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Home My WebLink About4345 Quay 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:'�'J Job Address:,%,}(� �f Permit Number: �tr�`> 6 T ❑ No one available for inspection: Time /C= !3 PVI /PM Re -Inspection required: Yes-',, No," — When corrections have been made, c for re -inspection at 303-234-5933 Date: "" Inspe �--�"�-- DO NOT RE VE THIS NOTICE w i CITY OF WHEATRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: v_ ) cr►Y�A,'►,,x Job Address: 4-13 L) .� ( Permit Number: D 143 D l 10 R a irrlia� n rnV 'J t ❑ No one available for inspection: Time / Q- % PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: I f 19 Inspector: i IN DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE Building Inspectiorn Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `4o q - 'n,- Job Address: l 3 qS 0 o n y S Permit Number: a o i £S n l (.v ::;-- o ❑ No one available for inspection: Time 10 AM PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 / y ILI Inspector: —i— I'Z> 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: c / V 67 - Job Address: Ll S�- Permit Number: 1 7 c 1 g o! to S 1 ❑ No one available for inspection: Time / O = U) CPM Re -Inspection required: wes No When corrections have been made, call for re -inspection at 303 -234 - Date: 111-6. Inspector: _T_ rc� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -I o q- p;nQl lZaO Job Address: t1 OV611 St. Permit Number: '201904q Rw-r f �fi i %•vim -7L7 i ❑ No one available for inspection: Time '' EZ AM/,f'M/ ll Re -Inspection required: & No When corrections have been made, call for re -inspection at 303-234-5933 Date:6A7/i� Inspector: b6itic, Love DO NOT REMOVE THIS NOTICE !a 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: -3 0 1 - Al ' d Job Address: 3 q S' Q 54 - Permit Number: 0 0 1 8 D 14, S-0 ❑ No one available for inspection: Time = 31 A PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- 4, / 1 t, q Inspector: T1� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar Reinstall PERMIT - 201801688 A ri PERMIT NO: 201801688 ISSUED: 06/08/2018 JOB ADDRESS: 4345 Quay ST EXPIRES: 06/08/2019 JOB DESCRIPTION: Residential solar reinstall 4.33 KW roof -mounted grid -tied solar PV System. *** CONTACTS *** OWNER (720)219-7906 WIGGINS MATTHEW *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,895.60 FEES Total Valuation 0.00 Res. Solar Reinstall 150.00 ** TOTAL ** 150.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, byy myy siggnature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, ap'p icm%le%wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal.owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thiseeNit.,� further attest that I am legally authorized to include all entities named within this document as parties to the work to be per orrnod and that all work to be per or ned is disclosed in this document and/or its' j)Jccompanying approved plans and specifications. Sigga r`e oL, WNEIj dor CONTRACTOR (Circle one) Date I, TiA,permit was rued based on the information provided in the permit application and accompanying plans 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 andmay be subject to a fee equal to one-half of the original permit 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 and procedures 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 change. of the natural flow of water without prior and specific approval. 5. The permit holder shall otify the Building and Inspection Services Division in accordance with established policy of all required ins sand shall n roceed or conceal work without written approval of such work from the Building and Inspection Services Div n 6. The ance r rant' it shall not be construed to be a permit for, or an approval of, an violation of any provision of any app r or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat �dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date" (, �O/ / z Plan/Permit # PIaNb P;;VY E ReviewFee: l Building Permit Application — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4345 Quay St, Wheat Ridge, CO 80033 Property Owner (please print): Emily Wiggins Phone: 720-219-7906 Property Owner Email: bebewiggins@gmail.com Mailing Address: (if different than property address) Address: Same as above State. Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.com Sub Contractors: Electrical: :IVF Idfnbing: Phone: Phone: 253-720-4461 W.R. City License # W.R. City License # Other City Licensed Sub: ¢ - - Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ 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.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I_ReM6VJ,4.335 kW roof -mounted grid -tied solar PV system A AJ Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 5895.6 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 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 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. (—,� CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)�/ I PRINT NAME: Daniel Licciardello ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: 0U.0y agned by Daniel Daniel Licciardello U.—M. SIGNATURE: Date 20180605072250-06'00' DATE: 615/2018 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Kn SolarCity SleekMountT1 Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Tvoe C 230 Section 6.5.6.3 Roof Slope qh Gable/Hip Roof Rafter Spacing Mean Roof Height 24" O.C. 15 ft Framing Type Direction -281 lbs Y -Y Rafters Uplift Capacity of Standoff Purlin Spacing X -X Purlins Only NA Standoff Demand/Capacity Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Kn Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/11 Mean Roof Height h 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 psf T -actual Ext. Pressure Coefficient GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (DOM)0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure P p = qh (GC) Equation 6-22 Wind Pressure Up p „ -16.2 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -281 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.2% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -312 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.5% CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Kz Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Tvpe C Section 6.5.6.3 Roof Slope qh 220 Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacinq SM Seam Onl NA Wind Design Criteria Wind Design Code Kz ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Krt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 Psf T -actual Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-116/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up P „ -16.2 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -281 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.1% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -312 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.4% F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN M P4.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 68 Fv' = 172 fv/Fv' = 0.39 Bending(+) fb = 1629 Fb' = 1676 fb/Fb' = 0.97 Bending(-) fb = 286 Fb' = 1144 fb/Fb' = 0.25 Deflection: Fb'- 975 1.15 1.00 1.00 0.683 1.300 1.00 1.15 1.00 1.00 0.59 L/233 0.76 = L/180 - 0.77 Interior Live Total 0.85 = L/161 1.14 = L/120 1.00 0.74 Cantil. Live -0.37 = L/76 0.31 = L/90 1.00 1.17 Total -0.53 = L/53 0.47 = L/60 1.12 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 975 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 975 1.15 1.00 1.00 0.683 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.55 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D+S, V = 406, V design = 372 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1026 lbs -ft Bending(-): LC #2 = D+S, M = 180 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr -roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, - -no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 31e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY ! PROJECT WoodWorks'Wl Sep.8,201410:501 MP4.