: " bray h - Kg, 2V OC, city 1 U�der fuO Tenth of east PV array, with IOX2,5" wcxd sc€ e; % 3 e t`i't eryJ , ...." ":y 1�: 3 .. ,70,x8" Page 3 of 3 Advanced Energy Systems LLC in, OC 11/17/2015 Structural Loads for PV Roof -Mount System (per NRG Template) Psf '?ei n Criteria 3.00 psf Contractor Grid Alternatives 4 Project iUarne Gaylene Lopez psf Address 3655 Depew St psf City, State, Zip Wheattldge, CO90212 Solar References tarn Alternatives t Building References Pro) photos and notes s AHJ City of Wheatndge In Denver County Applicable Codes 2012 IBC/IRC, ASCE 7-10, arta 2612 NDS � Occupancy Category 11 ` Exposure Cmx., , ,... Wind Speed 105.0 mph Ground Snow Load 30.0 psf Roof Snow Load 30'0 psf Roof live Load 20.0 psf Summary Result (Pass/Fail/Upgrades Deeded) PASS., WITH UPGRADE To RAFTERS (noted at tit) Gravity Loadtr� Roof Snow load Calculations Pg = Ground Snow load 30.0 psf Ce = Exposure Factor 1e0 (ASCE7: Table 7-2) Ct Thermal Factor 10 (ASCE7. Table 7- 3) Is Snow importance Factor 1.0 (ASCE7. Table 1.5.1,2) Pf = Plat Roof Snow Load (0.7*Ce*Ct*Is*Pg) 21.0 psf (ASCE7a Eq 7.3-1) Cs Slope Factor 10 (ASCE7: Fig 7-2) Ps = Sloped Roof Snow Load (Cs*Pf) 30.0 psf (ASCE7. Eq 7-2) PV Dead Load Inverter Weight 35 Ibf Module Weight 33.1 Ibf Length 61.4 in width 314 in Module Type SPR-23ONE-BLK-D Total Modules 23 #i Modules Largest Grouping 1B Modules & Inverters 2.73 psf Racking System 0.31 psf (XR 100 - 0.68 Ibm/ft) Total PV ill Roof Dead Load Nominal size Spacing Composition Shingle Roof Sheathing Rafters Vaulted Ceiling Miscellaneous DL Adjusted for Slope (front below) 1.05 psf 24 in, OC 2.70 Psf (l layer) 3.00 psf (1x7 plywood, one layer) 0,86 psf (2x4.1.094; 2x6:1,719 pig 040 psf (Ceiling not Vaulted) 0.30 psf (felt paper, 30 lit) 6.86 psf 7.07 psf Page 1 of 3 Advanced Energy Systems LLC Wind CalculggqqjjASCE Corn anent and Sjacldtng Input Variables Wind Speed 105 mph Exposure Category C Roof Shape Gable Roof Slope 14,0 degrees Mean Roof Height 1510 it Effective Wind Area (of array) 2411 soft 11/171201S N Kz (Exposure Coefficient) US lbf (ASCE7: Table 6-3) Standoff Uplift Capacity Kzt (topographic factor) IM (Est: L -Foot & RI SC to exceed 2000) (ASCE7: Fig. 6-4) 3.65 Kd (Wind Directionally Factor) 0185 Fastener Pullout Capacity Check (ASCE7: Table 6-4) I Importance Factor 1M 250 (ASCE7: Table 6-1) V (Design Wind Speed) 105 mph Number of Fasteners Velocity Pressure (qz = 0.00256 Kz Kat Kd VA2 *1) 20.39 psf (Eq 6-15) 2.00 Standoff uplift Calculations Zane 1 Zone 2 Zone 3 Down X Standoff Spacing (ft) 4.0 4.0 2.0 4.01 Y Standoff Spacing (ft) 2,6 2.6 16 U Tributary Area (soft) I1L2 10.2 51 10.2 External Pressure Coefficient, GCp (ASCE7; Fig 6-11) -0190 -1.20 -2M 0.30 Wind Uplift Pressure (psf): P =Hoax (10, qz*(GCp)) -18.35 -24.47 -40,78 10.00 Footing Uplift (Ibf, negative up) -188 -250 -209 102 PV Dead Load Point Load 31 31 16 31 Total: Governing Load Combo (Up) = 0.6D + W -157 -219 -193 UE�-�M Maximum Design Uplift 219 lbf Standoff Uplift Capacity 800 IV (Est: L -Foot & RI SC to exceed 2000) Reserve Safety Factor 3.65 (>'IO) Fastener Pullout Capacity Check Maximum Design Uplift 250 Ibf Fastener 5/16 x 3" Number of Fasteners 2 Embedment Depth 2.00 in Pullout Capacity per inch 250 lbf/in Fastener Capacity Soo lbf/in (Quick Mount: 811 Ibf in Douglas Fir) Reserve Safety Factor 2.00 (> 15) Framine Check Input Variables Uniform Point at foot (P) Dead Load, Roof 71 psf 72 Ibf Dead Load, PV 3.0 psf 31 lbf Snow Load X0 psf 307 IV Load Combo 0 + S 40.1 psf 410 IV Load Combo D + W 206 IV Load Combo D + 035(W+S) 410 Ibf Governing Load Combination 410 Ibf Rafter Top Chord Properties Requirement: Stagger mounting feet for equal use of all rafters l 1 ll i Nominal size 2x6 4,$, Spacing 24 in OC r4 Max Span, L 8.3 ft Width 1.5 in Height 5.5 in linear weight, total: w 80.2 lbf/ft Lumber Sp/Gr SPFll2 Reference Bending Stress, Fla 9004 psi (per NCS Sup[ Table 4A) Reference Shear Stress, Fv ISU psi (per NDS Supt Table 4A) Modulus of Elasticity, E 1600000 psi (per NDS Sul Table 4A) Area Moment of Inertia, l 20190 MA4 Section Modulus, S 7.56 mnA3 Area, A US en42 Check Sending Stress Adjusted Allowable Bending Stress: Cd (duration) Cf (size) Cr (repetitive) (NDS Table 4.3-1 & Supt 4A Factors): 1.00 1e50 1.15 Fb° (psi) = Fb x Cd x Cf x Cr 1553 psi Maximum Moment: M = PL/4 852 ft-lbf (Point load at center) Maximum Moment, M 102203 in-lbf Actual Bending Stress _ M / S 13.51 psi Reserve Safety Factor 1JS (> LO) Check Shear Adjusted Allowable Shear Stress. Fv" (psi) = Fv x Cd 180 psi Maximum Shear: V w * L/2 333 lbf Actual Shear Stress V / A 40 psi Reserve Safety Factor 4.48 (> 1.) Check Deflection Allowed Deflection (Total Load) = 12*L/180 Oi 53 in Actual Deflection (Total Load) = (P*l.^3) / (48*E*l) ,254 in (Poiret load at center) Reserve Safety Factor 11 (> U) Material References �a+w,en lneerin ocrlbox.corrm reenmk#lnwdrTed ressure.treateriielurnber-wel hts d 186e3.trnl Weights htt : w , .en kMerinKLoolboxcom roofin&materials•vwei ht -d 1498. Aml Roofing htt wv�wL�u r a.or C3HG ID Grades tabid Ca foul . x Labels Lks tcs Rafters, E w^ 2 3x traklnvj, 4' OC, qt's f a . . Lkx r fuO 1ciith of east LSV array, wiq r 1�a� " ews, -w_i screws, 3 each eras 193 2" 18% EFFICIENCY siqnat�,,rr:a block"" provide the highest efficiency for thv,w product oncli o dc-Ok, b1cick opparcmcc, MAXIMUM SYSTEM OUTPUT ("'ornprohom�vc invcrtoi corriparbT4y cnsurcs thrl custornurs can F)ci;f the highom- efficiency panes Will Ike highest -efficiency inve,fters, moxonizaig systorn ouiput REDUCED INSTALLATION COST &Aow po�,vor per pand mooms bvvcr poncyls rxnr install.fk , soves both the (,-,in(,i mctney. RELIABLE AND ROBUST DESIGN SlunRcm,or's uwopljc' fc.,chnalogy ondi ocivanced" modJr� dasi(p ensure, indusirrk,,odkng rdiobiky MAXEON'm CELL TECHNOLOGY <,cicu "01 'Aa md fj,ti TI—IF WORID'S SIANDARD FOR SOW` E 18 Sc,,1cv P(,,imAs provide tociciis kiclh e4ficiency and P"'jwere(J by SunPower mrjmaonc'�, cell tke E 18 pr,,Yvidc,,"s panel c-,onvemion effit..'iende-s of up to 18 5%, The El 8's low volia,,ge f e t T i ,,.i t r, - (odficiemt and exceptioncil bw-light ptdonnance, cinnbwes provide en:wy nehvemy i [")eat, power vv'all SLJNP(.",,)WFR'S EFFICIENCY ADVArATAGE 2,' sunpowercorp.com I&I Additional highlights. -- Used with the ABB Concentrator Data Device (CDD), ABB s MfGRO inverter gaffers proprietary wireless monitoring of real-time system monitoring, troubleshooting and plant feedback Only product in the market compatible with majority of PV modules Technical data and types Tylae code Gornes with a I0 -year syst:ert warranty covering the entire systerrl„ including MICRO, CDD and cabling Available t`jat:af.lyd :, — 250W MICRO -0,25-1 — 300W MICRO -0 3-1 -• 30OW: MICRO-0,3HV'• 1 ti,..HO t 25-d-ia4.1rD Ml' 13Ca_1?..;,3 € i1R.1TD WCFttn U.3 V £-C UTD tVcarrarnai {.lydlpllt power 254IW±`. 