Loading...
HomeMy WebLinkAbout2980 Webster StreetINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following busines day PERM IT:02 ADDRESS: �LD �' JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT; I / ADDRESS:,._/ / G„ ,J00�9 D,r,� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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. - l� Job Address: 29go We- 4 5 Pl_ -5 Permit Number: Io% O %r} -q ❑ No one available for inspection: TimeQ�Ci' U AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303 -234 - Date: (�"L� l Inspector: M/y DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201708724 PERMIT NO: 201708724 ISSUED: 10/31/2017 JOB ADDRESS: 2980 Webster ST EXPIRES: 10/31/2018 JOB DESCRIPTION: Residential Solar reinstallation of 3.75kw roof mounted grid tied solar PV system. *** CONTACTS *** OWNER (720)233-2562 FULTON NEAL SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,100.00 FEES Total Valuation 0.00 Use Tax 107.10 Permit Fee 140.90 ** TOTAL ** 248.00 *** 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, by my siggnature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. applwabblebuilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the}lel owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this_p` rtt. I further attest that I am legally authorized to include al[ entities named within this document as parties to the work -to be per z i rigid and that all vvork to be;per ormed is disclosed in this document ani#%or ixs' a commpanying approved plans and specifications. Si�attr?�OWNER or CONTRACTOR (Circle one) Ddte I,hpermitwas issued 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 and maybe subject to a fee equal to one-half of the original ppermit 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 an 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 notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fieId 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 `1Vheat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit #(�0 )telO S-7ZW_ Plan Review Fee: Building Permit Application — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 2980 Webster St, Wheat Ridge CO 80033 Property Owner (please print): Neal Fulton Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zi Arch itectlEngineer: Architect/Engineer E-mail: Phone: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.com Sub Contractors: Phone: 720-233-2562 Phone: 253-720-4461 Electrical: Plumbing. Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form 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 aELECTRICAL 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.) R&R 3.75 kW roof -mounted grid -tied solar PV system Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 5100 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 1 have read and agree to abide by all conditions printed on this application and that 1 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 ant the legal owner or have been authorized by the legal owner of the property to perform the described work and am alsoau razed by the legal owner of any 77 entity included on this application to list that entity on this application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESWATIVE) of PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS SIGNATURE: Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY (CONTRACTOR2 DATE: 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ el I 6— '11C 1Cij 0 11055 Clearvievi Way, San Mateo, CA 94402 (&88; -SOL -'CITY (765-2489; :solarcitv.corn April 3, 2014 Project/Job # 8003909 RE: Project: To Whom It May Concern, COVER LETTER Fulton Residence 2980 Webster St Wheat Ridge, CO 80033 Version #33.7 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) - Dead Load =8 psf (MP2) psf - Dead Load =7.5 psf (MP1) 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 structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the IRC 2006 / IBC 2009. Please contact me with any questions or concerns regarding this project. Sincerely, John Calvert, P.E. Civil Engineer Direct: 720.292.1508 email: jcalvert@solarcity.com Digitally signed 43019 by John Calvert Date: 2014.04.03 13:32:44 -06'00' 3055 Clearview Way San Mateo; CA 94402 T (650) 638-1028 (888) SOL -CI 04.03.2014 SleekMountTM PV System Version #33.7 -- - u Structural Design Software PKUJt:L 11NfUKMA 1 LUN tk 1 At$LC Ur 9 -UN 1 CIV I, Project Name: Fulton Residence AHJ: Wheat Ridge Job Number: 8003909 Building Code: IRC 2006 / IBC 2009 Customer Name: Fulton, Neal Based On: IRC 2006 / IBC 2009 Address: 2980 Webster St ASCE Code: ASCE 7-05 City/State: Wheat Ridge, CO Risk Category: II Zip Code 80033 Upgrades Req'd? No Latitude / Longitude:' 39.760053 -105.079520 Stamp Req'd? Yes SC Office: Denver PV Designer: Lindsay Stone Calculations: Grady Kou al 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 2980 Webster St, Wheat Ridge, CO 80033 Latitude: 39.760053, Longitude: -105.07952, Exposure Category: C CALCULATION OF DESIGN WIND LOADS - ALL MPS Roofing Material PV System Type Spanning Vents Roof Slope Rafter Spacing Framing Type / Direction Comp Roof SolarCity SleekMountTM No 18° 24" O.C. Y -Y Rafters Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt 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 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 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 (Up) GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC(Down) 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 -282 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.4% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -313 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.6% LOAD ITEMIZATION - MP1 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 Lb MP1 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 MP1 7.5 psf Reduced Roof Live Load Non -PV Areas Value ASCE 7-05 Roof Live Load Lb 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 4/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (RI) (Rz) Equation 4-2 Reduced Roof Live Load Lr 1 20 psf MP1 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Ps P° No ASCE Eq: 7.4-1 1000/0 Effective Roof Slope 180 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 13.4 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: 7.3-1 Flat Roof Snow Load Pf 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7-2 Roof Ps P° 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 P° PS -PV = (Cs -PJ Pf ASCE Eq: 7.4-1 1000/0 30.0 psf LOAD ITEMIZATION - MP2 PV System Load PV Module Weight (psf) Hardware Assembly Weight(psf) 2.5 psf 0.5 psf PV System Weightpsf) 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? No 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 8 @ 24 in. O.C. 1.5 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf MP2 8.0 psf Reduced Roof Live Load Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ i Section 4.9 Reduced Roof Live Load Lr Lr = Lo (Ri) (RZ) Equation 4-2 Reduced Roof