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 607 tern Start End Start End DL Dead Full Area No Bearing: 7.50 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Partial Area No 1.50 6.50 3.00 (24.0)* psf *Tributary wiatn (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : -- 0' 2'-2" 12'-8" Unfactored: Dead Snow 150 456 88 311 Factored: Total 607 399 Bearing: F'theta 457 457 Capacity Joist 611 399 Supports 607 683 Anal/Des Joist 0.99 1.00 Support 1.00 0.58 Load comb #2 #4 Length 0.52 0.58 Min req'd 0.52** 0.58 Cb 1.72 1.00 ch min 1.72 1.00 Cb support 1.25 1.25 Fcp sup 625 625 "Minimum bearing iengtn governea by the requirea wiatn OT the suppowriy rnerriuei. MP4 Lumber -soft, Hem -Fir, No.1, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 13'-11.3"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP4 PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description L, MP4 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Ri Roofing Paper 0.5 psf Plywood Sheathing . R2 No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 7.5 psf MP4 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load L, 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 W Tributary Area Reduction Ri 1 Section 4.9 Sloped Roof Reduction R2 0.95 Section 4.9 Reduced Roof Live Load Lr Lr = L° (R,) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf MP4 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load PC, 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? -°°f No 7-2 Effective Roof Slope 230 I Horiz. Distance from Eve to Ridge W 13.1 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Exp Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pf-min 30.0 psf 7. 7.3.4 & .10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (C,) (I) pg; pf ? pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Loa Over SM—Frounding Roo Surface Condition of Surrounding C5 All Other Surfaces Figure Roof -°°f NA 7-2 Design Roof Snow Load Over P: -=f = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof PS1°Of 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C 5 _PV Unobstructed Slippery Surfaces NA Figure 7-2 Design Snow Load Over PV Modules Ps P" PS -PV = (Cs -PJ Pf ASCE Eq: 7.4-1 1000/0 30.0 psf F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP3.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value AnalysisjDesign Shear fv = 51 Fv' = 155 fv/Fv' = 0.33 Bending(+) fb = 793 Fb' = 1504 fb/Fb' = 0.53 Bending(-) fb = 328 Fb' = 1285 fb/Fb' = 0.26 Deflection: Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D+S, V = 318, V design = 282 lbs Interior Live 0.13 = L/728 0.39 = L/240 0.33 Total 0.21 = L/450 0.52 = L/180 0.40 Cantil. Live -0.11 = L/261 0.23 = L/120 Lc=concentrated 0.46 Total -0.16 = L/174 0.31 = L/90 Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern 0.52 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.854 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D+S, V = 318, V design = 282 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 500 lbs -ft Bending(-): LC #2 = D+S, M = 207 lbs -ft Deflection: LC 44 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing_: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. WoodWorks(R)I COMPANY PROJECT i Sep. 8, 2014 10:48 MP3.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 10.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) yam— — - -- 0' 2'-2" 9'-4" Unfactored: Dead 170 94 Snow 362 208 Factored: Total 532 301 Bearing: F'theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.85 0.85 Support 0.91 0.51 Load Comb #2 #4 Length 0.50* 0.50* Min req'd 0.45** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. MP3 Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 10'-3.9"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP3 PV System Load PV Module Weight (psf) Hardware Assembly Weight s 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description L, MP3 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing Rz No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No Pf-min Miscellaneous 7.3.4 & 7.10 Miscellaneous Items 1.1 psf Total Roof Dead Load 7.5 psf MP3 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load L, 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.95 Section 4.9 Reduced Roof Live Load Lr L, = Lo (R,) (RZ) Equation 4-2 Reduced Roof Live Load Lr 1 19 psf MP3 19.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pq 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? ASCE Eq: 7.4-1 1000/0 No Effective Roof Slope 230 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 13.9 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Pf-min 30.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) pt = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 73-1 Flat Roof Snow Load Pf 30.0 psf 1000/0 ASCE Design Sloped Roo Snow Load Over Surrounding Roo Surface Condition of Surrounding CS -roof All Other Surfaces I Figure 7-2 Roof ASCE Eq: 7.4-1 1000/0 NA Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof PS -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _G,,, Unobstructed Slippery Surfaces NA Figure 7-2 Design Snow Load Over PV Modules PS P° PS -PV = (CS -PJ Pf ASCE Eq: 7.4-1 1000/0 30.0 psf F1I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb Wood Works® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 52 Fv' = 155 fv/Fv' = 0.34 Bending(+) fb = 911 Fb' = 1504 fb/Fb' = 0.61 Bending(-) fb = 308 Fb' = 1241 fb/Fb' = 0.25 Deflection: Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: 0.19 = L/547 0.42 = L/240 0.44 Interior Live Total 0.28 = L/362 0.57 = L/180 0.50 Cantil. Live -0.15 = L/190 0.23 = L/120 0.63 Total -0.21 = L/132 0.31 = L/90 0.68 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.825 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 322, V design = 288 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 574 lbs -ft Bending(-): LC #2 = D+S, M = 194 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks(" Sep. 8, 2014 10:51 1 MP2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 525 tern Start End Start End DL Dead Full Area No Bearing: 7.50 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* psf *Tributary Wlatn iIn) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 2'-2" 10' Unfactored: Dead Snow 144 380 84 229 Factored: Total 525 312 Bearing: F'theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.84 0.88 Support 0.90 0.53 Load comb 42 44 Length 0.50* 0.50* Min req'd 0.45** 0.50* Cb 1.75 1.00 Cb min 1.75 .00 Cb support 1.25 1.25 Fcp sup 625 625 -Minimum bearing iengtn setting us a: IIZ Tor ena supports anu uz iu mienul sUPPU[La "Minimum bearing length governed by the required width of the supporting member. MP2 Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 11'-0.6", Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP2 PV System Load PV Module Weight (psf) Hardware Assembly Weight s 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP2 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing R2 No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 7.3.4 & 7.10 7.5 psf 1141122 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf PS P" Roof Slope I 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.95 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Ri) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf MP2 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? No Effective Roof Slope PS P" 220 I Horiz. Distance from Eve to Ridge W 14.1 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 Snow Thermal Factor Ct All structures except 1 s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ pf-min 30.