3€Jkd V'Y1 .�...........�.....»wn«.re..., 300W Elated grid AC voltage 208V 240V° 208Vr 240V 208V 240V Maximum out at rawer 26b V 31 Cal 3 t w Maximum usable DO input power 263"W3: 32011Vp 320',' p Maximum PV panel rating (STC;) 30bW 36be/ 36bW Absolute reaaaxir tum voltage (Vrna o 4 5i' 6"w IrtV Start -Up voltage (Vstaart) 25V 215V 25V Full Power MPPT voltage range 25430V 30_60V 3ta..75V Operating voltage range 12 CfliJ:r 1243,04ra 1r1 t,5�a MOXIM M usable current (ldera'7a x) 10,5A ,5A t o_5A t O aA aXinlUrc short circuit current lin it 12.#;7A"zt 't 2. aA ` 2-tA�F DO connection t. e ��.�.. Ahrr+c)l 1-14 F��YconnectorR.ry.. .mm Ary '? '3t:noi I{'l PV connector rt2a _.� ryQLnj2il 2nol H4 PV connector ..,.. Gaut t gide :�,�`+Yt? NEMA 4X Cooling Grid connection type 10t'2kN Sralii•0,1al 1011 at 5talit•()Kiw I0/1?VV Splir-013 V Adjustable voltage range 183-228V 211-264V 183-228V 211-264V 1133-22€3V 211-264V Norninal grid frequency 60Hz 60HZ taf)l-tr Adjustable grid frequency range 57­6051•lz: 57 •€if ,,ria 57- t).5F Maximum output current 1.20A 1,04A 1,44A I.25A I.44A 1.25A Power factor 0.95 Maximum number of inverters per strinri 13 15 11 12 11 12 Over -voltage protection type Varlstor Varistor - vaanstcar Maximum ACS OC*PD ration 26A 266 266 Maximum efficiency 95.3 ry ry % Mi4% tangjLY 6 r3siif"nb i2jr 5 )ritW <;rf)fiiVlf a,50nrW ,.,.,..�...._ ,.,,.._...»..,, �. ....,._,,w....;..,..,.....,.......».„,�..,.�.�.......,.��.._,.._, 4ra"nniunfc tion ._.............�...,...,,.,..,,......,.,. VNrrrle�s and we ka-b<�scrt r�roriieanrag thrrsta i All§iC�F§A C 1,3U Monitoring system ._ i etc til Ct ifa rt�rta aC dnci t(,x 11t, i'741 �w Erau rteritaa€ —(+65'C—)---, AirataiCanair caprrraitng tCfai�rraa#iatr��rafagc> �.�.a..�...�, ic7,n i _..�.�.�t{7"(- to �t 1 Cat �i~ (� �ICi `f� 1ra� i�"C3) i7uratfng a?aeve +--149'F Aortia€ent air storage t4af-poralum rango -40" E to +167"F (r40'Cs to +80'G) Relative humidity 0-100% PH condensing Acoustic noise emission level <30 db {n) 0 1 r ftA�aac murnrn covet'«aiirac nLitL dam iniftaoiai Ctdrratin ...m ...__ _ � 6560ti (200liirij JM2hrara€Cal ;a G.Mcatbns Enclosure rating NEMA 4X Cooling Natural convecti:ar Dimensions ti x W X D I(ih x ,?. x 1,3/in (266 x 246 x 35rirras( Weight <3,51b {1.65kg) MC)tlrattn, a"11;rra Racle mounlinq with M8,1/4” or 5/16" bolt Isolation level HF transformei Safety and EMC. standard t. Li I41, CSA C22,2N, 10fr 1-€71. E N61000 -Ca -2, ENv1 C,00 C ,3 Cf..0 Pari 15 �t arrucsaci . .C} � a'Cif3,tC:>«?,CZ t1S..208f240 US -208/240 Wfv-r c3adatrr g erMow 200V liar 208Veata rapt=rutty 2 ➢ hF3 as+ the ma,cehnkm npasi power that the irrtvtwiat wfii aaillf'ee di (411Y afSaa PV uaa00e005 ttarat tatfsN thorns+ rxrzsa'irvSsaT f'sa tfr`dw all operating C,rr o f,t' ns. Proclocl r1yer for til -d C7FaTD j Af3P solar ii nr, Blo k diagram of [CR0-. /. /0,3Hti-t-0LJT -- MPPT 5 F r (DC/DQ TRANSFORMER BULK CAPS US all + ,;; aNa Eta717� at: sir CONTROL cr Ur'r MiGRO invert(�r sy stern inst, .rllai;ion:. The ABB MICRO inverter offers ease of installation with SAG trunk and drop cable configuration, The mounting bracket on the MICRO inverter ensures simple and durable mounting on cornrnercisll available racking solutions, — AC cabling compatible atible with 60, 72 and 96 cell modules in both portrait and landscape orientation. -_ Locking connectors and weatherproof accessories erasure brag term relivable operation of the talon[. ABB soWr InveraarrE, ( Pro dwl flyer for Syslern cornponents for MICRO 0,25/0.3/0.3HV-l-0UTD It Cabling and acne„ — Poi rtbit,orient, modules): AG A AG tnmk caWe pfug cap. AC trunk cable end cap AG trunk cable urflock AC tmnk caWe jc')inor: CDD antenna extension Plug cap to cover and seal End cap to cover and seal took To connpcl two trunk cable 50ft (optional): nnused clogs on AC trunk ends of AC trunk cable: AG, To disconnect MIGRO cables together: A(",-1'RUNK To extend the witeless cable: AC -TRUNK PLL.)( -'x TRUNK END CAP inverter or .)unction car) GABLEJOINER communication range of the GAP frorn trunk cable. CDD and MIGRO inverters: AG -TRUNK UNLOCK TOOL MOBILE MAW G ABL E - ASSY -C25 -26 -151 - Support and service ABB supports its custorners with as dedicated, global service organization in more than 60 countries, with strong regional and national technical partner networks providing a complete range of life cycle services. For more information please contact 0, Copyright 2015 ABB, All rights your local ABB representative or visit: reserved. Specifications subject to change withOUt notice, www.abb.com/solarinverters Lacus M A 'IV Product Datasheet They LG ate 120 combines ra reevona e-gr<adee, solid-state power € ete€ with an, advanced communications gato ay, These comp €e(,Nrts work in cor unction to remot0y monitor the performance of residential solar energy installation re g arcliess of panel or irwerte°r type, The 1.Gate 120 is a one-piece completely under class meter which installs easily using a st racy rd socket teaser aPerfrrrraaaoce data is uploaded it rear real-time to Locus Energy Sc)lar S monitoring platform which provides a seance of tools and analytics for asset managers, DATA COLLECTION %-C onorcy data is collected by the meter area p sseed tea the communications module, Aacastional system performance cwat.a czarr, be collected directly from meteorological sensors yard supported inverteers via RS -485 or Ticbee corrections, All data is store o it r or -volatile memory and th er automatically uploaded to Sol rO S at user configurable intervals NETWORK CONNECTIVITY The cona€luric<ations gateway inside the ttyate" 120 supports plug ar c+ Tay carr iectivity through, a cellular or Ethernet € etwork comiocfior, Once the writ is installed and powered or, it will immediately begin transmitting data without any configuration, For maximum reliability, the communications gateway will automatically route uploads between the wireless and wircrc conre c fors if either of the networks are unavailable * ANSI 1.20ower rncAer - Low coast installation $ RS -485 and Zigbee inputsDoesn't r pubo entrance into the house . GSM cellular or,. Ethernet connectivity • Plug and play activation • Over, the air firmware updates • Configurable data upload interval MODEL SPR- 3 k- 1. -. ELECTRICAL DATA IN CURVE Mfauaw,§,w arxs s xiTam t"zxsaa;rxas rs74 itXV4 M' AM 1,5, rw0-11 Perak Power f+543%1 PMOX 230 W ... Cell... Cell Efy�. iciency C1 227%Panel .,. Efficiency „. `fit Rated Voltage VMpp 405 V 3 Rated Current tmpp 5.611 A Open-Circuit Voltage yes A&2 V Short-Circuit Current t 6.05.At Maximum System Voltage UL 600 V C? 10 20 30 40 SO Temperature Coefficients Pa (P) -038'/./K voltage .. g (V ,. V yy. Valtrsc�e(Vgr) "'t3A"'.5r€1Y/C! E ev eYifV :e}��trtix r„sisar?c'zCS #ass WiaX� A{HrA04:dttM4nco fife'rwd;ance dSN1ft tTYt�'duh, i0"ipet ahl re Current (1sc) 3.5 mA/K Series Fuse Rating 20 A Temperature - i3 F to +135' F F- 40* C to + 850 ) Grounding Positive grounding not required 113 psf 550 kg/m2 IS 400 Po), front (e. g. snow) Max lead w+/sperif7ed mounting configurations 50 psf 215 kg/an' (2 00 Pa) front and back q �.