Live Load I Lr 20 psf MP2 20.0 psf COMPANY PROJECT WoodWorks(vt t Apr. 3, 2014 09:55 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 13' -7.1, 0' 2'-2" 12'-8.8" I - Load Type Distribution Pat- Location [ft] Magnitude Unit 619 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 0.67 9.08 3.00 (24.0)* psf Unfactored: Dead Snow "Minimum bearing length setting used: 1/2" for end supports ""Minimum bearing length governed by the required width of the support 160 459 94 312 Factored: Total 619 406 Bearing: F'theta 670 670 Capacity Joist 908 502 Supports 619 586 Anal/Des Joist 0.68 0.81 Support 1.00 0.69 Load comb #2 #4 Length 0.53 0.50* Min req'd 0.53** 0.50* Cb 1.71 1.00 Cb min 1.71 1.00 Cb support 1.25 1.25 Fcp sup 625 625 ing member MP1 Lumber -soft, D.Fir-L, 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'-7.1" Pitch: 4/12; Lateral support : top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); [_� I 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 = 71 Fv' = 207 fv/Fv' = 0.34 Bending(+) fb = 1694 Fb' = 1719 fb/Fb' = 0.99 Bending(-) fb = 294 Fb' = 1274 fb/Fb' = 0.23 Live Defl'n 0.50 = L/266 0.56 = L/240 CRITICAL LOAD COMBINATIONS: 0.90 Total Defl'n 0.66 = L/200 0.74 = L/180 0.90 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 1000 1.15 1.00 1.00 0.741 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.62 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 424, V design = 389 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1067 lbs -ft Bending(-): LC #2 = D+S, M = 185 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 = 35e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(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. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. Woodworks® COMPANY PROJECT Apr. 3, 2014 09:56 1 MP2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 501 tern Start End Start End DL Dead Full Area No Bearing: 8.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Partial Area No 1.08 7.33 3.00 (24.0)* psf *'Tributary wiatn din Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : ---- 10'-3.6° ---- -- 0" 2'-2" 9'-6.7" Unfactored: Dead Snow 132 369 69 215 Factored: Total 501 283 Bearing: F'theta 457 457 Capacity Joist 599 343 Supports 586 586 Anal/Des Joist 0.84 0.83 Support 0.86 0.48 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 625 625 -Minimum bearing iengtn setting uses: _iiz._ Tor ena supporrs ana uz ror m[enor suppuiLb **Minimum bearing length governed by the required width of the supporting member. MP2 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 10'-3.6"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6, ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(8) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 21 PV1 COVER SHEET 181 PV2 SITE PLAN } PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM - cutsneets Attached LICENSE GENERAL NOTES , X TYPE EC # 8041 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. - e 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 2009 MODULE GROUNDING METHOD: ZEP SOLAR INTERNATIONAL BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH 1 REV BY DATE COMMENTS AHJ: Wheat Ride Ridge THE 2011 NATIONAL ELECTRIC CODE. 'REV A NAME DATE COMMENTS UTILITY: XCEL Energy �r CONTAINED L —THE INFORMATION HEREIN SGB NUMBER: JB-8003909 OO PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., FULTON, NEAL FULTON RESIDENCE Lindsay Stone �. • [�OI���'�` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MOUNTING SYSTEM: Comp Mount Type C 2980 WEBSTER ST 3.75 KW PV Array /-,,,•` J Y e�� TO OUDN THE WHEAT RIDGE, CO 80033 MODULES: 3055 Clearview Way ORGANITION,REXCEPT IPART CONNECTII ZON NTH THE SALE AND USE OF THE RESPECTIVE (15) YINGLI # YL250P-29b SHEET: REV: DATE: PV 1 4/2/2014 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: (720) 233-2562 San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 INVERTER: POWER—ONE AURORA PVI-3.0—OUTD—S—US—Z—A COVER SHEET (888)-SOL-CITY-248s)wwwsolareay.aom Front Of 2980 Webster St a STAMPED & Slu"NED FOR STRUCTURAL ONLY 43019: Digitally signed by John Calvert Date: 2014.04.03 13:30:00 -06'00' PITCH: 18 ARRAY PITCH: 18 MPl AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 MP3 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story I FC;FNn O (E) UTILITY METER Sc WARNING LABEL a� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS A AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L'J SITE PLAN IN Scale: 3/32" = 1' w E 01, 10' 21' S CONFlDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J B-8003909 O V PREMISE OWNER: ULSCN P I IUN: FULTON, NEAL FULTON RESIDENCE ULNUN: Lindsay Stone MOUNTING SYSTEM: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 2980 WEBSTER ST 3.75 KW PV Arra Y 1`COI��i�l�" Ak' J ` Y Comp Mount Type G PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) YINGLI # YL250P-29b PACE NAME: 3055 Cleamew Way Sane Moteo, CA 94402 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. "VERTER: POWER—ONE AURORA PVI-3.0—OUTD—S—US—Z—A (720) 233-2562 SITE PLAN PV 2 4/2/2014 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com SIDE VIEW OF MP1 NTS MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 7211 2411 STAGGERED PORTRAIT 48" 1911 RAFTER: 2X6 @ 24 OC ROOF AZI 270 PITCH 18 STORIES: 1 ARRAY AZI 270 PITCH 18 C.J.: 2x6 @24" 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 LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER INSTALLATION ORDER Q JOB NUMBER: J B-8003909 00 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. t wo." olar I y. �J� '� MOUNTING SYSTEM: Comp Mount Type C 1 (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 3055 Clearview Way Sm Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solaraty.com SHEET: REV: DATE: PV 3 4/2/2014 (3) INSERT FLASHING. (4) PLACE MOUNT. G(5) INSTALL LAG BOLT WITH SEALING WASHER. C(6)FINSTALL LEVELING FOOT WITH BOLT & WASHERS. SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 7211 2411 STAGGERED PORTRAIT 4811 19 It RAFTER: 2x8 @ 2411 OC ROOF AZI 180 PITCH 18 STORIES: 1 ARRAY AZI 180 PITCH 18 C.J.: 2x6 @24" OC Comp Shingle STAMPED & SIGNED FOR STRUCTURAL ONLY r'J43019 ally signed by John Calvert Date: 2014.04.03 13:31:02 -06'00' 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 WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Q JOB NUMBER: J B-8003909 00 PREMISE OWNER: DESCRIPTION: FULTON HEAL FULTON RESIDENCE 2980 WEBSTER ST 3.75 KW PV Array WHEAT RIDGE , CO 80033 PAGE NAME: (720) 233-2562 STRUCTURAL VIEWS DESIGN: Lindsay Stone t wo." olar I y. �J� '� MOUNTING SYSTEM: Comp Mount Type C 1 1 NODDLES: (15) YINGLI # YL250P-29b 3055 Clearview Way Sm Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solaraty.com SHEET: REV: DATE: PV 3 4/2/2014 INVERTER: POWER—ONE # AURORA PVI-3.0—OUTD—S—US—Z—A GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: GE Inv 1: DC Ungrounded INV 1 — (1 ) POWER—ONE ## AURORA PVI-3.0—OUTD—S—US—Z—A LABEL: A — (15) YINGLI # YL25OP-29b TYPE EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 54 692 565 FCI Inverter; Zigbee 3000W, 24OV, 96% PV Module; 250W, 226.2W PTC, H4, 46mm, YGE—Z 60, Black Frame, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.6 Vpmax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SolarCity E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING MILBANK CUTLER—HAMMER 4 A 1 200A/2P Meter Socket Disconnect 5 POWER—ONE ADzusr MIN. ACTIVATION v GE Dc'r229q AURORA PVI-3.0—OUTD—S—US—Z—A cc— 1 stnng(s) of On MP z (E) LOADS B C zaov F----- ————— — — — — —— — — _ EGc — _ — — — — — — — 1 L2 t — DG / A N oc- E'c; U.oc_ GEC _ _ _ CG � 3 2 NOT ADJUST MIN. ACTIVATION V GE Stnng(s) Of 8 On M N I l _ _ E c _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�DO -20A ----1— — — 3 1 i (1 )Conduit Kit; 3/4' EMT N I F'I F7 EGcrcEc z z c� GEC TO 120/240V SINGLE PHASE UTILITY SERVICE l 1 i i 1 Voc* = MAX VOC AT MIN TEMP Ol(1) GE # THQP220 20A / 2P BREAKER 1 Breaker, 20A/2P, 1 Space B (1) MILBANK li U4801—XL-5T9 ^ Meter Socket; 200A. /6-350, Ringless A (1) SolarCity 4 STRING JUNCTION BOX D� 2x2 STRGS, UNFUSED, GROUNDED / — (3) MILBANK N K4977—INT Load—Side Tap Connector, 100A, #12 — 1/0 AWG — (1) ZEP / 850-1196-002 Universal Box Bracket; [PKG B] (1)CUTLER-HAMMER �! DG221URB Disconnnect; 30A, 240Voc, Non—fusible, NEMA 3R — (I)CUTLER—HAMMER# DC03ONB Ground/Neutral Kit; 30A, General Duty (DG) O(1 (1 )AWG #10, THWN-2, Black )AWG #10, THWN-2, Red (I) AWG ,#10, THWN-2, Black O(1 )AWG #10, THWN-2, Red Voc*=353.74VDC Isc = 8.92 ADC (2)AWG #10, PV WIRE, Block Vmp = 238.4 VDC Imp= 8.39 ADC O {1 )AWG #10, Solid Bare Copper EGC Voc*=309.52VDC Isc =8.92 ADC Vmp = 208.6 VDC Imp= 8.39 ADC LLL���LLL (1 ) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp =14.5 AAC (1) AWG /10, THWN-2, Green EGC — (1) AWG #8, THWN-2, Green EGC/GEC — (1 ) Conduit Kit; 3/4' EMT (1) AWG #10, THWN-2, Black ®g (1 )AWG /10, THWN-2, Red Voc* = 309.52VDC Isc = 8.92 ADC (2) AWG #10, PV WIRE, Black Vmp = 208.6 VDC Imp= 8.39 ADC O (1 )AWG x!10, Solid Bare Copper EGC Voc* = 353.74VDC Isc = 8.92 ADC Vmp = 238.4 VDC Imp= 8.39 ADC (1) AWG 110, THWN-2, Green EGC THE HEREIN CONFIDENTIAL THE INFORMA CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JB -8003909 J08 NUMBER:`\I,\�Oh��I�� 0 0 PREMISE OWNER: FULTON, NEAL DESCRIPTION: FULTON RESIDENCE DESIGN: Lindsay Stone•� wi.r` MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Gam Mount Type C 2980 WEBSTER ST 3.75 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 (15) YINGLI # YL250P-29b 3055 Gearview Way San Mateo, 94402 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 72O 233-2562 � � PAGE NAME THREE LINE DIAGRAM( PV 4 4/2/2014 F: 888)—SOSL—CITY 65 F: (650) 638-102 )— (65-2489) xww.adaralt.aam INVERTER: POWER—ONE AURORA PVI-3.0—OU TD—S—US—Z—A Label Location: Label Location: (C) �����! d jai, (POI) Per Code: A44— a> EiTll 4 o UUaek Per Code.- NEC ode:NEC 690.31.E.3 `F NEC 690.64.B.4 Label Location: DC ► (DC) (INV) DISCONNECT Per Code: NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM D02 t "14a+f id 7TH ! olTa'oj�(C-A 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 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 I `X!!I, ;® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED } �_ IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC - CO XCEL Label SPL '"W'cholarCity T� EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /l ®oLmrrY 11111 111 11111 iiji 11111111 lhl[ 11 4 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep Compatible TM modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5/16" Machine Screw B Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountT"" - Comp U-- tiGDO, OOMPA �SolarCity January 2013ETA LISTED SolarCity January 2013 �MPO Installation Instructions 1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11. 1.3 with sealing washer. 6 Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module YGE Z 6 0 YL255P 29b � YL255P-296 CELL SERIES YL250P-29b YL245P-29b YL240P-29b • Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. Lower balance -of -system costs with Zep Compatible- frame. Reduce on -roof labor costs by more than 25%. Leverage the built-in grounding system - if it's mounted, it's grounded. Decrease your parts count - eliminate screws, rails, mounting clips, and grounding hardware. Minimize roof penetrations while maintaining the system's structural integrity. Invest in an attractive solar array that includes a black frame, low mounting profile, and aesthetic array skirt. Increase energy output with flexible module layouts (portrait or landscape). Trust in the reliability and theft -resistance of the Zep Compatible'" system. AC SOLUTION OPTION TheYGE-Z Series is now available as C an Enphase Energized'" AC Solution. This solution delivers optimum performance and integrated intelligence. enp The Enphase M215 -Z Zep Compatible _ " ' Microinverter is designed to connect directly into the Z Series module groove, eliminating the need for tools or fasteners - all with one easy step. Intelligant real-time µ� monitoring at the system �- and module level with ' Enlighten. YINGLI SOLAR U.S. Soccer Powered by Yingli Solar Leading limited power warranty* ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 10 -year limited product warranty. *In compliance with our warranty terms and conditions. UL 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 C UL US LISTED (PHOTOVISTE. MOOLEI 4400 YINGLISOLAR.COM/US I Yingli Americas If you buy from Yingli Americas, Yingli Americas acts as the importer and complies with all applicable tariffs. Customers can buy from Yingli Americas with no worry that they will be liable for any import tariffs. YGE-Z 60CELL SERIES ELECTRICAL PERFORMANCE Module type Operating Cell Temperature YL260P-29b YL255P-29b YL255P-29b YL245P-29b YL240P-29b Power output P,,,.. W 260 255 250 245 240 Power output tolerances OP,o.. % V_ V -0/+3 27.4 27.2 Module efficiency r7m % 15.9 15.6 15.3 15.0 14.7 Voltage at P, V, V 30.3 30.0 29.8 29.6 29.3 Current at Pr. I- A 8.59 8.49 8.39 8.28 8.18 Open -circuit voltage V_ V 37.7 37.7 ---9.01 37.6 37.5 37.5 Short-circuit current I$ A 9.09 8.92 8.83 8.75 STC: 1000W/m2 irradiance, 25°C cell temperature, AM1.Sg spectrum according to EN 60904-3 Average relative efficiency reduction of 3.3% at 200W/m2 according to EN 60904-1 Electrical parameters at Nominal Operating Cell Temperature (NOCT) 46+/-2 Temperature coefficient of Pn,.,, y %/oC Power output P- W 189.7 186.0 182.4 178.7 175.1 Voltage at P. V_ V 27.6 27.4 27.2 27.0 26.8 Current at P. h- A 6.87 6.79 6.71 6.62 6.54 Open -circuit voltage Vo. V 34.8 34.8 34.7 34.6 34.6 Short-circuit current IY A 7.35 7.28 7.21 7.14 7.07 NOCT: open -circuit module operation temperature at 800w/m2 irradiance, 20oC ambient temperature, 1 m/s wind speed THERMAL CHARACTERISTICS Number of modules per pallet Nominal operating cell temperature NOCr - oC - 46+/-2 Temperature coefficient of Pn,.,, y %/oC -0.42 Temperature coefficient of V. 0- /./.c -0.32 Temperature coefficient of I. a- %/°C 0.05 Temperature coefficient of Vm {i- %/oC -0.42 OPERATING CONDITIONS Max. system voltage Max. series fuse rating Limiting reverse current Operating temperature range Max. static load Max. hailstone impact (diameter / velocity) CONSTRUCTION MATERIALS Front cover (material / thickness) Cell (quantity / material / dimensions / number of busbam) Encapsulant (material) Frame (material / color/ edge sealing) Junction box (ingress protection rating) Cable (length / cross-sectional area) Connector (type / ingress protection rating) 600Vm or 1000Voc 15A Powered by YINGLI GENERAL CHARACTERISTICS Dimensions (L/ W / H) 64.