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) Flat Roof Snow Load pr Pf = 0.7 (Ce) (Cc) (I) pg; pf a pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding CS '°°' All Other Surfaces Figure 7 2 Roof NA Design Roof Snow Load Over PS P" PSf = (CS -roof) Pr ASCE Eq: 7.4-1 SurroundingRoof PS rO°f 100% 30.0 psf ASCE Desicin Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed Slippery Surfaces Figure 7-2 NA Design Snow Load Over PV PS P" PS -PV - (Ce -PJ Pf ASCE Eq: 7.4-1 30.0 psf Modules 1000/0 F1� WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 49 Fv' = 155 fv/Fv' = 0.31 Bending(+) fb = 767 Fb' = 1504 fb/Fb' = 0.51 Bending(-) fb = 308 Fb' = 1280 fb/Fb' = 0.24 Deflection: Bending(,): LC #4 = D+S (pattern: sS), M = 484 lbs -ft Bending(-): LC #2 = D+S, M = 194 lbs -ft Deflection: LC #4 = (live) Interior Live 0.13 = L/702 0.39 = L/240 E=earthquake 0.34 Total 0.20 = L/467 0.52 = L/180 0.38 Cantil. Live -0.11 = L/250 0.23 = L/120 Deflection: EI = 29e06 lb -int 0.48 Total -0.16 = L/177 0.31 = L/90 0.51 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.851 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 302, V design = 268 lbs Bending(,): LC #4 = D+S (pattern: sS), M = 484 lbs -ft Bending(-): LC #2 = D+S, M = 194 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr -roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _-no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. WoodWorks° COMPANY PROJECT 50t-7 VARE FOR Wn QB of + c Sep. 8, 2014 10:51 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) --- 10'-5° _ --_ — 0' 2'-2" 9'-5" Unfactored: Dead 138 77 Snow 364 210 Factored: Total 502 287 Searing: F'theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.81 0.81 Support 0.86 0.49 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.43** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 525 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. MP1 Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 10'-5.0"; Pitch: 5/12; support: Lateral top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP1 PV System Load PV Module Weight (psf) Hardware Assembly Weight s 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description LU MPl Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No pf-min Miscellaneous 7.3.4 & 7.10 Miscellaneous Items 1.1 psf Total Roof Dead Load 7.5 psf (MP1) 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load LU 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.95 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Rj) (Rz) Equation 4-2 Reduced Roof Live Load Lr 19 Psf (Mp1) 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? 5 -roof No ASCE Eq: 7.4-1 1000/0 Effective Roof Slope 220 I Horiz. Distance from Eve to Ridge W 10.0 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor cl� Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ pf-min 30.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 Flat Roof Snow Load pf 30.0 psf 1000/0 ASCE DesignSloped Roof Snow Load Over Surroundinq Roo Surface Condition of Surrounding C All Other Surfaces Figure 7-2 Roof 5 -roof NA ASCE Eq: 7.4-1 1000/0 Design Roof Snow Load Over Ps -roof = (Cs -roof Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed Slippery Surfaces NA Figure 7-2 Design Snow Load Over PV Modules Ps pv PS -PV = (Cs-pv) Pf ASCE Eq: 7.4-1 1000/0 30.0 psf 09.08.2014 TM ® SleekMount PV System Version #38.7 S o Ire tY Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: 'I Wiggins Residence AHJ:', Wheat Ridge Job Number: 8005789 Building Code: IRC 2006 / IBC 2009 Customer Name:! Wiggins, Emily Based On:: IRC 2006 / IBC 2009 Address: 4345 Quay St ASCE Code: ASCE 7-05 City/State: Wheat Ridge, CO Risk Category: II Zip Code 80033 Upgrades Req'd? No Latitude / Longitude:) 39.775331 -105.073601 Stamp Req'd?' Yes SC Office: Denver PV Designer: Patty Green Calculations: Kyle Jackson EOR: John CalvertP.E. Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D 4345 Quay St, Wheat Ridge, CO 80033 Latitude: 39.775331, Longitude: -105.073601, Exposure Category: C 2A 3065 %Nav- San i:iatec. CA 9' 102 338) -SOL -CITY 1765-2489) ; r;wed solarcity com September 8, 2014 Project/Job # 8005789 RE: Project: To Whom It May Concern, COVER LETTER Wiggins Residence 4345 Quay St Wheat Ridge, CO 80033 Version #38.7 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 2006 / IBC 2009, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground/Roof Snow Load - 30 psf (Unreduced) - MP1: Roof DL = 7.5 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 7.5 psf, Roof LL/SL = 30 psf - MP3: Roof DL = 7.5 psf, Roof LL/SL = 30 psf - MP4: Roof DL = 7.5 psf, Roof LL/SL = 30 psf Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the IRC 2006 / IBC 2009. Please contact me with any questions or concerns regarding this project. Sincerely, JDigitally signed by John Calvert, P.E. jcalvert(dsolarcity.c � : Civil Engineer om 9� }i (� Direct: 720.292.1508 Date: 2014.09.08�'kiLr 11:25:27 -06'00' email: jcalvert@solarcity.com.,...•. 3055 Clearview Way San Mateo, CA 94402 1 (650) 638-1028 (888) SOL -CITY F j� JUN ABBREVIATIONS ELECTRICAL NOTES � JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. GENERAL NOTES VICINITY MAP TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2009 IBC X . AND 2006 IRC. F 2. ALL ELECTRICAL WORK SHALL COMPLY WITH Ila THE 2011 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: * I AHJ: Wheat Ridge UTILITY: XCEL Energy CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J B-8005789 �� rWIGGINS, EMILY uWIKGGINS RESIDENCE MOUNTING SYSTEM: Comp Mount Type C BENEFIT LL ANYONE EXCEPT IN MOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 4345 QUAY ST 4.335 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (17) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PACE NAME: 7202197906 COVER SHEET INVERTER: SOLAREDGE # SE380OA—US—ZB—U INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM Cutsheets Attached RECEIVED JUN 0 8 2018 Pe REV BY DATE COMMENTS REV A NAME DATE COMMENTS s Patty Green wi'J OIarCI}` , `Y 3055 CleaNew Way SHEET: REV: DATE: San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 P V 1 9/8/2014 (888)—SOL—CITY (765-2489) www.solarcity.com Wco.xjp1DI06'M (68*Z-99L) h1I0-I0S-(888) tlOZ/8/6 7, Ad 6201-9e9 (DS9):3 8ZOL-K9 (099)'l Zo"6 VO '091Dry LIDS 31VO :A3H 133HS Aum Maumaq SSOC Aj!:)jejoS,,.V0.,VA 4 ua9a0 A}bpd ;NOIS30 S �9i 8 ,i 0 3 M J = ,8/T :aleDS N Nb]d 31IS a3HSVa SI 1N34dIn03 d01d31N1 aid 3NV S1N3A ON10na0dd 1V3H% 30N33/31VO KldliNl NO Nnd ilnaNOO d01d31X3 NO Nnd 11nONOO SNOI1V0o� dd0aNV1S T' d313W W31S),S Ad a31V01aia O S13OVI ONINdVM ?R d31N30 OVOI DI ` S138V 1 ?R i3NVd NOiinaidiSia bdW S138V� 2R X08 d3N18W00/NOl10Nnf 0a O -S138VI ONINdVM N 103NNOOSI0 0V OV S338V� ONINdVM 2R 103NNOOS1a 00 1 00 S�19V1 ONINdVM ?8 S,1N31d133d 3H1 30151n0 S8mo Ol 18Vd ooS1a 0a a31Va931Nl /M d31d3AN1 DLII 138#3 ONINdVM N d313n 1,ii 1n (3) 0 aN�1J�11 AU04S T :),HOTS aloul4s owoD :lvldHVN 'DNI 08T :HinWIZV J.VddV 08T :H1nWIZV bdW £Z:H011d AVddV £Z :H311d NaU1 M 3H1 ino0 um U138YlOS Aims T :ao1S albidus dwoD :�VId31VW 3A0363b 3H1 30 3sn ONV 31VS 3H1 OZZ :H1nWIZV ,lVddV OLZ :H1nWIZV EdW EZ:H011d ,lVddV £Z :H011d S,1N31d133d 3H1 30151n0 S8mo Ol 18Vd Aims T mo1S al6wuS dwoD :�VId31VW NI 80 3100 NI 03SO10SIO 38 11 IIVHS 8ON 06'H1nAlZV kVddV 06:H1nV41ZV ZdW ZZ:H011d , VddV ZZ :H011d 3131 2103 035f138 NON IIVHS O3NNINOD ti01S T :),dO1S a16ul4S dwoD :jVId31VW NI3213H NOl1VY4803N1 3131 - 1V11N301AN03 08T :HinWIZV ,lVddV 08T :H1nVIIZV TdW ZZ:H011d /IVdMV ZZ :H011d NV]d 311S 3YIVN 30Vd 0d V Ad Mei W*t 30NIOIS3� SN1001M 100,90- L E: l E: l L 80.60-b l OZ :ale(J WO:)'A1PaeIOS@lJanle:)f Aq pavA�s,4e*51(i 6OCA V. �,-m ? i`+ uni-onuis uoA 03WDIS I 03dWVIS asnOH JO 4u0. 90E61ZOZL H008 00 `30014 id3HM is xvno g�6 ),�IH3 `SN1001M :N3NM0 3SIPddd n—oz—sn—Vooe�3s # 30aidvios 'DNI 8310%1 0D8VIOS d0 NOISSIV483d '1N3YIdn03 NaU1 M 3H1 ino0 um U138YlOS XdSSZ-d9SO # WOS NVIaVNVO Q l) 3A0363b 3H1 30 3sn ONV 31VS 3H1 :S31f100Y1 HIM N0003NNOD NI 1d30X3 'NOIIVZINVO80 Uf10 2d�( dw0 S,1N31d133d 3H1 30151n0 S8mo Ol 18Vd 1 Vj o NI 80 3100 NI 03SO10SIO 38 11 IIVHS 8ON N31SIS ONUNnOff "3NI A1108V1OS 1d30X3 3NOANV 30 1133N38 r 3131 2103 035f138 NON IIVHS O3NNINOD 00 69L9008-8 2ABYIf1N 80!' NI3213H NOl1VY4803N1 3131 - 1V11N301AN03 SIDE VIEW OF MPI NTS MPJ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 7211 24" STAGGERED PORTRAIT 4811 191' RAFTER 2X6 @ 24" OC ROOF AZI 180 PITCH 22 STORIES: 1 ARRAY AZI 180 PITCH 22 C.J. 2X6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8005789 00 MOUNTING SYSTEM: Comp Mount Tore C (17) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE # SE380OA-US-ZB-U INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT &WASHERS. WIGGINS, EMILY 4345 QUAY ST WHEAT RIDGE, CO 80033 7202197906 S1 11 2" 7'-2" (E) LBW SIDE VIEW OF MP3 NTS MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 4811 19" RAFTER C.J. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 270 PITCH 23 STORIES: 1 ARRAY AZI 270 PITCH 23 Comp Shingle SIDE VIEW OF MP2 STAMPED & SIGNED FOR STRUCTURAL ONLY NTS 43019: Digitally signed by jcalvert@solarcity.com Date: 2014.09.08 11:31:58 -06'00' MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 90 PITCH 22 ARRAY AZI 90 PITCH 22 STORIES: 1 Comp Shingle WIGGINS RESIDENCE 4.335 KW PV ARRAY PACE NAME: STRUCTURAL VIEWS Potty Green SHEET: REV: DATE: PV 3 9/8/2014 'w SolarCity. 