+i t�'2ECtF-IA i'�....A,[. .F""tH)�t"'t (e,9. wind) Solar Cells 72 SunPower tvtaxeon- cells Impact Resistance 3-Roil: (25 ream) at S T mph (23 m/s) Front Gloss High-tronsimssion tempered glass Junction box IP-65 rated with 3 bypass diodes WA RAW IES CERTIFICATIONS JD � ER IFICA IOrNS Diamerasionso 32 x 155 x 128 mm .At Output Cables 1000 eun cables / MC 4 compralibli conne;ctcrrs Warranties 25 year linear power warranty Frame Anodized alurninurn allay type* 6063 (block) 25 year limited product warranty Weight 33,1 lbs. (15,0 k) Certifications Tested to Ell 1,703. Class C: Fire Bating DIMENSIONS NS MM JA) -aMOUNTIN(':F'OU-S t8)-oROUNL)Nri itNts ON) QX06,6r26i1 at)X04,21,1/1 14 Er- (At- yPlease Please 1 ad safety and installation instructions before using this product, Visa staripowercor . am for more details. +F.J 2C) i:a See++4' imr k;'.nrps�vmtr+'r±e SUNG -R u rt po W e rco r p ,Corn c%;tunfkr,��s Cexparrreum tta+{� iRS xnef dhrex e�.ceer'tea as wmif YU3 Rl��,e Ra>erveaeb :itxae3irnf�wsc re>CivaaercP c�+h-ic ctcWsrairmm� aet+ sas4sparK io �fwr wTeuxd r+ck`rcxa is <u�nafaa #. r � e ak nav .3 } ^ t rr s ,N MM MIUMM C - - I metering that utilizes two meters. Also perfect for load -side :y:»2# feeds to: • Outdoor lighting * Outbuildings • Water well pumps * Whole house surge suppressors • Hot tubs * Swimming pools PIMILBANK (01 11LBANK" ff"W"lowall, 200 AMP -4 & 5 TERMINAL-RINGLESS-600 VAC 01 1211 A".(0 1773 D U1773 -XL -TG -KK In43 _0 -n,41 200 AMP -4 & 6 TER MINALai NGLESS-103W CONCENTRIC CATALOG NUMBER F"roduct Data Sheet DU221RB -------- - Safety Switch , 30A, Non -Fusible, 2 -Pole List Price $177,00 USD Availability Stock Item: This item Is normally stocked in our distribution facility. Technical Characteristics Number of Poles 2 -Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage baling 240VAC Wire Size #14 to #8 AWG(Al/Cu) Action Single Throw Ampere Rating 30A Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Ouldoor) Factory Installed Neutral No Disconnect Type Non -Fusible Mounting Type Surface Category 00106 - Safety Switch, General Duty, 30 - 200 Arnp, NEMA3R Discount Schedule DEIA TIN 00785901490340 Package Quantity 1 Weight 4.62 lbs. Availability Code Stock Item: This teem is normally stocked in our distribution facility. returnability Y Country of Origin MX A,,; standard,,'.'i, specifi(z,�twns_ and de,­,;qns cl.amqt irorn t(rne to 'bmo, pleas,',, r'v"* fOr i"Onfirfration IN, inform,,,Mon aiwen iii this (6l 2010 Schneider Electric Ail rights reserved neider Sd ,n F It, r t r ic ELM -THIS EDGE TOWARDS ROOF RIDGE �� DESCRIPTION CITY. �_ .. CAP SCREW, HEX HEAD, —5116'-18X314" � -" 0 4., 29UNC-�^ GRADE 8 t,�8A5E, 141 rrC , R 5116"' HARDWARE. 10 A3&17.1 CAST AL l 3 LACE SCREW, HEX HEAD, 5/16' X X, ZINC; J 4 FLASHING, SPUN L* X 9 Z" X .0182,AM 1 i5TL[AF caa1NTER:" SH1NG lwtl*" 117 1 u. E DM _W 5,15 6 PCST> 1 -1/4 -OD X 3-t Xd , 606345/606346. 1 ALL WASHER, SEALiNC. I6' I Ile-1lOEt 1 1 EPDh BLINDED S 61 00 7 8 WASHER, FENDER 5116'10 X 1"' CSD, 18-8 SS 1 9 WASHER, SPLIT -LOCK, 511 CID, i SS l 5 10CAP SCREW, HEX HEAD, 5116'-18X r UN - 1 .. 2A, 18-8 SS 2,A) 5 A VAILA L IN MILL,`L ATS' ANODDE 7 4X ,3 ) rHRtt AND BRONZE ANODIZED FINISHES, fCLEARANCE at`4 5,116" HARDWARE) STAINLESS STEEL I A G SCREWS JITEM 3) INCLUDED WITH A NOLVED FINISHES. i d QuickMount 3 r 5TITLE: r �_ ... t COMPO7 I`i'I N 1 ; NONNY SIZE ; DRAWN llY, Rani REV .� BASE ¢g Ati? AND (Ti EA x� n""10ss t614Nc+ C __ n�ra,at ,'M A' t) ME- 213912t)l5 8 fanCraart�axsrs €� rac>ra�srrav xtearewamn+u ` [t!k d'Sm.EKYd ".GtltrxttSt PEi3ti5 CkW4"ISivN.N 50. S#Xi P6tDtM;#3x i,ctp+" R Xde"W W tw..atix AE1YA�d'?1K"E5•'X<t PoaF,"+'FWRA %#CY P�."#a sr.,au.t say I:AR"WANW � aeao Ila aasR:a,e snrza,xarzt�v,�;,ma nxwm»re°ar�tu �;au#�ta.�eu t*v ecF,R,;etta�ra CER„}RACE ti#kr„u..Ls,41h 5i;.at.B-6St'oruuureY.j v Stai,ECFttrd 5 4 3 2 1 Lag Bull Specifications patrare Grzavaty 5P1C staaft per thre$4 depth St1f aft P S # rae l th D�Ugrlas Fir !,arch SO Ino 266 ��.„ Dou rpRla Fir Southj 4 1175 2,16 En, t 4i 9ii5 %�ana9a Hem, Fir 43 1060 212 i4e*aaa FirtP#ortlai ' I 46 1175 35 dour seen P'55 1635 207 Spruce, Pine air 42 it 5 2(a5 Sp uce. Fane Fir (E of 2 vnittion Psi and higher grades of MSR aaatd MFL) i r} 13, 264 . _....,.. Sources: Uniform Building Code. American Wood Council, NDS 2005,Table 112 A, 11:5.2 A Notes; 1) Thread must be embedded In a tatter or other structural roof member: 2) See 18C for required edge distances. —Note.Tomaintain waterproofing It isImportant that the aluminum flashing isproperty placed underoneful€courseabovethemountingblock withatleast some ofthefashingextend€n up under the course above that as well, See instructions on back: Quick Mount ,f RESPECT ROOF 017.2.3-6 RESPECT Rev 7 O""Base Composition Motintinstattation Instfuctions IF =n g a'� pact gun with 1/2" deep socket. ......... --- . . . . . . . each 7/32" pilot holes ,e to rafter. Built for solars, toughestwoofs. Roof Mount System Standard Rails (XRS) Curved rails provide greater strength and aesthetics. * Available In clear and black anod. * Multiple sizes between 12'and 18' * Made of corrosion resistant alum, Attachments Standoffs Ix Flush and tilt mount standoffs attach L -feet and tilt legs to roof. • Sized for Latey flashing • Multiple sizes between 3" and 7" • Tilt standoffs ship with tag bolts Secure modules to the end of the rails. * Clear and black anod. * Sizes from I 22" to 2.3" * Optional bottom clamps Online Softw,',we� Light Rails (XRL) Ughtweight rails reduce cost for lighter load conditions. * Available in clear and black anod. * Multiple sizes between 12'and 18' * Made of