%in(1650nan)/ 38.98in(990mm)/ 1.81 in (46mm) Weight 45.216s (20.Skg) PACKAGING SPECIFICATIONS Number of modules per pallet 22 Number of pallets per 40' container 28 Packaging box dimensions 67in (1 710mm) / 45n(1145mm)! (L / W / H) 46in (1178mm) Box weight 10671bs (484kg) Units: inch (mm) 15A -40 to 185°F (-40 to 85°C) N 2400Pa 25mm / 23m/s low iron tempered glass/ 3.2mm 60 / multicrystalline silicon / 156mm x 156mm / 2 or 3 ethylene vinyl acetate (EVA) anodized aluminum alloy / black / silicone or tape >_IP65 1100mm / 4mm' - MC4 or Amphenol H4 / aIP67 The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COMNS NYSE:YGE 0 Yngli Green Energy Holding Co. Ltd. YGEZ6000Series2013_EN_201309_V01 3.94 (100) l).47 (12) [tk SECTION C -C r 1 1.38 (35) GZ&Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yngli modules. Our Partners YINGLI SOLAR 9. U.S. Soccer Powered by Yingli Solar The most common residential inverter is the ideal size for an average - sized family home. This family of single-phase string inverter complements the typical number of rooftop solar panels, allowing home -owners to get the most efficient energy harvesting for the size of the property.This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. One of the key benefits of the Uno family of single-phase inverters J is the dual input section to process two strings with independent 1 MPPT especially useful for rooftop installations with two different orientations (ie East and West). The high speed MPPT offers real-time power tracking and improved energy harvesting. ` The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub -arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions • Integrated DC disconnect switch in compliance with international Standards (-S Version) • RS -485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI -DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) Nominal Output Power Maximum Output Power Rated Grid AC Voltage Input Side (DC) Number of Independent MPPT Channels Maximum Usable Power for Each Channel Absolute Maximum Voltage (Vivi Start- Up Voltage (Vstart) Wil Power MPPT Voltage Range Operating MPPT Voltage Range Maximum Current (Idcmax) for both MPPT in Parallel Maximum Usable Current per Channel Maximum Short Circuit Current Limit per Channel Number of Wire Landing Terminals Per Channel Array Wiring Termination Output Side (AQ Grid Connection Type AdjustableVoltage Range (Venin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current (la_cm_ ax) Power Factor Total Harmonic Distortion At Rated Power Grid Wiring Termination Type Protection Devices Input Reverse Polarity Protection Over -Voltage Protection Type PV Array Ground Fault Detection Output Anti-Islanding Protection External A_C_OCPD Rating Over -Voltage Protection Type Efficiency Maximum Efficiency CEC Efficiency Operating Performance Night Time Consumption Stand By Consumption Communication User -Interface Remote Monitoring (1 xRS485 incl.) Wired Local Monitoring (1 xRS485 incl.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Altitude without Derating Mechanical Specifications Enclosure rating Cooling Dimensions (H x W x D) Weight Shipping Weight Mounting System Conduit Connections' W 3000 3600 3300 3800 4200 W 3000 3300' 3300' 3600 4000' 4000' 3300 3800 4200' 3000 4600' 4600' V 208 240 277 208 240 277 208 240 277 208 240 277 2 2 2 2 W 2000 3000 3000 3000 V 600 V 200 (adj. 120-350) V 160-530 120-530 140-530 140-530 V _ 0.7xVstart-5B0 I>= 90V) A 20 32 32 32 A 10 16 16 16 A 12520.0 20.0 20.0 - - -- - - 2pairs Terminal block Pressure Clamp, AWG70-AWG4 102W Split- 0/3W 102W 102W Split- 10/2W 10/2W Split- 10/2W 0/3W _ _ 013W _ 10/2W Split- _ 0/3W 10/2W V _ 183-228 211-264 244304 183-228 211-264 244304 183-228 211-264 244-304 183-228 211-264 244-304 Hz 60 Hz 57-60.5 Ai- 14.5 14.5 12.0 17.2 16.0 16.0 16.0 16,0 16.0 -. 20.0 _ 20.0 20.0 _ - - - - _ > 0.995 % - - --_ -_ <2 Terminal block Pressure Clamp AWG10- AWG4 Yes Varistoq 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL 1741AEE1547 requirements A_ 20 20 15 25 20 20 20 20 20 25 25 25 _ Varistor, 2 (L, - L2 / L, - G) Waxs Wena 'F ("C) -F ('C) %RH db (A) @1 m ft(m) in (mm) Ib (kg) Ib (kg) DC Switch Rating (Per Contact) A/V Safety Isolation Level Safety and EMC Standard Safety Approval Warranty Standard Warranty _ years Extended Warranty years Available Models Standard- Without DC Swtich and Wiring lox _ Standard - With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter 'All data is subject to change without notice 'Capability enabled at nominal AC voltage and with sufficient DC power available 'When equipped with optional DC switch and W ring Box %.9 97 97 96 < 0.6 <8 16 characters x 2 lines LCD display AURORA -UNIVERSAL (opt.) PVI-USB-RS485-232 (opt.), PVI -DESKTOP (opt.) PVI -DESKTOP (opt) with PVI-RADIOMODULE (opt.) 13 to +140 (-25 to +60) with derating above 122 (50) A0 to 176 (-40 to +80) 0-100 condensing < 50 6560 (2000) NEMA 4X Natural Convection 33.8 x 12.8 x-8.7 (859 z 325 x 222) <47.3 (21.3) < 60 (27.0) Wall bracket Trade size KOs: (tea x 1121 and (tea x 1-1/4, 3 places side, front, rear) Side: (2) plugged 3/4'opening5, (2) Concentric EKOs 3/4, i' Back_ j4) Concentric EKOS 3/4",1" 25/600 Em Transformerless (Floating Array) UL 1741, CSA -C22.2 N. 107.1-01, ULi 998 UL1699B, FCC Part 15 Class B ,CSA. 10 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US PVI-3.0.OUTD-S-US PVI-3.6-OUTD-5-US PVI-3.8-OUTD-S-US PVI-4.2-OUTD-S-US PVI-3.0-OUTD-SLS-A PVI-3.6-OUTD-S-US-A PVI-3.8-OUTD-S-US-A PVI-4.2-OUTD-S-US-A MP2.wwb WoodWorkS® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 37 Fv' = 155 fv/Fv' = 0.24 Bending(+) fb = 461 Fb' = 1389 fb/Fb' = 0.33 Bending(-) fb = 168 Fb' = 1051 fb/Fb' = 0.16 Live Defl'n 0.06 = <L/999 0.39 = L/240 0.15 Total Defl'n 0.08 = <L/999 0.52 = L/180 0.16 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 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.757 1.200 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 = 313, V design = 267 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 505 lbs -ft Bending(-): LC #2 = D+S, M = 184 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 = 67e06 1b-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(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. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. City of Wheat Ridge Residential Roofing PERMIT - 201707484 PERMIT NO: 201707484 ISSUED: 09/20/2017 JOB ADDRESS: 2980 Webster ST EXPIRES: 09/20/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 22 sq Pitch = 4/12 *** CONTACTS *** OWNER (720)233-2562 FULTON NEAL SUB (303)777-3444 Jean Gravina 170533 US National Financial Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,000.00 FEES Total Valuation 0.00 Use Tax 147.00 Permit Fee 156.75 Investigative Fees 156.75 ** TOTAL ** 460.50 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707484 PERMIT NO: 201707484 ISSUED: 09/20/2017 JOB ADDRESS: 2980 Webster ST EXPIRES: 09/20/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 22 sq Pitch = 4/12 I, 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 an legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. IDS. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued 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 and may 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 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 an 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 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 anting of a pem-uq shall nota construed to be a permit for, or an approval of, any violation of any provision of any applicable or inardo of thi co ice�o s 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. Dane Lovett 2 U 170 7 From: no-reply@ci.wheatridge.co.us Sent: Friday, September 15, 2017 11:48 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION , Property Address 2980 Webster St Property Owner Name Neal Fulton Property Owner Phone 720-233-2562 Number (enter WITH dashes, eg 303-123-4567) 169 r,7J fes - —t - Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Scan Fulton.pdf Contract CONTRACTOR INFORMATION Contractor Business US National Financial Services, Inc DBA Alsco Cardinal Home Name Improvements, Inc Contractor's License 170533 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-777-3444 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 114 Federal Blvd Denver, Co 80219 (Primary address of your business) Contractor Email Address jeangravina@aol.com Retype Contractor Email jeangravina@aol.com Address DESCRIPTION OF WORK TOTAL SQUARES of 22 the entire scope of work: Project Value (contract $7000 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 170 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: 4/12 22 Ownes Corning comp shingle Asphalt Provide any additional Hail Damage replacement on House detail here on the description of work. (Is this for a house or garage? Etc) 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 to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to Yes Yes Yes Yes 171 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Jean Gravina Email not displaying correctly? View it in your browser. 172 ALSCO-CARDINAL HOME IMPROVEMENTS, INC. 114 Federal Blvd. • Denver, Colorado 80219-1533 �, 9 Phone 303-777-3444 • Fax 303-937-3434 Date 6_ - " _ f 7 www.alsco-cardinal.com Name //f�j lea 1� 4 t '�1l Address `2c) W e -b 6 •/ r4-- �f, City 4)AQfxt !� 1`�. County .T( ' State CC Zip 9 0E - Home Phone % D - ;? .? 3 '2s'C .,) Business Phone Cell Phone Email A ict / • (�' .> v,7, Q q M er, ,1. 1 rid Email #2 Buyer, jointly and severally, residing and being the owner of the job address, hereby agrees to purchase the following described goods and/ or services for repair, alterations, additions, accessions or improvements upon or in connection with the real property described above from Alsco-Cardinal Home Improvements (Alsco), as set out below, subject to the terms and conditions on the face and reverse side, the following describ improvements and materials upon or in connection with the real job address at: C IC1 rh-#:e a? 35 -0 33S s ?L-.. WE, THE UNDERSIGNED, REQUEST THAT ALSCO PERFORM THE FOLLOWING L,,5't) �pc r— sits hie /rt, CC,,--" C e S• cJ I, Q C c c 5 -e e c r , l t� u -e„ ' a 5!9 , d n `D e ci 4- /`rr 5r` Lja ftp'S la � `e �c�. e 4-15 C 0 +-o -E�f s'�►11 r�k cv rim,"IL'"I ate/V3 C'r°I H -P A& -S -e I -J% -►----e %t• --y ne I s � h 4+ /,A Gtr Attach additional sheets if necessary said additional information becomes part of thisa reement. Subject to availability of material and in Alsco's discretion. Installation will begin on or about ._ -3 Please make checks payable to Alsco-Cardinal, Inc. /� %A I 1 Contract Price(including sales tax) $ C 7 D Material t 0I i $ Less: Down Payment $ 21 5;? 1 Labor $ Less: Additional Payment $ Sales Tax $ Balance to be paid on completion $ 3 , 06 4, , o Tax Rate Lead Test Fee Amount to be Financed $ (homes built prior to 1978) Financing information is for planning purposes only, and only the lender can provide final binding figures relating to finance charges and other credit information. Alsco reserves the right to choose any lending institution that will approve the Buyer's credit. Alsco accepts the following forms of payment ❑ Cash O Check ❑ VISA U Mastercard ❑ Finance ❑ Other Credit card purchases are subject to an additional processing fee. Notice to buyer: Do not sign this agreement before you read it, or if it contains any blank space. You are entitled to a completely filled- in copy of this agreement. Any mathematical errors will be corrected. Buyer acknowledges that seller has made no representations, promises or warranties, express or implied with regard to the goods and/or services sold under this agreement, except under terms and conditions of the backside of this page. Buyer agrees that the property being improved is owned by the buyer and/or the signer is a valid agent of buyer. Notice: Any holder of this consumer credit contract is subject to all claims and defenses which the debtor could assert against the seller of goods or services obtained pursuant hereto or with the proceeds hereof. Recovery hereunder by the debtor shall not exceed amounts paid by the debtor hereunder. Buyer's right to cancel: You, the buyer, acknowledge receipt of the notice of cancellation. See the notice of cancellation form on reverse side for an explanation of this right. a;ed(IONJO)'ONI'dW13WOHlVNIOHVO-OOS1V L / k (an2 V l// N7 w -� /J.-V peldaoay a;ege;uasa� OH SOJeS) SH3Ans Arn :eta Posodoa,4 :An nmdannw C° il of he �C( Drv� Ij''p � � i� ,� �u �i III i i� aM � � jil 1 ' 111 7 11 1111111111 IP � III ' 111��11111 IIII iiiiiiiiiiiii l��� Property Address: Property OwneLLpl�ease p�rint : �/\/P 0A )- Phonw"7),0- 233 Property Owner Email: N Mailing Address (if different than property address) A ddress; Q State, i Arch itect/Engi neer E-mail: - Phone: Contractor: -,�o Contractors City License #: Phone: 61( a Electrical; S 0 WR City License # Other City Licensed Sub: City License # Plumbing. F 0 R 0 -IF I U' U�I' E �OTNI, Y D Planlpermit # I" Bran ftviewFee: Other City Licensed Sub: City License # Complete all information on BOTH sides of this for -ro rooP, 3- Btu's Squares Other I Project Value: (Contract value or the cost of all materials and labor included in the Snilre project) . 