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.soiarcity.com Wok-Ajpjops'M (6942-99L) .U10 -10S—(988) vol -w9 (oS9):3 etot-8£9 (oS9)1 ZOr46 VD 'ea1oYJ UDS .CDM _!Aj_q SSof jAl!DjejoS,,,.lft. 100,90- b£:Z£: L L 80'60't,L0Z :area w 0D-Aj!DJel0S@:PRAjeaf Aq pau6ls , 6 L O617X. o: MZ/9/6 � Ad 3IVO A38 131HS (33NE)0S T C]3dVYV 7 uaa10 AjjDd SM31n ivTi0nas '3MIVN 39Vd �VNdV Ad Mei 9H't 30NIGIS3d SN1001M 906LWOZL H009 00 `1001N 1d3HM is ann 5v�t ),IIW3 `SN1001M :83WO 3SIN38d n—oz—sn—vooms # ioo3 vios :831MANI XdSSZ—d9SO # dV10S NVIOVNVO (Ll) s3lnO0N O acKi }unoW dwo0 UM6 9NILNWA 00 HL5008-8P 2GwNeor 'DNI kIIOHVIOS 30 NOISSM83d N31116M 3H1 1nOH1N1 '1N3Yidln03 kil38VIOS 3A1103dSh 3H1 30 3Sn ONV 31VS 3H1 KJA NOLL03NNOD NI 1d30X3 'NOLIVZINV980 S,1N31dQ38 3HI 301SInO S83HIO 01 idVd NI 80 POW NI 03SO10SIO 38 lI 1lVHS 8ON DNI .U108TIOS 1d3DX3 3NOANV 30 1I33N38 3H1 8oi 03sn 38 ION IIVHS 03NIV1NOD N1383H NOUVW80JNI 3HI — IVLLN301JNOO albuluS dwOD DO „ K@ 9XZ 'I'D T :SINOlS £Z HOlId 08T IZd Ab'2NV DO AZ @ 9XZ 21313Vd £Z HDlId 08T IZV 40021 „6T lIVd-L'iOd J1Z „ZL 3dVDS(INVI (1 2 99vls S310N 2i3A33I1NVD-A JNIDVdS-A I 2i3A3ILLNVD-X !DNIDVdS-X td SINQ VdW JO MIIA lQIS • e� Mol 0) WON S GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD WITH IRREVERSIBLE CRIMP Panel Number: Meter Number: Inv 1. DC Ungrounded INV 1 - (1) SOLAREDGE ## SE380OA-US-ZB-U LABEL: A - (17) CANADIAN SOLAR # CS6P-255PX TYPE EC # 8041 AT PANEL 57821424 Inverter; 386'OW, 240V, 97.5%; w/Unifed Disco and ZB, AFCI PV Module; 255W, 234.3W PTC, Black Frame, MC4, ZEP Enabled INV 2 Underground Service Entrance Voc: 37,4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 MILBANK CUTLER-HAMMER 20OA/2P Meter Socket Disconnect 3 SOLAREDGE SE380OA-US-ZB-U (E) LOADS B C aov SolarCity L1 ,N A 20A/2P A - - - - ;Nu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E,a - GEC oc- - - - 1 N GC_ 2 � oc- rG_ S na(s O`'70n MFI,MPIMF MP f3 I I I GND _ _ EGC- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - EV= - - - - - - - - - - - - - - - - - - I N I I EGC/GEC Z z GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I Voc* = MAX VOC AT MIN TEMP O1 (1)SQUARE D # HQM220 PV BACKFEED BREAKER Breaker; TOA 2P, 2 Spaces B (1)MILBANK # U4801-XL-5T9 n Meter Socket; 200A, #6-350, Ringless A A (I SolorCi,y 4 STRING JUNCTION BOX D� 2x2 SIK�GS, UNFUSED, GROUNDED - (1 ) Ground Rod; 5/8' x 8', Copper - (3) MILBANK # K4977-INT Load-Side Top Connector; 100A, #12 - 1/0 AWG PV (17)SOLAREDGE 300-#P300 C (1)CU DG221UR6 PowerBox Optimizer, 30OW, H4, DC to DC, ZEP Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R - (1) CUTLER-HAMMERk DG030NB Ground/Neutral it; 30A, General Duty (DG) Ort (1 )AWG #10, THWN-2, Black (1 )AWG #10, THWN-2, Red ® (i )AWG 110, THWN-2, Black (1)AWG #10, THWN-2, Red Voc* = 500 VDC Isc = 15 ADC (2)AWG #10, PV WIRE, Block Vmp = 350 VDC Imp= 12.22 ADC O (1 )AWG #10, Solid Bare Copper EGC Vac* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 12.22 ADC (i ) AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp =15.83 AAC (1)AWG 110, THWN-2, Green EGC - (1 ) Conduit Kit; 3/4" EMT - (1) AWG #8, THWN-2, Green EGC/GEC - (1 ) Conduit Kit; 3/4" EMT CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER J B-8005789 00 PREMISE OWNER: DESCRIPTION: DESGN: CONTAINED SHALL NOT BE USED FOR THE WIGGINS, EMILY WIGGINS RESIDENCE Patty Green �_`_`•, ' MOUNTING SYSTEM: Com Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 4345 QUAY ST 4.335 KW PV ARRAY , So�rCity �� a PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES, 3055 Clearview Way ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (17) CANADIAN SOLAR # CS6P-255PX , SHEET: REV: DATE: PV 5 9/8/2014 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1 PAGE NAME: %2OZ 97 O6 THREE LINE DIAGRAM(888)-SOL-CITY Son Mateo, CA 94402 888T:(650) 638-1028 F:(650) 638-1029 765-2489 www.solorcit.aam INVERTER: SOLAREDGE SE380OA-US-ZB-u WOO'lll1OJ010S'MMM (684i-99L)1.1D-lOS-(988) 6LOl-B£9 (OS9):3 BZOI-B£9 (OS9) 1 LOb46 V0 'oa3oW UDS coM rawoa� SSp£ �oz/2/6 9 Ad 31V0 A38133HS adbOd]d N` Id HIS 906L61ZNL 31IVN 30Vd OO 3Oold 1ddHM )ldddd Ad Mei S22't 1S ),dnb gt6 3ON30IS3d SNIOOIM ,,IIW3 `SNIOOIM �NOlidIa0S30 a3NM0 3SNY3Nd n—BZ—Sn—vooeH 3S # 39amvlos dM3AN1 'DNI kLiDdVIGS d0 NOISSIV483d N3ll121M 3H1 100H1N4 '1N31YdIn03 11102lblOS 3AI1D3dS321 3H1 JO 35n ONV 31VS 3H1 HIM NOUO3NNOD NI 1d3OX3 'NOIIVZINV0210 S,1N31dg321 3H1 301S1n0 Sa3H10 Ol 121Vd NI NO 310HM NI 03SO10S10 3611 7VHS 210N "ONI Al138V-IOS 1d3OX3 3NOANV 30 lId3N36 3H1 2103 035n 39 lON IIVHS 03NIV1N00 N1383H N011Vr4R103NI 3H1 - lVI1N30UN00 X&SZ-d9S0 # ddlOS NblabNVO (LI) S31f100Y1`Z�008 Al!:)jeloS,,,,Io, 1uaaa0 NI 0 ad(1 }unoW dwo0 hS1S JNI� ON (}}od N01S30 (�(� 00 69L9008—a I ?oar 1N Rr AO -H = 3 DVIlOn !DNIIV'dldO L x'069 33N nd 103NNOOSIO O/V NV SI I3NVd IVOKL33I3 NIVNI NI 213W388 HOW M-NOVB 3IVIIOA01OHd (S)/lVddd-OIVIIOAOlOHd _dVIOS 13MIS ),inln >11 F, 13INNOOSIa _ _ _ _ I L +Od L LJL-------J I I rJ � I L J lOdNNOOSIO Oa aNd N]1NIAN1 4S Aenb St£t :ssaappb - :NMOHS SV a]-LVDOl S-LDINNODSI(I HlIM sDDd os E)NIM011OJ 3Hl WO'dJ 43Ilddns OSId SI JNIming SIHl Ol 2i3MOd PHOTOVOLTAIC SYSTEM 41� E a4 mayj Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code: NEC 690.17(4) PHOTOVOLTAIC SYSTEM CONNECTED ARG{ -05 JB kill` D Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED MMSC - CO XCEL Label Set �� _� T 1 _L I1 7 _ �- IN OLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, � ��+� r -r- EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,,, SolarCity OL -CITY TTTT-M F SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. alnpow aoeld z maAos ouigoew 6uisn lunoN dwoo eql of lood Bugan91 aanoeS 9 'Aagsem 6wleas glim I- uol;aaS SON o;;uensind Bel Ile;sul S Bwgselt uodn paAa;uao;unoW dwoO aoeld ip el6uiL{s 10 AaAel Aoddn Aapun bulgsel};unoW dwo:D lAasul t lueleas 6uilooA glim eloq }olid leaS Z Z•£ -I.-1 uoi;oaS SON Aad aziS Aaualsed Ao} Aa;awelO AadoAd }o aloH loud ING L suoelonA}sul uoijelle1sul £i0d nAenuer A1'3J»JOn 4 i dwoo - w1junoWAaalS Ap0jeloS _ 0yyawo� 031sI1 1� "Il� W atvawo°a 0LOZ/Uenuep Avelos 6uigSel3 ;unoW dwoo 3 lunolN dwoO Q ,tiNaaoS 6e-1 3 food 6ugana 1 g McAos awUoeW .,9l_/S V sjuauodwoo suol;oun} 6umueds ;uan Ao} algeoilddy . aouelsisoi uolsoAAoo Aol s;uauodwoo pezipouy . 6ulgsel} �ooAdaa;em paziuenle6 pa;uied . aolnap 6wpun0A6 se /9t in o} pa;sil 11_� pue 1(1 daZ punoAS . ..welsAS 6u puoo pue BwpumE),, se £OL L -in of pals11 -13 daZ punowe pue joolAalul . £OLZ -in o; palsy -in wa;s (s u1 saolnap Bui,punoAb pue jocipalul . salnpow wialq;;eduuo0 daZ Pa1s11 CO-' L -in pue eAempAeq AeloS daZ sezililn • -eouegAnlslp looA lewlulw A01 6ulmolle `walsfs slgl Ao};no aq of paAlnbaA jou aAe salbulgs u0111sodwoo `uolllppe ul -pwinbw s4opuels �o Aagwnu eq; bulonpaA pue lleA ao; paeu aql 6u1leu1w1la (laniloa}}a `s}}opuels Aelos daz o; ApoaAlp goe;;e ;eg; saweAj pauag;6uej;s gum solnpow wlalglledwoo daZ sazlllln lunoVN�aals -wags(s buileadde Allensln aAow e of alnquluoo Ile all}oAd Aamol e pue wlAl AeAAe;o uolllppe aql gllm poulgwoo 'sdwelo bullunow pue spua lieA elgisln }o uol;eulwila eql -Aogel pue uol�dmslp jow 6ulziwluiw allgm sollaglsee pue glbuaAls Aouadns analgoe of paz wlldo sl uollnlos aAempAeq lunoN�aels Al!OAelos aql dwoo - v4 junoWNaalS A!0aeloS Pi /'n NQGaktht °,$X, Ft am `r Key Features Quick and easy to install - dramatically reduces installation time Lower system costs - can cut rooftop installation costs in half Aesthetic seamless appearance - low profile with auto leveling and alignment Built-in hyper -bonded grounding system - if it's mounted, it's grounded Theft resistant hardware Ultra-low parts count - 3 parts for the mounting and grounding system • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the world • Industry leading plus only power tolerance: 0 -+5W • Backward compatibility with all standard rooftop and ground mounting systems • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 100% 97% Added Value Fro 90% m Warranty 80% o% 5 10 15 20 25 • 10 year product warranty on materials and workmanship 25 year linear power output warranty CanadianSolar Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated with a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. Best Quality • 235 quality control points in module production • EL screening to eliminate product defects • Current binning to improve system performance • Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage • Providing third party bankruptcy rights • Non -cancellable • Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001: 2008: Quality Management System ISO/TS16949:2009: The automotive quality management system • IS014001:2004: Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001:2007 International standards for occupational health and safety • REACH Compliance ODyE :f0^w Rksc N /I PV GYGLf � F„ ERT www.canadiansolar.com CS6P-235/240/245/250/255PX Electrical Data STC CS6P-235PXCS6P-240P CS6P-245P CS6P-250pXCS6P-255PX Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Short Circuit Current (Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C -+850C Maximum System Voltage 10007 IEC /6007 Ul_ Maximum Series Fuse Rating 15A Application Classification Class A Power Tolerance +5w 0-5W Under Standard Test Conditions (STC) of irradiance of 1000W/m2, spectrum AM 1.5 and cell temperature of 25C NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage (Vmp) 27.2V 27.3V 27AV 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.OV 34.1V 34.2V 34.47 Short Circuit Current (Isc) 6.86A 6.96A 7.08A 7.19A 7.29A Under Normal Operating Cell Temperature, Irradiance of 800 W /m', spectrum AM 1.5, ambient temperature 2WC. wind speed 1 m/s Mechanical Data Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57m) Weight 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/l2AWG(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs(40'HQ) I-V Curves (CS6P-255PX) 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc, is one of the world's largest solar companies_ As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EN -Rev 10.17 Copynght C 2012 Canadian Solar Inc. Black -framed Temperature Characteristics Pmax -0.43%/-C Temperature Coefficient Voc -0.34 %/•C Isc 0.065 %/'C j Normal Operating Cell Temperature 45+2•C Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of 1000w/m'to 200w/m' (AM 1.5, 25 "C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006- Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.313W. eolaawd PON jo} u0-ppV alnpuA jaziwi;dp JOMOd 06p3JUIOS = • • - j e I os sn a palejos MM,"A "IV,i- v 'ivy. '+ra:' dDNv i.. .� r."lv Ab i9 - vs.• Ala}es ialygyaiy pue iapelsut iol umopings a2mloA lana(-alnpoiAi iUJO11UOw lanai-alnpow LOW aaueualulew uoyeiaua8 lxaN lloq al8ws a yllm uogellelsw lsel uogezlllln aaeds wnwlxew iol uEisap walsAs alglxald auipeys jellied of aiueialol 8winl3ejnuew woiy'sassol yolewslw alnpow;o sadAl lie sale2giW (965,66) Aouapyia iouadnS /u)iaua aim %SZ of din )ana)-appow ay3;e ulopeziwi;do lamod Ad OObd / 05£d I 00£d eauawV gIJON JOJ u0 -PPV appon aaziwildp aannod BORMOS 8=9 JejOS _ z, .ucueluau0 io s413uai—l-A❑;o;duiz15 loIIIJed J5�?T C-009 JSZS AuulS gads ., wnw -_ :. ,� vaz.wlldC iamod?ylAual `duulc'wnw. retN dT ,�: S (s�aziwpdU ,amod)41nua��uul5 wnw. u'..lN A087 A80Z tMV31ANl 3SVHd 33HH1 3SVHd 33NH1 3SVHd 319NIS 39038Vl OS V 9NISn N9IS30 W31SAS Ad )01 J A;i P'wnd angelay v LNIN uouaaloid - -- sg. aPuey amle;adway 3uueiadt, 0'8 / 56'0 'i.0ual ur.M andlnG _ - ,s.. 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'+ra:' dDNv i.. .� r."lv Ab i9 - vs.• Ala}es ialygyaiy pue iapelsut iol umopings a2mloA lana(-alnpoiAi iUJO11UOw lanai-alnpow LOW aaueualulew uoyeiaua8 lxaN lloq al8ws a yllm uogellelsw lsel uogezlllln aaeds wnwlxew iol uEisap walsAs alglxald auipeys jellied of aiueialol 8winl3ejnuew woiy'sassol yolewslw alnpow;o sadAl lie sale2giW (965,66) Aouapyia iouadnS /u)iaua aim %SZ of din )ana)-appow ay3;e ulopeziwi;do lamod Ad OObd / 05£d I 00£d eauawV gIJON JOJ u0 -PPV appon aaziwildp aannod BORMOS 8=9 JejOS solar=es SolarEdge Single Phas For North America SE300OA-US % SE:3800A-US / SE500U SE760OA-US / SE10000A-US / SE1140( �nV e r ter 25 =•1? ars Watran�`1 Jat,ahUx. The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled AC/DC Safety Switch for faster installation Optional - revenue grade data, ANSI C12.1 USA GERMANY ITALY FRANCE -/.APAN-CHINA-AUSTRALIA-THE NETHERLANDS - ISRAEL www. soIared ge.us solar=@@Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SEE00 Recommended Max. DC Power** UL1741, UL1699B, UL1998, CSA 22.2 OA-USI Grid Connection Standards IEEE1547 Emissions SE7600A-US/SEt000DA-US/SE1140OA-US 3750 4750 6250 7500 9500 SE3000A-US SE380OA-US'. SESOOOA-US SE6000A-US ISE760OA-UL SE30000A-US ''. SE114GOA-US W OUTPUT DC input conduit size J# of strings / Yes Nominal AC Power Output 3000 _ __ 3800 5000 6000 7600 9980 @ 208V 11400 VA 500 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / 10000 9240V Vdc Nom. DC Input Voltage Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA Vdc 5450 @240V 10950 @240v < 25 <50 16.5 @ 208V AC Output Voltage Min. -Nom. -Max.* Max. Input Current*** 9.5 183 - 208 - 229 Vac 18 23 f 34.5 Adc AC Output Voltage Mia -Nom. -Max.* - 15.5 @ 240V 30.5 @ 240V 211 - 240 - 264 Vac temperature is above 77'F/25'C and to 135% far ocad- wrere t o below 77'F /25'C. V V = ail ed information•efer to hero://www.soiaredge.us/fiieslpdfs/inverter d: ov zing Auide.ndf AC Frequency Min. -Nom. -Max.* 45 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) Adc Hz exc. SE11400A-US-CAN). 24 @ 208V 48 @ 208V Max. Continuous Output Current 12.5 16 25 32 q7.5 A 21 @ 240V 42 @ 240V Maximum Inverter Efficiency 97.7 GFDI 98.3 98.3 98 1 98 A. Utility Monitoring, Islanding 97.5 - 98 97.5 @ 208V 97.5 97.5 97 @ 208V Protection, Country Configurable Yes Thresholds 97.5 @ 240V Nighttime Power Consumption Recommended Max. DC Power** UL1741, UL1699B, UL1998, CSA 22.2 Grid Connection Standards IEEE1547 Emissions (STC) 3750 4750 6250 7500 9500 12400 14250 W Transformer -less, Ungrounded DC input conduit size J# of strings / Yes 3/4" minimum / 1-2 strings / 24-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG Max. Input Voltage 500 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / in/ Vdc Nom. DC Input Voltage mm Weight with AC/DC Safety Switch 325 @ 208V / 350 @ 240V Ib / kg cooling Vdc Noise < 25 <50 16.5 @ 208V 33 @ 208V Max. Input Current*** 9.5 13 18 23 34.5 Adc NEMA 3R ` For other regional settings please mhtact SolarEdge support. 15.5 @ 240V 30.5 @ 240V " Limited to 125% for locati where the yearly alerage high temperature is above 77'F/25'C and to 135% far ocad- wrere t o below 77'F /25'C. Max. Input Short Circuit Current = ail ed information•efer to hero://www.soiaredge.us/fiieslpdfs/inverter d: ov zing Auide.ndf 30 45 its input cu nt to the va stated. Adc Reverse -Polarity Protection exc. SE11400A-US-CAN). Yes Ground -Fault Isolation Detection 600k;i Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % CEC Weighted Efficiency 97.5 - 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 98 @ 2. 40V 97.5 @ 240V Nighttime Power Consumption < 2.5 < 4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet. ZigBee (optional) Revenue Grade Data, ANSI C12.1 Optional STANDARD COMPLIANCE Safety UL1741, UL1699B, UL1998, CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class 8 INSTALLATION SPECIFICATIONS AC output conduit size/ AWG range 3/4" minimum / 24-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size J# of strings / 3/4" minimum / 1-2 strings / 24-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG AWG range Dimensions with AC/DC Safety 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / in/ Switch (HxWxD) 775 x 315 x 172 775 x 315 x 191 30.5 x 12.5 x 10.5 / 775 x 315 x 260 mm Weight with AC/DC Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 Ib / kg cooling Natural Convection Fars (user replaceable) Noise < 25 <50 dBA Min. -Max, Operating Temperature -13 to +140/ -25 to +60 (CAN version' * * * -40 to +60) 'F / -C Range Protection Rating NEMA 3R ` For other regional settings please mhtact SolarEdge support. " Limited to 125% for locati where the yearly alerage high temperature is above 77'F/25'C and to 135% far ocad- wrere t o below 77'F /25'C. = ail ed information•efer to hero://www.soiaredge.us/fiieslpdfs/inverter d: ov zing Auide.ndf higher current source may be used; the'mverter will iimit its input cu nt to the va stated. "" 'AY '!Ns., a•e eligible ter the Ontario FT and micro FIT (microFlT exc. SE11400A-US-CAN). City of Wheat Ridge Residential Roofing PERMIT - 201801650 PERMIT NO: 201801650 ISSUED: 06/05/2018 JOB ADDRESS: 4345 Quay ST EXPIRES: 06/05/2019 JOB DESCRIPTION: Reroof 1/12 pitch with modified bitumen rolled, 4 squares; 5/12 pitch, Tamko Heritage asphalt shingles, (house 16 squares, garage 5 squares) 21 squares; 25 squares total *** CONTACTS *** OWNER (720)219-7906 WIGGINS MATTHEW SUB (303)995-6433 Bruce Wank 170130 Mountain Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,876.88 FEES Total Valuation 0.00 Use Tax 249.41 Permit Fee 236.00 ** TOTAL ** 485.41 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201801650 PERMIT NO: 201801650 ISSUED: 06/05/2018 JOB ADDRESS: 4345 Quay ST EXPIRES: 06/05/2019 JOB DESCRIPTION: Reroof 1/12 pitch with modified bitumen rolled, 4 squares; 5/12 pitch, Tamko Heritage asphalt shingles, (house 16 squares, garage 5 squares) 21 squares; 25 squares total 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in thepermit 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 gtanting 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 e or any ordinance orregu, atiort,aftbis'jurisdiction. Approval of work is subject to held inspection. Signature o€r-KiefB6il,�[ firms" '' Date MUST UST BE DE BY,11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook 1) r� From: no-reply@ci.wheat ridge.co.us Sent: Tuesday, June 5, 2018 9:57 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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 for a Yes residential roof? How many dwelling units Single Family Home r are on the property?