corrosion resistant alum. Adjustable L -Feet Slotted L -feet provide adaptable attachment to standoffs and flashings, * Available in clear and black anod. * Works with XITS and XISL rails * Compatible with third -party parts Mid Clamps End Caps Rail Splices rwm Internal splices seamlessly connect rails, allowing easy L -foot installation. * Different versions for X and XRL * Includes self -tapping screws * Available with grounding straps Fixed and adjustable tilt legs allow adjustment in all three axes, • Attaches directly to XRS and XRL • Ships with all required hardware • Multiple sizes for 5-45 degfilts Wire Clips Fasten modules in the middle of the rails, * Clear and black anod. * T" bolt or hex nut designs * Grounding clamp offered The IronRidge Design Assistant helps you go from rough layout to fully engineered system. For free. Available with Integrated Grounding fronRidge offers UL 2703 certified components that automatically bond modules and rails to ground. Go ft"W irorwridqextornliq Ame 2010 ��es@bironrfdgexom �WIHVNRIDGE www, jronridocom 7777777777777777777�777 MM SPAN CHARTS Rail Snow Load Wind Speed (moh) 0 W lop p�f 30 psf )sI 90 mph 115 12.5 10.5 mo 9.0 100 13,5 12,5 10.5 Mo 90 0mph 11mph 115 12.5 M5 10.0 9.0 120 mpb 12.5 12.5 Ms Mo 9.0 130 mph M5 11.5 M5 Mo 90 140 mph 1015 M5 10.5 M U Mo 10.0 Mo 9.0 XRL Ra I - ------ mn Ame 2010 ��es@bironrfdgexom �WIHVNRIDGE www, jronridocom Small Shed in backyard Back Awning over Pates �ce'F Bt {New) t1 A -cern iew)CPF Production s +rr. r for malOv4ke: -1-6,f 4 Grid Ah"'atives 'txt }i z,k at ro 1 1120 W 12th Avenue THE HMa TS �06t M" TALL, THE: ROOF Denver, CO 80204 1ht� . 1 1 � o� s 0 11 &ti 2 (0�04 SHINGLE (I -LAYER) 'txt }i z,k at ro 1 1n +. r"1 anllLt `fl c 14 THE HMa TS �06t M" TALL, THE: ROOF qty t 1 1ht� . 1 May I - East, 18 modules, 4.14 kW DC ., Roof k4nuth = 90 Deg Module (33.1, lbs. each)- 18 x 31181bs-596 1` u11r bs kur� of iu�r 27 t i, I ix e I e tti � f Adtfress: 3655 wheabio*:i * . A00000: RW ftnI Lopez L I/C Bare Cu #6 136fided to Rail 616dule Frames bonded to rail using Ironrigde Integrated Grounding Mid -Clamps 200A, 2 pole, main laft - �­ service breaker a W.. o m200A Max bus bar rating 0"am 00000000000 a L__ mm", per article Mod:le 8, Micro -Inverter POWER ONE AC TRUNK CABLE SYSTEM Circuit #2 ONE PER CIRCUIT Modules: (1) I/C #12 THWN-2 Green Insulated Ground 230W (STC) PV Modules, Circuit #1 - EAST Array Modules: 1 Suri Power SI R-23 NE- L -D S l (STC) PV Modules. S#2 Voc = 4.2 Isc = x,05 .function Box - Two 3 -boxes flicr -Inverters. End Cap installed can last 1 under West Array Branch Circuit of S S) POWER ONE MICRO-0.25-I-OUTD inverter cable, transitions from trunk to THWN-2 runs to 240 VAC, 250 -AC 1 3 -box Cinder East Array to parallel circuit of S Imax = 1,04A x 8 microinverters - 8,32A " EMT with circuit of 10 to fbrrn Circuit z I.. 3 -box under east array Circuit of S S 1 #10 TH N_2 insulated 1 11C #S THWN-2 insulated 15pole bckfed Scalar Breaker 20A, 2 pole backled Solar Breaker L 2 Circuity Squ D Q0612LIOORB 1C 10 Tl~#v'N- i 1 1/C S T H N-2 Insulated Serves as combined /GEC /4" EMT or Equivalent GRID Alternatives Colorado Inc. 1120 W, 12th Ave.. Denver, Co 80204 200A Mala Electrical Service Panel 240V electric service entrance from utility) (/,M Main service parcel will be labeled: "Photovoltaic Systern Connected WARNING: INVERTER OUTPUT CCSNNECT'ION DCS NOT RELOCATE THIS OVEECLIRRENT DEVICE" gSingle Line Notes: 1, THIS IS A S.29 kW -DC, 34.39 kW -AC SOLAR ELECTRIC SYSTEM USING 15j Sun Power SRR- ,CANE- L - 0W (STC) PV Modules , Wire sized are as indicated or larger, t All equipment is landed by mechanical means or by a grounding conductor. 4. The system is grounded at the ground bus in the main panel to maintain NEC requirements, S. The system is grid-intestie, no batteries. d. Pik Production Meter- - Tire self-contained metering will be in compliance with the March 1, 2014 revision of the Xcel Energy Standard, specifically Section 4.11, - the PV production ureter will be required to have Ped source circuit wired to the line side terminals (top of ureter block) - The meter socket for the PV Production meter shall be narked with a stamped brass, aluminum or sta nlessst el tag, _j indicating the address including the unit, typically "Pig PROD" in accordance with the requirments far "Meter Identification" in Section 4.14,x4, of the Xcel Energy Standard, VPV Production Deter - The PV Production meter shall be located within ten 10 feet (for Xcel Energy) of the existing utility meter. If there is any reason this cannot be Milbank 200A,1 600V AC accomplished, a site plan showing proposed equipment locations U4801XLST9 shall be submitted for review. The local meter shop must approve Chili Accesibl Approx, S frorn Inverter the site plan for application approval, site meetings can be arranged P Production Deter and no further than 10 ft upon request. r Clean Power Finance AC Disconnect from existing utility meter Deter Housing Milbank 0A 2p Unfused see Nate 20OA/60OVac Square D DU2 1RS SMTR S -'rU910I.RL.TGKK (gar equivalent) located Meter - CPF 120 adjacent to and within 10' of P Production deter with u L to 1 Cr meter Labeled "PV AC DISCONNECT" for monitoring 5 Single Linebrit 1y: A.Thorrtsrr ll� x Address: 3655 D Street Is y �. r s Wheatridge,, CODate: 11/12/15 a cl Energy Solar Rewards Rev: Project Valuation: 23,22yScale . Client: Logan Lilley SIDE. - PV Sunpower rr, Maximum PV Voltageo correctedVoc is Extreme Annual Minimum Design Dry Bulb Temperature) Manufacturer's Temperature Max 6.63 V voltage correction • { 6.63 1QF*MM�J6MZJF-=N2=WM 0240 min/max vo•" Temperature correctedvoltage is less than voltageinverter max input DC EQUIPMENT GROUNDING CONDUCTO"• . rdinside Micro Trunk b 20A OCPD Minimum EGC (NEC Table - 250.122) = 12AWG Cu GRID Alternatives Electrical Contractor's License: 0100224 1120 W. 12th Ave Denver, CO 80204 DC Grounding Electrode copper• *" rail, run N" of conduitand to j-biI Sized per •• and per 0 Bonded to insulated #8AWG Servescombinedper• 9 Run continuously to existing grounding terminal in existing service panel WorstTotal System Voltage Drop* %Voltage Dropand aluminum wire resistance per NEC Chapter 9, Table 9 Worst Case Vdrop from micro -inverters to j -box using trunk cable: ABB Micro Trunk Cable - 15 micros on 35' of trunk cable run along mounting system rail ax x ohms/kft x One -Way Distancee 15.6 A x 1.2► !1 % Vdrop from cox to Loadcenters. Worst Case one way distance s/One-WayDistance x 2 / t / Voperating x t Vdrop fromcenter to service I. Worst Case one way distance 1 . s/ / 1000 / Total Voltage Vdrop from cr -n r t j - box*. = 0.77% r p from J-boxto Production Meters. =0.335% Production ter to Existing Unit Meter = 0.21% Total drop 1.34% 0.022% =1.31% Calculations Address: 3055 Depew street c l Energy solar Rewards Application: Project Valuation; $23,227 Client: Gaylene Lopez Drawn B : B. Copanas Date: .