7 7015 1 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, casements 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 (0 WNE R) ar. (A UTHORIZED ft` EPRESENTA 7"P VE) of (0 KAER) (CONTRA CTORl R N L,.:f NAME: SIGNATURE,: it — Not Required Not Required Not Required Building Division Valuation: $ review was determined that the /sti that ¥tructur&n and the k ems!! / Di \ d§ 2<«A \ \� � ° Y M A i ME I t. Pressure l "iclent U .88 g. x /i r m r B skin Wercl Pressure i n = ri, t CC Finatnn A-22 Wind Pressure P sure K US Table 8 -3 Wind DirectionaT Factaar K d 0.85 Table 8-4 { . ,1), Velocity Pressure qh +q = 0.00256 (Kz) Kzt) ( ).. ^) Equation 6-15 ✓ 18.5 mf t. Pressure l "iclent U .88 g. x /i r m r B skin Wercl Pressure i n = ri, t CC Finatnn A-22 ax.n .r< ♦ sr s 1i s lot ax.n Snow Tberma Factor Ct All StrUCtUreS except as indicated otherwise Table 7- 3 1 1 1.0 4 44 Pf • u4 ]at 444 4 4.4 I"' 14 "'� R "! 4' N41^ ��I 411�INI ■ 4 9 #vG 4 4 4 y 4 e� YP 4 4 W�, wb lGround Snow Load � � .. • 4 6.44 � i 6 i b 1 Snow Tberma Factor Ct All StrUCtUreS except as indicated otherwise Table 7- 3 1 1 1.0 4 44 Pf • u4 ]at 444 4 4.4 L - M PI I"' 14 "'� R "! 4' N41^ ��I 411�INI ■ 4 9 #vG 4 4 4 y 4 e� YP 4 4 W�, wb � � .. • 4 6.44 � i 6 i b 1 L - M PI 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 P Dead - Partial. Area No 0.67 9.08 3�00 {24.0)*_Rojf •dWorks@ Sizer MPI.wwb WoodWorkst Suer 10.1 Page 2 �Analy�s v�. �4t��wat�le �} arse! def�ectivn C��) u�n� r��as � riterlon l i Value Deli Value al i f�3e z � Shear fv = 73 Fv' = 207 fv /Fv' = 0.334 Bendin (+) f = 16 34 Fb' = 1`71.9 fb /Fb; m 0. 99 Bending ( fb 294 Fb' = 127 fb/ "b 0, ;3 Live D fl'n 0.50 = L/266 0.56 _ L/240 0.90 Total 13ef1'zl 0.66 = L 0. 74 - L/ 0. Load Type Distribution Pat­ Location [ft) magnitude Unit Dead tern Start End Start End 69 DL Dead Full Area No 8.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Partial Area No 1.08 '7.33 3.00 (24.(3)*_ . f tan factored: Dead 132 69 Snow 369 215 Factored: --- Total 501 283 Bearing: FItheta 457 457 Capacity Joist 599 343 Supports 586 586 Anal/Des Joist 0.84 0.83 Support 0.86 O.48 Load comb #2 #4 Length 0.50* 0,50* Min reqld 0.43** 0.50* Cb 1.75 1;00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcv suiD 625 625 IMfflrt"IWIIfl� .1�� M���� I ! liffilil 1 1! Ii ill; iii 1111M i MUMM MP2 Lumber-soft, S-P-F, No.IINo.2,2x8 (1-1/2"W-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 10'-3.6"; Pil 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor applied where pennitted (refer to online help); - --------- --------- I � mi I 1 1 111 [111, • Criterion FACTORS: F/E(psi)CYO CM Ct CL CF S hear fv = 37 Fv1 = 155 fv/Fvl = 0.24 Bending(+) fb = 461 Fb' = 1389 fb/Fbl = 0.33 Bending(-) fb = 168 Ph' = 1051 fb/Fbl = 0.16 Live Deflln 0.06 = <L/999 0.39 = L/240 0.15 - Total Defl1n 0.08 = <L/999 0.52 = L/180 0,16 Additional Data: FACTORS: F/E(psi)CYO CM Ct CL CF Cfu Cr Cfrt Chi Cn TIC"# Fv 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fbl+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb 875 1.15 1.00 1.00 0.757 1.200 1.00 1.15 1.00 1.00 - 2 Fcpl 425 - 1.00 1.00 - - - 1.00 1.00 - - Et 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 = 313, V design 267 lbs Bending(+): LC #4 = D+S (pattern- sS), M = 505 lb -ft Bending(-): LC #2 = D+S, M = 184 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 are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow­) Total. Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle FItheta calculated for each support as per NDS 3.10,3 ;7 9 - STAMPED & SIGNED 10 DC 'JUNCTION/COMBINER BOX & LABELS FOR STRUCTURAL ONLY DISTRIBUTION PANEL & LABELS Comp Mount T e C 2980 WEBSTER ST 3.75 KW PV Array c LOAD CENTER & WARNING LABELS WHEAT RIDGE, CO 80033 PAGE DEDICATED PV SYSTEM DIETER * � MP2 AC INS 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR Inv CONDUIT RUN ON INTERIOR GATE /FENCE # 0 HEAT PRODUCING VENTS ARE RED B , INTERIOR E UIPI ENT IS DASHED LJ Digitally signed by John Calvert SITE PLAN Date: 2014,04.03 kale: /32" = V w E 13 :30:00 -06'00' 01 10 21' J Comp Mount T e C 2980 WEBSTER ST 3.75 KW PV Array WHEAT RIDGE, CO 80033 PAGE * � r � T 638-1028 . t. t PV MODULE y•.. 4 ! y 1 F 1 .. * WHE '.. PAM KAW k f16" BOLT NTH LOCK �r F INSTALLATION ORDER FENDER MASHERS TT Wi 064 4 /2/201 4 # * * ! : `.. LOCATE RAFTER, MARK HOLE EP LEVELING FOOT Ik1) LOCATION, AND DRILL PILOT EP ARRAY SKIRT 6) HOLE. SEAL PILOT HOLE WITH EP COMP MOUNT C w P OI SEALANT, EP FLASHING C� (3) 3)1 INSERT FLASHING. (E) COMP, SHINGLE � Zi— �0) (4) PLACE MOUNT ALL UYtUM tVVd WIN BOLT & WASHERS, .' Di b yJ o hn Cal *+ !� - a # +# 1+ !! y•.. 4 ! y 1 F 1 .. * WHE '.. PAM KAW k !o-N Sto �r ni " ... .. a TT Wi 064 4 /2/201 4 # * * ! : `.. L abe l O Co Per 1 , Label Location: (DC) (INV) Pe Code t. M �•• t• t t+ t t t t M t t X CEL Lab I 0 * 'Okize'-s zet) So " w d UL I T0 ?r„ to zep tile , �, rnodu:r's * inteflock and grourafing devices in systern LiL �sted to UL 2703 * �nterlock and Ground Zep ETL lisied to UL 1703 as "Crounding and Bon6ng Systern" * Ground 7ep LA, and FTL 'Holed to U1, 467 as groun6ng device * Painted ga vanized waterproof fiashing * Ano6zed components for corrrmoon res stance * App5cable for vent spanning functions Components COMP Installation Instructions Dr Pt' A I Ve of Proper Nvyietor for Fastener Si70 Per NDS Section 1,1,12 Seai pbt hole with roo"ing seMant insert Cornp Pvlotmt flasKng wrder uppe� ?Iyer of shmg�.e PlacL Cornp Mount ccritored Upon flashhg Instaii lag pursuant to INDS Section 11, 1,3 Wiffi seafing Washer, SeCUre I veNng Foot to the Cornp MOLIM using rnachineScrew Place modWe Amaze , -An no worry the they wiii be haWe for any am;avrz W'91 - Aid info0yincgliamerica .co Tel: 1 (888) 686 -8820 YIN LAR n' Cyretan Energy Holding Co, Ltd, YYUE.cat,"rwv0 r+nna;rCrtd_flvE 201 S7 ,vC.i1 U S' Soccer F owetod by Yin. �,� &�r II fi 1 It y, Amaze , -An no worry the they wiii be haWe for any am;avrz W'91 - Aid info0yincgliamerica .co Tel: 1 (888) 686 -8820 YIN LAR n' Cyretan Energy Holding Co, Ltd, YYUE.cat,"rwv0 r+nna;rCrtd_flvE 201 S7 ,vC.i1 U S' Soccer F owetod by Yin. �,� &�r €anduit c"Otdionsr With DC Switch, Wiring box and Arc Fairlt Deta dor and Mtemmtmr i4atl9td l—kwT Ftt cfldttw)@ xu'$hf�stt n�tittl (.apb4vMabltld M ,lAACozrhage AW avnh scrtyvntXir,— vvrht,4. aMAn Nj"pSm.,IhF^raw —1 tK,-Irh and oW -g$. P%q- 3,9-- 0UTD- S•U5 F'V1A24),UTD -SUS•A _...... "i 0 ❑ O N O ~ `\a ~ n ( D ~ O ¢1 . j 7 < C ~ y (D d. -0 m m n o, o N -o ~ a m 0 ~ N (D o ~ ' " o . ~ O \ _i ~ CD N T ~ ] D ~ W ~ W ~ a 1n m w w L O Q ~ a A 7 ~ N 3 ~ ~ ~ Z c ~ (1) ~ o ~ W W ~ m n w~ C•n ~ ~ ~ ~ l O N A ic { O , t\ Z cn H~ 'r1 C'' v ~ n N O ~ ~ k ~ , W ~ O 2 Q W ~ LL O ~ ~ k d C C h LL O 1= 2 N C N j ~ ~ W O Q c.°~ V Z c ~ O Z Q ~ N N V m U m M~ o p, M N L Z a d F ~ ~ O Z a~i E Q i N d c a N N d v V ¢ a 0 ~ ~ a ~E; a d E Ip c 0 U N n N c 0 Q) m ~ > m N C O 0 Z i7 N } =o ~ ~ Q N G 0 U d n m G (D ¢ ~ o ( `u F N ( e . m ~ O w ~ ~ I u d o i a ~ a N y c .2 a m ~ z G ~-I O \I ~ i \ t ~ 3 c° . o w« pyMr }~r:c"rs ~03J443-4794 Neal Fulton g ' Y87F"o * N uss: ua a uA . ~ ~ BLOCK/LOT#: 0/ . I 1`C?N; 0587 _ ~ - ,r : t ~ . . . fiSTIMATBD . . . PROJECT VALUATIOiS: 10,000.40 FEES . ~ t . 