�J, PROPERTY INFORMATION Property Address 4345 Quay Street Property Owner Name Matthew Wiggins Property Owner Phone 720-219-7096 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email matt.wiggins@gmail.com 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 Yes 4345 Quay St BWSS.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License 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) Mountain Roofing LLC 170130 303-995-6433 Contractor Address 24 Lindenwood Lane Littleton CO 80127 (Primary address of your business) Contractor Email Address bruce@mountainroofing.net Retype Contractor Email bruce@mountainroofing.net Address DESCRIPTION OF WORK TOTAL SQUARES of 25 the entire scope of work: Project Value (contract 11,876.88 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or roof, pitched roof, or greater) both? (check all that apply) 2 What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: 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) 1/12 4 Modified Bitumen Rolled 5/12 16 house garage 5 Tamko Heritage Asphalt house & Garage SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this application is NOT a permit. I understand I will be contacted by the City Yes Yes 3 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 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. Person Applying for bruce wank Permit Email not displaying correctly? View it in your browser. R Solar Cif Complete all information on BOTH sides of this form Emsom Amps Btu's Gallons Squares Other Rill: Ili Co"OW (OW" (��TRACTOR) tLr (AUTHORIMPREPRESENTATIVE) of (OWNER) (CONTRACTOR) Tracey Morris Tracey Morri 9/ 1 4 Please contact me With any questions or concerns reg arding this proj ect. Sincerely,. )oh Calvert, P. �Y at signed by C ivil Engineer Om 43019 4k Direct: 720.292.15 Date ;2Ctt4.MOS email: jra#vrtsoiarcttyacu 252 06'x` % *4 3055 a,iear vaew Way Sari Mateo, C 94402 T (650) 6 (888) SC.aO.. -C, Y Y t Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit Dead 138 tern Start End Start End Snow DL Dead, Full Area TTo_ 2101 0 (24.0)* Ps SL Snow Full, Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3. 00 (24.0)* 22f Unfactored: Dead 138 77 Snow 364 2101 'actored: Total. 502 287 Bearing: "'theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.81 0,81 Support O.86 0.49 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.43** 0.50* Cb 1.75 1.00 Cb min 1.75 1 00 Cb support 1.25 1.25 Fc suD 625 , 625 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN IIIIIIIIIIEL-- COMPANY PROJECT W OCkt" FB`YbtJC f98 w 11 * • �� Load Type Distribution Pat- Location [ft] Magnitude Unit Dead tern Start End Start End 84 TEL Dead Full, Area — go — 7.50 (24.0) * - psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* lasf U Z 10 Unfactored: Dead 144 84 Snow 380 229 Factored: --- Total 525 312 Bearing: — ----- - FItheta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0.84 0.88 Support 0.90 0.53 Load comb #2 #4 Length 0.50* 0�50* Min reqId 0,45** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1..25 1.25 IFcP sup 625, 625 FWAIMMA M_ III 'Minimum bearing length governed by the required width of the supporting member. I MP2 Lumber-soft, S- -F, No.I/No.2,2x6 (1-112"x5-1/2") Supports:: All - Timber-soft Beam, DFir-L No.2 Roof joist spaced at 24,0" c/c; Total length: 11 -0. ", Pitch. 5/12; Lateral support: lop= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); 1:1 C?t?d C9►#`�tS 1�4'#" SC?F AFt �QF� WC)t�D CiES ## MP2.wwb WoodWorks@ Suer 10.1 Page Z Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion rsis value Design Value Anal si.s /Desi n Shear fv _ 52 Fv' = 155 v Fv" _ 0.34 Bend ng ( +) fb = 911 Fb' = 1504 fb/Fb° = O? 61 Bending( -) fb = 308 Fb° - 1241 fb /Fb' = 0.25 Deflection: 5. 00 1.00 - 4 CRITICAL LOAD COMBINATlON& Shear : LC #2 = I3 +S, V 322, V design - 288 .l.bs Bending( +) : LC #4 -' 03 +5 (patterns sS), M = Interior Live M,9 ° L/547 Q.42 = L/24O 0.44 Total 0.28 = L/362 0.57 = L /180 0.50 Canti.l... Live . = L/'190 0,23 = L/12O All. LC °s are lasted in the Analysis output 07.63 dotal. -0.21 - L/132 0.31 Le 0.68 ,additional data; FACTORS- F/E (psi) CD CM C:t CL CF Cfu Cr Cfrt Ca Cn LC# Fv' 335 1.15 1.00 1,00 w 1.00 1.00 1.00 2 Fb "+ 875 1.1.5 1,00 1.001 1.000 1.3070 1.00 1,15 1.00 1.00 - 4 Fb°- 875 1.15 1..00 1.00 0.825 1.300 1.00 1.15 1.010 1.00 -- 2 Fcp" 425 - 1..00 1.00 :1., 00 1.00 ° 1.4 million 1.00 1.00 µ 1,00 1 .0107 4 Emin 0.51 million 1.00 1.00 5. 00 1.00 - 4 CRITICAL LOAD COMBINATlON& Shear : LC #2 = I3 +S, V 322, V design - 288 .l.bs Bending( +) : LC #4 -' 03 +5 (patterns sS), M = 574 lbs'mft. Bending(._): LC #2 - D +S. M = 1.94 lbs -ft Deflection: LC #4 = (live) t LC #4 = (to D=dead L- I.a..ve S =snow W=wind T- impact I,r.=roof lave Lc- concentrated F= earthquake All. LC °s are lasted in the Analysis output Load Patterns: s S/2, X=L +S or I, +Lr, =no pattern goad in this span Load combinations: ASCF 7 -101 / IBC 2012 CALCULATIONS., Deflection; FT = 29eO6 lb -an2 "Livetl° deflection = Reflection from all non - -dead loads (lave, wand, snow.,,) Total Defection = 1.50(head Load Deflection) + Lave Load. Deflection. Bearing. Allowable bearing at an angle F °theta calculated for each support as per NDS 3.10.3 Design Check Calculation Sheet Loads: ,cad Type Distribution Pat-- Location [ft) Magnitude nitude Unit; Dead terra Start End Start En 94 L Dead Full Area No 100 00 (24.0) * psf L Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 2.00 (24.0)* sf Unfactored Dead 270 94 Snow 262 208 Factored: Total 532 301 Bearing: F' theta 475 475 Capacity Joist 623 356 Supports 586 586 Anal/Des Joist 0:85 0.85 Support 0. 2 0 'toad comb #2 #4 ,nth Q.50* 0.50* Min recd "d .45 ** 0.50* Cb 1,75 1.00 Cb min 1.75 1.00 Cb support 1. 25 1.25 "or) suxa 625 625 [:::� �oo�dWo�rks@O R WC OD DESIGN MP3.wwb WoodWorks@ Suer 10.1 M. Bending( +) fb = 793 b' -= 1504 b /Fb' = 0.53 Be nding( - ) fb = 328 b ' = 1285 b /Fb° = 0:25 Deflection: Interior Lave 0.13 = L,/728 0.39 = L,/240 0.33 Total 0:21 = L/480 0.52 = L/180 0.40 ntil, Lave -0.11 = L/251 0,23 = L, /120 0.4 T otal -0.16 = L/1:74 0.31 = L/90 0.52 V77 1 I Loads: I Lead Type Distribution That- Location [ft] Magnitude Unit ( Dead tern Start End Start End 6 8 DL Dead Full Area o 7.50 (24.0) * psf SL Snow Fell. Area Yea 30.00 (24.0)* p f PVDL Dead Partial Area No 1.50 6.50 3,00 (24.0)* Psf 0 1 2 4.,f b° d "1 Unfacto ed» ( Dead 1 0 6 8 Snow 456 &1 Factored: Total 607 399 Bearing: F ° theta. 457 457 Capacity Joist 612 399 Supports 607 683 Anal/Des Joist 0.99 1.00` Support 1.00 0..55 Load comfy ##2 #4 Length 07.52 0.53 Min recd 0.52 ** 0.55 0~b 1.72 1.00 Cd min 1.72 1.00 Cb support 1.25 1.25 Fcp sup 625 625 Lumber-soft, Hem -Fir, No.1, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Flr -L No.. Roof joist spaced at 24.0 " c /c; Total length: 13'- 113"; Pitch: 5/1 Lateral support: top= full, bottom= at supports; Repetitive factor:. applied where permitted (refer to online help), 1:1 MP4.wwb WoodWorks@ Sizer 10.1 Page 2 V]d 3115 N ON X 96 A,iNo wunionuis H. o-4 XdggZ- a.. 22002 00 '3001d IV3HM N E r 3HSVO Sl 1N31�WM 3 801831N1 t �t L 'J 038 388 SlN3A NIom8d`lV3H O SI 0 031V8531NI / 83183ANI 511 1 (� llt3� 8 1831NI NO Nn8 iinON0 01831X3 NO Nn8 1111{1NOO 138V I ONIN8VM V 8313 �,1I311n (3 8313H A31SX Ind OaLVD1030 S130VI !ININ8VM V 83IN30 OVOI as V]d 3115 N ON X 96 A,iNo wunionuis H. o-4 XdggZ- a.. 22002 00 '3001d IV3HM N E r ZZ -H lld kV88Y ZZ :H ltd x • S13 VI O NIN8VM O SI 0 031V8531NI / 83183ANI 511 1 (� llt3� 138V I ONIN8VM V 8313 �,1I311n (3 GN3 931 osT:Hinrvzv kv 8v ST :H1n1 IZV WW Z H lld AV88V Z :H lld iaai, T 5,801:5 al6uiqs dwo :`. 