//.5 Rev: Revised by: B. C p n s 3 C1 Rev }ate; /./s Scale - NTS Po' 23314 NEC - 4Vo4st Case Example C:ircttit ;";i AC. SIT gE ; Mie t csitrw€=e ter s to J-b(.)x (EgAmso Engage Both C h cults, (3) 1,:C 12: AWG Cu TIMN-2 (LI, L2, Fl) (1) 1,C 12 AWG Cu TT-1VVijf-2 (EC:,f` Bujaagee Ckalale conductors spiked to ` HWN— 2 c;ctmitictc r s teska.l II 5C'C) KITS- 2•.,1 2 putt itasttrfkate€9 gala c:catnec tests rated at ct€Take K, usktcf Tl SCO PETS 3-4, 2 fgtttt kastatlate.al tap ccamectctrs rkateaef "'A9i)e'leerjc' Imax w;. Te.areat = 15 Iraveetters x 1,04 A = 15,6 A (Tet 690.8(A)(3)) 6 .8(B)(2)(a)t:€.wta kj(.,tot, Ata4wity is ge at r of: 1. 090,8(13)(1) t atacicutcar Anafaacity = Irnax x 1.25 = 15,6 A x 1.25 = 39.5A (Pet 6 I0 (Fi)(1) OR 2. 6W8(E3)(2)(Ia) t`:r+t ductcx aarttlaacity , Imax 690,8(A) ) raft s. aaf pikation of aeljtastrrae nt znd Correction factors Tetrtfaarkattue C.caerec.tion t.Islrtel ASHRAE 1fie,ilt'Terofxn afarte Data (34deA ,j C as 20o HkAi) Dat tel 2.-Riecl Cµ Roof T eralte aafaar e Addle pet (T,.310.15(B)(3)((=)), Concftr€; tttr Atttfakac lty = Imax CIC dog Tertift Cortecticara Fa(tot (T,.310.15(E3)(2)(a)) ; Cctttckrlt Fill aactcet (T-310A5(13)(3)(<a)) 15.03 A 0.71 1.00 _21.17 A (Pet V.9) I(B)(2) Seg Ilaaat, ?TC;rdeg Rathq of t".rata€ki:t€ae ('T. 3100 (B)(16)) :a Imax Ita 690,8(A) after a acl)a.tstrnlent aVwl cors ecti n f<aa tear s Ci A raatbq fig, ::12AWG "il WN -2 at node% f 21,97 A = (:FIC 0Cfg1) Rating Located let Kthi Sia vice f'aa eI MhArrttattt 0CPD RathV .., Icstrn x 1.25 (fie*r t"%_8(a)(1)(a'$) 2t9A 1€T„5A = OK Maxittrtrtaa (,)(.PD Rat rff ., Deet°ated Atnfaac.ity (Pei 690B(2)(c) 20 A ,- 30 A x 0,71 x I DO w 213 A= OK PER 705,12(D)(2) (,)(,,Pr) < (120111 x E3ta4xv Raating) . Wit) CB RxatltacT 20A Ci cult ETt PAet K (1,2 x 21)() A ) 150A = € 0 A = OK Use112 AWG Iµsa3}sage 'aalale ftcatea M roIttaeit'ots to T -box (19, L2, N, fC:C) AC: Eqjilment t_3tagt te9itV Cotaclttctot ieasttl<ated Eraelkage "Tutu* Cable ECSC 20A CFCTTID tashig Takile .25(. 022 = athinttrttt 12 AWG Cu EC C 12 AWG C u T7itM 2 E(3C ire Tarattk cable = Ok AC SIDE: T-lg€ax to E.Nid t:€ ntei 13oth clicuits - Whe is sized based on worst case - 35 niiuo ivetteis pr ck'cuit Itatxax :p Ic,casat = 15 lttvethms x 1,04 A = 15kA (fa(n 690,8(,A)(2)) V0 B(B) C"€€rtcktr t€ar Anq,'wadty is c eater° of: 1, t 0,8(I3)(2)(a) Conchrctor Anifo city = Itttax x 1.25 15h x 1.25 - 19,5A (feat 690 3(13)(1) t: 2. 690,8(B)(2)(b) t_earac.luctctt ami achy . Inlax VT)B(A) of et of rAkatk.'di of aell.tstrttent parid c.aamxbon fac:tetts Te nti,wi atax e t: e:'A rec. tient t.fshig ASFIRAE HiC a Tempest aatt e.> C)at (34cleg C as 2e1High) eared 22.cfckg C Roof `ienit)(m at ne Addei pet (T -31015(13)(3)(c)), Cearacfttctesr Atr aaacity = Irataa 90degTerrti UmiectionFa€tctt (T....310,15(E))(2)dka)) C:.egttcftait Fill F<actcar (T-:310 A 5(13)(3)(<a)) 1 Sh A 10,71 .EC = 27. 6 A (Peer 69().1I(B)(2)(b)) Sts tiaaat, 90cl Rathig of :ets-teirrcf qtr (T - 310A 5(B)(16)) , ., Imax In 6tt0,8(A) afiear aefltestrstent aattcl cot Iection fat"tats 40 A ratty tot 110 AWG TH1' N-2 ,. 2,T46 A = OK O T'E) R.eatkal Citctrlt • i l.c>c:atacT lea Ltakaef C:eratr t" MAnKitra CXT E) Raathig > Iea°seat x 1. 25 (Pet 6902(E)(1)(a) 20A ., MSA A . O Maximums OCK) Ratki .> Detated Arnpacity (Pet 090.8(2)(c) 2c)A 40 Ax0.71x.60 ..22.72A = O O(W,) Raattig Circuit 2 t.cae nate d Itt Load Center F°Ilrairataataa MPD Ratbe; ::.r Ia;eaa t x 1,25 (Pei 690B(E3)(1)(aa) 1,5A '10AA -` OK Maxtrtattrta t. C.Pf) Rath -9 Deutted Ataiaac ity (Per 690,8(2)(c) 15A k;40Ax0.T1x 20 .,2272A.a,O T gar rttittaal Rkathig: (75ck�ef Ratbig of d::tgeaclrtctot ('E•310.15(f3)(16)) Usttittcteat Ante acity 69 0,8 (13)(2) .35 A > 15,6 A OK Use :--10 AWG frcttta .i-l:rax to Load ct*rttos both c,ha its Voltage tDrop -Etipbase Tttstek Cable - 10 rtata..rcrs pvn a:itcuft = 0,500o Maapa Voltages C: fop 0,0 based etl*rat g tttrrearat, € peel athg vrgltaaCte and trsfzfaaa sake tesistanc.ee feat NEK C".faafatcq Ca, Tail e t = Imax x ealattas'kft (04)t CC, Tikle Es) x One -May Distmce x 2 1000. Vrnka x 100 .::10 .AWG = 15,6 A x 1.29 eahmsIfi x 30 ft, x 2 ° 1(0) 2A0 VAC x 100 = Ot 5004 101 #" Total Wit op =. 1.,000 Craracfttit . (6)1'C 10AVIG TT WN -24(1) I'C 8 AWG TT3WIhi 2 =- 0,0211 h'2'6+D366 h2 - 00632 h2 Ct.21: W Use 14x, EMT meets iequitements of €gm 2 v h'es 401111 r fill, C1,4at 9, T<4)le 4 -03 C"aalktslzaticatas !)teacart By:I3, Ccafaaas#aas IE Alia€raaativees C lot ado Inc, ., Atkltass, 3055 U)epew Street ()ata: 11,42145 11 ' 0 W, 12.t1a Ave Xceel Enetcly I.3o kw Ree aids Application: ReMvis'lc t. f'tonw>t, Call 80:704 1 F"t€tfact 4'aa s,tticttt. 7,iA2':a7 Ray. Date,. �. C"iir ret: C)aylearae i ttf«aa Sca%� - NTS Ems 690.8(B) Conductor Ampacity is greater of: 1. 690.8(B)(1) Conductor Ampacity = Irnax x 1.25 = 23.92A X 1.25 = 29.9A (Per 690.8(B)(1) OR 1=11N Conductor Ampacity = Imax / 90deg 1'4mp Correction Factor (T -310.15(13)(2)(a)) Conduit Fill Factor (T-310.15(B)(3)(a)) 690.8(13)(2)(b)) So that, 90deg Rating of Conductor (T -310-15(B)(16)) > > Imax in 690.8(A) after adjustment and correction factors 40 A rating for #10 AWG THWN-2 > 24.92 A = OK OCPD Rating Located in Main Service Panel Minimum OCPD Rating > kont x 1.25 (Per 690.8(B)(1)(a) 30A > 29.9A = OK I Maximum OCPD Rating > Derated Ampacity (Per 690.8(2)(c) 30 A < 40 A PER 705.12(D)(2) OCPD < (120% x Busbar Rating) - Main CB Rating 30A Circuit Breaker< (1.2 x 200 A) - 150A = 90 A = OK Terminal Rating: (75deg Rating of Conductor (T -310.15(B)(16)) > Conductor Aracity 690.8 (B)(2) 35 A > 24,92 A >> OK Use #10 AWG from 3 -box to Service Panel Voltage Drop -Enphase Trunk Cable - 8 micros per circuit = 0,27% Vdrop Voltage Drop % based operating current, operating voltage and copper wire resistance per NEC Chapter 9, Table 8 = to x ohms/kft (Chpt 9, Table -8) x One -Way Distance x 2 / 1000 / in x 100 # 10 AWG = 832 A x 1.29 ohms/kft x 30 ft x 2 / 1000 / 240 VAC x 100 = 0,27% Total Vdrop = 0.54% Conduit - (3) I/C 10AWG THWN-2+(l) I/C 8 AWG THWN-2 = 0.0211 in2*3+.0366 in2 = 0.999 in2 < 0.213in2 Use 3/4" EMT meets requirements of over 2 wires 40% fill, Chpt 9, Table 4 ':A . .... . .. . Calculations GRID Alternatives Colorado Inc, Address: 3655 papaw Street 0 th Xcel Energy Solar Rewards Application: 112 W. 12Ave Denver, CO 80204 Project Valuation: $23,227 . .......... Client: Gaylene Lopez Drawn By: B. Copanas Date: 11/12/15 Revision: Rev. Date: Scale - NTS 6. 