235.70 BebYRF ee El «~'Xaxi R~Ximw:-8ee . . 153.21. . . `Tbti T7~e' ~at3uation a~CC .00 180.00 ~ 568-91 ~ - ~ r . . . , . . y ChaC tko rteCback dietanCea pxoposed by thie permit application are accuzate, an8 donot vioidt§ applicableea as Ye91s1dCioneot the City of~WheqCRidge or covenante, eaeemente or ceetrictione Qf iecotYl;Chat all . ,qwn, apd 413egaCione madt gYe accnrate; that T have read and agree to ablde by all eo2iifitions prla[ed on thie [;thaC I aMasune 1u11resP'onmibility for.compliance with the Wheat Ridge Buildlxg Code (I.B.C) and all other ut Rif.ijD 9YC, fo ' le"ondlr thle pexmit. Plane eubject to Eield in9pection. . '~--22-0 g tr~xCtoz/SMiiec . date . . . Gae icgued'in aCCOidanCe w1Ch the grovieione set fortrt in }rour application an8 ie eutiject to Chelaws of trie ~pr8do antl;to the Zoning Regul.atione and Building Codee of Wheat nidge,COlorado ot aay othet applicd6le ?Y the Cicy:. . . . . . 2yha11 pp3.zR 190 daye,from the Sssue daee. Requeete for an exteneion mu_t be receiveflprior ko expiration iteft816q qWy be 9zSnted at the discretion of the Building Official. yyC explYes,~ a ttew pGtmtit mag be.acQulred for a fee of one-half the amount. noxmal3y reqUized,,Pzpvided Ro s'Ldea or arili be mde in thq origieal plane and epecificatione and any euapmcion or:aliandonMe7tt ttas not t:(y) yogLe,I{ phangee have baenos1E suepeneion or abandonment exceede one (1) yeaz, full fees ehall 'a n3ve yexmie. . . . . . . apr/ `maan6K,oka11 tie dona that a'ill thazge the natural flow of watex caueing a dY'+inage piwblem... . dh2111 noCiT.i Cheeuixdiag Inepeetoxtwenty-four (24) hours in advance fon all inepectionB attd ekixll receive rGVal on"Snspectlon caxfl tiefoze`groteeding with aucceeeive.phaeee of the job. , ttll a peip6tT. PX the'drppYObal Afdzavingeand epecificatrone ehall not be ponaCrued tbDe a pptarie tor, nor. of, any v"s'~ itionofthe pvovisfona of the bvilding codes or any other ordinance; law, rule or regulaCion. yi f et to field inspeceione. t; gu isag OflSFial date . ' ' . ,n",,;"psi ~ 3,~,~ BUILDING OFFICE: (303)235-2655 j,q+p-gg ~g $y -31~M ANY SOS SS DAY FOR INSPECTION THLFOLLOWZNiG BU5IDiSSS DAY. '5 Fw"Eqr City of Wheat Ridge Building Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 C~LORP~O Building Permit Application PropeRyAddress: C) Date: Property Owner (please print): 1- I Mailing Address: (if different Ihan propeRy address) Address: City State Zip: Contractoc Contractor License Phone: Sub Contractors: Electrical ity Ucense Plumt~in ity License Com any Compa y: D t~:L"~i-t~.~~'~G Ex p , a ~~P at ~ ' , p. ICC'NSe` J al: - n.,.,~„,~a L 6 , N (LI, G Bldg Valuation: Plan Q 8'6)IOc) Permit Mechanical City License Company. Exp. Date: Od, s on ta sheet) ~ ~ $ Construion Value: ~S Use of space (description): (as caicuictaced per me eb'i~ i g vamaci Description of work: *V p(,(2{NA3-U7 ( n vti VE~-i-) -°-A&oc, A41, plan Review (tlae at time ofsubmittaq: •v4iaR~D P~.s,-,c~s,~ y Csx.e~~ • N'Ev~i ~.-ts~'S~ "c'-Lz 101~ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acarate, and do not violate applicable ordinances, s allegations 9 made narefa` cu alte; tha I have I ead and ag ee to abide 6y all co ditbns psi tedeon~ his applicationantlmhats l assum Ueafull compliance with Ihe Wheat Ridge Building Code Q.B.C) and all other applicable Wheat Ridge Ordinances, tor work responsibility for under this permit. Plans subject to fleld InSpection. R1 CIRLCE ONE.: (O NER) (CONTRA OR) or PERSONAL REPRESE TATIVE of (OW~Q -b Dale: ~F_f~L. ~i3~-"rCJSIGNATURE: PRNT NAME: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer BUILDING DEPARTMENT CO M Reviewec ~~'~'TQ ~l f%~ ~~✓S~ ~ RRE DEPAR7MENT:'. O ap ed wl commenls ❑ disappmved ❑ no review required OCCUPANCY,~ ~ ~c:~rucr~ -1~ a Work shall comply with 2003 IRC, ~ 2003 IECC and 2005 NEC. MJb IC,~ fG~l'l.Ul ?4 61 c -t) QA ~ ~ ~ r ~ _.ffl 1111° I CPz S a ~ Subject to Field Ins0ections Wheat Rid e Buildi g Dept. Date: b6 Signed: Pian checker ~p S Ntountain States Structural, Inc. Project: 2$?1- 41a-93°ri5;e 5T' 636 Leyden Street • Denver, CO 80220-5332 Project No. 08 - aZ& Phone: 303-825-1572 • Faat: 303-623-9175 By:_-k"-Checked: structural.engineer@yahoo.com Date: sl Sheet: • ~~c e~tc~iV~ ~~F"•?~S ~.U~ ~,/~S';~"✓ U3r - /`~Qtl~~S-T~'dK p?ST' ~ . . , TY6'~~,~' : v/V/"q"F.d r 90, x fo x !0 ~ G~.~~c t, . • p~U % Nof+1 ~"~r"~r~ v ~ ; ~6 ~t~i,,; r~ ,X? f~✓Si''/NG" j~ouN21Ar o/J . ~u. - ug-A~Ifry://r f=A.'54D, /2 - ,4b5T s y~M'17 -M Za-9D 4 4/-,4C rwcZ-rv k r7C-htZ-rv: q' 4r v.II✓$r lelOar-7 ~ L b~l } . , , . . . . . City of !VVheot R1dge ti R"idential Ikooring PVRMIT - 0$0201 PWIT N0: r 080201 . . . . ISSUED: 03/06/2008 . . JQB'.A7CTRE.`33r- 2980.W&BSTBR.ST . . ' EXPIRES: 09/02/2008 . flE9CRI8TjONc 1;J0 3 layers; rerooE w/,30yr dimensionals (23 oqa.), owner 303/455-9158 Georgeanrie',UYSO gc 303/466-0161 Bernie Agi$z01-9543 Reitz Roofing, Inc.. . 20NE ~X)D$: UA USE:Y-3 SUEDSVISZONi' . 0587 . . . SLOCKILOT#: OI rr ~gg g~y r~ ESTTMATBD PROJECT VALUATION: 4,071.00 , : : FEBS . . . . . . . ' . Pertnit 'Vee-.. . 144.70 TpCal V81uaLticn .00 . . U6E TaX . . . . 73.28 TOTAS, . 217.96 CoridiCiorisc' 6 nail imst'al},ation &mid-roof inspcction required. T hereby cartiCy that Che aetback diqtance6 prdpoeed tiy ehie permit application are aceurate, and do not vlolake apgllapblm~ vidinancea, mlee or rnglilation6 ofthe City of Wlteat Ridge or cw¢nanta, easemente or.teatrictiorts of recaEa;, YI+AL a11 measlyxemeriYS lAawrl, and al}egafions'mde arB.~aqevYate; that I have'.read and agree to.abi8e by all conditioae prifiCed on th" applicatipx[ apd:Chat I asaume ftill reaponB36ility fos wmpliance with the Wheat Ridge Building Cade(I.B.C) dtad ikl 4tjl8r:appllCablm Hhddt R3dge Ordinancee,.for wozk undez.thie permit. Plane: eubject to field in6pecEion..~- &itgdturb of CChtxactoY/o date . . 1. Thie geFmS,C was, 1 iaevedin accordance with tneprovieione eet foaGh in youz applicatioriand 1s~eubject to the liva o€;U6e~ Stane oE.tXslorStlo and,.totReZOriing Regulat4lon9. andHUilding Codee of wljeat Ridge, Colorado osany otrier appyiLAble aitli+lahbea dE Ehe City, . 2, Ypie plFmit.9hd11 expire 18o tlaysfrom the iaeµedate: Requeets Eor an ezterteion muet,bt sdceived prioY toexpization. pate. Ai} aztorisian may, be grantad 9t Criqd;ecietion of.the Buildiag Official. . ; 3..-If thts pbisiC'sxpisep;: a Tew pexmit may.be'iacquired for a fee of one-half the amount nonnallyrequired, prov>ded no aTxmges ifave blen ozv+ill bE made:in Che,ozlginal plane aridepecificatione and any euepeneionor abazndoMient D#a nflG .ezz:eEd9A:one.(1) yeat.Ifchanges have mee0 or Sf euepeneion or.abandoflment exceede one (1) pear, full feea qha11 , be Pai&-fbK a xlew pezfifY. . . . a. iPb vroak of any'mnnnerahaEl be done that will ehangethe naturaSflow of watez cauaing a draiaage problem. . . 