183lVr4 Z:H lld AV88V CZ :H011d A jo4S T _ A8 1S al6u14S dwo :jVj 131VVV o6 Hinvii v Avmv 06 :Hlt1N9lZv ZdG Z =Hlld �88 ZZ :HDlld Aims t ".,kdol5 ; a16ul4S dwo:) :3V113JVr4 U T H vvzv k ddv Q :Hl{1VYl v Td ZZ -H lld kV88Y ZZ :H ltd x • 4�� (E) LBW SIDE V IEW OF MP3 NTs is MAW, aR' 8 9 INSTALLATION ORDER '•t .. }: WIGGINS, EMILY ,: �.�.. #. WIGGINS RESIDENCE LOCATE RAFTER, MARK HOLE Patty Green LOCATION, AND DRILL. PILOT () HOLE, 4335 KW PV ARRAY CEO, - ComR -- Mo SEAL PILOT HOLE WITH EAT RIDGE, CO 80033 POLYURETHANE SEALANT. } (3) INSERT FLASHING, 3m oew*w � Mo lso CA M �.� a �ix� } « } « } « 4 l pp STRUCTURAL VIEWS.- --- INSTALL LAG BOLT NTH A ! #F. M : # A IN �� LOWEST MODULE SUBSEQUENT MODULES � � INSTALL LEVELING FOOT WITH BOLT do WASHERS. 4�� (E) LBW SIDE V IEW OF MP3 NTs is MAW, aR' 8 9 '•t .. }: WIGGINS, EMILY ,: �.�.. #. WIGGINS RESIDENCE Patty Green unt Type C 4345 QUAY ST 4335 KW PV ARRAY CEO, - ComR -- Mo EAT RIDGE, CO 80033 } + a e r s r M 3m oew*w � Mo lso CA M �.� a �ix� } « } « } « .. ISOLAREDGE 3Z00A--JX5-- STRUCTURAL VIEWS.- --- A ! #F. M : # 1 #d d yV i— VFIFC+ f L M31A Y4Jid.L.4fnais. #6 92 &,R.7QY IttJ .._ 1A,#,! JO NMWWd #-$£9 (099W RM 9 ( ).3 Z 'nib WS dad :Rvo AM 133HS 1M 3DYd ;JV V�tl�Vti./Gt N3UIW 3NL IrOUVA 'IN3RdfO3 MIOWM 36AL3 3N JO to OW S Xdgg — d VIO 'VIIGV V Lt) `00 0 '30 ' 0 Ali:)jelvo%S , 4 /W MV g ;q p g g� ( / 4Y CIY ilCf dYd Z g L �dd l �f , .� ( Z Yl9V J a � C tAJC} SIN` O38 no o o lead Ni t#? f�A ## 39 # iIYF • „ >` �► �� 3QJ D J 11 pp ygsgl; � ft 16 F 1 � #!3#SAS N 3N# spi n 38 ON Fla 01 p {° C� /t t(t}�(� 1 #d d yV i— GROUND ....... ........ I) AWC FO, THWN Block (1) AVID 110, THZ WN— Red 1) k(j)A#GjlO,7HWN—ZGrw voc* = 5DO VDC Isc = 15 ADC VMP =350 VDC IMP= 12.22 ADC 1NVEFM ERSPEG .... . .... . ... ....... .......... . ........... .... . . .. . . . ............... . ..... .... (2)AWG #10, PY WlRF_ Block VOC* = 500 VDC LIc = 15 ACIC (1)AWG #10, Solid fte Coppw EGG Vmp = 350 VDC Imp= 1122 ADC MODULE SPECS U( N t GEC GROUND ROD GROUND BOND - Y J16 0 _(N) anel Number- Inv 1: DC Ungrounded INV I - (1 )SO LAREDGE SE380OA-US-ZB-U LABEL� A EOC/GEC — (1) `t Kit; 3/4' EMT -(17)CANADIAN SOLAR CS6P-25 EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number* 57821424 Kvin. Inverter, 384W, 240V, 97.57% w /Unifed Disco and Z8, AFC1 WHEAT RIDGE, CO 80033 PV Module; 255 234,3W PIC, Block Frome, MC 4. ZEP Enobled Underground Service Entronce INV 2 3M cNarvift Way Son Motm CA 9W2 REV DAM SOLAREDGE # SE380OA–US–ZB–U Voc: 37.4 Vpmox: 30,2 PAM NAE- THREE LINE DIAGRAM 1 T.� (650) 6�*-1028 F:(650) 6W-1029 (M)-SOL-OTY (765-2489) www.solorcitymn INV 3 Is AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 200A MAIN SERVICE PANEL E � E� 200A/2P MAIN CIRCUIT BREAKER Inverter 1 MILBANK 200A/2P Meter Socket CUTLER-HAMMER Disconnect 3 SOLAREDGE SE380OA-US-ZB-U if (E) LOADS 20A/2P ��Y [f +H JA W4 L1 L2 N 7R — — — — — — — — — — — — — — ic - - — - - - - - - - - - - GEC N rAn DC IEGC SofarCity TDC ng(s) Of 17 On MPI,MP3, � _ DC� EGC Voc* = MAX VOC AT MIN TEMP ....... ------ _ --------- ARE o_ H FV BACKFEED BREAKER Breaker AA , �P2 Spem —(I)Ground Rot 5/8* x W. Copper ONE P & 'o V4AG ` SSMS 22 (17) DC (I)AWG #10, THWN-2, Red (I ff(I)AWG ....... ........ I) AWC FO, THWN Block (1) AVID 110, THZ WN— Red 1) k(j)A#GjlO,7HWN—ZGrw voc* = 5DO VDC Isc = 15 ADC VMP =350 VDC IMP= 12.22 ADC EMILY .... . .... . ... ....... .......... . ........... .... . . .. . . . ............... . ..... .... (2)AWG #10, PY WlRF_ Block VOC* = 500 VDC LIc = 15 ACIC (1)AWG #10, Solid fte Coppw EGG Vmp = 350 VDC Imp= 1122 ADC #10, THWN—Z White NEUTRAL Vmp =240 VAC I 1&83 AAC MP • EGG —(I)Conduit Kit, 3/4 E1 T ComE Mount TyRe C —,(l)AWG #8 THO Z Green EOC/GEC — (1) `t Kit; 3/4' EMT 4.335 KW PV ARRAY Kvin. WHEAT RIDGE, CO 80033 — ------ T7 CANADIAN SOLAR # CS6P-255PX 116 1; ��Wl��WIGGINS, EMILY WIGGI RESIDENCE g Potty Green • F 7 ComE Mount TyRe C 4345 QUAY ST 4.335 KW PV ARRAY Kvin. WHEAT RIDGE, CO 80033 — ------ T7 CANADIAN SOLAR # CS6P-255PX 3M cNarvift Way Son Motm CA 9W2 REV DAM SOLAREDGE # SE380OA–US–ZB–U 7202197906 PAM NAE- THREE LINE DIAGRAM PV 5 9/8/2014 T.� (650) 6�*-1028 F:(650) 6W-1029 (M)-SOL-OTY (765-2489) www.solorcitymn .. \... ... <2 . . .. . // \ «� \\ / \ } \ \� }/ aa«a« ©» \ \ \}\d , ! ■ ■- »* � ^�� .. / / /.� /� »«� , :gam �& . w» azj <7� »» 4< <2 °a+■» 103NNOOSIa j\ J33NNOOSla 00 aNV 831d3A NI (DC) (I NV) Per Code: NEC 69 0.53 # ,».« <�.�.. .y�� \� \� \� �!i ©�& : � �\«: ��.�} SC - CO XCEL Label Set ' 2\ d # 2 } Jul uggammixTwans §��y�� \� \§» �( \fv ---------------- ---------- - - Cto3Ajenuep 9113jejos, appoui � * m,aoS au�qouw buGn junoN dujo, aq; o4 jooj 6W�RMWJ a, inoGS 19k4SUAA 5U11EIGS k441A& CTL I uO4 SON of juens.ind 6e qe1sul 6uqsv, uodn pG.I9,R,*0 junoLN dwoo �X)L>�d a�bw4s jo,I@Apj jaddn,Aapun Buqsvp 4unoN duo s VRSUj a tick juv�uas buitow qj�m a�oq io �eaS UOTOGS SCIN J GzV-, JauGISP3 jadOJd .PGIOH IOPj W O suotionjisul uoijelle1sul dwoo - w.L junoWja9jS Aj!3jejoS o u s n t 0 ,, Aipnuef 6UNSENU juno�N duo�) juno dLuox majoE', b> j 100._4 6Uq9A@ 4n slueuodwoo , suo^ oun4 bupueds JUaAx)� alqrotiddV . ` aouuqmijsip of 1eu3 URIJ JOI 6UIMOIJU 'W91SAS siqj jol Ino aq of p9j,mbei jou aie sal6us UOUIP;VS9� UOG0110' C) 10 S4Uauoduio, p,-,izpouV . 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L41! inpow ,opledwoo daZ saz pjjn uj bu puoa put,? bupune,-m ",- junoVq)j99jS 6upadde A�pensiAWOWe 01 COL! - M 0 ; ,?91ST €'IJO & psi noaD, 0 ainpiluoo lie aploid ia.mol u PUU LUIJ AUIM 10 UOIJ�PPU,941 j!,A paupwoo 'sdwel bu9junow c in oi pznsl� ,- Eupunok pup spue pej qpslA . 10 UOIJUUIWIp9 aLjj'JOqV`j p tuajsAs UI saomC4P pta� �OopejLq . pue LpIdmisp poi Buatwup aj!qm sotlaq4sae sAinpoku - ,aqjpdtuo,,� daq PUL qlbualls jouadns 9A9fI43U 01 P9ZWIdO S� P91 COL 1 p,m abcfvpvq 3 z Z uoplos ejempjeq junoVpjqajS ApojujoS a4_L dwoo - wj junoW)j9ojS f4!ojelos ME= lwm�� ■ of ximun, Series Fuse Rating i ISA ! environment, +95,5% morfuie etnic — - --------- ---- -- ApplicafifinClass,fictificin Class A irradintrice of 1000wirn' to 200wim' PowerTonfrance {AM I 5, 25C) UnderStaridard Test Cumdnions(STC➢ of inadatrux, of 1000AUm', spectrum AM W,5 and im(tuurqmn0cmiA26V Engineering Drawings NOCT 6 - Nominal Maximum Power 174W 178W 181W i 985W volt j 27,3v 'FW 27 5V 27 54 Optzmopioperating C (unp) 8 2PA 6 38A 6 49A 6,60A i 6,71A Oper, Circuit Voltage (Voc) 1 319tri 34-OV 341V 34 2o I 344V Short Circuit Curren C) 6,86A 6,96A 7 08,A, t (i A 7,29A Uridsti,iw me! Operating COO Tfrmimislufe n1adoruzo of 800 Wrni', spirctr.m AM t.& amblent timmeral.ni, 209. .nol speed I ncli Mechanical Data IL Cali Type Poly -crystatltnel56xl56mm,2or3Busbars 60(6N 1M ,.., _ i Dimensions 1 1638 a 982 if 40mal (64.5 x 38,7 x 1.57in) Weight i 20,5kg (45.2 Ibs) FroroCover i 3.2trun Tempered Wass Fixime Material i Anodized aluminium alloy J- W65, 3 diodes 4mm'(MC)IQA4b`G(UL), 1000mm Connectors I MC4 of MC4 Cormisratue (zl�r- P f 41ION 1 # ! JGMO 1!'! . 1 mmm �� )��e,G. _- .�eJf. l�dsa5tsC) a .aRl3tresi c �aas�r d, i ,;..5�3.nsa� ShcSes�d s'. ..tizLE Z�,y "s nsi &sdraa43 'wn;uwev�. a SE t`T AM AM ECd�tt3f 4 35d#+d 313d# 3SVtfd 33N t 35Vtdd 3M41 mmv°#CdS ii oNssn N9S30 W31SAe Ad .va;an.#m. wmuu �,y ,re S >Fa ayrvu xy an w «ere �+.; eta ie 4l''* ±?� ,`4F.^ title 'Y,r..� a,. ar.s�de s,'dwsYu.s�lt; Vies :.,. a c4 Mtrc,�arfn C A a r i i S. F C3 §h` d2) rvJ.} 3 x�aG'21b. lea anul .... S M ixa.N h4 i; w..: .. _... t � .5+$ ......_ ._.. ,ar M:wS sJtaao Sta3t}UVIUt UaAlO39.VIIVISNI. 3 e.YSkl i•s a. ,A7. r .r.};i 3 4 YP.. S P,. 1 . }e .e$P'l.�d ttt+a:§d't 3anti:.d nv &oedta.. ,+',1A,¢b u... (310 i#31Yt, ANI V0 , AW V OVI E33173NN OWO &DM MtS,id O d.3WEbd1,AfQN IS iun d 1tl°#dlno 183MAM 5NflVV3dO 0103, UN01 HUM U40 V3MOd$ MOUVtd346 6NMria 1n4i66 ,; ...,- E a. ..... .. *, r, ..,�3ix, vt:t sszaa¢xEi?S !sV ..... _.._ d :. _._ „__ .. - 'atta»! „Y� & >t>ti, srvrd.tFwXm y Cr4' 6 :w^ - : do - E ,q ^a . Y& ve`rsr^.r4 .ax.�s : :n 4c,. s e ,4 aUeWI.. _... a it. knd-J >^+,nd LPttt�ti Ad 11--96 A %f Ad Rea -ZG seed} Ad 0 - 09 d #S d OsEd OQEd D OM ` OfaU ,' OOEd io ltt !ldo .IOMOd 0663 eIOS ge 11 Jelos P f 41ION 1 # ! JGMO 1!'! . 