2 Quickmount QMNC Qbase Composition Mount lag embedded center of 1 total attachments, betweenMax Span attachments — 48" Max rail cantilever panot to st Grid Alternatives 1120 W 12th Avenue Deaver CO80204 u FOR OFFICE USE ONLY City of Daae: ' M7 Wh6atRjge (JMMt3NiTy DEVELOPMENT PramP tt � r Building & Inspection Services Division 7500 K 29th Ave., Wheat Ridge, CO 80033 Plan Review Office* 303-235-2855 " Fax: 03-237-8923 Inspection Line: 313-234-5933 Building permit Application " * Please complete all highlighted ar s ora loath sides of this form. task **� �"Incomplete appllcatlo Property Address:. 3655 Depew St, Whet Ridge, CO 80212 Property Owner'(please print): Lopez, Gaylene Phone: 303-916-1057 Property a s, ss> # • Mailing Address: (if different than property address) Address'.. Same as above Git , State, r i ; Architect/EngiMpt: Architect/Engineer E-mail: Phone: Contractor: Solar City Contractors City License #> 110035 Phone: 817-994-9743 Contractor E-mail Address; bkocis@solarcity.com Sub Contractors: Electrical: plumbing. Mechanical-, W.R. City License # W.R. City License # W.R. City License Other City Licensed Sub: Other City Licensed Sub: City License ## City License ## Complete all information on BOTH sides of this form Version *46.4 RU -SolarGty. July 9, 20115 Proiect/Job;# 8625155 RE:: COVER L Project: Lopez Residence 3655 Depew St WHEAT RIDGE, CO 80212 To Whom It May Concern, A jobsite survey of the`existing framing system was performed by a Site survey team from SolarCity. ,Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = IRC 2012. / TBG 2812, ASCE 7-10, and 2012.NDS - Risk Category = If - Wind Speed = 1.35 mph, Exposure Category Ground Snow Load = 3t3 psf MPI: Roof DL = 9.5 psi, Roof LL/SL = 21 psf (Nan -PV Areas), Roof Lt; -;MP2: Roof Of. -,9.5 psf, Roof LL/SL = 21 psf (Non -PV Areas), hoof Li Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22435 On the above referenced project, the components of the structural roof frac been reviewed. After this review is has been determined that the existing sl set to withstand the applicable roof dead load, PV assembly load, and live/sl ** • r • 1. •r mm .e• •ta of the IRC 2012 / IBC 2012. Please contact me with any questions or concerns regarding this pt kry ^iccaaJ (PV Areas) Seisms Design Category (SDQ = B < D *'gym V. * 48680 Digitally signed by Humphrey Sincerely, Kariuki Date: 2015.07.10 07:15:3 Humphrey Katriuki, P.E. 04'00; ONA Professional Engineer T: 443.451.3515 email; hkariuki@grnaii,com 55 t lean dew Way San Mateo, CA 94402 r ( 5 ) 638-1028 (888)SOL-CITY F (650) 638-1029 sour¢ ty,cwom rients y m �i m C1-8Z-sn--v000S3S 38C13�VIOS fz. YJ � K9 ( i 9 LOZ/ /Z Ad I� `Id 3� S Le 19 L �lom �0 � �s sza zow { vo v �Av ova .MUM 3W %Z-d gZ1 I1 NI ZZ u. m 3K �l dd 1 d 19'9 WM 1202 '3 018 IV3HM � n�MnO s . O 0 1Wd . 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I N3 3 I , AW— I_ I � ICi i3� Ltlf91�LE? 01'4!0' 1Q :aleC1 I I1nue,i I I I *» su-4 IQ oY _a., wwyy ..rrrrww.r 08 )GojS T ),8015 a16-'!tdS r wo:) :1v12331v14 ^`�"%`w*w..rr..wa yam% / �OI5 i ��ld�?1S aI ISIS :lb'12�31'dl4 0170 9T:H 11d WMV 9T :H 118 CA k LBW SIDE VIEA FPCIANDSCAPE172" 24tr RT d 190 RAFTER 2x6 @ 4" OC C.I. 2X6 16" O SISTER UPGRADE INFORMATION: RAFTER UPGRADE SIMPSON A3CLIP NAILS IF M 1 NTs -SPACING Y -CANTILEVER ` NOTES STAGGERED R 270 PITCH 16 STORIES. 1 %RRAY AZI 270 PITCH 16 Come Shingle 4IATED BY HATCHING UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW.. 2. FASTEN (N) SISTER TO (E) MEMBER W,/ SIMPSON SDW 22300 (IF —PLY) OR 22458 (IF 3 -PLY) SDW SCREWS STAGGERED AT 1" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A " DRILL SIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN () SIDE MEMBER TO ( RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF —PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED .,«. STAMPED & SIGNED FOR STRUCTURAL ONLY W SIDE VIEW OF MP2 NITS O OA 'P0 � il 14 CI f RAFTER !« Ii STORIES: * '�S �z i PITCH iY « • • OC Cono Sliante SIMPSON SOW 22300 WOOL} SCREWS 0 1" (E) WALL OR (E) RAFTER O.C., TYP. (E) RIDGE BOARD SUPPORT BELOW OR SUPPORT BELOW (N) SISTER MEMBER TO (N) SISTER MEMBER (N) SIMPSON A34 CLIP BEAR ON PARALLEL CEILING W/ (8) 8d NAILS JOIST OR SUPPORT BELOW NOTE:. STAGGER FASTENERS FOR SISTER MEMBERS 2X8 OR LARGER LOPEZ, GAYLENE C LOPEZ RESIDENCE 3655 DEPEW ST 5.61 IOW PV ARRAY WHEAT RIDGE, CO 80212 3039161057 PAM NAW STRUCTURAL VIEWS DATES PV 3 7/ t Comp Mount MOM +!'t 0 STAMPED & SIGNED FOR STRUCTURAL ONLY W SIDE VIEW OF MP2 NITS O OA 'P0 � il 14 CI f RAFTER !« Ii STORIES: * '�S �z i PITCH iY « • • OC Cono Sliante SIMPSON SOW 22300 WOOL} SCREWS 0 1" (E) WALL OR (E) RAFTER O.C., TYP. (E) RIDGE BOARD SUPPORT BELOW OR SUPPORT BELOW (N) SISTER MEMBER TO (N) SISTER MEMBER (N) SIMPSON A34 CLIP BEAR ON PARALLEL CEILING W/ (8) 8d NAILS JOIST OR SUPPORT BELOW NOTE:. STAGGER FASTENERS FOR SISTER MEMBERS 2X8 OR LARGER LOPEZ, GAYLENE C LOPEZ RESIDENCE 3655 DEPEW ST 5.61 IOW PV ARRAY WHEAT RIDGE, CO 80212 3039161057 PAM NAW STRUCTURAL VIEWS DATES PV 3 7/ t c (s)"j ext» (oss)-*a 'g x "6 VV-10r Vo Aa Um aWN MYd 96Z°-d99Zi1: I Ii9NK ZZ } 1 I I l IM 1 )pan d 1" SMO 01 it a ve Ali:)jelo u WN ),Vddtfi Ad M : L9' iS M d 999 sks .. l U . 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AT Pk6 WITH IRREXCRSIBLE CRIW Meteumber � 10�0l3300 Overhead Service Entr 200A MAIN SERMCE PANEL E 150A/215MAIN CIRCUIT BREAKER 411 . 13tNt AL TUUI tb ' Inv 1; [X Ungrounded "' " INv -{T} t InvertR ,, 5t) W. 24 INV 2 INV'3 Pl ITt 17I2_RaALfUrP :R SPECS MODULE SPECS LIC.EN15 UAgEI — X22} YINGt9 YL 55P-- 9b TYPEEC 8041 wjUnlfed €llsco and ZB, AFCI PV Madura, 255W, 230.8W PTC. H4, m, YGE—Z CO, Block Frame, ZEP Enabled Voc. 37.7 Vpmax; 30 Isc AMD Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Inverter SOLAREDGE A I cc SE A-US-ZB-U MP1,MP2; 1x12 Ecc you ,�______.�___....�_..