5. :COiitracYOC:a}fnll notily 4he Buslding Iniegectox'twenty-four (24). hours in advance for all inepectlone attd sha11 reeelve.wz:.CtCtt ppprovaF on-inapectxon card befoxe proCeeding with eucceesivepRaeea of Che job. , p rof'.dTawinge and epecSficaClona.ehall not beconetruedto be a pErnit Eor, tior. 6 aa, gpiss pmYall o2 ~ aA~ olat on h of athe prWision9 of the.building codee or any other orflinance,law, rule oi regul0tion:' . ..pd, p123f ' eilbject to fSPld lnepectione. . . . . ' . . 6lgnature a e Buildzng DEficial flate . ' . . . . TtiS813}." 9${,~II83TIsxNBa (,303)234-5833 BUILD2NG OFFICE: (303)235-2855 - R8Qt1E;STS",MS'P' B8 MADE HY 3PM ANY &'USINESS DAY FOT2INSPECTION THE. F4LLOW3NG HUSYN`F96 DXY. ~ ~4 . . . ,~Y , ; . . . . . o` W~Eqr COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: j P BUILDING INSPECTION LINE • 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235•2855) APPLICATION Proper[y Owner: ~ p~, rrcr~ti.. c V R S r~ Property Address: i,1 Y.4'v C..~ t T~ 5 ff2 Phone: 3-- S/SS`- 5i/Sf- Contractor License No.: CompanY:'+?GT1; Z••c. Phone:3--S16(. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback dislances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cityof W heat Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abitle by all conditions printed on this applicatlon and that I assume full responsibility for compliance with the Wheat Ridge Building Code U.B.C) and all other applicable Whea4 Ridge Ordinances, for work untler this r it. (OWNERHCONTRACTOR) 'SIGNEO 4aJf ~ DATE~✓`V'C`~` (OWNER)(CONTRACTOR):PRINTED C Construction Value:$ ~'7/ Permit Fee:$ Plan Review Fee:$ Use Tax•S TOt31:$ Description: a 3 `zi 'wsze~~'/, 3r 7,51, Sq. Ft. added GI/l Expiration Date: Expiraiion Date: Expiration Date: ApprovaC ApprovaC ApprovaP (1) This permit was issued in accordance with the provisions set forth in your applica6on and is subject lo the laws of the State of Colorado antl to the Zoning Regulations and 8uilding Codes of W heat Ridge, Colorado or anyother applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a periotl of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chanqes have been or vrill be made in the original plans and specificatlons and any suspension or abandonment has not exceetled one (1) year. If changes have been or if suspension or abandonmenl exceeds one (1) year, fufl fees shall be paid for a new permit. (4) No work of any manner shall be done that will change lhe natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetling with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specificaUOns shall not be conslnied to be a permit tor, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulafion. Chief Buiiding Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12854 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 9/28/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 2980 WEBSTER ST Phone : 232-6611 Contractor License No. : 18236 Company : Applewood Plumbing & Heating phone : 433 9983 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurete, 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 ayree to abide by all conditions printed on this application, and that I assume full responsibility for co liance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridgeprt~~'~naryCes, for work under this perrtgit. (OWNER)(CONTRACTOR) Construction Value : $5,145.00 Permit Fee : $125.25 Plan Review Fee : $0.00 Use Tax : $77.18 Total: $202.43 Y' - r ' Use: Description : REPLACE 100,000 BTU FURNACE AND 40 GAL WATER HEATER BUILDING DEPARTMENT USE ONLY - M, SIC : Sq. Ft. : Approval : Zoning : . w'. . _ . Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub1'eM to the laws of the State of Colorado and to the 2oning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspentletl or abantlonetl for a penotl of 120 days. (3) I! Ihis permit e)(pires, a new permit may be acquired for a fee oFone-halF the amount normalty required, provided no changes have been or will be made in the original plans and speafcations and any suspension or abandonment has not ecceedetl one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl For a new permit (4) No work ot any manner shall be done that will change ihe natural Flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspector twenry-four (24) hours in atlvance for all inspechons and shall receive wntten approval on inspection cartl before proceediing with successive phases of the 1ob. (6) The issuance of a permit or the approval oF Arawings and specifwtions shall not be construed to be a permit for, nor an approval oF, any violation of Ihe provisions of the bui g codes or any other ortlinance, law, rule or regulation. / C il ing I ector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 09/26/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 BUILDING PERMIT APPLICATION Property Owner: lucille johnson Property Address: 2980 webster st Wheat Ridge CO 80215 Phone: 303-232-6611 Contractor License No.: n/a Company: Applewood Plumbing Phone: 3034329800 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING 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 measuremenls 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: 5145.00 Permit Fee: Use Tax: TOtal: (OWNER) (CONTRACTOR) SIGNED dd*- __DATE09I26I2001 USe: Description: replace 100,000 btu furnace and 40 gal water heater BUILDING DEPARTMENT USE ONLY 40*4tWr04; sic sq. Fc : Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No : Company : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issueC in accordance with the provisions set forth in your applicalion and is subject to the laws otihe Stete of ColoreCO and to the Zoning Regulalions and Builtling Code of Wheat Ridge. Coloredo or any apDlicable oMinances o/Ihe City. (2) This parmit shall expire R(A) the work authorized is not commenced within sixty (60) days trom issue dale or (B) the building authorizetl is suspended or aban0oned for a pariod M 120 days. (3) If Ihis permh expires, a new permit may be acquiretl for a fea of one-haHthe amount noimally requlred, provided no changes have been maCe orwill be made in the original plans and specificalions and any suspension or abandonment has nol exceetled one (1) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall ba paid for a new permk. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) ConVaMOr shall notify the Building Inspector hvanty-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceeding with successive Ohases of the job. (6) The issuance o( a permit or the approval of drawings antl specifcations shall not be conslrued lo be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule, or re9ulation. Chief Building Inspector . o O ~ n (D O N ~ < p w ~ . O" ~ C _ (D Q CL O m > N > ~ ~ CD -0 ~ d (D o ^ ~ ' . p o ~ ~ L CD N ~ a ~ ( W ~ W ~ a in w w C- 0 a D C Q N N H N fD Z O (p C 3 "V m M 0 A., O i Z ~ O w m *A 1 _ ♦ w N O W m W 3 { cn A 1C ~ T o W v ~ ~m N4r) ,v70 No ~.v H ~ ~ ~ 3