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3321 Vivian Court
INSPECTION 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 business PERMIT: l ADDRESS: �` VN ft JOB ODE: Foundation Inspections Date Inspector Initials Comments &1)Vajx' 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;!2� ADDRESS: 3.3Z-1 V'V`J�zi JOB CODE: �... 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: V a3 F % y Job Address: 3a° l V l V a r1 G Permit Number: 2-00709 %6l ❑ No one available for inspection: Time U�77 ( AM/PM Re -Inspection required: Yesocaor When corrections have been made, e -inspection at 303 -234 - Date:— 1 M I Inspector: e DO NOT REMOVE THIS NOTICE X112 �li z PERMIT: i U p ADDRESS: �o)ZI I �I CgN�C� Jp6 d�fll C�ODEFJ�i 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 / 1� Js - 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 / 1� Js - 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. INSPECTION 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 business day PERMIT: U�S DDRESS:X2_2_ , 100N C. 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 ®► A .� City of Wheat Ridge Residential Solar PERMIT - 201708761 PERMIT NO: 201708761 ISSUED: 11/01/2017 JOB ADDRESS: 3321 Vivian CT EXPIRES: 11/01/2018 JOB DESCRIPTION: Residential Solar reinstall of 10 kw roof mounted grid tied solar PV system. *** CONTACTS *** OWNER (303)234-9380 PEARCE RALPH C SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,600.00 FEES Total Valuation 0.00 Use Tax 285.60 Permit Fee 267.70 ** TOTAL ** 553.30 *** 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 signature, do hereby attest that the work to be perfoed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable munici a s, policies and procedures, and that I am the legal owner or have been authorized by the le al owner of the property and am auth to obtain this permit and perform the work described and approved in conjunction with this er t. further attest that I am le uthorized to include all entities named within this document as parties to the work to be per or is d that all work to r ormed is disclosed in this document and/or its' acy�ayg approved plans and specifications. SignattVe of `CSWNER or CONTRACTOR (Circle one) Date I. 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 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 ff 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signaturg Date T S REQUESTS E MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of %heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE U E ONLY Date: G Plan/Permit # 76 F 7&� 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: 3321 Vivian Ct, Wheat Ridge CO 80033 Property Owner (please print): Ralph C Pearce Phone: 303-234-9380 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above State. Zi Arch itect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarcity.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing. W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: 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.) R&R 10 kW roof -mounted grid -tied solar PV system Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 13600 l 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 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. J CIRCLE ONE: (OW7VER) (CONTRACTOR) Or (AUTHORIZED PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required TIVE) Of' (OW#R) (CONTRACTOR) DEPARTMENT USE ONLY Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 3055 Clearview ki'Iay, San Mateo, CA 94;02 (888) -SOL -CITY" (765-2489; 1 wvvi solarcity.com May 13, 2014 Project/Job # 8004259 RE: Project To Whom It May Concern, COVER LETTER Pearce Residence 3321 Vivian Ct Wheat Ridge, CO 80033 Digital) 0515'Yoo Jin Kim Date: 2014.05.13 10:19:02 -07'00' Version #34.3 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 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 7 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 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 requires structural upgrades as detailed in the plan set. I certify that the structural roof framing including the specified upgrades 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, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo. CA 94402 r (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 05.13.2014 SleekMountT'" PV System Version #34.3 Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Pearce Residence AHJ: Wheat Ridge Job Number: 8004259 Building Code: IRC 2006 / IBC 2009 Customer Name: Pearce, Ralph C Based On: IRC 2006 / IBC 2009 Address: 3321 Vivian Ct ASCE Code: ASCE 7-05 City/State:' Wheat Ridge, CO Risk Category: II Zip Code 80033 Upgrades Req'd? Yes Latitude / Longitude: 39.763621 -105.135958 Stamp Req'd? Yes SC Office: Denver PV Designer: George Kostov Calculations:' Yoo Jin Kim P.E. EOR:' Yoo Jin Kim P.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 3321 Vivian Ct, Wheat Ridge, CO 80033 Latitude: 39.763621, Longitude: -105.135958, Exposure Category: C LOAD ITEMIZATION - ALL MPS 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 Lo ALL MPS 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 R2 Yes 1.5 psf Board Sheathing Lr None Equation 4-2— Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 7 psf ALL MPS 7.0 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 ASCE Eq: 7.4-1 4/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Rt) (R2) Equation 4-2— Reduced Roof Live Load Lr 20 psf ALL MPS 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? No Effective Roof Slope 190 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 13.5 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C. Partially EOxposed Table 7-2 i Snow Thermal Factor Cc All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) P+ -min 30.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf > pf-min Eq: 7.3-1 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 NA Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _P„ Unobstructed NA pery Surfaces Figure 7-2 Design Snow Load Over PV PS -PV = (Cs-pv) Pf ASCE Eq: 7.4-1 Modules Ps p" 1000/0 30.0 psf CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Kn SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Coma Mount Type C Section 6.5.6.3 Roof Slope qh 19° Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framing 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 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 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 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) Eq nation 6-15 3 psf 18.5 sf T -actual Wind Pressure Ext. Pressure Coefficient U 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 U u -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 -280 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.0% 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 -311 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.3% - COMPANY PROJECT WoodWorks� --_ = sor nvisr tas ti�c�cr, ;�€sic,.v May 13, 2014 10:13 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Uplift tern Start End Start End 264 DL Dead Full Area No 1011 7.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PV DL Dead Partial Area No 2.50 15.00 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : --- 0' 1'-6" IT -55' _---_ -- - -- 13'-3" 16'-2" Unfactored: Dead Snow Factored: 121 387 q74 -62 -202 Uplift 264 Total 508 1011 Bearing: F'theta 466 466 461 Capacity Joist 1222 1222 691 Supports 1055 1055 1055 Anal/Des Joist 0.42 0.83 0.00 Support 0.48 0.96 0.00 Load comb #5 #8 Length 0.50*I 0.50* 0.50* Min req'd 0.50* 0.48** 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.13 1.13 1.13 Fcp sup 625 625 625 *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. Lumber n -ply, S -P -F, No.1/No.2, 2x6, 2 -ply (3"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 'I T-5.5"; Pitch: 4.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); EII 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 = 45 Fv' = 155 fv/Fv' = 0.29 Bending(+) fb = 691 Fb' = 1504 fb/Fb' = 0.46 Bending(-) fb = 889 Fb' = 1504 fb/Fb' = 0.59 Live Defl'n 0.26 = L/584 0.63 = L/240 0.41 Total Defl'n 0.35 = L/433 0.84 = L/180 D=dead L=live S=snow W=wind I=impact Lr=roof 0.42 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 4 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 1.000 1.300 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = D+S (pattern: sSs), V = 532, V design = 498 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 870 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 1120 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, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-int/ply "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. 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 WoodWo1r.k§0 May 13, 2014 10:15 1 MP2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 608 tern Start End Start End DL Dead Full Area No 7.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PV DL Dead Partial Area No 2.08 11.50 3.00 (24.0)* psf Firiour-ary wiar-n �in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : --- 13'-9.7" 0' 2'-2" 12'-9" Unfactored: Dead Snow Factored: 148 459 103 313 Total 608 416 Bearing: F'theta 466 466 Capacity Joist 1222 698 Supports 1055 1055 Anal/Des Joist 0.50 0.60 Support 0.58 0.39 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.13 1.13 Fcp sup 625 625 minimum bearing iengtn setting usea: 1/1" Tor end supports and 111" Tor interior supports Lumber n -ply, S -P -F, No.1/No.2, 2x6, 2 -ply (Wx5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 13'-9.7"; Pitch: 4.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F1I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.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 = 35 Fv' = 155 fv/Fv' = 0.22 Bending(+) fb = 860 Fb' = 1504 fb/Fb' = 0.57 Bending(-) fb = 140 Fb' = 1504 fb/Fb' = 0.09 Live Defl'n 0.32 = L/430 0.57 = L/240 0.56 Total Defl'n 0.42 = L/320 0.75 = L/180 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated 0.56 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 1.000 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 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 418, V design = 384 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1084 lbs -ft Bending(-): LC #2 = D+S, M = 176 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, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2/ply "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. 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. ABBREVIATIONS I ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING 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 SS 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 1. 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. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. 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). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7, MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. LICENSE_ GENERAL NOTES TYPE EC # 8041 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 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. AHJ: Wheat Ridge 5, ALL ELECTRICAL WORK SHALL COMPLY WITH `* THE 2011 NATIONAL ELECTRIC CODE. UTILITY: XCEL Energy ,>w 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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8004259 00 MOUNTING SYSTEM: MODULES: (40) YINGLI # YL250P-29b Mu PEARCE, RALPH C 3321 VIVIAN CT WHEAT RIDGE, CO 80033 3032349380 VICINITY MAP PEARCE RESIDENCE 10 KW PV ARRAY PAGE NAME: COVER SHEET ►1ED]WAI PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A GK 6/4/2014 Module changed to Yngli 250 George K SHEET: REV: DATE: PV 1 a 6/4/2014 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom 3 v CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB -8004259 0 0 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS �Q,AflO Z�CFy ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MODULES: (40) YINGLI # YL250P-29b SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. Multiple Inverters 10/ PREMISE OWNER: PEARCE, RALPH C 3321 VIVIAN CT WHEAT RIDGE, CO 80033 3032349380 Digitally 6igne y Yoo Jin Kim Date: 2014.06.0415:35:00 -07'00' Front Of House PEARCE RESIDENCE 10 KW PV ARRAY PAGE NAME: SITE PLAN LEGEND O (E) UTILITY METER & WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © I DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LC LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L J SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F S DESIGN: George Kostov 1,0i,,SolarCity. 3055 Cleamew Way SHEET: REV: DATE: Mateo,San T.-(650) 638-1028 F:(650) 638-1029 PV 2 a 6/4/2014 (8M) -SOL -CITY (765-2489) www.solarcity.com PITCH: 19 ARRAY PITCH: 19 MP1 AZIMUTH: 243 ARRAY AZIMUTH: 243 MATERIAL: Comp Shingle STORY: 1 Story �Q,AflO Z�CFy PITCH: 19 ARRAY PITCH: 19 �'•���''• ••oo Jiro~Fo MP2 AZIMUTH: 153 ARRAY AZIMUTH: 153 MATERIAL: Comp Shingle STORY: 1 Story 41851 i Digitally 6igne y Yoo Jin Kim Date: 2014.06.0415:35:00 -07'00' Front Of House PEARCE RESIDENCE 10 KW PV ARRAY PAGE NAME: SITE PLAN LEGEND O (E) UTILITY METER & WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © I DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LC LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L J SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F S DESIGN: George Kostov 1,0i,,SolarCity. 3055 Cleamew Way SHEET: REV: DATE: Mateo,San T.-(650) 638-1028 F:(650) 638-1029 PV 2 a 6/4/2014 (8M) -SOL -CITY (765-2489) www.solarcity.com (E) 2x4 PURLIN (N) 2x6 SPF #1/#2 SISTER OW 6' SEE TOP TOP VIEW S1 (N) 2x4x12 DF#2 CLEAT we 0 (E) LBW (N) 2x6 SPF #1, SEE (N) 2x6 DF#2 PURLIN (E) 2x4 1' n"_/ 2 11 ��pp0 Cl��ry () moo; •••o`��N';���o SIDE VIEW 0 F M P2 NTS E LBW ,p i,►_ o SIDE VIEW OF MP1 NTS MPJ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 2411 (3) STAGGERED PORTRAIT 4811 1 191 PLACE MOUNT. RAFTER: 2X6 @ 24" OC C.J.: 2X6 @16" OC ROOF AZI 243 PITCH 19 STORIES: 1 ARRAY AZI 243 PITCH 19 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 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 PERMIS90N OF SOLARCITY INC. JOB NUMBER: J13-8004259 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (40) YINGLI # YL25OP-29b INVERTER: Multiple Inverters ;sig�neyYooJinKim Digital) Date: 2014.06.04 15:34:39 -07'00' INSTALLATION ORDER X -SPACING (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. Y -CANTILEVER NOTES (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 24" (3) INSERT FLASHING. PORTRAIT 4811 (4) PLACE MOUNT. RAFTER: 2X6 @ 24" OC C.J.: 2X8 @24" OC (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. PEARCE, RALPH C 3321 VIVIAN CT WHEAT RIDGE, CO 80033 3032349380 MPZ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 4811 19" RAFTER: 2X6 @ 24" OC C.J.: 2X8 @24" OC ROOF AZI 153 PITCH 19 STORIES: 1 ARRAY AZI 153 PITCH 19 Comp Shingle (N) A34 CLIP W/ 8-8d x 1.5" (0.131") NAILS 4' MAX. (E) RAFTER FACE NAILED TO (N) STRUT WITH (4) 10d NAILS (E) 2x4 PURLIN (N) 2x6 PURLIN SISTER ATTACHED TO (E) PURLIN WITH 10d NAILS STAGGERED AT 6 IN ON CENTER (N) CLEAT NAILED TO (N) OR (E) STRUT WITH (3) 10d COMMON NAILS (N) ADD NEW STRUTS AS NECESSARY TO ENSURE THAT THE PURLIN NEVER HAS A CLEAR SPAN GREATER THAN 4' (E) LBW RUNNING PERPENDICULAR TO RAFTERS D NEW PURLIN FRONT SECTION Scale: 1/2" = 1' PEARCE RESIDENCE 10 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS DESIGN: George Kostov SHEET: REV. DATE: PV 3 a 6/4/2014 ';SolarCity. 3055 Cleorview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW (E) RAFTER SIMPSON SDW 22300 WOOD SCREWS 1 D SEE MP SIDE VIEW FOR REQUIRED LENGTHI GE GE MIR _ TOP VIEW OF PARTIAL LENGTH SISTER Scale: 3/4"=1'-0" UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 (IF 3—PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A 32' DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED. 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. M NUMBER: JB -8004259 MOUNTING SYSTEM: Cornp Mount Type C YINGLI # YL250P-29b INVERTER: Multiple Inverters 00 PREMISE OWNER: PEARCE, RALPH C 3321 VIVIAN CT WHEAT RIDGE, CO 80033 3032349380 6" END DISTANCE SIMPSON SDW °�_16" O.C., TYP—_i WOOD SCREWS 14" –e — (N) 2x6 SIDE MEMBER --/" (E) 2x4 MIN. RAFTER 2x6 END FASTENER GROUPING Digitally signed by Yoo Jin Kim Date: 2014.06.04 15:34:23 -07'00' PEARCE RESIDENCE 10 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS Scale: 1"=1'-0" DESIGN: George Kostov SHEET: REV: DATE P V 4 0 6/4/2014 '0;SolarCity) �� 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: Siemens Fused Disconn t Inv 1: DC Ungrounded INV 1 —(1 )POWERONE 9 AURORA PVI-5000-OUTD-US-Z-A LABEL A — (40) YINGLI # YL250P-29b T E EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 58 508 735 Inv 2: DC Ungrounded FCI Inverter; igbee 500ow, 24ov, 96.5% PV Module; 250W, 226.2W PTC, H4, 40mm, YGE—Z 60, Black frame, ZEP Enabled INV 2 Underground Service Entrance Tie—In: Supply Side Connection —(1 )POWER—ONEAURORA PVA-3.0-OUTD-S-US-Z-A LABEL: B Zgbee FCI Inverter; 3000W, 24OV, 96% Voc: 37.6 Vpmox: 29,8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SolarC It E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING CUTLER—HAMMER BRYANT Disconnect MILBANK CUTLER—HAMMER 125A Load Center (N) 6 A DO ADJUST V TiT2 Meter Socket Disconnect t) 9 POWER—ONE NOT MIN. ACTIVATION LTAGE DC_ B 50A E 30A/2P AURORA PVI-5000—OUTO—US—Z—A DC- I String(s) Of8On MP 1 9 A C p z�ov r - - - - - - - -- ------------ -,-- -- — —— -- -----------------J 200A/2P8 ~ L1 2 N pp DG S 2=G2 DC DO NOT ADJUST MIN. ACTIVATION V LTAGE C- (E) LOADS Gr _ - - GND - - - - - - caD _ _ _ EGC! GEC _ _ DC- C- 2 String(s) Of 8 On MP 1r's I G G�- =C- — ---------------- - - - - -----,- - - -- - - — ----------- - - - - - U I (1 )Conduit Kit; 3/4" EMT SolarCity N I Inverter Z IND I I I I POWER—ONE $ A 3 DO NOT ADJUST MIN. ACTIVATION V LTAGE DCURORA o Z PVI-3.0-OUTD-S-US-Z-A 1 String(s) DC- g(s) Of 8 On MP 2 ' I 20A/2P TA L1 2aov r___------ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EGC _ _ _ _ _ _ _ _ _ _ _ _ _ _ I TO 120/240V rjEG DG I 7 4 SINGLE PHASE L DG DCtDO NOT ADJUST MIN. ACTIVATION V LTAGE UTILITY SERVICE I _ — — — — — —' N DG GND pp 1 String(s) of 8 On MP 1 I _ _— — — — — — tl) — — — — — —=G- — — — — — — — — — — — — — — — — — I Conduit Kit; 3/4' EMT Voc* = MAX VOC AT MIN TEMP POI (2)ILSCQ p IPC 4/0-#6 Insulation Piercing Connector; Main 4/0-4, Top 6-14 B D c n t ggi�pp 2 V Fusible, NEMA 3R -(1)CbitgpIAId &E DG1(�(8NB AC, ^ (2)SolarCity # 4 STRING JUNCTION BOX 2x2 STRMGS, UNFUSED, GROUNDED DC E (1)BRYANT # BR816L125RP GG�����,�aa/N trAII K t; 6p OA, General Duty (DG) - (I CUILEK-H,��r2k � DSk - (2) ZEP 1850-1196-002 Universal Box Bracket; [PKG B] Load Center; 125A, 120/24OV, NEMA 3R - (1)CUTLER-HAMM R # BR230 30A 2P. Class R Fuse Kit - (2)FERRAZ SHAWMUTT # TR50R PV BACKFEED OCP Fuse- 50A 250V, Close RK5 Breaker, 2 Spaces - (1)CUTLER-HAMMER # BR220 C 0 )MILBANK # 04801 -XL -5T9 Breaker; 20A 2P, 2 Spaces _ (3) M fflhK %#-9AT #6-350, Ringless SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE ��ooaa�� Si17TTU C n for 'pOA, #12 - 1/0 AWG D � (1 )GUTconn et; AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. 60 40vocURB Disconnect; 60A, 240Vac, Non -Fusible, NEMA 3R - (I)CUTLER-HAMMERg DG10ONB Ground/Neutral Kit, _80-100A, General D.uty_�DG) 1 AWG 8, THWN-2, Block Q (1) AWG #8, THWN-2, Red (1)AWG 10, THWN-$ Black O(1) AWG #10, THNM-2, Red O 1 AWG 10, 1HWN-2, Black (1) AWG #10, THWN-2, Red Voc 353.74VDC Isc = 17.84 ADC Vmp = 238.4 VDC Imp = 16.78 ADC (2)AWG 10, PV HARE, Black O (1) AWG #10, Solid Bare Copper Voc = 353.74VDC Isc = $,92 ADC EGC Vmp = 238.4 VDC Imp= 8.39 ADC IIL���LLL (1) AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 37.5 AAC LLL���LLL (1 ) AWG #10, THNM-2, White NEUTRAL Vmp = 240 VAC Imp - 23 AAC (1) AWG#10, THWN-2, Green EGC - (1) AWG #8, THWN-2, Green EGC/GEC - (1) Conduit Kit; 3/4" EMT (1 )AWG #6, THWN-2, Black - (1 ) AWG #8. THWN-2, Green. EGC/GEC - (1 ) Cond_uit. Kit; 3/4" .EMT (i )AWG #10. THWM-2, Black © (1) AWG #10, THWN-2, Black (1 )AWG 110, THWN-2, Red Voc* = 353.74VDC Isc = 8.92 ADC Vmp = 238.4 VDC Imp= 8.39 ADC (4) AWG #10, PV WIRE, Black O (1 )AWG #10, Solid Bare Copper Voc* = 353.74VDC Isc = $.92 ADC EGC Vmp = 238.4 VDC Imp= 8.39 ADC (1 )AWG #6, THWN-2, Red © ®I.1 (1 )AWG #10, THWM-2, Red (1 )AWG #10, THWN-2, Green EGC I I -W 1 AWG , TFIWM-2, White NEUTRAL Vm =240 VAC Imp =37.5 AAC ( ) #6 p p- - (1) AWG #6, Solid Bare Copper GEC . - (1) Conduit. Kit; 3/4" EMT (1 )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp --14.5 AAC —(I AWG #8, THWN72, Green EGC/GEC - (1 ) Conduit. Kit; 3/4" EMT O (1 )AWG #10, 1HWN-2, Black (1) AWG #10, THWN-2, Red Voc* = 353.74VDC Isc = 8.92 ADC Vmp = 238.4 VDC Imp = 8.39 ADC (2)AWG #10, PV WIRE, Black O (1) AWG #10, Solid Bare Copper Voc* = 353.74VDC Isc = $,92 ADC EGC Vmp = 238.4 VDC Imp= 8.39 ADC (1) AWG #10, THWN-2, Green EGC T ® (1 )AWG #10, 1HWN-2, Black (1) AWG #10, THWN-2, Red Voc* = 353.74VDC Isc = 8.92 ADC Vmp = 238.4 VDC Imp= 8.39 ADC (2 )AWG #10, PV WIRE, Black ® (1) AWG #10, Solid Bare Copper Voc* = 353.74VDC Isc = 8,92 ADC EGC Vmp = 238.4 VDC Imp= 8.39 ADC 1 CONFIDENTIAL -THE INFORMATION HEREIN JOB NUMBER: J B- 8 0 0 4 2 5 9 0 o PREMISE OWNER: DESCRIPTION: DESI CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., PEARCE, RALPH C C I eorg StOV oar I MOUNTING SYSTEM:\, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3321 VIVIAN CT 10 KW PV ARRAY\� 7a, PART TO OTHERS OUTSIDE THE RECIPIENT'S WHEAT RIDGE CO 80033 MODULES 3055 Clearview Way ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) YINGLI # YL250P-29b SHEET: REV: DATE: PV 5 a 6/4/2014 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 3032349380 THREE LINE DIAGRAM San T: (650) 638 1te CA 94 50402 4) 638-1029 INVERTER: Multiple Inverters (688) -SOL -CITY (765-2489) www.solarcity.com Label Location (C) 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) 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-�j ®55 CleaGl?D []all � THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED = San Mateo[EA [402 EX PIN � LE NOCONN CTIONR IN PART TWTH THE SALE�AND USEO OTHERS OUTDE THE ROF ECIPTHEr ESP CTIVEAn� SC - CO XCEL Label Set %�`��Of ��'�� SOL SO5124 �5®Ia Oct ❑ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Per Code: NEC 690.31.E.3 _ - raw, Label Location: (DC) (INV) Per Code: — NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM Label Location: CONNECTED NIV; �� L, 6.� ��,— �— (DC) (INV) Oif V-1J�_ g Ih1_0 Per Code: y. NEC 690.53 71 11 Ai ,VYy�C{irlui'.- Label Location: (AC) PHOTOVOLTAIC SYSTEM 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) 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-�j ®55 CleaGl?D []all � THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED = San Mateo[EA [402 EX PIN � LE NOCONN CTIONR IN PART TWTH THE SALE�AND USEO OTHERS OUTDE THE ROF ECIPTHEr ESP CTIVEAn� SC - CO XCEL Label Set %�`��Of ��'�� SOL SO5124 �5®Ia Oct ❑ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountTM - 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 TIO 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 SleekMountTM - Comp 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 ggr" T I.SolarCityJanuary 2013 �ENLISTED SolarCitytJanuary 2013 Designed for residential and small commercial PV installations, this inverter fills a specific niche in the Aurora product line to cater for those installations producing between 5kW and 20kW. This inverter has all the usual Aurora benefits, including dual input section to process two strings with independent MPPT, high speed and precise MPPT algorithm for real-time power tracking and energy harvesting, as well as transformerless operation for high performance efficiencies of up to 97.1 %. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. • 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 • 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 W 5000 6000 _ Maximum Output Power W 5000 6000 Rated Grid AC Voltage V 208 240 277 208 240 277 Input Side IDC) Number of Independent MPPT Channels 2 2 Maximum Usable Power for Each Channel W 4000 4000 Absolute Maximum Voltage (Vmax) V _ 600 600 Start- Up Voltage(Vstal V 200 (adi. 120-350) 200 (aill 120-350) Full Power MPPT Voltage Range V 200-530 200-530 Operating MPPT Voltage Range V 0.7xVstart-580 0.7xVstart-580 Maximum Current (idchil for both MPPT in Parallel A 36 36 Maximum Usable Current per Channel A 18 18 Maximum Short Circuit Current Limit per Channel A 22 22 Number of Wire Landing Terminals Per Channel 2 Pairs 2 Pairs Array Wiring Termination Terminal block, Pressure Clamp, AWG8-AWG4 Output Side (AC) Grid Connection Type 10/2W Split -0/3W 10/2W 10/200 Split -0/3W _ 10/2W AdjustableVoltage Rarge(Virin-Vmax) V 183-228 211-264 244-304 183-228 211-264 244-304 Grid Frequency Hz 60 60 Adjustable Grid Frequency Range Hz 57-60.5 57-60.5 Maximum Current (Iaanax) A— 27 23 20 _ 30 28 24 Power Factor > 0.995 > 0.995 Total Harmonic Distortion At Rated Power % <2 <2 Contributory Fault Current" A�/Aaas 36.25/25.63 36.525.81 31.75/22.45 36.2525.63 365/25._81 31.75/22.45 Grid Wiring Termination Type Terminal block Pressure Clamp, AWG8-AWG4 Protection Devices Input Reverse Polarity Protection Yes Yes Over -Voltage Protection Type Varistor, 2 for each channel Varistor, 2 for each channel _ - - - Pre start-up dynamic GFDI Pre start-up and dynamic GFDI PVArmyGroundFaultDetection es Floating es Fl (Requires Floating Arrays) (Requires Floating Arrays) Output Anti-Islanding Protection Meets UL 1741/IEE1547 requirements Meets UL 1741/IEE1547 requirements Over -Voltage Protection Type Varistor, 2(L,-L:/L,-G) Varistor, 2_(Li -L2 L, - G) Maximum AC OCPD Rating A 35 30 25 40 35 30 Efficiency Maximum Efficiency % 97.1 97.1 CEC Efficiency % 96 96.5 96.5 96 96.5 96.5 Operating Performance Stand-by Consumption Wau < 8 < 8 Night time consumption Ways < 0.6 < Ob Communication User -Interface 16 characters x 2lines LCD display Remote Monitoring (1%RS485 incl.) _ AURORA -UNIVERSAL (opt) Wired Local Monitoring (1 xRS485 incl.) PVI-U5B-RS485_232 (opt.), PVI -DESKTOP (opt.) Wireless Local Monitoring PVI -DESKTOP (opt.) with PVI-RADIOMODULE (opt) Environmental Ambient Air Operating Temperature Range °FCC) -13 to+140(-25 to +60) -13 to+140(-25 to +60) with derating above 122 (50) Ambient Air Storage Temperature Range 'F ('C) _ -40 to 176 (-40 to +80) -40 to 176 (-40 to +80) Relative Humidity %RH 0-100 condensing 0-100 condensing Acoustic Noise Emission Level db (A) @1 m <50 <50 Maximum Operating Altitude without Derating ft(m) 6560 (2000) 6560 (2000) Mechanical Specifications Enclosure rating NEMA 4X NEMA 4X Cooling Natural Convection Natural Convection Dimensions (H x W x D) in (mm) 41.4 x 12.8 x 8.6 (1052 x 325 x 218) Weight Ib (kg) < 59.5 (27.0) <59.5 (27.0) Shipping Weight Ib (kg) <78 (35.4) <78 (35.4) Mounting System Wall bracket Wall bracket Trade Size Kos: Pea x 1/21 Trade Size Kos: (tea x 12') Conduit Connections and (tea x 1-1/4' 3 places side, front rear) and (tea x 1-1/4' 3 places side, front, rear) DC Switch Rating -(Per Contact) A/V 25/600 25/600 Safety Isolation Level Transfonmerless(Floating Army) Transformerless(Floating Army) UL 1741, CSA - C22.2 N.107.1-01 , UL1998 UL1699B, UL 1741, CSA- C22.2 N.107.1-01 , UL1998 UL1699B, Safety and EMC Standard FCC Part 15 Class B FCC Part 15 Class B Safety Approval .CSA„ LSA„ Warranty Standard Warranty dears 10 10 Extended Warranty years 15&20 15&20 Available Models Standard - With DC Switch- Floating Array PVI-5000-OUTD-US PVI-6000-OUTD-US With DC Switch, Wiring box and Arc Fault Detector PVI-5000-OUTD-US-A PVI-6000-OUTD-US-A and Interrupter _ 'All data is subject to change without notice Inverter can apply that much current - Breaker will open _ M a CSA INTERNATIONAL Certificate of Compliance Certificate: 1841082 Master Contract: 173688 Project: 2439384 Date Issued: July 19, 2011 Issued to: Power -One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. @ 2o4x f f e r�.pstoick. Issued by: Rob Hempstock, AScT. C us PRODUCTS CLASS 5311 09 -POWER SUPPLIES -Distributed Generation Power Systems Equipment CLASS 5311 89 -POWER SUPPLIES -Distributed Generation -Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-6000-OUTD-US, PVI-6000-OUTD-US-W and PVI-5000-OUTD-US, permanently connected. For details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record, Annex A of the Certificate of Compliance, or the Descriptive Report. APPLICABLE REQUIREMENTS CSA -C22.2 No.107.1-01 - General Use Power Supplies UL Std No. 1741 -Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment For Use With Distributed Energy Sources (January 28, 20 10) DOD 507 Re, 2009-09-01 Page: I In 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 l is the dual input section to process two strings with independent 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. 4 a Mkt • 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 (Vmax) Start- Up Voltage (Vstart) Full Power MPPT Voltage Range Operating MPPT Voltage Range Maximum Current (ldcmax) 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 W iring Termination output Side (AC) Grid Connection Type AdjustabieVolta_g_e Rang_ a (Vmin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current (Wcmax) 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 AC OCPD Rating Over -Voltage Protection Type Elfidency Maximum Efficiency CEC Efficiency Operating Performance Night Time Consumption Stand By Consumption Communication User -Interface Remote Monitoring (1xFtS485 incl.) Wired Local Monitoring (11 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' ',N 3000 3600 3300 3800 4200 W 3000 33002 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-580(> 90V) A 20 32 32 32 A 10 16 16 16 A 12.5 20.0 20.0 20.0 _ 2 pairs Terminal block, Pressure Clamp, AWG10-AWG4 10/2W Split- 10/2W 10/2W Split- 10/2W 10/2W Split- 10/2W 10/2W Split- 10/2W 013W 0/3W 0/3W _ 0/3W V 183-228 211-264 244-304 183-228 211-264 244304 183-228 211-264 244304 183-228 211-264 244-304 Hz 60 Hz 57-60.5 A- 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 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL 1741/IEE1547 requirements Ams 20 20 15 25 20 20 20 20 20 25 25 25 Varistor, 2 (Li - L2 / L, - G) % 96.9 97 97 97 % 96 W., <0.6 W., <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) 'F ("Q -13 to +140 (-25 to+60) with derating above 122 (50) 7 (Y) -40 to 176 (-40 to +80) %RH 0-100 condensing db (A) @1 m <50 ft(m) 6560 (2000) in (mm) Ib (kg) Ib (kg) DC Switch Rating (Per Contact) AN Safety Isolation Level Safety and EMC Standard Safety Approval Warranty Standard Warranty years Extended Warranty years Available Models Standard - Without DC Swtich and Wiring Box 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 voluge and with sufficient DC power avaibble 'When equipped with optional DC switch and wring Box NEMA 4X Natural Convection 33.8 x 12.8 x-8.7 (859 x 325 x 222) <47.3 (21.3) < 60 (27.0) Wall bracket Trade size KOs: (tea x 1/21 and (2ea x 1-1/4' 3 places side, front, rear) Side: (2) plugged 3/4'openings, (2) Concentric EKOs 3/4,1' Back: (4) Concentric EKOs 3/4" 1' 25/600 Transformerless (Floating Array) UL 1741, CSA -C22.2 N. 107.1-01, UL1998 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-S-US _ PVI-3.8-OUTD-S-US PVI-4.2-OUTD-S-US PVI-3.0-OUTO-S-US-A PVI-3.6-OUTD-S-US-A PVI-3.8-OUTD-S-US-A PVI-4.2-OUTD-S-US-A YGE Z 60 YL255P-29b � YL255P-296 CELL SERIES YL255P-29b YL245P-296 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 The YGE-Z Series is now available as an Enphase Energized" AC Solution. L V This solution delivers optimum L �•/ performance and integrated intelligence. eT1ph 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. Intelligent real-time • - 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 140012004, BS OHSAS 18001:2007, SA8000 YINGLISOLAR.COWUS Yingli Solar C ul US LISTED IFn�TOWJa�C rvJJJIEI -- 44DD If you buy from Yingli Americas, Yingli Americas acts as the importer and compiieswith 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 -YL260P-29b YL255P-29b YL255P-29b YL245P-29b YL245P-29b Power output P_ W 260 255 250 245 240 Power output tolerances 6P_ % -0/.3 Module efficiency n^ % 15.9 �V-1 15.6 15.3 15.0 f 14.7 Voltage at P. v 30.3 30.0 29.8 29.6 ! 29.3 Current at P� Ira"" A 8.59 8.49 8.39 - 8.28 - 8.18 Open-dreuit voltage V_ V 37.7 37.7 37.6 37.5 37.5 Short-circuit current Ir A 9.09 9.01 _ 8.92 8.83 8.75 STC: 1000W/m7 irradiance, 25°C cell temperature, AM1.59 spectrum according to EN 609043 Average relative efficiency reduction of 3.3% at 200W/m' according to EN 60904-1 OperatingE lectri cal parameter s at Nominal • Power output P°... W 189.7 186.0 182.4 178.7 175.1 Voltage at P, V-1 v 27.6 27.4 27.2 27.0 26.8 Current at Pm.. Ira"" A 6.87 6.79 6.71 6.62 6.54 Open-drouk vokage Va 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 nrn,n module opezton tempera,-. e. a� B�Owim �nadiance, 20°C ambient temperature, 1m/s wind speed THERMAL CHARACTERISTICS Nomiral operating cell temperature r!ocr °C 46.1-2 Temperature coefficient of Pm.. v %/°C -0.42 Temperature coefficient of V°. 9v« %/°e -0.32 Temperature coefficient of h. - a.. %/°C 0.05 Temperature coefficient of Vmny 0.,.°° %/°C - -0.42 OPERATING CONDITIONS Max. system voltage 1000Voc r Max. series fuse rating 15A Limiting reverse current 15A Operating temperature range 40 to 185°F (40 to 85°C) Max. static load 2400Pa Max. hailstone impact (diameter/ velocity) 25mm / 23m/. CONSTRUCTION MATERIALS Front cover (material / thickness) low -iron tempered glass/ 3.2mm Cell (quantity / material / dimensions / 60 / multicrystalline silicon / number of busbars) 156mm x 156mm / 2 or 3 Encapsulant (material) - ethylene vinyl acetate (EVA) Frame (material / color / edge sealing) anodized aluminum alloy / black / silicone or tape Junction box (ingress protection rating) a IP65 Cable (length / cross-sectional area) 1200mm / 4mm' Connector (type / ingress protection rating) Amphenol H4 / zIP67 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.COM/US I NYSE:YGE ®Yingli Green Energy Holding Co. Ltd. I YGEZ60CeII5eries US_201403_V01 Powered by YINGLI GENERAL CHARACTERISTICS Dimensions (L / W / H) 64.96in (1650mm)/ 38.95n (990tam)/ -. ---- - _ 1.57in (40mm) Weight 43 41bs (19.7kg) PACKAGING SPECIFICATIONS Number of modules per pallet 26 Number of pallets per 40' container. 28 Packaging box dimensions 67.32in(1710mm)/ 45.67in(1160mm)/ (L / W / H) 46.38in (1178m) Box weight 1202lbs (545kg) Units: inch (mm) 3.94 (100) /0.47(12) `\�\ / o � N SECTION C -C \ 1.38 (35) GWarning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Our Partners YINGLI SOLAR V� U S. Soccer Powered by Yingli Solar � i CITY OF WHEAT RIDGE 97(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `- Job Address: r q Permit Number: S 5' ❑ No one available for inspection: Time "/PM Re -Inspection required: Yes�IV *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspcter or: r 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: o F - Job Address: 32) cT- Permit Number: O 1` 1 Q b`1 19---3 ❑ No one available for inspection: Time L A Re -Inspection required: Yes No y When corrections have been made, call far re -inspection at 303 -234 - Date: Inspector: 'fn� OQ�_ DO NOT REMOVE THIS NOTICE 4 City of Wheat Ridge Residential Roofing PERMIT - 201708998 PERMIT NO: 201708998 ISSUED: 11/10/2017 JOB ADDRESS: 3321 Vivian CT EXPIRES: 11/10/2018 JOB DESCRIPTION: Residential reroof remove and install GAF Timberline HD Asphalt Shingle and MuleHide Base and Cap Sheet Modified Bitumen with 45sq (38pitched, 7flat) pitch 5/12 and 1/12. House and Shed. *** CONTACTS *** OWNER (303)332-6224 PEARCE RALPH C SUB (303)332-6224 Chuck Gardner 021423 GARDNER CONTRACTING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,175.00 FEES Total Valuation 0.00 Use Tax 297.68 Permit Fee 283.55 ** TOTAL ** 581.23 *** 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. m City of Wheat Ridge ' Residential Roofing PERMIT - 201708998 PERMIT NO: 201708998 ISSUED: 11/10/2017 JOB ADDRESS: 3321 Vivian CT EXPIRES: 11/10/2018 JOB DESCRIPTION: Residential reroof remove and install GAF Timberline HD Asphalt Shingle and MuleHide Base and Cap Sheet Modified Bitumen with 45sq (38pitched, 7flat) pitch 5/12 and 1/12. House and Shed. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that alf yvork to be performed is disclosed in this document and its' accompanying approved plans and specifications. F��® Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 ermrt 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 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 f any inspection. Signature of ChieMui3liftf DTfibial " -X4, Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSI S DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. nia Reimer I'I u�G�iB From: no-reply@ci.wheatridge.co.us Sent: Friday, November 10, 2017 1:11 PM 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 are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 3321 Vivian C;1* ,r Ralph Pearce`' f r 30333262241 Property Owner Email Field not completed. r Address n '� (1�. 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 r Pearce Signed Pro . 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) Contractor Address (Primary address of your business) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) Gardner Roofing + ( n 021423 3033326224 909 Telluride St info@gardner-contracting.com info@gardner-contracting.com 45 14175 No / Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) z 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: If "Other" is selected above, describe here: 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: 1 /12 7 �k Mule Hide Base and Cap sheet Other (specify below) Mod Bit 5/12 / 38 GAF Timberline HD Asphalt , Provide any additional House and Shed detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will 3 be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 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 Nick Martens Email not displaying correctly? View it in your browser. 909 Telluride St, Aurora, CO 80011 303-332-6224 Phone -866-524-1369 Fax Proposal To : Ralph & Carolyn Pearce 3321 Vivian Ct Wheat Ridge, CO 80033 Gardner Roofing, LLC hereby submits specifications and estimates for: Remove and replace gutters r/f/%t���bVs�`�✓'Ot2�%9 �� ��G October 6, 2017 Tear off haul and dispose of existing roofing material on house and garage. Install new synthetic underlayment, perimeter drip metal, ice and water shield in valleys and around penetrations. Replace pipe jacks and roof vents. Install GAF Dimensional roof system on house and garage. Color:, jxa4� ie We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of $ � oZ 0 7 � (PLUS PERMIT) with payments as follows: $ zero down and balance in full upon completion. Gardner Roofing, LLC shall hold in trust any payment received from you until Gardner Roofing, LLC has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Gardner Roofing, LLC's workers' compensation and liability cover -age insurer is Colorado Insurance Professionals, 303-755-8600. Property Owner iso / is not intending to make payment from the proceeds of a property and insurance All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon accident, or delays beyond our control. This proposal subject to acceptance within thirty days and is void thereafter at the option of the undersigned. This price does not include any supplements approved by Insurance Company including but not limited to Permit Fee Authorized C ✓ Signature: _ Acceptance of proposal - The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Failure to pay will result in a property lien and an interest charge of 1 Y2% per month will be made on balance unpaid. Date ofAcceptance: Signature Si nature ' "� ' �1,11g You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. Gardner Contracting, LLC cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. Mailing (if different titers property address) Address: City, State, zip: Y Complete all information on BOTH sides of this form nourd of nit g als 0, boUsed, W.) Installation of a grid-tied PV system, flush mounted to roof. 10.2 KW Sq. FULF Btu's Gallons Amps Squares Other SolarCity, Version #34.3 0 t '01 1 5, 1 5 iear `k ?w Way, San, Malen, Cad X4 May 13, 2014 441 1 0" Pros Job # 8004259 RE COVER LEMR a f Project: Pearce Residence 3321 Vivian Ct Wheat Ridge, CO 80033 AL [ i it J I Do .Jin Kim Date: 21 14.05.1 1 0:19 :02 To Whom It May Concern, - -07'00' A Jobsite survey of the existing framing system was performed by a site survey team from SolarClty.. Struct review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = IRC 2 / IBC 2009, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Catego C - Ground/Roo Snow d 3 psf (Unreduced) - MP1: Roof ILL = 7 psf, Roof LL/SL = 30 psf MP2: Roof DL = 7 psf, Roof LL/SL - 30 psf Note: Per I C 1613.1; Seismic check is not required because Ss = ?.23116 < 0.4g and Seismic Design Category (S = 8 < #3 On the above referenced project the structural roof framing has been reviewed for loading from the PV assembly on the roof, The review It was deters I certify that the str Please contact me vtrith any questions or concerns regard Sincerely, M 05.13.2014 Version *34.3 tTM SleekMoun PV System Structural Design Software Latitude: 39.763621 Longitude* -105.1359S8, Exposure Category: C 4 uu;ria nuuaeeuie�:•rii�mu� _ q Ground Snow Load 30.0 psf ACE Table 7 � Effective Roof 0 t �: 1 1- 1 1,tli t l �..�.,, r �,. Snow Importance Factor f.l Tabla 1. 1 i i 1 1' 3 t i. S.: - ytin i, �, �i�.lP t ,�:: � :, 1S � ,u .,u. ..� .. s. Snow T hermal Factor ,, ,, ,.h v:x .,,. ,�. ,.. im�,t m l v1.,,§ uv, nfi 11 ,.L:t}�?`, l�a,,, All structures except as Indicated otherwise Yt }�� u la i„W�}�� I able 7 -3 a tt to },us 1 t Flat Roof Snow Load ,, Rr _ 01( ) ( t) (t) pg; pf-min 4 uu;ria nuuaeeuie�:•rii�mu� _ q r 0 4 f •• tr r 4 Max Allowable Staridpff Spacing Landsca y Standoff Configuration Landscape t erect; t r�jt a 51 lll . 1.. t t t ,tto�, 1i1 i;aaa„a, U ,t t PV Assembly Dead Load W -PV 3 psf l r • � • rk � r � s sl. s (. ' w w � NEW NEW � W � P fie .- +► •. WON = *# Vaf�`Kj 9f'�; w alr Max Allowable Staridpff Spacing Landsca y Standoff Configuration Landscape t erect; t r�jt a 51 lll . 1.. t t t ,tto�, 1i1 i;aaa„a, U ,t t PV Assembly Dead Load W -PV 3 psf l r • � • rk � r � s sl. s (. ' w t NEW Max Allowable Staridpff Spacing Landsca y Standoff Configuration Landscape t erect; t r�jt a 51 lll . 1.. t t t ,tto�, 1i1 i;aaa„a, U ,t t PV Assembly Dead Load W -PV 3 psf l NEW NEW P Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End 121 DL Dead Full Area 0 7.00 (24.0)* psf SL Snow Full Area Yes 30-00 (24.0)* Psf PV DL Dead Partial Area No 2.50 15.00 3.00 (24.0)* 2sjf Unfactored: Dead 121 263 -62 Snow 387 748 -202 Factored: Uplift 264 Total 508 1011 Bearing: F"theta 466 466 461 Capacity Joist 1222 1222 691 Supports 1055 1055 1055 Anal/Des Joist 0,42 0.83 0.00 Support 0.48 0.96 0.00 Load comb #5 #8 Length 0.50* 0 50* 0.50* Min req'd 0.50* 0.48** 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1,13 1.13 1.13 fcp sup _ _ _ , 625 625 625 I II J ill IIIIIIIIIIIrl 1111111lil I M L71 EMU *71 1= M111-1 WORTM W ! I I " i ff I I I R III! I I I I III I I �� III � 1 11 1 Lumber n-ply, S-P-F, No.1/No.2,2x6,2-ply Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 17'-5.5"; Pitch: 4.5/12; 1:1 MPI.wwb WoodWor Suer 10.1 Page 2 Cr terion Shear _ fv = 45 Fv' = 155 fv/ "v" = Q 9 ending ( +) fb = 681 Fb' = 1,504 fb /Fb' = O A6 Bending(-) fb = 889 b' = 150 fb /Fb' = 0,55 Live Defl'n. 0.26 = L/584 0.63 = L/240 0.41 Total Defl l n 0.35 = x,/433 0.84 - L/180 Lead Type Distribution Pat- Location [ft] Magnitude Unit Dead tern Start End Start En 103 DL Dead Full Area go 7 00 (24 .0)* p;-t SL Snow Full Area Yea 30.00 (24.0)* p V DL Dead Partial. Area No 3.08 11.50 3.00 (24.0)* 416 Unta tared ; Dead 148 103 Snow 459 313 Factored Tot 608 416 'Searing: F" ° theta 466 466 C apacit y Joist 1222 698 S upports 1055 1055 Anal, /zees Joist 0.50 13.6 Support O,58 0.3 9 Lead comb #2 #4 Lenr Length 0 .5 0 * :.. , M an req'd pp�� /q 0.50 p 0.50* V.5V* b 1.75 1.00 b min 1.75 1.00 b support 1,13 1.13 Fp sup 635 635 Lumber n - ply, -P- , No.1 /No.2, W, 2 -ply ( "x5 -112" Supports: All - "Timber -soft Beam, D. ir_L lo. Roof joist spaced at 24.0" c /c; Total length: 13'-9.7" Fitch: 4.5/12; Lateral support: top= full, bottorn= at supports; Repetitive factor: applied where permitted (refer to online help); 0 MP2.wwb WoodWorksO Siz r 10.1 Page Criterion Anal value o f 'Value An Shear. fv = 35 Fv" = 155 fv /Fvl = 0..22 Sendan W fb = 860 Fb" - 1504 fb /Fb' = 0,57 Bending( -) fb = 140 Fb° = 1504 fb /Fb° = 0.09 Live Def2'n 0.32 = /430 0.57 = L/240 0.56 Total Defl'n 0.42 =, 1/320 0.75 = 1/180 0.56 u rn r i, C w PITCH: 19" ARRAY PITCH: 19 MP1 AZIMUTH: 243 ARRAY AZIMUTH: 243 MATERIAL: Coo 5hl t le STORY 1 Story OL 00 0 0 000 PITCH: 19 ARRAY PITCH: 19 i I N & WARNING LABELS MP2 AZIMUTH: 153 ARRAY AZIMUTH, 153 MATERIAL: Comp Shin Le STORY; 1 Story r `` DC DISCONNECT & WARNING LABELS Digitally signed by Yoo Jin Kim Elate. 201 4.05.13 11.38.3E —07 Front Of House AC DISCONNECT & WARNING LABELS LEGE (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS FAC AC DISCONNECT & WARNING LABELS DC JUNCTION /COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR �s IP µ. CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED lrv� a '� INTERIOR EQUIPMENT IS DASHED AC AC L SITE PLAN ES le. 3/32" = 1' _ TTAL - THE INFORMATO HEREIN CONTAINED SMALL NOT WE USM FOR THE J B - 8004259 PEARCE, RALPH PEARCE RESIDENCE George Kostov l nT AN EXCEPT INC, NOR ALL IT 0 E a nt T e C F W : MVWG 3321 VIVIAN CT 10.2 W PV ARRAY I►'aei +' )v. PART TO R5 Ou THE RE T'S OTHERS ZATIOK EXCEP IN 1 TH HEAT RIDGE, CO 80033 � TW S ALE AM USE OF THE RE CTIvE SOLARCITY Et T, WITHOUT THE (40) CANADIAN SOLAR # CSCP- -255PX �A T; REV DATE, X00. T,(650) 1026 F:(650) 1029 CA 94402 TER: PERMISSION OF SOLAROTY . Multi le Inverters 3032349380 SITE PLAN L PV 2 5/9/2014 ( )- - CITY(765 -2 ) y. N) 2x6 S F #1/#2 SISTER SEE TOP MEW 2x P URLI N a I I � I �, 2x6 IF2 PkRIaIN E 2x4 {N} 2x6 SPF #1 /#2 SISTER SEE TOP MEW 61 ' { +/- CChi nAL . A HE T FOR R tJ V l l PEARCE, RALPH C PEARCE RESIDENCE George Kostov T OF MYM EXCEPT SWRO7Y MC, NM SHAU IT BE DMOSM IN OR MMIM SYSMk Cow I�IOUPIt e 3321 VIVIAN CT 10,2 W PV ARRAY � . ,., ,gyp* +,,. PART Too OU THE RE T'S MOOM WHEAT RIDGE, CO 80033 OKWZ EXCEPT N c TH TK SAIE M U SE or TK RE Cn {40} CANADIAN SOLAR # CS6P -255PX IAalea CA T: DATE TY E T OTHOUT THE PDMSSW OF S TT ac, M ultip le Inverters 3032349380 PAGE STRUCTURAL VIEWS PV 3 5/' /2014 t)- - TY (' s 'dts BOND (N) #8 GEC TO (E) GROUND ROD Panel Number Si ens Fused Disconrit ct Inv 1: DC Ungrounded INV I -(I)PO*ER-ONE OUTD-US-Z-A LABEL A =W. - (40)CANADIAN SOLARW CS6P-255PX I I rr- ire. I QV-t I AT PANEL NTH IRREVERSIBLE CRIMP Meter Number: 58 508 735 Inv 2: DC Ungrounded FC1 Inverter; PV Module, 255 234.3W PIC, Block Frame, MC4, ZEP Enabled Overhead Service Entrance Tie-in: Supply Side Connection INV 2 - {t ) R- A A PM- 0- f 7 -US-Z-A LABEL- 8 ver; 3" 96VS FCI In ter , DV � Voc: 37.4 Vpmox 30,2 INV 3 Isc AND Imp ARE SHOW IN THE DC STRINGS IDENTIFIER � Ej 200A MAIN SERVICE PANEL SolarCity E 20OA/2P MAIN FUSES Inverter 1 IND (E) WRING CUTLER-HAMMER Disconnect MILBANK BRYANT CUTLER-HAMMER (N) Load Center 00 ADJUST MIN, ACrTVAT1 V voT u I NOT Meter Socket E Disconnect 1 ( POWER-ONE MCI+ B iE i , .. p i i ,. ' JB--8004259 00 R PRW 0*01 PEARCE, RALPH C DESM10; PEARCE RESID ENCE Z-A AURORA PVI-5000-OUTD-US-Z-A �7 o m r o o Geoge Kstv +2 Dc_ : MTAGE I Stmq(s) Of 8 Oq M, I 10,2 KW PV ARRAY L 50A 30A/41P SAC L2 �L2 1 Q DC+ r � o , ,, DO N ADJUST MIN. ACTIVATION V TAM OT. 20OA/2P Zi_ KDC+ (E) LOADS # 7EEC;U� Nil E 0 --_ DC� Oc- 5= + 2 Sft"(S) Of 8 On MP I E95 r .0 . . . . . . . . . (I)Cmduit Kit-, 3/4' EMT SolarCity Inverter 2 INN N 10 POWER-ONE n8 A 3 DC4 Dwo ADJUST Mik ACTTVATION TAGS 20 WT AURORA PVl!3,0-OUTD-S-US-Z-A # DC- I Wng(s) Of 8 On MP 2 9�c 20A/2P Li r - - - - - - - - - , _ Ecc _ . - - - - - - U U TO 120/240V SINGLE PHASE EW w___ DC+ O ON V D NOT ADJUST MIN, ACrIVAIJ V UTILITY SERMCE WE 1 I -T 4 DO- I stri nq(s) of 8 on mMP i D �TAGE -4-4J - ------- -- . . ,. . . . DS 19S - - - - - - - - - - - - - - - - - 1)Corukilt Kit; 3/4 EMT 1114JURTAIM' 1*7=,..—( )CUTLER-HAMMM GE24� 0 r I Disr�t; 60A, NEMA 3R DG100148 G A.21 A- 60-100A, Generol Duty (DG) 1 ) C III DSI6FK _(2) SHAWWTT � TR50R PV BACKFEED 0CP I CNA. 25OV, = RK5 0Vr ' &) ' 5 . So.XtN2 Vr-350. Rinille. 3 MILBAW K4977-INT (2)S & M TMG 80 A . �S X WM1381. [PK0 8) WHIL I KWUL, C" 45� iry NAD A W CA I N SOLAR # CS6P-255PX son t CA "Q2 xu IV 0AM i Ld 0 VVE 2 PAM NAW T-,(650) 6W-1028 P(650) 636-1020 49380 THREE DIAGRAM---- • 4 5/9/2014 (w)-sot.-oTy (765-240) ww3dan5tywin InJiiirters 00323 LINE iE i , .. p i i ,. ' JB--8004259 00 R PRW 0*01 PEARCE, RALPH C DESM10; PEARCE RESID ENCE �7 o m r o o Geoge Kstv I Com Mount : 3321 VION CT 10,2 KW PV ARRAY WHIL I KWUL, C" 45� iry NAD A W CA I N SOLAR # CS6P-255PX son t CA "Q2 xu IV 0AM i Ld 0 VVE 2 PAM NAW T-,(650) 6W-1028 P(650) 636-1020 49380 THREE DIAGRAM---- • 4 5/9/2014 (w)-sot.-oTy (765-240) ww3dan5tywin InJiiirters 00323 LINE j NEC 69014 PHOTOVOLTAIC Label Location: (IBC) (INN) Per Cade. NEC 690.53 SYSI E CONNECTED TED Label Location: Label Location: PHOTOVOLTAIC (AC) SYSTEM ml Label Location: (AC) {FOCI) Per `Code: NEC 690A7(4) SC - CO XCEL Label Set SolarCity SleekMountTM - C The Solar City SleekMount hardware soiution Ufiiizes Zen Sow hardware and UL 1703 ,ist(-'�d is optimized to achieve superior strength and Zep CornpatiUe""' moduies, aesthetics while minirnizrng roof disrUlation and Instruct:ons labor. The elimination of visibie rail ends and Intedock and grOuncing devices iri system U1. 6 i�ste U d to L 2703 mounting clamps, combined with the addition Drffl Not Hole of Proper Diameter fof of array trim and a lower profile all contribute lntertock and Ground Zep ETL. iisted to UL 1703 to a more visuaily appeWing systern. SieekMount as a`Groundrng and Bon6ng Systern" utilizes Zep Cornpatiblelm modules with * Ground Zep 1UL and ET L ksted to UL 467 as strengthened frames that attach directly to grounding device Zen Solar standoffs, effectively eliminating the need for rail and reducing the number of # Painted gwvanized waterproof flashing standoffs required, in addition, composition * Anodized components for corrosron, resistance shingles are not required to be out for this system, allowing for minimal roof disturbance, * Apphcabo, for vent spannOg fiunciilons t,Lpon flashing , Awr Components I 5i 1 6" t0achine Sr'xe L,eveiing Foot Lag Screw cornp Mount Cornp Mm;nt F�ash�n(g 'SolarMy, 0" Z 0 @ UMO January 2013 Instruct:ons SolarCity SleekMountTM CoMp Installation Instruct:ons Drffl Not Hole of Proper Diameter fof Fastener Size Per NDS Section 11,32 eat pflot hoie with roofing seaJant in ser C t p Mount flashing Uoder Lipper " or n layer of shtngle Poce comp Mount centered t,Lpon flashing l lristait lag pWaUarq to NDS Sectio, �11 3 with seal�ng ✓ashef, q Secure Leveimg Fool to the. Cornp Mount usmg machine Screw ,%l P�ace modwe r_ Key Features Quick and easy to install - dramatically reduces instaliahon time too Add � Valt a le 0, s c' 90% 'Orn War_ 80 A 0% 5 10 15 20 25 10 year product warranty on materials and workmanship 25 year linear power output warranty 1*4 to .r CanadlanSolars New Edge, 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. Unde, Nwmst Ome Ceit TO,npelatule, r1ladmIce of 800 Wim', spectlu. ANI 1,5, aml5lonl lemperaTure 201 W"nd %'Oed I mls Mechanical Data ZOWSZOOMEMW SecuonA-A `sRO0'eW'049 "O.dod U �* �* �- • � EWR M 0 CS6P-235/2401245/250/255PX Black-framed Electrical Data S I To I :C$6P-235P),CS6P Px CsiP•2iOP "6ii«.256 � � Temperature Characteristics NammW Maximum Pow 2,3,5 0 f m art, C7peratata Vol 12 V W - I t 8,M ......... . . ........ ----- P A . .... . 6 a ....... 84 temp erM are Coefficent Voc 0,34%/T 36 9V 370V 37 I V 37 ,2V i ,17,4V I C 0, 065 %"C .. .. .. ------------------ voud Current (16c) ---------- ---------- Norma! Operating Celt Tom WaluW 45i2T �ieEffi mency Operating Tompefsture -40'C-+B Is 23% 15,54% 15,65% Performance at Low Irradiance urn Syste Voage lt ..n -K ------- m ----- industry leading performance at low irradiation Max(mum Series Fuse Rating 15A +95 5% module eclency from n environment, of a ' Ile I ----------- - -- ClassA irradiance of 1 000w/tn` to 200w/m' Power Toterance - 4's . W ..... . ......... .. Engineering Drawings NOCT SP a 56P 256r XC 6P 285 X Normnalhiammurnftwt�, T . . ..... . ... mw t$iw lies 0 mum Ops jq oq�yTp) 27,3V �� 27AV -1, 27 5V -1 optun 6,27A unn o al 660A VIA op�eY circuqycsPS3pe Lys�r,) 33,9V 34 V 34 V ; �Lj I �hOrt Clr Cud Current lsc 6,8 () 6A ..... ... 7 ,08A 7,19A 7.29A .... �777 Unde, Nwmst Ome Ceit TO,npelatule, r1ladmIce of 800 Wim', spectlu. ANI 1,5, aml5lonl lemperaTure 201 W"nd %'Oed I mls Mechanical Data ZOWSZOOMEMW SecuonA-A `sRO0'eW'049 "O.dod U �* �* �- • � EWR M 0 those installations producing between 5kW and 20W ON and precise MPPT algorithm for real-time power tracking and performance efficiencies of up to 971 The wide input voltage range makes the inverter suitable to low ef IT harshest environmental conditions, lk WF IEN M EM M M M E mashaver, Output Power W 5 6000 Rated Grid AClashays 208 240 277 208 240 277 nsporsuhirocl Number of independent Moor Channels maximum us" Power for lach Chauvin W 40M 4000 Absolute Maximum Wiftep, (ormaxi V 606 6M Stairs- Up Vat lago farstart) V XW iard 120-350) 20`M pidil 110-350) Full Pow" Moist lemage, Range_ V 20 100-530 Operating 04 Voltage Range V 0,7XV'Slarl-W Vxvnal'580 MardissismCuffent (firemers) for both Men in Parallel A 36 36 Maximum Usablecurrent POT Chromot A Ill is Maximum Short Circuit Current Limit per Carraturt A 22 22 Number nutria Landing redounds Par Channel 2 Pairs Pai AffailiNuarg Termination Terminal te ck, Peiawftl Wink, ANYG&AWG4 Output SW (AC) Grid Connection Type 10/2W 5isht-05irs I OfAk 10/7W SPIP-o"r3w 4 2"42W AdjustableVirkinge Range imam -mitaxi 181 228 21 _264 244-304 183 228 21112,44 24 304 Grill Frequency 60 60 Adjust" Field Frequency Range He 57-603 5740.5 Maximum Current (fiscamix) 5 uz 27 23 20 30 2A 24 Power facruar > 0,905 0,995 Total Hattessoc fttorficin At Rated Poway % < 2 a 2 Contributory fault Currord". A.IA�a X25 1 36,512581 31,75122.45 36,251 165r`2511 3175122,45 Grid VAring Gumination Type Teun;rqil Wock, Pressure Oamp, AWG8 AWCA Protestant Devices room Revesurpohnityptountlim Yes Yes Over age fertat'"flociTypt, claairdor, 2 tar eatis, cranr'6 Va ns to r, 2 to f Ir, ast, c he n P, e Pre start-up Mrs, and dynamic GFD� PT, start-up Mae and dynarnic GFD; PY Array Ground Fault Dedration r Rrx;Wves Fksatnq Aoays) ftrniitss Froatenq, Arurys; output Anfi4shoullist; Porroctem Meets UL 1741AU 1547 mquirome, ntri MeruS 174S1AEEI547 requhrlrefrts Ow-Voltogre Protection Type S✓arn im 2 ft, U s' U � Q ul 1 Vroar,'r 6 11, 0 Maximum Ac OCPO Rating A 35 30 25 40 35 30 effid" maximum Enournq Is 973 973 CEC vasurocy % 96 WS 963 9t 963 96,5 Operating portemarreat stand-thicansummkin W" `6 < Night time consumption W., communication Romme Monitoring 11*RWSind.} QRORA-UN RSAL iopQ Whird Local Mentioned OsAWS md.1 PVB -US8 PS'485_232 aspr), FVi-DESK70P (opt) Wireless Local Monitoring Fin DESKTOP joptj with Psri-RADIOMODULE Cosrl,lr E,Wko"M"Ul -�3tu+1460) 0(-25W+g Anditrad Air Operating Temperature Range ^r 1 -13 to 140 J-25 to itiM, with deratin arrrsvv 1 72 V50, Promised Air Storage Tomparature Range %M) .40 to 76 f A0 to 4 80) -40WI6 €A00+80p Relative Humidity qrRH 0 HV crsndensir�g 0-100 Condensing Acoseuk Noise Emission Level db IA) 00', < 50 < 50 Maxismonrimmitim; Mtharthe without Dealing fbm 650 QIWI 6- I20W Enclosure rating NEMA0 hrNsA4X coming riaturaI Convection Dfine"Atrost"KiNxti) it fMrn) 41A x 12.8x 8,6 (105.' Y 325 x 2W, xxxight In (kq; <59's W.0 <595W'm shippinswinght Ib(kgJ <78�354e < Mounting sslasta VViV pracket sclafi bracket rtade Size Kos: Rae a 1/21 Trade Size Kos: Rea x V21 Conduit Connections and l2s. x I - 1 pa', 3 piaces Nkre ree and ( 2ea x I - 44, 3 pacces nde, front, scar) DC switch RatimnPer Contest) hN 251600 251600 safety Isolation Level Trandformefress iFksafinqAray3 Tamdormlauess tFsoaling Array} ZN.107,1-01,UL�99BUL1699B, UL 744,CSA-C2,2 Viii 41,CSA�C22,2N.t07,1-01,Ukl"BUL 6998, Safety "a EMC Standard FCCPartlSclassir F"CpanlscLassll Safety Approval CSA.,, "S'P. W--ty StandarruNimairdy Years 10 p Le or crindedWamany Ipra's 15 & 20 is &20 Avail l" Modirlis Standard - With DC Rather, • Floating Array Parr-5000-OWID-US PVs0a7X*-0UTD-US With DC : cr, gionris box and An: Fault Detector 9V1-5000-0UTD PW -(AJD-US-A and m1fampt" A ds Ur t1 s u tuccl U, 1, hal W. -",�—O 1, 1 101 Ka INSPECTION RECORD OCCUDBl1CV /TVDO INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. �_"ZI r ivifLln ` ii- 1 ) IC�_)I <Ao�' INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS .DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons '. Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic - Weatherproof/ French Drain Sewer Service Lines - Water Service Lines !INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. YOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS ,`. Sheathing - n Lath / Wall tie Mid -Roof Electrical Service. Rough Electric ' Rough Plumbing r, Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING - �.; Framing Insulation a Drywall. Screw. FINALS Electrical Plumbing '. Mechanical Roof Building Final Fire Department R'O'W &.Drainage !INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping �. �,��- "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A 'CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE. OF OCCUPANCY .NOR PERMISSION FOR OCCUPANCY. " OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER INSPECTION RECORD o ccupancv/TVpe '�V')NSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. i ) I lr�7 %] V i VI A a'1 (,+. q7- I 'Ul / I f" � ( P i INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .1OB FOUNDATION INSPECTIONS DATE INSPECTOR '. INITIALS COMMENTS: _ Footings /Caissons _ - Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Weatherproof / French Drain Lath 1.Wall tie Sewer Service Lines Mid Roof ' Water Service Lines Electrical Service POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath 1.Wall tie Mid Roof ' ' v Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof - .Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED. AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking $ Landscaping " "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZAT ION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ct t Y Date: (o /$ f D COMMUNrry DEVELOPMEN Plan # Id Building & Inspection Services Division Permit # C� 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Pro{ erty Address:. �3 ( V v 1,4 d (f -t 1 -e- lb&c co Property Owner (please print): ,q a,t( d g (%4- rA) X i-KcC Phone: 6o S - -z3 93 Fo Mailing Address: (if different than property address) Address: City, State, Zip: Coirfracto : S "ELF (off J � Contractors City License M Phone: Electncal: Plumbing: Mechanical: City License # City License # City License # Contract Value: g Review Fee (due at time of submittal): �.o5 Squares BTU's Gallons Amps Sq Ft. //o $ 1 00 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 (O ER). (CONTRACTOR) PRINT NAME: , t?l,l t q -/AGE SIGNATURE: DATE: &/.tom /® c '� � r � �' � '`l.1EPAR7M�li1'F USE ���r r ,e � �"� ✓y.qd �ri �.✓ >✓� �w� f� ZONING COMMEN'�S � sx^- ✓� %✓ s r � y; �✓n ��r✓,�,i."✓�� 3 A � `�y �x uY � . <: a�Up)pg 3 � r✓, r+t ,. ✓ 2 sari G' �: ��6� �� /��s �✓✓� � L '.rs � yC„�u "sr�al ;, C � / ` .✓ ✓ r .:. 1 f is k � �" ✓ 12evtewer ✓ ', ✓ � -. ✓S r s ✓� Lis ✓ ✓ � x ,.� � ✓ a r' , _. � - .gam '` ✓ 9 i <, .✓ -: s" , y /,- ✓ ,-z "� �Y v >,�:� % � ��. / "' � ✓ > � ✓ ✓� ` t y� � 5 �`' f,aa�ir",� ✓ n' ✓ }�:,� ��Y.✓�r "fir < -"f 5<��✓ � ✓ BUILDING DEPARTiv1ERT`COMtv1Ei57S ✓' / ✓ s .tea. ✓ s y ^, ✓> S ✓ .Fr „ �"� s �✓� �. � r, .. �eNeWOP �i. � � ^, ''.�s�� � ��.: ✓. t .�.. ,: ��.k�i ,rt r „r<ei ��' �._„ M.! �� �✓a ..;; x : � � ✓ ✓ � s ✓ f F r vim. , _ 'FIRE T)EPARTMENT ❑ approvesi w/ C9[1lmentS �O dtsappJOVed CI, gO7e�iew t Bldg VelUaYtOn $ W 0 1 � � W Z 0 Q J V J lL: J 7 z Q z 0, 0 U1 V ce 3. w w L, I mo. LL! 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O O ? o « E w 4 O d a C hO Z o U N m Z � p w O v v U qq i +1 a m o O c °1 2 m [` ♦-1 ° Y u Q ri rl O b ° ry Ec� C C v W CO _ O cd c'1 w m v o « �� +^,� ° ^ a a t w•- L p U co. W U d G m m a Q W • ¢ w u. A U H Q ° 1 I m u's; Q c 0 Z O J d= u t o ° H- a O Q " ° c 0 L) m d „ .a O O p O J u N u G � O m Y Z W w « r « O d O. U ... O cc E w „ c 2 o. v N « m . 4+ 0 °E ' ° u C U A j L ° ,� ✓ C y a s r v V N v > r v o O dh m �. c a o U o o �, o x w T w u_ m . i T :2 m ~ 'o v +a F o D - •c O ;� a .� � �3 �� i J City of Wheat�idge COMMUN1Ty DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 Sec. 26 -206. Residential -One A District (R -1A). A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable low- density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the low- density residential character. B. Development standards: Notes: (a) Front setback reductions may be allowed in accordance with Section 26 -611. (b) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures. (c) Front setbacks for structures on lots or portions of lots which abut cul -de -sacs may be reduced to ten (10) feet for those portions of lots which abut a cul -de -sac bulb. (See Figure 26 -123.3 at the end of section 26 -123) (d) See Section 26 -625 for additional regulations pertaining to accessory buildings. (e) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001 -1215, § 1, 2- 26 -01; Ord. No. 1313, § 2, 10- 27 -03; Ord. No. 1448, § 2, B- 24 -09) Maximum Maximum Building Minimum Lot Minimum Lot Minimum Front Minimum Side Ya. Minimum Rear Yard Height Coverage Area Width Yard Setback Setback Setback Pnncipal _ One- family Buildings' _ dwelling 35' o 30% 9,000 sf 75' 25' (c) 10' 15' Group home 35' 30% 9,000 sf 75' 25' (c) 10' 15' Churches, - schools, government and quasi- government buildings, golf -. ' courses, small day care 35' 30% 1 acre 200' 25' (c) 15' (e) 20' -- center, and r= nursing, elderly and congregate care homes Accesscry 5' if <= 10' 5' if <= 10' l3uijdings , Major 15' 1,000 sf N/A N/A 25' (c) in height; 10' if> 10' in height; 10' if> 10' in height n height N/A NIA 25' (c) Af� Olhe[ Uses 35' a 30% 9,000 sf 75' 25' (c) 10' 15' Notes: (a) Front setback reductions may be allowed in accordance with Section 26 -611. (b) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures. (c) Front setbacks for structures on lots or portions of lots which abut cul -de -sacs may be reduced to ten (10) feet for those portions of lots which abut a cul -de -sac bulb. (See Figure 26 -123.3 at the end of section 26 -123) (d) See Section 26 -625 for additional regulations pertaining to accessory buildings. (e) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001 -1215, § 1, 2- 26 -01; Ord. No. 1313, § 2, 10- 27 -03; Ord. No. 1448, § 2, B- 24 -09) ♦ ♦ CITY OF WHEAT RIDGE °� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: PrrP 4 Job Address: �;') ( "J",/' fro ("(, Permit Number: Or(1,M ❑ No one available for inspection: Time 3 ( 6/PM Re- Inspection required: Yes When corrections have been made, call Lr! n at 303 - 2 34x933 Date Inspector: ! o DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INS NOTICE Inspection Type: d "��'rtnr� Job Address: 332 1 /s` 1r �f. 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Z5'LLT xey asn ZT 00' uoz;anZaA Te40y ' s. SHHd 00'Z98'6 :NOIIVngVA: S.OHP0Ud GaIVNIISS 7,UVWKaS Had /0 '#IO'I/?TOOTH 9690 :NOISIAIQHRS G KR FHSR vn :aGOO SNOZ. OdNI gaDadd J'IU 'ONISOHHIN00 -dHNadVO EZbT-Z0 aaupzg0 xonigD 4ZZ9-ZE£/E0£.: qns aTapad gdTeg 08E6-.bEZ1£0£. .zautilo. SIOKINOO axe sbs 8Z ;oosag :NOIId I2IOSHa OTOZ./ZZ/ZO :Sadiaxa ID NKIAIA TZ£E :SSH2IQRK HOP' n: 60OZ/9Z/80 :QHRSSI 989T60 :ON IIY~RI3d 989160 - .LIM ld 2u oog I iluapisaw - a~Pi2I IuauA, 39 Sjia Ay l sdwy suolleo sn1o ~y saienbS Pappe 1j'l/'ld 'bS W$ :Oelllwgnsio a(ille anp) moinaa ueld (Iaayselepuogenle Wgpyngaylgadpole/noleose) :~JOMjo:ulogduoS24 Y, $ :amen uo!lonilsuoo -57z- :(uogduosap) aoeds;o ash :lenolddy :lenaddy :lenaddy :ale( dx3 :ale( dx3 :ale( dx3 : (uedwo( Auedwo( asueo!-i "(l!( leo!uegoaW asueo!j Apo 6u!gwnid :auo4d asua31-1 Jolaeiluo( :d!Z 'alelS 'Al!( :ssaappy (ssalppe Apedoid ueyl )uejapp 1!) :ssaippy 6u!(leW ~bJ~6 £fo ~p4 :au04d~f/~ J ' :(luud aseald) jaunn0 A;JadoJd O C 1-2 C/ + n I :ssa4p.PV fi4jadold :Auedwo( asuao!l Al!( leouloal3 :saoldejluo( qnS uopeo!!ddy;lwaad 6u!pi!n8 /22 / L #~lwaad ueld /OQ d .aleo ££6917£Z-£0£ :au!-I uogoadsu! 6Z68-L£Z-£0£ :XeJ . 9982-9£Z-£0£ :00!}10 ££008 00 '96p!~j }e94M "@AV 416Z 'M 009L uoisinio Bwp/►na oBp!b;ea4M 30 A4!0 c DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12219 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/29/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3321 VIVIAN CT Contractor License No. : 21014 Phone: 424-2142 Company : Mountain Tech Electric Phone : 424-2142 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 (OWNER)(CONTRACTOR) SIGNED + ")DATE ~ :2 d Construction Value : $2,200.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe t Ridge ordinances, for work under this permit. Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $33.00 Total: $11625 Use: Description : UNDERGROUND FEEDER FOR A SUB PANEL LOCATED IN A SHED IN THE BACK YARD = BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval: Approval : Occupancy : Walls Electrical License No : 21014 Company : Mountain Tech Electric Expiration Date : 2/28/2003 Approval : OK/KS Roof Plumbing License No : Company: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: (1) This permit was issuetl in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code o( Wheat Ridge, Coloredo or any other appliwble ordinances oF the City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue tlate or (B) the builtling authorized is suspended or abantlonetl for a penod of 120 days. . (3) If this permit expires, a new permd may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans and specifications antl any suspension or abantlonment has not exceeded one (i) year. If changes are matle or if suspension or abandonment exceetls one (1) year, lull fees shall be paid for a new permit. • (4) No work of any manner shall be done that will change the naNral flow of water causing a draina9e problem. (5) Contracror shall notify the Building Inspector hventy-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection wrtl before procee iing with successive phases of the job. (6) The' nceo~f ap~qryn it or the approval of drawings and specifcalions shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions r b I~~ ~ L any other ordinante, law, rule or re9ulation. Chief Buildin nspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT R1DGE, CO 80215 - (303-235-2855) Property Owner Property Address Contractor Licens2 No. 6)1'PH ?'r"9RCC 33R% V1411AA/ L'T. "yr Building Permit Number : Date : Phone :(703) 'Y,2y 2j,41,_ Company : 40141V>'91N T eF! crL.6rrrF'iP P h o n e 4ft 0.3) x3y 93Shv OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed oy this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ritlge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrete: that I have read and agree to abide 6y 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. > r a (OWNER)(CONTRACTOR) SIGNED~~ ATE~ ConstructionValue: ,0200,06 P°rmit Fee : Us2 Tax : Total : Use : Description 411,1 pgyzC 9 p«y'V a refOE R ,<vR A SNB iP"4NEh J,c~c,4?ED ~N A ~/t~D i N TlfE 131tcK yAXO BUILDING DEPARTMENT USE ONLY aamassamum SIC : Sq. Ft. : Approval : Zoning : 8~1~ iev~ -~+++ent~ Approval : gwimemisimmmm Approval: Occupancy : ""alls : Roof : Stories : Residential Units : Electrical License No :6:3,y8 Company: /Npu1V7-.9/N `J-EC/t EI.Fc7R le Expiration Date : $1z~1.2oa3 Approval : Plumbing License No : Company: Expiretion Date : Aporoval Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was issueE in accortlance with the provisions setloM in yopur appiicaUon and is suoject to Ne laws of the Slate o( Colo2do and to the Zoning Regulafions and Building Cotle of Wheat Ridge, Coloatlo or any oNer applicable ortlinances of the Ciry. (2) This pertnit shall expire if (A) Ne work auNonzed is not commenced wiNin sixty (60) tlays from issue Oate or (B) ihe 6uiltling authonzed is suspenEed or abantlone0 for a penod of 120 tlays. (3) If Ihis pertnit expires, a new permrt may he acquired for a fee o( one-half the amount normaily require0. provided no changes have heen or will be matle in the original plans and specificaNons and any suspension or abandonmenl has not exceedetl one (1) yeac If changes are matle or if suspension or abandanment exceetls one (1) year, full tees shall be paid for a new permit. (4) No work ot any manner shall be Cone Ihat wiil change the natual Flow o(water rausing a tl2inage pmblem. (5) Contractor shall notify the Builtling Inspector hventy-(our (24) hours in atlvance for all inspecNons and shall receive wntten approval on inspection card before proceediing with successive phases of the joC. (e) The issuance of a pertnit or Ne approval of Orzwings and sped(caUons shall not be consWed to be a permit (or, nor an appmval of, any violation of the provisions o( the builtling codes or any oNer orUinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12299 ' BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 6/11/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3321 VIVIAN CT Contractor License No. : Phone: 234-9380 Company : Phone : OWNER/CONTR,4CTOR 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 complianyQwith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat F~idge ordinaryr.~s, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE GN u i Construction Value : $4,850.00 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax : $121.25 Total: $232.50 61 Use: Description : REPLACE DRIVEWAY & SIDEWALK AND ADD NEW WALKS IN BACKYARD BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : W.9~, . , I Approval: BG . .,..ww-, Approval : Occupancy: 6/7/01 Walls : Roof Electrical License No Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Please Note: Owner / conkactor is responsible (or locating property lines and consWCting improvcments according to the approved plan and required development standards. The City is not responsible for inaccurate information submiUed within the plan set and any construction errors resuldng ftom inaccurate information. Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This pertnit was issued in ai Regulations and Buildin~ G (2) This permit shall expire rf(A abandoned for a period of t (3) If ihis pertnit expires, a new original plans antl specifiwt exceeds one (1) year, full fe (4) No work of any manner sha (5) Contrector shall noti(y Ihe B roceediing with successive ~ (e) he issuance ot a permiypr of the building cotles oyahy set forth in yopur application and is subect to the laws of ihe State of Coloretlo antl to the Zonin9 i or any other applicable ordinances ot the Ciry. ~mmenced wifhin sixty (60) days from issue date or (B) the building authorized is suspended or be acquiretl for a(ee of one-half the amount normally required, provided no changes have been orwill be made in fhe y suspension or abandonment has not exceeded one (1) year. I( changes are matle or if suspension or abantlonment >aitl for a new permit. nge the natural Flow of water causing a tlrainage problem. ty-four (24) hours in advance for all inspections antl shall receive written approval on inspection wrd before igs and specifcations shall not be conslrued to be a permit for, nor an approval of, any violation of the provisions rule or regulation. ng DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION L1NE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) - APP IG Tln Property Owner: ,j,y,_,o,A/ C f ew91, Y.J A/- Praperty Address .3-3 --I K✓14,d <~T- Phone : 703 -."+3~• 9.~~° Contractur Liccnse No. : Company : Phane : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify ;hat the setback dis(ances proposzd by this pertnit application are accurate, and do not violate applicahle ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record; that all measurements shown, antl alleqations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for complian ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheattidge ordinanc~for work under this permit. (OWNER)(CbNTRR(!TOR) SIGNED ~ DATE -lo O~ 7Tota e ex : l u 52 Descpton : x~J ~ ~ ~ - ~~t~~e.~-. ~+y ~ BUILDING DEPARTMENT USE ONLY - a S I C q. Ft. : Approval Zoning Approval: 6/T~a~ ~ 05~ ~O Approvai ~ Occupancy : '.`ialls : Roof : Stories : Reside ' s Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Aporoval : Mechanical License No : Company : Expiration Date : Aporoval : (1) This pertnit was issued in accortlance wrth the provisions set forth in yopur application and is subject to the laws of the State ot Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ortlinances of the City. (2) This permit shall expire i( (A) the work auNonzeC is not commenced within siuty (60) days (rom issue date or (B) the builtling authotlzed is suspended or abantlonetl for a penotl of 120 days. (3j If Ihis permit expires. a new permit may be acquireE for a fee of one~half the amounc normalry requiretl, providetl no changes have been or will be matle in the onginal plans and specificaNons and any suspension or abantlonment has not exceeded one (1) yeac If changes are maGe or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall he Cone that wiil change the naWral flow otwater causing a drainage problem. (5) Cont2ctor shall notify the Building Inspector hvenry-(our (24) hours in atlvance Por all inspections antl shall receive wntten appmval on inspection cartl before proceetliing with successive phases of fhe 1ob. (e) The issuance of a pertnit or the approval of drewings anC spedfiwtions shatl not be consWetl to be a pertnit for, nor an approval o!, any violation olthe provisions of the huiltling Codes or a py oNer ortlinanCe, law, Nle or regulation. Chief ~ , . _ \ , \J ~ \ \ J . , 3 ~ G ~ O C) ~ ~e ~ \s _ ._I _ 1ws ak o _ i~ 1. , ky, ~ . ~ , A ~ S ~ ~ y° L~ - ~ ~ ~ -Y ~ _ ~ ~ •'t~ ~ \Z~ -Z~ ~ O ~ vy5 bZ o~ o ~ D ° ~ 2 ~ M I ~ i s ~ ~N I O\ ,o S 1 p -1 ~ 161 ~ aZ8 b I / I 1+J. ~ L -a F'- - - o ' ~ o n C 'o y ~ o . in tn I r D Z •t 0 ~ C 33 IJ ~ Z D ~ - . C,3 -di;~ TEFiRA ENOINEEF11N0 6 965i ----~c sl ~WI ~ e pbvNo ~ L L i ti ~O ~ IMPROVEMENT LOCATION CEqTIFICATE N S E 1 = 3 0 , o• SCRLE _J ~ I hereby certity that the above improvement location cert ificate was prepared for PearcC this lbth day of June 1977 of the property described as Lot 26, APPLEWOOD VILLAGE SECOND FILING, County of Jefferson, State of Colorado. the improvement location being based on the controi as shown above, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above described parcel, except utiiity connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachmenu upon the described prtm?sds by improvements on any adjoining premises, except as indicated, and that there is no evidence or sign of any easement crossing or burdening any part of said Aarcel, except as noted. . ~ TERFP. ENGINEEFING ANO I AND SURVEYING, INC. 1770 Elati $StB¢t ~1PA L Denver, Colorado 80203 :c,Q'~•,••STLR Phone:623-7270,623-7278 SEAE : 'g• 1`J~•~._ ' . SUFJE-t ; 1 ' • U••-;~. 1_ OTZ6 _ A P P L E W O O D S E_Cp NO 3 E F F F R S o N V 1 L L A G E - F I L_1_ N COU N TY~ \ ~ ~ ~ D1~ 9 ti n PP O ~ Z 'o 0 m a ~ -A 4 14 v1 A ~ cr i C OR~~/ / . i . T ~ ; lrt 0 ~iiil lA I C1 3 2 a~ r ~ 7~,\/ SO s I ~ \ ro ~ ~ ~ "0 ~ r - ~ OWNER: Fear,3e- United Mortvage ADORFSS: 3`21 Vivian Ct. TITLE C0: CERTIFICATE N0: 10787 C/+SE N0: ~ LAND SIJRVIEYINO, INC. r r~ 0 N 1 14 \Z- r O DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-791 Date :4/24/95 Property Owner Property Address Contractor License No. PEARCE RALPH C 3321 VIVIAN CT 18023 Phone: 234-9380 Company : Schroeder Roofing Metro Phone : 444 3538 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances propased 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 ayree 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. ~ (OWNER)(CONTR4CTOR) SIGNED 1,..~~ DATE Description : REROOF Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: , (1) This permit was issued in accordance with the provisions ut forth in yopur application anE is subect to the laws of ihe Slate of Coloratlo antl to [he Zoning Repulations antl Builtlin~ Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the Ciy. (2) 7Tis permit shall expire if (A) the work authonzetl is not commence0 within sixty (BO) days from issue date or (B) the building authonzeA is suspended or abandoned for a penod ot120 days. (3) If [his pertnit expires, a new permit may be acquired for a fee of one-half [he amount nortnally required, provitletl no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall Oe paitl for a new permit. (4) No work of any manner shall be done that will change Ne natural flow otwater wusing a tlrainage proDlem. (5) Cont2ctor shall no6(y the Building Inspector lwenry-four (24) hours in atlvance for all inspecUOns antl shall receive written approval on inspection card be(ore proceediing with successive phases otthe 1~ob. (6) The issuance of a perr9~t or the approval of d2wings and specifcations shall not be construed to be a permit tor, nor an approval of, any viola6on of the provisions of the building codes,6/any othyr ordinance, law, rule or regula6on. Chief THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : $3,500.00 Permit Fee : $63.00 Plan Review Fee : $0.00 Use Tax : $52.50 Total: $115.50 APR-20-93 THU O5:S~,rP~'II SGMROEDER L.~ 'Cr 308 344 0922 P.04 Propeny Owner :P 1 Pi ~g¢~-~- f'hOM : 25 `f 9.~80 Propeny Addmas : ~ 3~2I ~ ~~J I R +~7~ Ccuttraclor license No. : I PC> comcsnr : C'.•1,,en '.a.,~,~ r~~, NS aha,e :„j~-fy- 3ss8 6VYNEkfCUN11tAC1 Oft S16NATURE OF YNOERSTANDING AND AfSREEMENT C6na~lign y40; 1 MnOy cerldy 1hN 1h0 iNbxk diNNlms pYPDWA bY IMf Pamil a an bOdYak. POfRdt FO! = On0 uo nvl Wlau aPPIWhN OfOMynaf. ~uM3 q re9ul~lAila ol I~a Ay W VNM/111IOpe M WvMaMf, qsamenls a rcsUfCGOni M~d1hM +N mOitYiemenN ihorrM MW 11ie0711a1i msM IM occwn0, Inal lhiW na4 Mda9 ~NMaE4r bY aq caWiUonf PrWA*d an M V9e Talt : apWma4on. ana tlqt I asswno full rorOOnwHw br wmpxany wan tM WMN Nep~ 9uMrq Ceae (U O.C 1+nd ap au~ appica6N WheN adinu~u.. m, won~ yne.r Nis aimi• T~ : (OVYN&ItxCON1MCiOrt) BIGNEO r Ae) aTE~ oescnpuon o FF F~n~c~ c~.va I ric r(,~ ~N~ N~~S BUILOIN4 DEPAR7MENT USE ON4Y Approvtl : Zmfny : Appfoval• ' REWAMS"Mm Approval OCCUParu.Y • Walk : Rool : SlotfOS : RecidYMlW UIb: EI@GIiW lroonsc No : PlwnNnq liCense NO : COmpany Compiny:. cwnpwly' F7fiN►ahOn Dd10 EXpIf8t1011 OalO : MProvaI I1pWOval . AM°Yal: ig w}Insf!equirl;d;~1 -i tPla s Ra-91tm A wgw~~ ih. an~aN ~M ~1°'~ ro~ rN Mwr~M Y~ mMe 6 fn i~nM~~cMlMotil~)l~ dWOt~riw~d111spYWMCINMM~~K~M MN fI~AS110.5 YkoMI o10mYYM Y W i W11Y b. d111 MW17aK. 'O 4.9ut1uYn ~ C1w• IiuAdstul inspitcwr ..r Fw Mayor T 11115 1'1 itMl f VALtp QNLY WIII N SIfiN! f1 BY THC CHIEF BUIIDING WSPECTOR AWO AIIAYOR GAl L: 274-5973 24 FInUI=S PRiOtt TO INSPEC71pN ic- ICRO DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WE5T29thAVENUE BUII.DING INSPECTION DIVISION PERMIT N0. MM93#4300 234-5933 P.O.BOX638 CITY OF WHEAT RIDGE, COl.O. THtS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. P RMI ~~ZI y/ ~ ~\I i Ci Vl AP UCATIQN FOR MISCELLANEOUS E ~ LP l'f" PC-?W- C-c- lyv / 7" JOB ADDRESS " OWNER _ T~ j l r /VI' )mL I " u ADDRESS 33 x% viCt~ C-!7✓Y-/-- 5 CONTRACTOR r t „ p- 4242 E~✓'""r /fy4~21v' PHONE 2.34J Q.?~c ZIPCODE ADDRESS ' 71 CITV ~~"1~~-'✓ . G-' ZIP CODE CONTRACT PRICE $ ~~~7 ~ b G~ ICENSE NO ATE PHONE L . 1. TYPE GrounA ❑ ~(p y 6~' Wol I I . 9 YE?LGIA1 . Sl S INSPECTION tICKET JOB FE ADDRESS ~ 3 ~ ~ ~'('~••`PJ~- `/L DATE: BLDG. PERMITM y 30'_() 01 ] Proiectin0❑ OtMr 5 a D Fxe ~ -E_W- ❑ [ INSPECTION TICKET ~ Lus Than JOB ADDRESS .E-W- ❑ E r~ DATE: BLDG. ERMITM Q 0 PERMITM PERMITN 1 BLOG. CONTR. !UCTURE,GIVIhC BLDG. CONTR. J~~ ~ tTV LINE SUBCONTRACTOR SUBCONTHACTOR OATE INSP. REQ./ - c~2 TYPE OF INSP. f3±:2 INSPECTION Z E REMARKS ~-~W.q.FORM 6-19 DATE INSP. REQ. TYPE OF INSP: INSPECTION MADE REMARKS tTY LINE ,STREETS,ANI W.R. FORM 6-19 ISTANCE. ~ ~ .ECTRICAI ATED WORK 0' ovouir tnni i FYGINF tM f1AY5 FROM THE DATE OF ISSUANCE IF WORK IS NOT $TARTED WITHIN Tt5.IDAE.---~ ELECTRICAL PERMIT PLUMBING PERMIT ECHANICAL PERMIT ~ STATE LICENSE N0. STATE LICENSE N0. ALUMINUMNAREUNOERSIZEBILLEGAL fL00H BSM IST 2N0 3RD 4TH NQ [Coall FUELCiIWOMGa{OIIRopa» E Sdar WATER CLDSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - I1MP5 BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LI6HTING SINK OTHER C . S HEATING GARBAGE DISF REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Refri eronf Grou UTILITY(RANGE,DISPo5ER,ETC) AUTO. WASHER ~~s Ch°r • OISH WASMER AUTOMATIC SPRINKLER SYSTEM FIXTURES WIRING MOTORS d CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I MP TOTAL FIXTURES REMARKS t hsreby ocknowlsdqe that this ap0l1c0- tion n eorroct ond understand thoi I connol sto.t tniI project until tnis oovli- cofion is oOCroved. I shall comply with the lows of 1he State of Colorado ond to the Zonina Repulotions and Butldinq Code of fAe City of Wneat Ridpe. Any viololion of the above terme wdl c se immediote revocafion of tnis Dermi . /1 v , AOOlieanU 9iynalur• PERMIT FEE ~ USE TAX Z - TOTAL FEE $ - i A MTWPRUVED CHIEF BUILDIV¢'INSPECTOR,Cityof Wheat Ridye Date Issued f I-aq_,3 ~ CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS F b o 3 T p ~ ~ m O r O g) o G) o m ~ m ~ v 0 m ° ~ m N o~ ~ a m° G ~ 3 y ~ m m O o ~ 0 ~ o 8 o q m ' ' 3 ~ w m m 3m a o a a 3 00 m p; rt g S m ~ o T 1• O w ~ m ~ ~ m c ° a n 4 ~ m ~ 0 v 0 ~ 0 m m n ~ F PENMRNUMlER B93H4778 ~ ~ O F m > O a m m ~ ~ ~ ~ cf s ° 9 w mwmm c o ~ x e p y ¢ i DDw~ m Z 41 7 n m ma~ \l W p n N w n ,J a 3 ~m Q~Qm < 0 b o0« y w y =Nm~ ~ ~ ro ~ 9 o m 3 ~ n w (D °j E ~ o y o m~ a m° ~ n ~ ~ m n om m' ~ a c omo ~ O g F..] ~ m ~ a m Q ~ ~ m m p c m' ~ O-m 3.~.. n~= O mmvn n °-~T i ~ m n m ~ n"O n o 9 O ~ v mm= m m (7 o n ~ ~ c ~ N au~ ~ y m nv W c mm~ ~ N 060 q ~ 3F~ z < To~ " ~°0 ~ 5135 c~ 3~ ~ o m f o I O o N ~ N (D N w r f ~ r ~ a W O , ~ 1 ~ry t ~ 5i l4 s?"~:~ . < ~ 11i aY ~ V~ t' I,t I ~ II• i 8,,.. . ' INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS V1/HEAT RIDGE, COLORADO 7500 WEST 29th AVENUE ~O I N S P E C T I O N R E C O R D`303) 234-53~, JOBADDRESS 3321 Vivian Court BUILDING PERMIT N0. B93#4778 DAiE ISSUED 4/6/93 TYPE OCCUPANCY OWNER @alph & Carolyn Pearce 3321 Vivian Court, Wheat Ridge CO 80033 CONTRACTOR Ralph $ Carolyn Pearce SETBACNS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rou h Electrical f Rou h Plumbin Air Test Gas Pi in Rou h Heatin & Ventilation (above must be signed prior to framina insoectinN I Framin ~ Insulation ` C 22 Dr wall nailin Roofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures Heatin & Ventilation Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted OCCUPANCY NOT PERMITTED U~TIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER INSPECTION TICKET JOB ~y,~ ADDRESS v~' "/3 ~ ~ ~%5# DATE: ~ S BLDG. PERMIT# 1(778 PERMIT# BLDG. CONTR. C3~ I SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. ~ i INSPECTION MADE-q/ / G /p REMARKS INSPECTION TICKET b JOB ~ ADDRESS DATE: BLDG. PERMITM y7 7~ PERMIT# y1 BLDG. CONTR. SUBCONTRACTOR '.f11 JI DATE INSP. REQ. (F` ~ / ~ / TYPE OF II INSPECTIO REMARKS W.R.FORM 619 C INSPECTION TICKET JOB ADDRESS 1 -J 3°~ / w ' %J DATE: ~ G BLDG. PERMIT# V~ ~7cF' PERMIT# , BLDG. CONTR. SUBCONTRACTOR DATE INSP. qEQ. TYPE OF INSP-v~-~=INSPECTION MADE 4- 2- de-t 7 REMARKS Or~ ~ W.R. FORM 619 INSPECTION TICKET JOB ADDHESS. 43~-I DATE: ~ BLDG. P RMITM V7 78 PERMITM BLDG. CONTR. (1.)'-a~ SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM &19 ~ INSPECTION TICKET JOB ~ ADDRESS _ 5 6,~~l DATE: BLDG. PERMITM !L-17 I PERMITN BLDG. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. 4~v-o-C INSPECTION MADE REMARKS C Q W.R. FORM 618 ~ Y ~ \ ! . 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 THIS PERMIT VALID ONLY WHEN SIGNEC TWO SETS OF BUILDING PLANS AND BUSINESS DEPARTMENT OF COMMUNITY DEVELOPMENT pERM1T N0. BUILDING INSPECTION DIVISION B93#4778 CITY OF WHEAT RIDGE, COLO. BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPEGTION 'WO PLOT PLANS MUST ACCOMPANY THIS APPLICATION ~ SPECIFY NORTH (CIRCLE FRONT) N E STREET NAME S S~ LEAST DISTA CE HTO PRO ERITYIN NES ADJOINING AVERAGESD STANCOPERTY LINES ON ABOVE SKETC ; . LEGAL DESCRIPTION OWNERS NAME -^`'-I PT10N ATTACHEC METES AND BOUNDS DES ' `j nJ~r9- LIC. N0. CONTRACTOR 23y~-l1c~c% ADDRESS ~ `'I"~ PHONE ADDRESS 1 ~ `3~3 i0T N0. BLOCK N0.----- ' ZIPCODE ~ r2K< GTY l✓~``~~T SUBDIVISION FILING AREA LOT WIDTH DEPTH Sfreet Povin9 '~Nbter~~Sewer ✓S1wmDrainoqs- tt er TE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING CurbBGu INDICA HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTINGYEST NO- NO ✓ ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES- i At~aerrr.f.~iiie;• S: WALLS'~'~"'i ROOF z- EXTERIOR MATERIAL OCCUPANCY Y/ STORIES UNITS REMARKS RE OF UNDERSTANDING AND AGREEMENT PERMIT FEE ~ OWNER/CONTRACTOR SIGNATU te, and do not violote SE TAX U k disiances shown on this permit oDPlica b t - ac ~e I hereby certify ihut ihe above set licable ordinonces, rules or r egulotions of ihe City of Wheat Ridqe or covens o~ resfrictions o that I hagree to abide by all TOTAL FEE o t $ !2n T pp e; cord; that all measuremenis shown, and alleqations made are acwra t I assume full responsibility for th ihe Wheot Ridqe NOT conditions prinied an this application, and iho C) and oll other a00licoble Wheot Ridge or ances, for work mit. ~_7_ y~ d NB . e Building Co 3'~ l r1~~ . (OWNER)ICONTRACTOR) SIGNED BUILDING DEPARTMENT USE ONLY S0. FT CoST 3Z~ ~J~a~,. G BASEMENT-ROUGH THE PROPERTY LOCATE T A 2 D `Y~~'~ > E IS PRESENTLY ZON 9` ~,7 ` ~ BASEMENT-FINISHED THE PROPOSED USE (~SI (-IS NOT) ALLAWED UNDER THE ZONING ORDINANCE. GROUND FLOOR - SECOND FLOOR COMMENTS: GARAGE OTHER $ ~ ~5 BUILDING COST MECHANICAL PERMIT p OTHER PLANS REVIEWED (-aK)(_.NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT pERM1T ISSUED TO PER REDUEST AS PER PLANS NO qS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEAREO BY CHIEF BUILDING INSPECTOR PLANS REVIEWED (.-OK)(-NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLUMBING PERMIT PERMIT ISSUED TO PER REQUEST AS PER PLANS N0. qS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR PLANS REVIEWED-.--(-OK) (-NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF MECHANICAL PERMIT PERMIT ISSUED TO PER REQUEST AS PER PLANS N0. qS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR BY AN OF COLOflFDO DITIONS: ? FORTW I I ' ATE (1) 'D TO pTHE ZONING REGULPTIONS AND BUILDING GODE OF WMEATRIDGE, COLOIiADO OR ANYOTNEN A P~ ~ABIE ORD NANGES OF ~HE CITY (8) TME BUILDING AUTHOXIZE015 (p) THIS PERMIT SHPLL EXPIRE IF (A) THE WMK AUTHORIZED IS NOT COMMENCEO WITNIN SIXTY (80) MYS FflOM ISSUE DATE OR SUSPENDED OR ABANDONED FOF A PERIOD OF 120 DAYS. ONE PROVIDED AND ANV SUSPENSION OMNABRNDONMENT MAS NOT REQUIRED, BE MPDE IN F CHANGES A E MADE OR IF (j) THIS E ORIGNNL VLANS P PND SPEGF CPTIONS ACQUIRED SUSOEN510N OR ABANOONMENT EXCEEDS ONE ( pVEAF. FULL FEES SHALL BE PA FOR A NEW oERMiT. (4) TSPECT Y MANNE SHAIL BE DONE THAT WLLL OBSTRUGT THE NATURA WM' OF WATER CAUSI A RAIN 6E PAOBLEM. (y) SHALL NO IFY THE BUiL01NG INSPECTOR TWENTY- FOUP (24) H S IN PDVANCE FOF AL 1 PECT ND SHALL RECEIVE PiR~pPPp~A~ NCAfl FORE PROC~ iNG IT ESSiVE PM45E5 OF T i ~ FO MAYOR R SPECTOR CHIEF BUILDING IN S W I C I , 0 , - k - _ _ . - _ r . ~ s- , -T - - ~ ~ _ . #-T- - - - - t _ ~ ~-1j~ I t , I i ' O~'--- ~ i _ 1~1 f ~ . . . . i . ~ YI . ~ . . ~ I i . 1 . ~ I I I ` ~ ~p I i . J ' - ' • ~ , . . -r- . ~ . i c • f _ ~ ~ i , ~ ' ' ' . T i C~ 1 i ~ ! ~I Jr- Z71k c- A --nr l3 N ,c I I F I I 1^ T'a o m . . ...u ~.r....-i-~.... . i ~ . : ~C• _ . __"I- i . . , . , . ~ . _ • . . . _ - , , ~ . . ~ x. . y~ .'l 1- ~ _i _ ' • ."y._ ~ ' : . ' ___..a . ~ . I . . _T~ ~ . I _ . Y ~ . i " • " , I I 1 ~ J. ` ~ . F-. . . . . ' - - f !w . . F - - , - , , - - - - ~ ~ . ~ ~i . . _ _ _ . . . . . . i . . . . . ~ri. r ' . I . ~ . . . i . i. I . _ s . _ _ ~ . . . ~ . - . _ _ _ . . ~ ' - - - _ . Z . . - - ~ ~ - ; . ~ . ~ . ~ + ~ - - _ ' ~ ! I - , - - - - o - - - - - - - _ - - - - - - - _ _ _ ~ _ _ , : . , ~ ; ~ paj✓ g a.d§COraea ac~. . ..'J. _A...o'clock. . M., . p t ,l , . I , Reception No_ . TffiS DEED, Made thie 11th dny of July , 19 77, between PAUL W. RAILE AND BARBARA R. RA-176E--- ev ' - - _ ' Husband and Wife of the County of Jeffei'SOn and State of Colorado, of the firat part, and RALPH C. PEARCE AND CAROLYN M. PEARCE 3321 Vivian Court, Wheatridge, Colorado. of the County of Jefferson and State of Colorado, oY the second part: u : . 8 41 _ Recorder. FILING STAMP - - --3639 660 WITNF.SSF.TH, that the eaid party of the first part, for and in consideration of the sum of $61,250.00 - - - SIXTY ONE THOUSAND TWO HUNllRED F'IFTY AND NO/100 - - - - - - - - DOLLARS and other Sood and valuable ccnsiderations to the ssid parb; of the 8:st pa:! in iiand pnid by Che said parties of the second part, the receipt whereof is hereby confessed and acknowledged, has granted, targained, eold and conveyed, and by these presents doee grant, bargain, aell, convey and confirm unto the said partiea of second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the following described lot or parcel of land, situate, lyinq and Ueing in the County of Jeffel^son and State of Colorado, to wit: Lot 26, APPLEWOOD VILLAGE, SECOND FILING, together with all improvements thereon :DDate ate DO u entary Fee J~L 2 2 71 _......LP_~_l ~ . _ . also known as street and number 3321 Vivian Court TOGETHER with all and singular the hereditamenta and appurtenances thereunto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, renta, isauea and profita thereof; and all the estate, right, title, interest, claim and demand a•hataoever oY the said party of the firat part, either in law or ~ equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. LA. TO IIAVE AND TO F30LD the said premises above bargained and deacribed, with the appurtenances, unto the said parties of the second part, their heirs and assigna forever. And the said party of the first part, for himself, his A heire, executors, and administrators, does covenant, grant, batgain and agree io and witn the said pariiea oi the second part, their heirs and assigns, that at the time of the enaealing and delivery of theae preaents, he is well aeized M n of the premises above conveyed, as of good, sure, perPect, absolute and indefeasible eatate of inheritance, in law, in 0, fee simple, and has good right, £ull power and Iawful suthority to grant, batgain, sAll and convey the same in manner O ~ and form aforesaid, and that the same are free and clcar from all former and other granta, bargaina, sales, liens, tnues, assessments and encumbrances of whatever kind or nature soever, except the General real ~ estate taxes for 1977 due and payable in 1978 and subsequent taxes thereto, `n and except easement's, restrictions, reservation and rights of way of record, if any, and the above bargained premisea in the quiet and peeceable poasesaion oP the aaid parties of the aecond part, the survivor of them, their assigne and the heirs and assigne of such aurvivor, against all and every person or persons lawfully claiming or to claun the whote or any part thereof, the said party of the first part ehall and will WARRANT ANll FOREVER DEFEND. The aingular number shall include the plural, the plural the singular, and the uae of any gender shall be applicable to all genders. , IN WITNESS WHEREOF the said party of the first part has heteunto set his hand and aeal the day and yenr first above written. gEAL I ~ ] [ Signed, Sealed and Delivered in the Presence of l °aul ?a. R3ile , Husbsn , I _ [S ] / .i iuiai~i~,~ . f ~ ~-C . ~ ~ ISEAL] i~'.;' Barbara Raile Wife L~ ~ DO 1 OF COLORA ) ss "~ountYOf I , k. 1. .,#re$bipg insttunf_ent was acknowledged before me this llth dey af July ~ 19 77 , ~ ly9 •j/~a~`11 Pn jaile and Barbara R. Raile , Husband and Wife g~,x pi6il,o~y}ps 19 Witness 7 my hnn~and official seal. ~ r .~i... /..z.`o~.F.~..~.~........_. N PubBe t o an i N0.9PIA. WARRANTY DEED.-To Joint Tenenta. -Bredfurd PuLlishing Co.. 1829-46 S[w[ S[reet, llenveq Colondo -3-77 3033 660 (l ~ ~~3 PLANNING & DEVELOPMENT HUILDING PERMIT REVIEW CHECK LIST Address: "3'~,? ( ~ 1~~)►txd,~. Zoning: ~r Existing use: Permit is for: Deed: ./r Survey: 4171 Plot Plan: STANDARDS Setbacks/Height: Front: E Side: ~ Side: Rear: ~ Structure Height: Coverages: Building Coverage: Lot Coverage: Area and Width Lot Area: Lot Width: Landscaping Requirements: Landscaping Percentage: Number of Street Trees: Number of Trees/Shrubs: Parking Requirements: Required Parking Ratio: Number of Spaces: Number of Handicap: Signs: Free Standing: Wall: Other: Required Proposed 12->4D ~ ` 4"'l'2°_~ ;t[^ot,.'~S - s, Location /Area Lighting shown: .ELiRA ENOINEEFi1N0 a f, wOOo ~ E C O N O S E F F E R S O N 1i S c C~UCS lfl . N 'o l ,TI 3I ~ I 14 W .N s 9 - ~ Q P Q ?9 vi~'~nG E - FiL~N C_ `v V N T~W L L \ O / ij ? p '14 _ F l 'S g ~ 7 g / \N V ' , . L " ~.o ~ - m / \ C T n ~ ~ ~ So 0 P ? r// / 9* <o ~ C C. _ 30, , SCRLE _J ~ ~ IMPROVEMEN7lOCATION CERTIFICATE ~ Pearce ~ - I hereby certify that the above improvement location certificate was prepared for une 1977 pf the propertY described as 1ot 26, ~PLEWOOD VILLAGE cnts 16th day o} J Jefferson, State o£ Coloradc. SECOND FILING , CountY of the improvement location being based on the control as shown above, and that it is not to be relied upon for the establis men of tence, building, or other future improvement linei. except utility con^ections, are entirely within the I further certify that the improvemenu on the above described parce. boundaries of the parcel, except as shown, that ihere ara no encroachmenu upon the described, premises by improvements on any adjoining premises, except as indicated, and thst there is no avidence or sign of any easement trossin9 or burdenin9 anV part ot said parcel, except as noted. . TERRA ENGINEERING AND LAND SURVEYING, INC. 1170 Elati Street Denver, Colorado 80203 . ~ ,.•~~1p1 ~L-•(~j~ Phone: 623-7270, 623-7278 wP ~V\5T c R' ~ SEA& OWNER: Peaz'oe- lhiited Mortgage : ADDRESS: 3321 Vivian Ct• " TITLE CO: C95E N0: • U G%10787 ~ . ~ . . CERTIFICATE NO:--- LAND 9UP1\1F-YINC1, INC. 1 ~ r ~ N -1 /'J 9 yr U-73 o . _ . _ 1 ~ ~ ~ - - vV INSPECTION TICKET JOB ADDRESS 3 3 2 I -k I V 14w di9jz v73o DATE: 1-2 5 173 BLDG. PERMITN PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. TYPE OF INSP. -5/~G~L /V h. INSPECTION MADE r~ 2 ei / REMARKS OW 9 INSPECTION tICKET JOB ADDRESS a DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. W-~ J-J~el~SUBCONTRACTOR W.R. FORM 6-19 9 INSPEC710N TICKET JOB ADDRESS ~ DATE: D 0 BLDG. PERMI K"~73d PERMIT# BLDG. CONTR. W`"~ fiQa~ SUBCONTRACTOR DATE INSP. REQ. .J'I S TYPE OF INSP. INSPECTION MA REMARKS W.R. FORM 619 / L DATE INSP. REQ. TYPE OF INSP. 7500 WEST 29th AvENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 ecTCnc Ai ul nING PLANS AND TWO PLOT PLANS MUST ACCAMPANY THIS APPUCATION - L_---- BUSINESS NAME " ~ k`~- ~ SPECIFY NORTH (CIRCLE FRONT) N SHSHOW LEAST DISTA CE TO PROPERTY L NES NOTIMAXIMU~MSOR AVERAGE~DISTANCEr~~~~ `"~ES ON ABOVE SKETCH; _ LEGAL DESCRIPTION OWNERS CITY ~ LIC. N0. METES AND BOUNDS DESCRIPTIO~ N ATTA~~ »1 ~ ~I uj.l ~C~ _ PHONE ADDRESS hT~•~- ~ ZIPCODE LAT BLOCK NO NO. i~rn,~J9) VILFILING . Q.I LOT mu~., . . ' . - INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING~ Curb 9Gutler~Sireet HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW ExISTINGYES_NO- nRF 7HERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES-NO ✓ pCCUPANCY ,a v6-r- E S W ~ EXTERIOR MATERIALS: WALLS "I~yIG ROOF STORIES---UNITS Rcm'+.~~..OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity ihat ihe above setback distances shown on ihis permit appliwtion are acwrote, and do not violote eud and'ogree to abide by toll~ measuremelis shownu,l otndn alleqatons lrmade areaa c'urate Ithat I covenants, cor~dc ih ial ordinances th the Wheat RidQe condifions priMed on ihis aDPlication, and thot I assume full rosDOnsibility for compliance wi Buildinq Code (U BC) end all other applicable Wheai Ri r inonces, for work undar ihis permit///5^ n.._G~~iGtf..~ _ DATE (OWNER)(CONTRACTOR) BASEMENT-FINISHED GRWND FLOOR SECOND FLOOR GARA6E OTHER pERM1T ISSUED TO PER REOUEST AS PER PLANS NO AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR ~norn _ BY.- SD.FT COST PERMIT FEE ✓r~~ USE TAX TOTAL FEE E c`~ z THE PROPERTY LOCATtU AI IS PRESENTLY ZONED C!/\ l(L'~`!°~ THE PROPOSED USE (_L1fS') (-IS NOT) ALLAWED UNDER THE ZONING ORDINANCE. COMMENTS BUILDING COST $ ,..o.~ oro~nrr MECHANICAL PERMIT PLANS REVIEWED (-OK) (-NOT OK) NO PLANS NEEDED pLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT BY PLANS REVIEWED (-OK) (-NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLUMBIN6 PERMIT PERMIT ISSUED TO PER REOUEST AS PER PLANS N0. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR BY t \~C ~ ` ~V ~ PLANS REVIEWED--(-OK) (-NOT OK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF MECHANICAL PERMIT PERMIT ISSUED TO PER REOUEST AS PER PLANS N0. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF 8Y DITIONS `1, qTHIS ND TORiME ZONING flEGULATCONS PND BUILD NG GODEVOFI W EATTNIDGE C'OLONADO POfi IANY IOTHER APPLICABLE ORDINANCES OF THE G TYATE OF COLOflNDO FORTH (2) THIS PENMIT SHPLL EXPIRE IF (A) THE WORK At1THORIZED IS NOT COMMENCED WITHIN SI%TY (W) DAYS FPOM ISSUE DATE OR (B) THE BUILDING PUTHORIZEOIS SUSPENDED ON ABANDONED FOR A PERiOD OF 120 DPYS. OVIDED IgE MADEENMIHE OR16 NAL VLANS PND SPEG FIGATIONSIAND PNY USPENSION OR ABAND NMENT MASONOTAE%GEEDED ONE (l)`fEAR.NF CHPNGESHGRE MADE ON~F SUSPENSION OR ABPNDONMENT E%CEEDS ONE (t)YEAP, FULL FEES SHALL BE PAID FOA A NEW PERMIT. (4) NO WOflK OF AN MANNER SHPLL BE DONE THAT WILI OBSTRUGT THE NATURAL F OF WATER CAUSING A AIN E PROBLEM. (S) GONTRAGTO 5 ALL NOT FY THE BWLDING INSPEGTOR TWENTY-FOUR (24) HO IN ADVANCE FOF ALl I EG 5 AND SHAL~ ~CEIV~E WRITTEN PP~~A~ ON INSPE I CARD FORE FROGEEDI WITH GCESSrvE PM4SE5 OF TH AB. PPROVE ~ ~ t~ e O MAY R CHIEF BUILDING INSPECTOR PERMIT N0. B92#4730 sT ADDRESS 6 G eWCQ W b W N "S ~ rn~ -G ~o ~ A ' -Qt- cn ~ o" .'-nl' Z t_ , ~ o I i. -~i 'l~ ~ pa~d~ Iaat/ „aen o0 ~ •aa noJ o!kVa s,/,Xh ,.9% V S ss/6N~rs •~c~sf~ ~"p ~'d .x•q~ w~~'~.. S! ~'o°~. %ri ~ ~rno ~ ~ •2,~.,,,,~. N t ; 1 ~ W ~4..rnuMLV ~ r~snrwfl . ~ p"s o?arva ~ s#:jy QS ,.M. ......W... ~V N~► ~ w 1, s 9X7 / ~ r ' `ml , : , • . ~ , ~ , , • , • . ; , . : r~.: : I/~~o 1' fl ~ ' b Y~ • ' ~•.~''fl'.'e~ , wioOq ~ ~ „i lb +b "%4tvaq (o~ r ~ , ~ / ~•.1 ~ ~ f A !4 \ r . r ~ f , , ; ~ ~ ~ ` • 1~"~ IZ) v, . ~ ~ ~ Ul ~ ~ ~ ~ f~ . :A 3 ~,ti 1 . ! S ' . . . , . . . . . . . . Z ~ C~ . ck? ; . ~ . M ~ ~ U I •t . . ~ k k +axQ, u A ~ ~ . ` _ .ti . ~ f ` ~ ` i • . : w • . 4 -a~~^~ ♦ t~ . . --i ' ~ ` .~j~ ~ ~ . ~ . ~fl , \ Q •'f ~ ~ ~ + P - W'u~: 1 ~ . V 1 ~ • 'I _ ~ _ . . °4'-• ~ ~ , ; ~ . ~ - a oi M 1 7500 WEST 29tn AvENUE DEPARTMENT OF GOMMUNITY DEVELOPMENT 237-6944 Ex7. 255 P.O. eOx 6.36 BUILDING INSPECTION DIVISION PERMIT N0. M91//17517 CITY OF WHEAT RIDGE, COLO. TH~S PERMIT VALID ONLY WHEN SIGNED BY THE CH~EF BUILDING INSPECTOR AND RECEIPTED BELDW. JOB ADDRESS .7f?</ ' .......n ivr~ mr: ~w^l.~/ %L CONTRACTOR ADDRESS CITY A'v lz?-cl4 ZIPCODE PHONE T~- LICENSE NO. /sS/ G - I. TYPE Ground❑ Woll❑ Proiectin ❑ Oth 2. MATERIAL p sr S or D Fec~_ SIGNS 3 ILLUMINATION Yea❑ No❑ Type Tofcl Squors Fsat 4. SET BACK FROM PROPERTY UNE N S E~K~- Permif No. (Specily whith ia lroni) _ ❑ _ E ❑ _ yy ❑ ❑ Zone_ Approvad,2one lncpeetor 1. TYPE SolidD More Thon 80% ODen❑ DiioDDroveA Lest Then 80% Open FENCES MATERIAL Hsipht 3. SET BACK FROM PROPERTV LINE N 5 E (SpeGify whieh ia }rOnt) ❑ O W ❑ ~ Zone_ ApprweE,Zorn impeefw Diseeern.A OTHER IZ DRAW SKETCH pR SHOW BEIOW,THE FENCE, SIGN, OR OTNER STRUCTURE,GIViNG pIST4NCES FROM PRQpERTY LINES. (SETBACKS OR PROJECTIONS INCLUOED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUIIDING TPADJOINING HOUSES, STREETS,ANO PROPER?Y LINES;ON IRREfiULAR LOTS, SMOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DIST4Nt;E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM iHE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PEflMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. GI C!`TOirn~ ncn.nr ~ ~1- . -.,p"', rLumeiNG PERMIT MECHANICAL PERMIT STATE LICENSE N0. S7ATE LICENSE N0. ALUMINUMWIREUNDERSIZE8ILLEGAL FLOOR BSM I NO ST 2ND 3RD 4TH N0. RJEI;CirclsQyGp~qlProporr E S l ' WATER Cl OSET o or . TEMPORARY METER FORCED AIR - BTU WASH 80WL NEW SERVICE - AMPS BATH TUB HOT WATEH - BTU _ CHAN6E SERVICE-AMPS SHOWER STEAM BTU LIGHTING AIR CONDITIONING-8N SINK HEATING GARBAGE DISP OTHER POWER SU6-QFCUITS WATER HEATER REFRIGERATION SVSTEM UTILITY(RANGE,DISPO5ER,ETC) AUTO. WASHER Refri eron} Grpup FIXTURES DISH WASHER Pounds CAar a WIRING MOTOf2S 9 CONTROLS FLOpR DRAIN AUTOMATIC SPRINKLER SYSTEM SIGNS URINAL EIEVATOR TRANSFORMERS d RECTFIERS SEWERS ADDITION TO ~D WORK OTHER MOTORS OVER I HP TOTAL FIXTURES OWNER ADDRESS Y/9G W 1/%'f6 PHONE ZIP CODE CONTRACT PRICE $ ~jp, or3 DATE ~ REMARKS I hsroby ocknowledpe thot this avvlico- ti0n 16 Corrett ond understand fhot I cannof starf fAis projbtt unfil this oppii- cofion is o00roved. I shall comply with tM lows of the Slote ot Colorodo ond fo }he ZoninQ ReQulohOns ond Bmldinq Code ottne City of WAeat Ridpe. Any violation ot the above ferma wiil couse immediate revocohon ot thie permit PERMIT FEE o-e USE TAX &O NOT VALID UNLESS RECEIPTED 5a2s- I TOTAL FEE I$ so I City of Wheat Ridqe CHIEF BUILDiNG Date Issued / U' w e1 I CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS JAN- -s TUE 1-. r- ri Ham i t F-~-?2 JACKSON & HAMIT, iNC. ENGINEERING CONSULTAN7S odal Soucn loticmRe • Suite l3•3 • Engiaeoad, Cnlorado dPll: - 771,2232 IDIATE: 1-11-93 S~e Ga~1en,4~. /~orE /aa, ~ -r-- II aoa - 'K.4aCP Wti~~ c~IaraYL.~ n~ V1.1Y~te7a~~9db ~h'TVn-hl.. ~W~~• 1 dWL.4,r?pll ,I t Z A . ~ D ~ d a . I . ADDITION ~ TO 3321 VIVIAN CT FOR ~ ~I '~~0W,yll/HITE BEAR CONS' m (s • 41atro,, -k-- 204 DETAIL pROJECT NO. 18-785 S$6 S4YC?S, NM- NOTeS, SHEET Nd. i JAN - 1 2-9 3 TUE 1 4:.3=1 i.z.._ 1¢ son & Ham i t ACKSON & HAMIT, tNC. P . 04 ENG[hEERING COhSULTAN7S EXCAVATION SURVEY 6541 Souch Yosrmiu - Suiro f3•B • Englcwood, Columdo 90112 - (303) 771-223E t DATE OF TNSPECTION: II•`13 SOSLS EXPOSEI7: Lower Leve1 Upper Level: RRCOMMENDED FOUNDATION: Suryey No. 02- aP2 LOT_ BLOCK- 3,61M Jidl..a SFREAn FOOTINGS placed on natural soil designed for: Max. soil pressure P4n00 qsf. Min. dead load „4'o„o ~sf. S'i'RAZG T SI;AFT PIERS(C8i and a min Max. nd pressure Min. dead-load pressura are de a min. orce the piers wi bar Pull length of pier. GRAD BF,AMS AN'D PAD91 excavated min. inches int~ the nat ral soil. , Ma . soil pressure nsf; 'n. dead-76ad nsf; Pr v:lde a min, inch void un er grade 35eams between p ds. ( Note: Other recommendations Sn the soil investigation repart should be followed. Refer to Job No. Remarks: 1rte; f oor/J& N~44 1'# YL ohl l'Niw 4't'Ue,4 '~.~Ct~-- • a o aa,n . ?-~'he, I . FOR: 4at~ CaY.ia.~ c..a~ ;~^-r:~ s~ ° Z~ 1geqe~ 40ALy.7, Registere ,p wty6 ngineer • z: fi v`_: o a :sons drilled min. feet i to .mu length o# fe . f; Side shear sf; nd a ~ _ osf (based n pie end h void under grade )Seams 1etween 7UIQ,82c GENERAL NOTES: 1. Minimum compressive strength of all concrete shall be 3000 psi, based on 28 day test results. Type IS Modified cement or equivalent is to be used in all concrete in contact with or withi.n 6 inches oE the natural soils. 2. Concrete reinforcing bars shall be GradE 40 per ASTM A615. Splices shall have a minimum lap of 24 J.nches. All reinforcing baxs shall run continuous through foundation stepdowns, around corners and at all intersections. Place the reinforcing bars in the fnundation wall at 4 inches £rom the top and 4 inches from the bottom of the foundation wall. 3. Reinforce the perimeter of all openings ln the faundation wall with 2 No. 5 bars, which extend a minimum o£ 30 inches past openings. 4. Drill 2 holes that are 4-inches £rom the top and 4-inches from the bottom of the proposed foundation wall, a minimum oE 6-inches into the existing foundation wall and place a minimum 3-foot ],ong length of reinforcing bar into each hole and graut uszng a 5000 psi epoxy grout. Raughen the existing foundatfon wa11 and remave all waterproofing at points of cantact betiween walls. 5. Rei.n£orce all aoncrete slabs-on-grade wi.th 6 x 6- 10/10 W.W.M. 6. Provide a cantrol joint in the concrete slabs-on-grade, 3 feet from the foundation wall around the perimeters of the slabs, and score the slabs into approximately 200 sq. ft. areas. All joi,nts sha7,1 be a minimum o£ 1J4 the thickness of the slabs. 7. A1l dimensions must be verified by the genezal contractor prior to the start of construction. 8. Refer to the architectural drawings fox' the location oE all foundation windows, block-outs, step-dow»s and other details. 9. P1ace the t~'04, W4"4Pdirectly an the undisturbed ~A7~~~-~~~. • Do not place the %a.W+,+,.5 on loose fill material. 10. IE iocal soPt spots are encountered beneath theFaa,"%, they are to be removed and the lpoA.WA.K,blowered to denser soils. 11. A minfmum gzade o£ from the foundation wall drainage. drop in the first 10 fest away 5,,,in order to pxovide ef£ective JPr•l 12 ' 93 13 :a9 SMEET NO. 2 771e245 PFGE.000- Property Owner : ` Property Address : 3321 VIVIAN CT Phone : 234-9380 Con4ractor License No. : 18278 Company : TUFF SHED INC Phone : 573-8833 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConBVuCHon Velu@ : $2,800.00 I hereby and do r Description thia au 12 X 20 STORAGE BUILDiNG iR aaptkaaon are acG,rate. Permit Fee : $75.50 Ihe Cdy ot Wheat RWpe w nana snown, ane aueoaeons Plan Review Fee : $0.00 nditiona ed on this M the ~ac waye euiao-q . Use Tax $33.60 far work under Nispr" it Total : $109.10 Approval i SM 1018197 Zoning ; R7-A Approvaf : Approval'. Occupancy: WaUs BUILDfNG DEPARTMENT USE ONLY SIC : Sq. Ft. : MEETS SETBACKS AS SHOWN ON PlAN3 SHED MUST BE SECURELY ANCHORED TO THE GROUND Roof : Stories : ResidenHal Units : Elecficai License No : Plumbing l+cense No : Mechanfcal License No : Company : Company : Company : ExPiraflpn pate: Expiration Date : Ezpiretion Date : Approval : ApProval : APproval : (i) nh, perM wu Mat,.dM aaamr+awb mavmvi=bm 6nrom,Myo~~aWicOm anaiss,~a~ i.w. a nbsmmacowr.ao.nwron,~zwni~w ReON~ana.nag~hp caas a vuh~t~~Rw~e~co~oAao w em omer .a4Wlac~e adlnarwea a (2) . Thk permit ehetl expMa N Eq) tlwwdk it nrot commenceG wah n sbctY (80) deYs from fasue dete a(~ dx bu~IdinY aultwtlzed 'm wependetl or abando~lforeqeriotlof120~vs. (3) N this pemHt axpirls, e newpem~it mey be ecquireG for a fee ot aie-hett the amount nortnally requked.orovpod no chanpst I~ave bean or wAI bs made in the afginakPlansmM~~6~a~MaM/ p~ orabendonmeMhasnotezceWatlme(1)Ymr. HcherpesaremadeorMwspenebnMabantlonmmt exceatls w~9 Yw~. futl fen fhNl Ee paW~for e~vpertn il . (4) . Mo woek daw manner ahau te donIno~ apewGt ov~rlu W+ense Me meura~ now awater causiip a rna~nps pro4lem. . ~s) C~~ w~8h a~wivethp~~e ot Maof~ro~p~-tour (24) Irours in adva~e fw ell InapaUionc antl ahefl rxelve w~ill~ ePFrova~ on infpectim caM betore ~8~ 01 th~ ae:adbs ~~en aMar~n~e, I~aw ~"~~w regu~~atlaiaons ahan not be construed ro he a peimN tor. ~ an ePP~ aeny vblatlm ot the provis~ona PERMR YALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-6933 24 HOURS PRIOR TO INSPECTION o~xumcw.. auic (uK) • 12 ~ al ~IS ir . i Y-O ~Ji/Y MA RAED / IUiFA1F1P WpIC aoao RNTR N94 AT 3e n FltG 24 ~i[ Px1 c. I-izxs siwcrvwi sNOS ' AT Re ON Cdl1IX JI{~ APA RA~ T t ~ PlYYOW FASEYm 10 QI'S U91G 1GE N/LS 0 tY O.G CCA 1REI.TFD IXt'S III 2!' ~0.G RA7FD i'OR OIRECT fitPMO CplGCT ~E4 SIf PlAF . u u_ ~ u u u ! vaoni hz' MW I 3~SMTMru x x rw_ wae acv~. r/ aa ~ r / so ~x aoawc ser,~s ' { ~ 15 6 R~OFHIB FELT Jin'i,v,w,n~ ~ Ir av,m a mn ; u roF s~ b' YEUL RA4dQ ~I s ze an m~me owet a4 axr w I xEwtx I . skn i¢ ro'oe WQO L~CR ~ / SIFa DOOft ~ uTa ccn mutED s[4 e aa' ac w,lk.o / FOR qFECf fROInID CONTAL•T u II 4 FRQN7 ElEVA710N ILTS BUILDING SIZE: 1 Z asss ~ xa• nc N9DTH: LENcn+: zo HEIGHT: ROOF LlVE LOAD: 40 PSF DESIGN WINDLOAD: 90 MAX. EXP. C ROOF PITCH: QETAIL SHEETS REQUIRm: OOOR. L(4 SAL PI.AtE LENcni ~ \ I a0 I ' 1 RDW PLM kss MOIES` 1. PRONOE WW OJtiERS IJm WMMSPWIS rox uws >wo rtz / - rtooF rt,u~ws suac ox FwXxa ~ ~ OIX6lE TX4 lOP MH ~-9"~FFAYMC 1 21' O.G ~ ~,'Z ~A ~M 11 1 YAQ TRY ~ ~ "'"!C~ N.) ' OIMtARIR 9M10 ~ / T-- ~ '1 \ M4, ornax~u soe ww. oow 2 SmE ElEVA710P1 M.T.i w.rr Wcamre ~r MA =UCIIN41 I tlt 1 PANEL TWOESS - 15/SY Wiw w,mw 24/16 inuc mx PEWVQICrn ro Frtnwnc i. uME ~ sc"MtXE z Au ooMSmuena+ ro ee vEx +oca usa UW-css onNOz+ase M~ s a~ rxwnic ~ qt WTiFR !Fi lfE FLLLll1OlC OE90M VNLES (LL0.MJ Po ~ BTS P9 R~313P51 tv ~ ]o P9 Fe ~ !'13 P9 PM~ E - 1,1W.OW P9 G Ii0'.IF 9EATYlC 91N1 BE PFR 93&1MAE SfA~ 1AY011t (MA CQO. t)L D. FMF}CaR VAIl 9EAllOC 9Vll BE bNWIEYP' NMID ttl iRNB1C 11IN m GLV. RN6-SWWK AT E' AT m(f5, AT 17 AT INmtYE)Ir1E SUPPORIS E IU61N0 SaRllUE SiW 10 i0P MlE 2-I60 sn.o m mi ruTE riaa ro E pgl. PIATE ~ tEE AT 16' OB. IE~DEA i!tl AT 1C ~a~oex ro snw s-m a. aoo~xc 1 an ~sx FerRanss s~uces 8. 19 IA ROffN6 iELT G i1PE D 1ETAl ~ NN IXdP mG6 RE(ItAIPFD ALL 9DfS MOF WTitRS NID DONN~qt15 fEVAIED f11R IIH15llRQR IHAM 1W SF.) S tF111ER~L A. E/E(=M PR0CEEDWE5 9U11 CRFF0101 W 09N SfA1bA1~S B{IY➢ER 91/l1 PIRTECI All. ~IT PRaPERY. SIRVCM1RIFS. 51EE15. URfri6. EfC 9. BUXDER R RESPON9RE FOt S1FflY OF BtA➢IMC DtfAIC PRONOE All 310Rp16 OII ~ AS IEG~ NR) PER 0IY0NN6 ~TOS C IF UIpT 5 ~ W1Md 3 fT. OF PROPEPl1' Ht f9S MML 1NLL BE REG.INED. i n. wm arnxs ua REcv roa Au u LAKE~y pl;,}j~ E MNL SGM1FDYIE l0 ff PER 1994 t)BC nn_E: 'RANIC'kP 3TYL.E lJNIT TUFF SHMi Q`RI. 1777 S. HARMSON SlREET SUITE 600 - DENVER, CO 80210 (303) 753-8833 2ca smu~ sws 0 x• ac n \ ~ f~) ~ I1rnFl6 & za• ne ncocH cn~cru x c BUILDING ADDRESS: ` 3321 ~/i v cie ~n t34 ~ _ ~ ~ _ iV sno ~ imnrn 4'-OY!'-0 (Typ,) ~?e'~~ I PRO.ECT N6. 2585 I DA7E 8/12/98 RICHARD kjj WEINGARDT I DRAllef BY: HP CONSULTANTS I ClEGED 8Y: JD I REF. DV& SHFD-5 DEPARTIIAENT OF PLANNING AND DEVELOPMENT BUILCIING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 19TH AVENUE WHEAT RIDGE, CO 80215 F'roperty Owner: R•pi C'pe-tree- Proper!y Address U ku i~a'z C j. Contrector License No. : l c-Z -7 c6 Company : ~ 1 Lc~K 54 e~F t"~,c Building Permit Number : Date : / ,6 - o f - `17 Phone: 2 3 Y. 3a'd Phone : s73 ' 88 33 OWNER/CONTRA(;TOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify ihat the setback distances proposed by this pertnit appliwtion 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; a{+ d and agree to abide by all conditions printed on this applicalion, and th I assume (ull re sibility for com i ce with the Wheat Ridge Building Code (U.B.C.) and all other applica^ple W t Ridge dinan s, (or work under this permit. (OWNER)(CONTRKtTOR) SIGNED-C-- ~ DATE •57 . J~~._~_. Description : ~ ~ Z X Z S-Co,- 4~~ Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Hpproval Zoning ctN ~LaWr, ai.. Approval: Approval : Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : YI1,°ee-{s SeA;r,.4,,, , Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Da;e : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ L~, na-_rRdqRIPe9~ ~Fl~fi~R8gl1lP8UM 0 ~13f~K~CR1iAxl~A (1) This pefmit was Issued In acwrdance with the provisions sel forlh in yoWr applicatbn anE Is suCIM to the laws of the SWte of CobraEO and to Ne Zonirg Requlations anC BuilEiny Code ol Wheat Ridge, Colorotlo or any other applirable orCinances of the Ciry. (2) This permit shall expire A(A) the vrork authonzed is not commenced wiThin sizry (60) Eays trom issue dale or (8) the Ouilding aulhwized is suspeMed or abanEOned lor a perio0 01120 days. (1) ❑ this pertnll ezpires. a new pertnil may De acquired for a lee ol one-hall Ue amoual normalty requrted, poviEed no changes have Deen or vnll be made in the original plans anE specifcalions and any susDension or a0andonmenllus nol exceMed one (t) yeac If chanqes a2 maAe or il wspension or aDandonmeN exceetlx one (t) year, lull (ees shall De paid lor a new permil (n) No work of any rnanner shall De tlone that witl Uange the naWrol Ilow of water rausing a tlrainage Or~lem. (5) Contractor shall notiy the Building Inspector tweny-four (24) hours in advance far all inspecl'wns antl shall receive written approval on inspeclion wN before procFbdi wiU sutcessive pnases oi the'ob. (6) TOe i ce of a permit ar the aOProval o~Cravnngs anE specificatians shall nol be consWed to Oe a permit lor. nar an appmval oC any violaGOn of Ne pmvisions of lhng u es or any other orUma e, law, rule or regulation. ~'L-~ C e uilding Inspector For Mayor THIS PEFtMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION "33 Z ~ V ~urern- c~C I, ~~I ~y~i ~ ~ 1 . . . . \