____–__------------ _____ L2 + R N t 2 R ________.,-_...,.._____---- —_-_.._____-__ a --.:_____-_____�.,! I t I(1—AdR Wf- Ale FUT Voc* = MAX VQC AT MIN TMP �QI (') BR XN201A3/02P. 2.PV BACKFEEDEIREAKER r `` Meter S&ket iR R , ftoess Ar to ATOP 4R i AWG 30 * R t R a CUM W FR !', R.. *.. R.. R:. (I) A#G#10'JHYN -2, fIlock ( ) (t)AIIIG #!O :THYN-2, Red #I THW4-2, Mite NEUTRAL Vmp =240 VAC Imp= 23 AAC (I)s� Iilt -4 Evil CONFIDENTIAL – THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANIAM EXCEPT SOLARCITY INC,, NOR SHALL IT BE DISCLOSED IN WW OR Nt PART TO 07HERS OUTSIDE THE RE T'S ORGANIZATION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT. YYtTHOUT THE WTTEN PERMISSION OF SOLARCITY INC. m JB -8026155 SmIlk LOPEZ, GAYLENE 3655 EPEW Mount Type WHEAT RIDGE, CO 012 ST YII"I � YI.P-2b SOLAREDGE PowerBox 1a RRH4, DC to R. 1) AWG #6, Solid Bore Copper r.R R .RR R r.R R .R.R .•R R R r•R R .« •R i DECE.. SEPARATE FROM R R.i. . SIM: K14. DATEE. PV 5 7/9/2015 lwovl!�,oiarCi 3M oeorwww way Son Moteo94402 T:(W) -1026' (650) 6.34-1029 (888)–SOL–CITY ( 246.9) wwwsoloreltyow a , Solid Bare Copper EGC VMP 350 11 VDC IMP= 1163 'i ADCENT (24=110, PV We, 600V,r0 (1)AWG pa, Solid $dre CWer EGC Vmp 350 VDC VDC Is c 15 Imp= 7.19 ADC ADC SIM: K14. DATEE. PV 5 7/9/2015 lwovl!�,oiarCi 3M oeorwww way Son Moteo94402 T:(W) -1026' (650) 6.34-1029 (888)–SOL–CITY ( 246.9) wwwsoloreltyow m® c :( a % l 9Ad dJVOVld NVId 3115 L90 19 LKN AVG AM 73WR vd 9 00 °aid IV3HM �,VMV lid MA L9'9 1S M3d3a 959 aqn a q j! m 3 N3063d Z3dOl 0 3N31,kV ' 3dOl WOS-af AOi7Z = 39V110Ard•O Iw l s + i:...t 'fit !I ♦♦ ♦ s Wd t MV OIVIIOAOiOHd O. 1 I I r 103NNOOSIO 00 aNV 213183ANI *NMOHS SV (]:31VDOI S103NNODSICI HEM sADwos 9NIM0110:1 Label Location: (AC) (POI) Per Code, NEC '690.14 C.2 w, ;o NEC • s�0 INVE.. „ ISUNGROUNDED �Label Location: , �r (AC) 1 "° ` `;, Label Location: (AC) (POI) 0 53 Per Code - NEC 690+64 Label Location+(AC). AC ?isconnect Per Codes (C)r Conduct 11M NEC 690117(4) (CB): Combiner Box (D). Distribution Panel (DC): 1C Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (l)r Utility Meter (POl). Point of Interconnection 3055 Ckwv*w Way San Matw, CA 94402 *411016 I&A4=4104410141 112401= T:(650) 638-1028 F:(650) 638-1029 Al f! a([ (765-2489) a 1 Z Jo Z :06ed Ypd'Zo as tlaQSjno OBURJS 10i M'Z Va Z? sddV PUV SIU010d '0040V lno4pm 0Sus 4,3 q jao{qmk ex suoi`}pmdS Q,sm qnvo jo4 mnpujd s,aloS dig jo AJmgrQRJMS 0141 NAJUSA 10) 9jQMUods04 ,4pjos v jawolsm qqj, 'Alopuiem janpaw *4ug 0& pas qw vuoqmVjYoQjq 04; SNnjqvuol spnPoid S,jPloS d07 4)m poddqs uo,,jvjvmurvx,,p jasn-pus a4l pnpwd 4ova jo4 14upjjem janpcud ueNum sa=il u6 pauMiuco s! 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Dimensions wlVh AC/DC 5afev2 3M A 12's x 71 ',K1 S x 12, 5 x 7 5 30.5 x 12,5 A IM / 77S N 31S x.260 !hmit'rh (HxWxD 775 x 315 x177 775x3l x191 m eht with AQ,'DC 'AfOy Switch 51.2"23,;' 543 243 88A / 40A N141t1wMICorreuxion Flalvl� replluceabN�tl < 2 dM MmAlax. Operating'rernpefaiure -13to-140;'`25tc,+ )�(,AN4,ersio2,**** 40ta,60) F VC Ran e PT, ec�,tron Ranng NEMA 3R eaa A ".s he "eee C..@ 4".5"'H]: nMlrr't,Cs ipwl 'Aelvaiee' .... CAN R114s.—Agii0e nmku'vr­ selinioaFsc.P'Ni ity of �° s "� i � • Buil ding Pe +► • (C omple t e highli MOM MII (please print): Address: City, State, Zip. City License # City License # City License # t' • describe r be perform a dd itional y rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and " Atoms IGNA ME: DATE: 1 9 +1111: • s' * . + s • • s ♦ • Property Address: 3C5 Property Owner (please print): 6— Phone: � J Mailing Address: +f different than property address) Address: City, Mate, Zip. w w .ct Dst Plea Permit #rj1; w. City License # City License 1# � jfirlp§gn Sf work: (Folly describe worm to be performed . Attach additional shoot if necessary) I 57 I l Contract Value of all iivorlc. Review Fee (due at time of submittal): S quares s ns - Amos Sq w': ♦ w w L_ Inspector Must Sign ALL Spaces pertinent to this project I Foundation Inspections 0 . Initials gyroont - - -- - ------ Footing/Stemwall Inspect or n de", r ... gr Inspe Comments Iml Initials I Plumbing (Below In-slab Heating (Below / In-slab) ugh Inspectins Insp ct r I M Ro o 1 Initials Comments Rough gq bIMe c ha n i ca I as P Ping Do Not Proceed Without A roval Of Above Rough Framing C17Y OF WHEAT RIDGE, ' 351 PA edbb 81/18/13 - 1 Insulation Drywall Screw / Nail Stephen C Lanyan Inspector RECEIPT NNUB888476 AMOUNT Final Inspections Date ?PS P Install 96,880 bta f 76.00 201390138 --- Initials Final Electrical Permit Fee 40.88 Use Tax 36.88 Final Plumbing Final Mechanical PAYNENT RECEIVED ANOUNT Re 4619 76.80 Roof Auth Cede: 83U29 Final Building / Frame TOTAL 76.88 Rough Mechanical ----- ---------- ­ ----------- ------- —. Landscaping & Parking I Planning Dept, Inspections from these entities should be requested one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept. inspections call 303-235-2846, For ROW and drainage inspections call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist, contact the Fire Protection District for your project. te I "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a certifica • •ccupancy is issued Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 111 79,19 :� uppipig Mailing .. prop .. Address; Combanv Name: License #.* n Date: It Sm 6 ' 4 M1 y RVIL DINO DEPARTWNT CQ WsWrS: RoOmr k i t MEN y w m IQ Date: Plan # Permit # Property Owner (please print): i- Phone: -? 10 3 'Tle Mailing Address: (if different than property address) Address: RMIMIMINDMUI fBWNANIE: - SIGNATORE: - DATE: 2m,",jj=f&_ - �(- ( i Date: Plan# clot m Contractor: WmE3mmm3EE= Phone. Mechanical: City License # sheet if necessary) OWNERICONTRACTOR SIGNATCRE , OF VNDERSTANDINC AND A(;RFEMF,,NT I Wrdiv ccrlif ¢3i S`s tbv wtback distamx, rV h% 0w, jvrmi ap piicafion m ` tit kxtmfl,� ;Imd do not kioluw upoicahle onfinwwc , rule", or rvgtflatiov, ofthe t <stt kit \t, hcm ( idgc or a.o cnaw,,, CeCICMVM a4 1H - 311d jUctatiow" 111,kle ary awmqc9 flwt I WAI ; md of sc tos aEa,aic In A wmhliowr priowd of" tlat aalalsdactaksaaaa antl 11KIt I assumc fiM tear compli,m,c° %60- aptaloot)4- 0 of �k livat Wd ,v uao'Ws and w&nwms foi woT timici iny pumit is, buscd on tbis applicaliow (hat I 'm the h�gd Aoknv or hmv hkcn 11� dic kga e iwr of 0w, propsmy to perfont) dic descrilvd woA jild ant alco atahtm"ed by dw lvgal otrmr tit m) enut mchidQu on this application to lim 01,sv cmitg- on flat' upplicatiort. CIRCLEE aVE 014',4ER) (C(1NINACTOR) a qf (OWNT'R) (CONTRA(: "TOR) A PkIpine Lumber Brentwood TN 37027 xxx-xxx-xxxx www.m2o.com Contact: Contact: Address* Address: M LMEMMM3E2MM=- Line Item Comments: 0 Customer Approval: inliffili I- --, -, Quote ID 2267 1 Of 5 05103/2012 a - rxe- PO: Est. Delivery: (After Receipt of Order) Quote ID" 2267 2 Of 5 0510312012 zmm�M: Item* 0006 Location* Quantity: I Tuscany, 81207, HV, Net 37" x 35 112' UF. 0,35, SGC: 0,28, VLT: 0,52 210,80 Item Total: $ 210.80 ............. Fin Placement: No fin (block frame); Wall Condition: No Jamb; Sliding Item Quantity Total: $ 210.80 Direction: XO; Exterior Finish: Tan; Interior Finish: Tan; Glazing: Dual Glazed (insulated Glass), Outer Glass Lite Option: SunCoat Low-E; Inner Glass Lite Option: P516 (Standard Obscure); Glass Thick 1: 1/8"; Glass Thick 2: 1/8"; Spacer Type, EdgeGard; Screen: Standard; Clear Opening W 1515115`" H1 32 1/2'" SO: 3,60 Even though the diagram of the grids may not line up exactly, manufacturer will line up the grids when being built. Line Item Comments: Customer Approval: 'hiai in i s Manufacturer: Milgard Item. 0007 Location:. Quantity: 2 Tuscany, 8120T, HV, Net 67 3/4"x 24 314" UF: 0.35, SGC: 0.25, VLT: 0,47 227.12 Flat Grids 25.39 Quote ID: 2267 3 Of 5 Manufacturer: Milgard Quantity: I Tuscany, 8120T, HV, Net 51 1/2" x 37" tip: 0.35, SGC: 0.25, VLT: 0.47 248,88 Flat Grids 28,56 Manufacturer: Milgard M , MUM= t7s-cany, r. Flat Grids - - - - - - - - - - - - 0 0 11 - SUBMITTED BY: SUB TOTAL (taxablel:$ 3841.04 SUB TOTAL (non-taxable)*$ {l= ACCEPTED BY: TAXES( 7. 620 %):$ 292,69 DATE: ....... GRAND TOTAL:$ 4133.73 mzff�� manufacturing process. In most cases variations will be minimal. Please contact your Milgard location with questions or conjerns regarding this potential variation. PRICE/PAYMENT TERMS: -FOS factory. Price based on Fumishing Materials only. 210,80 19.49 Item Total: $ 23019 Item Quantity Total: $ 230,29 Customer Approval: Initials , - " Ouote ID: 2267 4 Of 5 05103/2012 -Proposal shall remain valid for thirty (30) days from date shown above. ADDITIONAL INFORMATION: This Quote is valid for 30 days. This Is an estimate only and does not Include delivery charges. R' R t ra Quote ID: 2267 5 Of 5 05103/2012 Inspections will not be made unless this card is !posted on the building site Call by 3:00 PM to receive inspection the following business day. Electrical (Underground) INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPMDrain INSPECTOR INITIALS COMMENTS: Footings /Caissons AIN Roof Stemwall / (CEG) C Encased Ground Building Final Reinforcing or Mon Fire Department Weatherproof / Fre R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE. , ALL ITEMS MUST BE COMPLETED AND APPROVED BY" PLANNING - AND ZONING, - BUILDING AMD PUBLIC °WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NQR PERMISSION FOR OCCUPANCY. Sewer Service Lines - - Water Sery ice Lines YOUR n0 CONCRETE UNTIL AB OVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS - - - Sheathing AIN Roof Lath / Wall tie Building Final Mid -Roof Fire Department Electrical Service R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE. , ALL ITEMS MUST BE COMPLETED AND APPROVED BY" PLANNING - AND ZONING, - BUILDING AMD PUBLIC °WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NQR PERMISSION FOR OCCUPANCY. Rough Electric - - Rough Plumbing Gas Piping Rough Mechanical ABOVE PRIOR TO Insulation Drywall Screw FINALS Electrical Plumbing Mechanical AIN Roof > Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE. , ALL ITEMS MUST BE COMPLETED AND APPROVED BY" PLANNING - AND ZONING, - BUILDING AMD PUBLIC °WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NQR PERMISSION FOR OCCUPANCY. UCCUPANCY NOT PERMITTED, UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE ]�;'% Building Inspection Division (303) 234 -5933 Inspection line 03) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: P OO _r Job Address: 36» Z Permit Number: i )D/07z ❑ No one available for inspection: Time r '(, , AWOM Re- Inspection required: Yes No When corrections have been made, calf f or re - i pa at 303 Date: C 4 - Inspector: f r iEr DO NOT REMOVE THIS NOTICE _ City of Wheat Ridge r 4000r- Residential Roofing PERMIT - 102102 PERMIT NO: 102102 ISSUED: 09/03/2010 JOB ADDRESS: 3655 DEPEW ST EXPIRES: 09/03/2011 DESCRIPTION: Reroof 15.5 sqs with 30 yr 3 tab shingles * ** CONTACTS * ** owner 303/916 -1057 Gaylene Chavez sub 303/667 -2700 Olu' Villalobos 10 -0250 Olu' S. Roofing ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0460 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 125.05 ' z Total Valuation Use Tax 90.00 ** TOTAL ** 215.05 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" ..requires panel sheathing overlay on entire roof. Sheathing inspection is .required prior to covering. Midroof inspection is not required on permits purchased after 4/18/10. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m, on the day of inspection or a re- inspqction fee will be assessed. I hereby certif that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinanc u s or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measureme is a wn and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicat n n th I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic R dge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the .discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review j subject to field inspections. Signature cff`GPff Building date T LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY Illy ut Plan iF Building & Inspection Services Division Permit # 2-/ 0 ` 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303- 235 - 2855 ` Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application t�roprar; �1dctress: ( F -t�� /2 W gGtt- &2t2 Property Owner (p /ease print): CI¢`fLFhJf Ph `3Fiq /G ((7 "7 Mailing Address: (if different than property address) Address: City, State, Zip: Cv ry afracfior: CLUS contractors City License #: 2 4 W Phone: - - -- Sub Contractta5� Electrical: Plumbing: Mechanical: City License # City License # City License #, C3 ` P'k- 3T('46 $'1-L 104[ c_ wl (ff i7(IOND9L GirFF �`FFG4t2 $ Contra�ue: Review Fee (due. at time of submittal): Squares /5:S BTU's Gallons Amps SgFt. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, mlesor regulations of the City . of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized b*gao f the property to perform the desc ribed work and am also authorized by the legal owner of any entity included on ist that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED RE (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: • I p Bldg Valuation: PERMIT: �20702701 ADDRt. ,3 V5es JOB CODE: INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 3051 utatlon-- 06 Mid -Roof 3 ath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FO' TIONAL INSPECTIONS c Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division.