1 mmm �� W 0 111110 0 ME77, Solar Eudge Single Phase Inverters For North America SE300OA-US SE3800A-US / SE500OA-US / SE600OA-US SE7600A-US t SE10000A-US / SE1140OA-US - Optional - revenue grade data, ANSI C111 LiSA GEPN TA FRANC xPAIN Ci-iiNA AUSIRAC A "HENH SRAEi. www,soiaredge, us Single Phase Invett err for North America solar =ee z SE3000A US f SE3800A-US, SE500OA-US / SE6000A -US ,� SE76GOA-US SE10000A-US '1 SE11400A-LIS ST5000A-US SE60WA-US SE76GOA-US SE10000A- US 9980 @ 208V Nomna; AC Power Outmti 1000 38D'i 50W 6000 1600 I1 400 0000 2 4 OV VA NA'ax AC Power [t £t, 3:MX'' 4 " 50 2A"iw 60i'Y" 8350 208V 12000 VA 54SO (- 10950tx240V AC Outpa Wtaige Porn -Nuln Nlax 283 208 229'Air: AC Ouapwt vcotage p0h".Noin'4viax, p V V 2, - 240 - 264 `4c, AC F?equency NU 59,3 - 60 - 60 rr. (ut+' h H counuyselting S7 60 - 60,S) ho km co,tirwous outpu" curfe"t 16 (W 208V 12 5 2 ✓ -4 48 1 ,a' 208V 4 T5 A 24M 42 3 u 40V GF01 A uWity pvtonftor�ng Wano'ing Protemon, Cnunt'y CGAflgurabk� Thresholds MPUT Recommencied Max DC Pr),nn 3750 4750 6`50 7500 950j) 1 24 00 W ism 1" ansformer hem, Unglounded Yes Max Input Voltze" 500 V'oc Niom, DC Wmui, Wt age 32S 208V / 350 jhF 240'V Vdc 208v 33 @ 208V Mar input Current" 95 il S @ 240V 18 23 W5 (fD 240V 34C Am Max 30 45 Adc Revcrse-Poi K ty Notecticm ye, Goojnv -Fauft isvanwl De ecvo' Sen. 6"vity Maximum by 'le? E c encv 97 7 98,2 983 983 98 98 98 % CEC We �gh' ted Fffic i ency 9 7 1 , 98 97,5 � 208V 97-5 97's C"'7 @ 208V 97's %, 98 @ 2401:' 97.5 @ 240V N4ghi Power Cons�Mpnon ,25 <4 W w ... ... ..... . 4 b sooported Cofrimunica"Ton, V'Te" R54,85, RS232, Exllrer Cs. t, aotdncma') Revenue G Dow, ANS� C12, opner4 STANDARD COMPLIANCE Safety U, U0699B� Ut 1998, CSA 22 2 G Canne S�andatos ICEE2547 FCC pa t!5 loss B I " Nsiiicaii AC outpu cand'aft s i, /,o)oIG oiilsge 1j4' n0mum = 24-6,AWG 3/4' rri�n mum 8-3 1 kVVG DC inpul co $i t size / # of slui,ig" 3/4' minimum / 1-2 szi i•lgs 124 AveIG 3,0" Pe) 4 / 1-2 tri }g3, ,4.4^6 MAIG ANNA range Drmensions mfirh AC/DC Wety 3 5 x 12,5 x 7 30 x 12.5 x 7 5, 30,5 1 x ,� 5 x ' I&S 7 75 x 315 x 260 sw�t& pHxWXD) 7 75 x 3 "2, x 172 775 1 x 315 x 19 W6& with AQ'DC safiety Switch 51�2 I 23C 54,7/2 88,, 1 114 1 0 1 kF, C0{341 g NaP�va� Convenon Far 'S �user Ncr�se < 25 < SO ci8f, Wn 'Max, ope'ratvig 11 to -!40 ,Z5 tc-60 (CAN k to 60) ' C Range N'ovetom Rating NFMA 3R b,n ml'etkg'o'. ".' i- w .25% "h w x39%' a —6 1'2r'C nr Md, he " m o. 'Al 1 —t N — i — tb' Vts sww'�" CAN RN m, e r .","CY '' 4S'W' ?"', Sh�. 0 at., — e1r, USCAN} fs . W Man # Per mits . ?> # r City License City License City License # L � � 6 M# � # Alt. f " Y • 4 1I:: ♦.: # Y. 4 y y '. m Per mit#:201300691 Issued: 0811312013 Stipulations: Interior Remodel and One (1) Egress Window. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and • property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4345 Quay ST A Owner: THOMAS 0 HEINZEROTH 04345 QUAY ST WHEAT RIDGE CO 80033-4961 Contractor: Gerard/James ea on 6770 W 38TH AVE WHEAT RIDGE CO 80033-4908 For the Following Purpose: Residential Remodel FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES -3 ye COMMUNrry DL' Building & Inspection Services Division 7500 W, 29"' Ave- Wheat Ridge, CO 80033 Office 303-235-2855 * Fax° 303-237-8929 Inspection Request Line 303-234-5933 Property Address, Property Owner (p/el Address: < H= OWNERICONTRAC"FOR SIGNATUREOF t"NOERSTANDING AND AGREEMENT I hervbv cerl&v thal, dw Ncttxwk disaancvs propowd by OuN pcmlif apphcation arc akc'urate and ('k4 not vioLlic apphcaWv ordinances, rulc%� or regulation"' of file C4 of Wheat Ridgc iv k',ownanis- eawnwws or NNMORMAS Of rccord� tkwt nwasuromnif-a shoun and g atiow" Ina& are accuraw dix I haw read and a""rcc to afede hg,' ,'dl aafataaoar prinled on and that I assunw fuH rc'qlonsibRia" fear caaatgagi asaa ea ith applic"'tNe Cily of Rkjge cokk!' a,md orcfimawea filf \kof� under any pcnnit as'sucd ha,'vd on this application; ihat I ain ffic to oaa ncr oT hak c iw, autholized b�, the om nef of ahc propt'n ' a to pi:rfonni the described aa,ork wW am ako authori/ - n'd owrwr of arlw v'mAN aTwkulcd on lb s apphciaion w fill thal vmk� on 06" 'qlphcafion' t IRCIX 011 foll" ATRACTOR) gt (,41 1410WED RE1`RE81,.'AT47Xf-,A raf f0if W"", , (("0A TRACTOR (: �� D I I M 0 Building Permit Application (Complete g# highlighted areas) m YX S u bj e ct to F i e 1 d I r p Wheat Ridge Building Datee Y// S��gned Plan c ec',;k, fi,, z I A41, ep Walls in shower shall have non- absorbent finisli to 6' above floor, Cat-bon monoxide detector(s) --------- required within 15 ft of all sleeping areas. Sin.oke alamn; shall be required in each sleeping roona and outside each sleeping area per 2006 IRC, Section 313. Direct connect st alarms are kj+Qf� required, Minimum 50 CFM exhaust fian vented to extefior shall be pix')vided in toilet r(,�)o h ins and batrooms, b0e� t ry (0 -z t ~~t'. Res UA' I u VA ' 01-9402 Aaark Heating & Air Conditioni of Wheat Ridge Mechanic PERMIT - 070057 ST 40 gallon waterheater ISSUED: 01/23/2007 EXPIRES: 07/22/2007 Evelyn Caraon USE: UA BLOCK/LOT#: 0I ESTIMATED PROJECT VALUATION: 4y~•"" x,r FEES 30.55 .00 15t3 8.91 39.46 ]fg~eetback dietancee propoeed by thie perniit application are acwrate, and do not violate applicable ;gyl.atione of the City oC Wheat Ridge or covenante, eaeemenee or reetrictione of recotd; that all l,~allegaeione made are accurate; that I have read and agree to abide by all conditione printed on thia ;asaume full seeponaibility foz compliance with the wheat Rid9e Building Code (i.H.C) and all other Osdinancee, for work under this permit. Plane eubject to field inepection. ackorjpvmer i.:.~.eauedin accordance with the provieione eet forth in your application and ie eubject to the lawa of the ilding Codes of Wheat Rid9e, Colozado or any other applicable WO and to [he Zoning Regulatione and Bu ;he c1ty. ijl eiSgiTe 180daye from the ieeue date. Aequeete for an exteneion muet be received pzior to espiration iaiOn maybe granted at Che diecretion of the Building Official. zovided no .sxp1,{ee;. a new permie may be acquired for a fee of one-half the amount noxmally required, p has ouna p}~vill be made Sn the oziginal plans and specificatione and any euepeneion~fullnfeee ehall t y) yqpr. If chaagee have been or if euspension or abandonment exceede one (1) year Rew per4iit. MpyW*"shall be done that will change the natural flow of water caueing a drainage problem. 11 rit?'h?Cy the Buildin9 Inspector twenty-four (24) houre in advance for all inapectione and shall receive 41 ph xnapection Card before proceeding with successive phaeea of the job. . ~.a'~.peimit or the approval of drawinge and epecificationa ehall not be conetrue3,brule ormre9ulation , gvty violation of the provieione of the building codes or any other ordinance, law, , e.:,hzett to fie}d inApeeL9: a' . tlace 3)234-5933 BUILDING OFFICE: (303)235-2855 pNY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DEPARTEAENT OF PLANNING AND DEVELOPAAENT BUILDING INSPECTION DN1310N - 235-2858 CITY OF WHEAT RlDGE A Approval : ji EkCtricat Ucense No : Piumbing Ucense No : Mechanical License No : Company: Company: Compeny: _ _ .E~atlon 4ate : =Approval : 7600 WEST 29TH AVENUE WHEAT RID(3E, CO 80215 • Property Owner :~'q r5on~ Cv eyl~'1 Property Address :q3% Phone : Gfa~ ~;!~,b Contractor Ucense No. : 01q,~(O,~ Company eAlc Phone : r~k H t~ ~/3/' ~O/ 5 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDINO AND AOREEMENT I IWrby CWtIN that tM s~tb~dc dittanas propotW Dy th4 WmYt aDDUcaUOn an aaa~nb. wd do not vloLr• ~ocYcabN ordinanar. rulw a nauktbns ot th~ Clb ot WMat RWae w (OYYNERxCONTRACTOR) Bullding PeRnit Number : Date : Construcdon Value : $y ys~ Pertnit Fee :3~)-3 Use Tax :.~fS.v ~ Total : ~ 37 Descri Uon : - ' ~ P I e ~e~ne.~~~- ~S~~~f~/7(,✓[~r t/~ Fr Zn-S4-3( 4 ~'LPW ~CJ ~.-l~n (J.J<re.~!' ~-K'to{t'/ BUILDING DEPARTMENT USE ONLY APProval : Zonin0: APProval : Approval : Oxupancy : Walls : Roof : Storie8 : Residential Units : f9 w aber4cmd a YYipnryl~t m roi _ Exptration Date : AppfOVel : 0 IM WAdIM&W dC010rW0YdbtlMZONn iwa(B) IM OuYE'W wtlortr=d Y WApWXWor pp~~ no du~q~~ Nw DMn a WIOo nYE~ In tM YNwp~s ao rtr0~ a r wAprrqn «aErWainwu XV (Itj hara Matlvana bt W a«~apW MpommiY ncMw wAWn a7pwd on YupWlm aN WWn wScwwmM u,.u ooc a cm.w.a b a. vWM ar, rwrM wwwOI a. an VnawW a m. vmiWON i a ncwauon. . Chief BuUdiny inspector For Mayor THIS PERMIT VALID ONIY WHEN SIGNED BY THH CHIEF BUILDINO INSPECTOR AND IAAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION