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10735 W 26th Avenue
' `JOB CODE:I`�-NL 'PERMIT:_��v)J7ADDRESS: I 01 ✓S 0'2V A Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial ? % 1 318 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 ? % 1 404 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. 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 insection before MIDNIGHT (11:59 PM) to receive a� j inspcti n the;BCODE:f�N__ owing business day ERMIT: k (109q� ADDRESS: U (,'.I 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 39;_619- a-o� / 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: q,93 Job Address: /0 7 Permit Number: go/ ®C1//8 7 ❑ No one available for inspecDhime d AM/PM Re -Inspection required: Yes When corrreections ve been made, call forre-inspectionat 303-234-5933 Date: �/ % Inspector: /'� / / � 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: q03 Fg /V / Fto Job Address: to 7-3 j5-ln/ � h �e Permit Number: 12-120? qa 7 LJNo one available for inspe ion: Time c'-' AM/PM Re -Inspection required: (Yes o When correcti - ns have been made, call for re -inspection at 303-234-5933 Date: ; %; Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201709487 PERMIT NO: 201709487 ISSUED: 12/28/2017 JOB ADDRESS: 10735 W 26th AVE EXPIRES: 12/28/2018 JOB DESCRIPTION: Permit to install 5.145 KW roof mounted, grid tied, PV solar system with 21 panels and 1 inverter *** CONTACTS *** OWNER (303)916-4463 FEDAK NESTOR L SUB (888)765-2489 Jared A Miller 110035 SclarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,997.20 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the,property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ' ermit. I further,.aftesfthat I am legally authorized to include all entities named within this document as parties to the work to be p rmed and th�t ill work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ignat re -/of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying ptans 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 "5 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. ;. If this permit expires, a new permit may be required to I 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 field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheat dge MUNITy DEVELOPMENT Building & Inspection Services Division f 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: I ?-h ) -7 Plan/Permit # Plan Review Fee: Building Permit Application �# SC)C), 0`�' — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10735 W 26th Ave, Wheat Ridge Property Owner (please print): Nestor Fedak Phone: 303-916-4463 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/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.) ?a 5.145 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) $ 6997.2 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, 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. 4 CIRCLE ONE- (OWNER) (CO.VTR4CTOR) or (AUTHORIZED REPRESEATIVE) of (OW11ER) /CONTRACTOR2 PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: v DATE: 12/7/2017 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ May 22, 2013 RE: Certification Letter Project: Fedak Residence - Project # 8021682 10735W 26th Ave Wheat Ridge, CO. 80215 To Whom It May Concern, A/- a4 tar lid Alpaya/asa-via~r0taw.) OWP" OW10 suoffp—d ayt/aauoa /o atatoin oI ANroytna 0046 of 6WUN old tlitwad 'tawoulpro 0,7 Auo/oro apo$ Aupmq ayl/o suorsuwtd ayt /o Auo of uapalan Auo 7010nordda uo m 10/ ptwad o aq lou ryoys sua oindwo3 puo suorio*34ds $void/o ionnrado x lrwrad 010 awdnss! aU :su ruteA ale(] I4UIWPX3 sued aPa� Jo; pa ai b - - Oaddd 1N3"40'1303(] ALINn W WCO i�Stl� � ! Ps,a A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: `� � " O �1✓ • Applicable Codes = 2009 IBC/IRC' ASCE 7-05 and 2005 NDS • Roof Dead Load= 1 MPs) • Basic Wind Speed=*cated Exposure Category C ,} • Solar modules = Ain attached drawings. U • Roof Snow Load = 30 psf I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC/IRC. Please contact me with any further questions or concerns regarding this project. Sincerely, John Calvert, P.E. �y Project Engineer :0 43019 Digitally signed by John Calvert Date: 2013.05.22 12:47:04 -06'00' ' ► 41 s City cif ]0�:/heatR@g APPROVED Reviewed fc-Code Comaiiawce Plans Examiner Date V*ldjtyyf PYmi4: The issuance of o Derma or opprovol of plom; specifications and computations shot' not be a permit for, of on oporovol of ony violation to onv of the provisions of the Wilding code or of any City ordinances. Permits presuming to give authority to viciote o/concet the provisions of the Building codes or other ordxwnces of the City sholt not be valid. 5/22/2013 8021682-Fedak.xisx STRUCTURAL DESIGN CALCULATIONS by JOHN CALVERT, P.E. PROJECT: Fedak Residence - Project # 8021682 5.145 kW Roof Mount Solar PV System 10735 W 26th Ave Wheat Ridge, CO. 80215 REPORT PREPARED FOR: SolarCity, Inc. 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 OWNER: Fedak, Nestor 10735 W 26th Ave Wheat Ridge, CO. 80215 (303) 916-4463 PROJECT DESIGNED BY: SolarCity, Inc. 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 mama � a 430, 1 9 Digitally signed by John Calvert Date: 2013.05.22 12:46:29 -06'00' 5/22/2013 Calculations by: GK Reviewed by: JAC Table of Contents 8021682-Fedak.xlsx 1 Wind Load Calculations for Partially/Fuliy Enclosed Structures 2 Solar PV System a Rack Dead Load Determination 3 Roof Dead Load Determination 4 Rafter/Beam Calculations 5 Appendix - Image from Google Earth showing Wind Exposure a Lat/Lon - Seismic Spectral Response data from USGS web site Note: Seismic Check is not required because Ss = 0.229 < 0.49 per 1613.1.1 in 2009 IBC Design Criteria: Designed to 2009 IBC/IRC Dead Load= 10 psf [All MPs] Roof Live load = 20 psf Basic Wind Speed =100 mph Exposure Category C Roof Snow Load = 30 psf 5/22/2013 8021682-Fedak.xisx Wind 4 ASCE7-2005 C&C Partially/Fully Enclosed Structure Wind Design Input Variables Calculations and Values Required Variables Design Wind Pressures based upon: mean roof height, ft 15 ASCE 7-05 Chapter 6 Wind Loading Exposure Category (6.5.6.3) C Basic Wind Speed (Figure 6-1 or local data) 100 Equation 6.5.12.4.1 : h<60 ft Comp. and Cladding Elements Importance Factor (1 for residential) 1 Wind Pressure P = qh*(G*Cp) Roof Shape Gable/Hip 6.5.10: Velocity Pressure Panel Tilt (degrees) 18.4 deg qh = 0.00256*Kz*Kzt*Kd *VA 2*1 Roof Zone 2 contiguous sq. feet of array 18 From Table 6-3: least width of the building 40 Kz = 0.85 From Figure 6-4: Kzt = 1.00 Local Topographical Features From Table 6-4: (choose "standard " or refer to pictures right, and below) Kd = 0.85 type of hill none From figure 6-1: Hill Height (h) (ft) V= 100 slope of hill (degrees) From table 6-1: horizontal distance from hilltop to house(x) I = 1 height from bottom of hill to mean roof height(z) From Velocity Pressure Equation: qh = 18.50 Design Wind Pressures From Figure 6-19A P (lbs. per sq. ft.) = qh*Cn*G Cn (down) = 0.45 Pd (downforce pressure) = 8.31 Cn (uplift) = -1.57 Pu (uplift pressure) = -29.11 From 6.5.8.1 G = 0.85 Max Tra Max Uplift Force on 4_S /e Standoff Pmax (lbs.) = Amax*Pu + 0.6*PL*COSO Yingli YL245P-29b Pmax = -357 Amax (sq. ft.) = X*Y Factor of Safety = FI*D*NI/Pmax Fastner Type: Hex Lag Screw (Per Plans) X (distance between standoffs in ft.) 4.00 Fastener Diameter: 5/16" - 2.5" Min Embed Y (distance between standoffs in ft.) 3.25 250 = FI (pullout capacity of fastener (lbs/inch)) Amax = 13.00 2.5 = D (minimum fastener thread depth) 1 = NI (number of fasteners per standoff) 1.75 = Factor of Safety Dead Load Calculations Point Load Calculations DL (lbs/sq. ft.) = (Mm+Mh)/(L*W) L (length of Yingli YL245P-29b modules) 5.41 PL (Ibs) = Amax*Loading W (width of Yingli YL245P-29b modules) 3.25 PV PL = 39 Mm (weight of Yingli YL245P-29b modules) 43.65 B Version 1_8 Mh (weight of hardware per module) 8.99 DL= 3.00 5/22/2013 8021682-Fedak.xlsx ZEP DL 1 CALCULATION OF SOLAR PHOTOVOLTAIC ROOFTOP SYSTEM DEAD LOAD All MPs MODULE AND STAND-OFF CHARACTERISTICS Module Make & Model Panel Configuration: Nmod = 21 Lmod = 5.41 ft Wmod = 3.25 ft Amod = 17.58 sf Wtmod = 43.65 Ib DLmod = 2.48 psf Yingli YL245P-29b Zep Array Quantity of Yingli YL245P-29b modules Length of one Yingli YL245P-29b module Width of one Yingli YL245P-29b module Area of one Yingli YL245P-29b module Weight of one Yingli YL245P-29b module Unit dead load of Yingli YL245P-29b modules Solar Rail Make & Model: SolarCity Rail Solar Rail Configuration: X -X Solar rails running in X -X direction Wtra;i = 0.68 plf Unit weight of aluminum solar rail, plf Stand-off Make & Model: ZEP Cs Comp Wtstandors = 1.75 Ib Unit weight per stand-off assembly PANEL AND RACK SYSTEM GEOMETRY 0 = 18.4 deg Tilt of panel system from horizontal Hroof = 18.4 deg Slope of roof mounting surface hmin = 0.33 ft Least panel height above roof surface (vertical dimension) hmax = 0.33 ft Greatest panel height above roof surface (vertical dimension) h = 0.33 ft Mean panel system height above roof surface (vertical dimension) Lx_x = 16.24 ft Array length in X -X Direction Sx_x = 4.00 ft Standoff spacing in X -X Direction Ns,x-x = 5 Number of standoffs in X -X Direction Ly_y = 22.74 ft Array length in Y -Y Direction (actual dimension at panel tilt 0) Lh,y_y = 21.57 ft Horizontal projection of array length in Y -Y Direction Sy_y = 3.25 ft Standoff spacing in Y -Y Direction Ns,y_y = 14 Number of standoffs in Y -Y Direction 5/22/2013 8021682-Fedak.xlsx ZEP DL 2 DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS COMPONENT AREAS, LENGTHS, AND QUANTITIES Asystem = 369 sf Gross area of solar PV system Amodues = 369 sf Net area of solar modules only Nra;, = 6 Number of solar mounting rails Lra;, = 97 ft Approximate total length of solar mounting rail Nstandoff = 70 Number of stand-off assemblies DEAD LOAD CALCULATION Weight of Hardware per Solar Module = 8.99 Ib Weight of Modules per square foot of PV System = 2.48 psf Weight of Hardware per square foot of PV System = 0.51 psf Total Seismic System Weight per square foot = 2.99 psf Length or Unit Component Component Quantity Weight Weight, Ib Solar Modules 21 x 43.65 Ib = 917 Solar Rails 97 ft x 0.68 plf = 66 Stand-off Assemblies 70 x 1.75 Ib = 123 Subtotal for Hardware = 189 Ib Total System Seismic DL = 1105 Ib Weight of Hardware per Solar Module = 8.99 Ib Weight of Modules per square foot of PV System = 2.48 psf Weight of Hardware per square foot of PV System = 0.51 psf Total Seismic System Weight per square foot = 2.99 psf 5/22/2013 8021682-Fedak.xlsx Roof DL 7 DETERMINATION OF DEAD AND LIVE LOADS: All MPs DEAD LOAD Element Materials Wt. (psf) Roof: Comp Shingle 6.00 Roofing Paper 0.50 1/2 in. Plywood or OSB 1.50 2 x 4 @ 24 in. o.c. 0.73 Miscellaneous 1.27 10.00 Roof Pitch 4:12 1.054 Dead Load @ Roof Pitch = 10.54 Ceiling: 2 x 4 @ 24 in. o.c. 0.73 Insulation 1.42 5/8 in. Gypsum Board 2.80 Miscellaneous 1.50 6.45 (Top Chord) 18.4 deg (Bottom Chord) LIVE LOAD IBC 1607.11.2 Lo = 20 psf Atr;b = <= 200 sf R, = 1 R2 = 1 Lr = Lo * R, " R2 = 20 psf Unfactored: Dead Snow COMPANY PROJECT 179 430 WoodWorks° 78 159 Factored: Total 456 May 22, 2013 08:16 8021682-Fedak-MP1.wwb 614 237 Design Check Calculation Sheet Wood Works Sizer 9.3 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 668 668 668 Capacity tern Start End Start End UDL DL Dead Full Area No 897 10.00 ;24.0)* psf 501 SL Snow Full Area Yes 614 30.00 f24.C)* psf Anal/Des PVDL Dead Point No 10.58 40 lbs 0.52 PVDL2 Dead Point No 13.67 20 lbs 1.00 PVDL3 Dead Point No 16.75 40 lbs #15 PVDL4 Length Dead Point No 19.92 20 lbs 0.50* Min req'd Self -weight 0.50* Dead Full 0.52** 0.50* Cb 1.75 *Tributary Width (in) 1.72 1.72 Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 1.00 Cb min 22'-2" - - - ---- - ��- - - - - - -�� 1.72 1.72 1.00 Cb support 1.25 1.25 0' 2'-2" 9'-2" i4`-11" 1.25 20'-11" 625 625 625 625 *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 -soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 22'-2.0"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] Unfactored: Dead Snow 121 334 179 430 210 404 78 159 Factored: Total 456 609 614 237 Bearing: F'theta 668 668 668 668 Capacity UDL No 1.2 plf Unfactored: Dead Snow 121 334 179 430 210 404 78 159 Factored: Total 456 609 614 237 Bearing: F'theta 668 668 668 668 Capacity Joist 877 897 901 501 Supports 586 609 614 586 Anal/Des Joist 0.52 0.68 0.68 0.47 Support 0.78 1.00 1.00 0.40 Load comb #13 #8 #15 #12 Length 0.50* 0.52 0.52 0.50* Min req'd 0.50* 0.52** 0.52** 0.50* Cb 1.75 1.72 1.72 1.00 Cb min 1.75 1.72 1.72 1.00 Cb support 1.25 1.25 1.25 1.25 Fop sup 625 625 625 625 ❑ I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 8021682-Fedak-MP1.wwb WoodWorks® Sizer 9.3 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Design Value Analysis/Design Shear fv = 85 Fv' = 207 fv/Fv' = 0.41 Bending(+) fb = 1160 Fb' = 1785 fb/Fb' = 0.65 Bending(-) fb = 1424 Fb' = 1769 fb/Fb' = 0.81 Deflection: - - 1.00 1.00 - 12 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Interior Live 0.23 = L/382 0.37 = L/240 0.63 Total 0.29 = L/309 0.49 = L/180 0.58 Cantil. Live -0.20 = L/135 0.23 = L/120 0.88 Total -0.23 = L/119 0.30 = L/90 0.75 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 15 Fb'+ 900 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb1- 900 1.15 1.00 1.00 0.991 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC 415 = D+S (pattern: SsSS), V = 319, V design = 296 lbs Bending(+): LC #12 = D+S (pattern: sSsS), M = 296 lbs -ft Bending(-): LC #8 = D+S (pattern: sSSs), M = 364 lbs -ft Deflection: LC #12 = (live) LC #12 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. 5/22/2013 8021682-Fedak.xlsx USGS 9 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.754958 Longitude = -105.118166 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.229 (Ss, Site Class B) 1.0 0.058 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.754958 Longitude = -105.118166 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.6 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.366 (SMs, Site Class D) 1.0 0.139 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.754958 Longitude = -105.118166 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.6 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.244 (SDs, Site Class D) 1.0 0.093 (SD1, Site Class D) IMP 0 r— 0 C) 1v ABBREVIATIONS ELECTRICAL NOTES INDEX LICENSE JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLANPV2 TYPE EC # 8041 BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING STRUCTURAL VIEWS ," : City of CONC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS �r�rWheatRdge C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 ELECTRICAL CALCULATIONS CommuNm DmuwmENT D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED Cutsheets Attached APPROVED DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. ECIC EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY-RECOGNI ZED TESTING Reviewed for Code Compliance (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT G ELECTRICAL METALLIC TUBING SOLAR GUARD METER COMPLIANCE WITH ART. 110.3. 4• CIRCUITS OVER 250V TO GROUND SHALL GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(6) / l GEC GROUNDING ELECTRODE CONDUCTOR 5, DC CONDUCTORS EITHER DO NOT ENTER Date GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC yajw ,n ,mn rneRsuanceo/ac�n ro,apPru�o)Pan„pedlKao�s at iaa��n I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). 1. THIS SYSTEM IS GRID—INTERTIED VIA A a.ern,Pati„�n,shall not bee pem„1/ol.ar anOPP-aVof'if, —Y to, a” of the provisions of the building code or of any Crty orchnanres Permits Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN UL -LISTED POWER -CONDITIONING INVERTER. presuming to give authority to violatCofconcelthe provisions ofthe ouilding ordinances of the City shall not be V0104. INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. codes or other Isc kVA kW LBW SHORT CIRCUIT CURRENT KILOVOLT AMPERE KILOWATT LOAD BEARING WALL REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND INVERTER INPUT CIRCUIT ARE UNGROUNDED. 4. SOLAR MOUNTING FRAME E GROUNDED 5. ALL WORK TO BE DONE TO 2009 IN RNATIONAL MIN MINIMUM I HARDWARE. MIR (N) MIRROR NEW 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, BOXES, ETC.) SHALL BE GROUNDED USING BUILDING CODE. 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE 2011 NATIONAL ELECTRIC CODE. r NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED OC ON CENTER RAIL. P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PVC PHOTOVOLTAIC POLYVINYL CHLORIDE AND GROUNDED AT THE MAIN ELECTRIC PANEL. 10. THE DC GROUNDING ELECTRODE CONDUCTOR S SUBPANEL SHALL BE SIZED ACCORDING TO ART. VICINITY MAP SCH SCHEDULE 250.166(8) & 690.47. SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATER TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT - 3R NEMA 3R, RAINTIGHT BY DATE COMMENTS REV A NAME */20/2013 COMMENTS z CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER:J B- 8 0 216 8 2 00 PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE FEDAK, NESTOR FEDAK RESIDENCE Kevin Lichtenstein 40-"W' MARKET: RES MODULES: 21 YINGLI YL245P-29b YGE-Z 60 BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 10735 W 26TH AVE 5.145 KW PV Arra y '„ SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80215 PROJECT MANAGER: MOUNTING SYSTEM: 3055 Cleorvew Way San Mateo, CA 94402 THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Com Mount Type G PAGE NAME: SHEET: REV: PATE: PAYMENT TYPE: PPA INVERTER POWER—ONE # AURORA PVI-4.2—OUTD—S—PS—Z PERMISSION OF SOLARCITY INC. 303 916-4463 � COVER SHEET 5/20/20131 PV 1(888)—SOL—CITY T:(650) 638-1028 F:(650) 638-1029 (765-2489) www.solarcity.com IMP 0 r— 0 C) 1v I I Front Of House PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comq Shinqle STORY: One WED AND SIGNED STRUCTURAL ONLY 43019 Digitally signed by John Calvert Date: 2013.05.22 12:44:50 -06'00' I Fr-Fnin 0 (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Ing & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS JUNCTION BOX O DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING LC LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN N W E S 01, 10, r�� rr ��r✓iii%� iairi �;; < - -arc CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT E 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. n JOB NUMBER: J B-8021682 O� PREMISE OWNER: AHJ: DESCRIPTION: FEDAK, NESTOR FEDAK RESIDENCE 10735 W 26TH AVE 5.145 KW PV Array WHEAT RIDGE, CO 80215 PAIS NAME: S -Z (303) 916-4463 SITE PLAN DESIGN: Kevin Lichtenstein `" "No �- -��SolarCity. o MARKET: RESI MODULES: 21 YINGLI YL245P-29b YGE—Z 60 PROJECT MANAGER: MOUNTING SYSTEM: Comp Mount Type C 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CITY(765-2489) www.solarcity.com SHEET: REV: DATE: PV 2 5/20/2013 PAYMENT TYPE: PPA INVERTER: POWER -ONE #AURORA PVI-4.2-OUTD-S- SIDE VIEW OF MP1 TOP CHORD: 2x4 /q SUPPORT: 2x4, WEB MAX SPAN: 7'-0" 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 51 STANDOFF (E) 2x4 TOP CHORD @ 24" O.C. (E) 2x4 (E) 2x4 BOTTOM CHORD @ 24" O.C. INSTALLATION ORDER JOB NUMBER: J B— 8 O 21 682 O O (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. .��le' CONTAINED SHALL NOT BE USED FOR THE 02) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. Kevin Lichtenstein (3) INSERT FLASHING. NOR SH LL ANYONE EXCEPT IN WHOLE INC., SHALL IT BE DISCLOSED WHOLE OR IN 10735 W 26TH AVEo 5.145 KW PV Array (4) PLACE MOUNT. E PART IZ OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH (5) INSTALL LAG BOLT WITH SEALING WASHER. W NSTALL LEVELING FOOT WITH BOLT & WASHERS. 4'-0" 2' (E) 2x4 TOP CHORDS @ 24" SPACING FRONT VIEW OF MP1 STAMPED AND SIGNED FOR STRUCTURAL ONLY SCALE: 1/2" = 1' AI. Digitally signed by John Calvert Date: 2013.05.22 12:44:07 -06'00' CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B— 8 O 21 682 O O PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: .��le' CONTAINED SHALL NOT BE USED FOR THE FEDAK, NESTOR FEDAK RESIDENCE Kevin Lichtenstein MARKET: REST MODULES: 21 YINGLI YL245P-29b YGE—Z 60 NOR SH LL ANYONE EXCEPT IN WHOLE INC., SHALL IT BE DISCLOSED WHOLE OR IN 10735 W 26TH AVEo 5.145 KW PV Array 'r'SolarCiBENtyNOR E PART IZ OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE CO 80215 r PROJECT MANAGER: MOUNTING SYSTEM: S3055 Cleateo, CA9Way on Mo28 CA 9 STY THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Comp Mount Type C PACE NAME: SHEET: REV: DATE PAYMENT TYPE: PPA INVERTER: I POWER—ONE # AURORA PVI-4.2—OUTD—S—PS—Z PERMISSION OF SOLARgINC. (303) 916-4463 STRUCTURAL VIEWS PV 3 5/20/2013 T:(650) ) 636-10294402 (668)-SOL—CITY (765-2489) www.solaraity.aom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 EGC/GEC TO (E) GROUND E 200A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 — ( 1) POWER–ONE # AURORA PVI-4.2–OUTD–S–US–Z LABEL: A — (21) YINGLI / YL245P-29b YGE–Z 60 Module; 245w, 221.6W PTC, H4, 46mm, Black Frame, ZEP Enabled TYPE EC # 8041 ROD AT PANEL WITH IRREVERSIBLE CRIMP �E� 200/2P MAIN CIRCUIT BREAKER Inverter, 4200w, 240v, 969. VOC: 37.g INV 2 Vpmox: 30.2 Meter Number: 64 293 680 *MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN Underground Service Entrance INV 3 THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM. MAIN SERVICE PANEL Inverter 1 IND (E) WIRING MILBANK 20OA/2P Meter Socket CUTLER—HAMMER 4 Disconnect 3 POWER—ONE AURORA PVI-4.2—OUTD—S—US—Z T DC+ DO NOT ADJUST MIN. ACTIVATION MP V LTAGE DC. 1St ing(s) Of it Gn MF 1 (E) LOADS A B zaav –EGC– �--------------------- —------- – – – _ – – – – –J L2 ' `� GFP/GFCI Do' I 01 25A/2P T – – GND – – – – – – GND – — – – – – – – – – – – – – – N DC- i – – – – – – _EGC_/ _ _ DC, GEC DC_ 2 DC+ 22NOT ADJUST MIN. AC NATION V LTAGE DC- 1 String(s) Of 10 On MP 1 A Q C_ B GND _ _ EGC _ _ ---- ------ ---------------_EG ——————————— — — — — — J I I (1) Conduit Kit; 3/4" EMT N I EGC/GEC_ J z z c� --- GEC --� TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I POI ( i) SQUARE D III HOM225 PV BACKFEED BREAKER A ( i) MILBANK / U4801—XL-5T9 /� D� Breaker, 25A/2P, 2 Spaces Meter Socket; 200A, /6-350, Ringless /-� (1) CUTLER–HAMMER / DG221URB Disconnect; 30A, 240Vac, Non–Fusible, NEMA 3R — ( 1) CUTLER–HAMMER I DG03ONB Ground/Neutral Kit; 30A, General Duty (DG) ( 1 ) AWG /10, THWN-2, Black O (1 ) AWG #10, THWN-2, Red ( 2 ) AWG /10, PV WIRE, Back (1) AWG X10, Solid Bare Copper EGC Voc = 415.8 VDC Isc = 8.63 ADC Vmp = 332.2 VDC Imp= 8.11 ADC (1 ) AWG /10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp = 20 AAC (1 ) Conduit Kit; 3/4' EMT — (1 ) AWG /8, THWN-2, Green EGC/GEC — ( 1 ( t) THWN-2. Black ) Conduit Kit; 3/4' EMT (2) AWG /10, PV IWRE, Flack Ort (1) AWG X110, Solid Bare Copper EGC Voc = 378 VDC Isc = 8.63 ADC Vmp = 302 VDC Imp= 8.11 ADC AWG i6. ®� ( , j ABG #6, THWN-2, Red (1 ) Conduit Kit; 3/4' EMT ( 1) AWG /6. THWN-2. White NEUTRAL Vmp =240 VAC Imp = 29 AAC — (.1) AWG A THWN-2, Green EGC/GEC — ( t) Conduit Kit; 3/4' EMT CONFIDENTIAL – THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE Joe NUMBER: JB -8021682 00 PREMISE OWNER: FEDAK, AHJ: NESTOR DESCRIPTION: FEDAK RESIDENCE DESIGN: Kevin Lichtenstein +– w l.,+,`SolarCity MARKET: MODULES: BENEFNOR IT OF ANBENE EXCEPT IN ARRCOLE OR IN 10735 W 26TH AVE 5.145 KW PV Arra Y REST 21 YINGLI YL245P-29b YGE–Z 60 PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80215 PROJECT MANAGER: MOUNTING SYSTEM ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C PAGE NAME: 3055 CJearview Way Son Mateo, CA 94402 SHEET: REV: DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S -Z (303) 916-4463 STRUCTURAL VIEWS PV 4 5/20/2013 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com PAYMENT TYPE: INVERTER: POWER–ONE # AURORA PVI-4.2–OUTD-S- PPA 1. Conductor Sizing per Art 690.8(A) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current. b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampocity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminations are rated at 90' C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(A) a. Conductor must have 30 deg. C ompacity >= 125% of continuous current_ b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All branch terminations are rated at 75' C min. ------------------------------------------ 4. OCP Sizing a. Round up to next size per Art 240.4(B) ------------------------------------------ 5. Conductor Sizing per Art 690.8(A) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current. b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(8) 7. Conductor Sizing per Art 690.8(A) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current. b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. ELECTRICAL CALCULATIONS Module: 21 Yin li YL245-29b YGE-Z g 221.6 Inv Power WPTC '��ti,' Voltage Drop Calculations Version 5_8.0 Vdrop = Imp) 2 * Length) Resistance / (Vmp) I Imp A Max. Length (ft) ire String: 1 8.11 1 75 AWG 10 at Max Ave Hi:86 Vdrop = 8.11 * 150 * 0.00124ohms / 272.102 0.55 Branch: 1 8.11 0 1 AWG -10 at Max Ave Hi:86 Vdrop = (8,11 * 0 * 0.001240hms) / 272.102 0 Total voltage dropin DC conductors = 0.55 Inverter: I 8.11 20 1 AWG_f0j at 240V Vdrop = ( 8.11 * 40 * 0.0012 Ohms) 240 V 0.1622 Combined: 0 0 1 at 240V Vdrop = (0 * 0 Ohms) / 240 V 0 Total voltage drop in AC conductors = G.16 Total voltage drop in AC and DC conductors = 0.72 deg F deg F Inverter 1: 1 Power -One PVI -4.2-S 0.96 4800 4467.46 Module: MODULES: 21 YINGLI YL245P-29b YGE-Z 60 BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Inverter 2: SolarC�ty. Module: PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATIGN, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80215 Inverter 3: o Module: MOUNTING SYSTEM: 3055 Clearvew Way San Mateo, CA 94402 Inverter 4: Comp Mount Type C Total: 21 Modules Total Inv Pwr-I 4800 14467.46 1 PTC Photovoltaic Module Electrical Specifications: Total STC: 5145 Voc: 37.8 V deg F deg C Vmp: 30.2 V Record Low Temp: -23 -31 Isc: 8.63 A Max Average Hi Temp: 86 30 Imp: 8.11 A Record Hi Temp: 95 135 Tvoc: -0.12474 V/deg C Tisc: 5.178 mA/deg C String Type A and 2 Combined Strings Type A Power -One PVI -4.2-5 10 Yingli YL245-29b YGE Z Voc= 378 Vmp= 302 Isc= 8.63 Imp= 8.11 Icont= 10.79 Art 690.8(A)(1) Voc Correction Method: Voc Correction Factor: Inverter Min Vdc Input: Min Vmp at Max Temp: Max Voc at Min Temp: Inverter Max Vdc Input: Max String Size: 1 -way wire length: Manuf Tvoc data Branch Circuit Type A 1 strings per branch 1 10 modules per series string Voc= 378 V Vmp= 302 V Isc= 8.63 A Imp= 8.11 A (cont= 10.79 A 1 way wire length: 0 1 strings per branch 2 11 Imodules per series string Voc= 415.8 V Vmp= 332.2 V Isc= 8.63 A Imp= 8.11 A Icont= 10.79 A Art690.8(A)(1) (303) 916-4463 ELECTRICAL CALCULATIONS PV 5 5/20/2013 120 272.1 447.85 600 13 75 1.a Conductor: AWG -10 (cont * 1.25 = (Amps) 30 deg C ampacity = PV Wire 13.48 401 2.a Conductor 1: AWG -10 Conductor 2: AWG -10 (cont * 1.25 = (Amps) 30 deg C ampacity = PV Wire PV Wire Conductor 1 Conductor 2 13.481 13.48 401 40 1.b Icont= (Amps) Start ampacity Temperature derate (%=F)0.71 Conduit fill derate (%=#) Derated ampacity 10.79 40 1 28.4 2.b Icont= (Amps) Start ampacty Temperature derate (%=F) Conduit fill derate (°/o=#) Derated ampacity 10.79 10.79 40 40 0.76 0.76 0.8 0.8 1.c Icont * 1.25 = (Amps) Ampacity 13.48 40 24.32 24.32 2.c Temp table Icont*1.25= (Amps) Ampacity Term 1 Term 2 75de C 75degC 13.48 13.48 35 35 1.d Icont * 1.25 = (Amps) OCP Size = 13.48 15 Inverter Type A Output 1 way wire length: 10 ft Art 690.8(A)(1) 2.d OCP Size = 151 15 Power -One PVI -4.2-S Combined Inverter Output Service Voltage= Total Inverter Power= 1 way wire length= Icont = # of inverters*max inverter current Art 690.8(A)(1) (cont = (Amps) 0 Icont = 20 A 3.a Icont * 1.25 = (Amps) OCP Size = 25 Art 690.8(B)(1) Art 240.6(A) 25 3.b Conductor: AWG -10 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 25 40 4.a Icont*1.25 = (Amps) OCP size = Art 690.8(8)(1) Art 240.6(A) 3.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 20 4.b Conductor: Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 40 0.91 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 1 36.4 3.d Icont * 1.25 = (Amps) Ampacity 25 25 35 4.d Icont * 1.25 = (Amps) Ampacity CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -8021682 O O PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: '��ti,' CONTAINED SHALL NOT BE USED FOR THE FEDAK, NESTOR FEDAK RESIDENCE Kevin Lichtenstein MARKET: SI REST MODULES: 21 YINGLI YL245P-29b YGE-Z 60 BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 10735 W 26TH AVE 5.145 KW PV Array SolarC�ty. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATIGN, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80215 o PROJECT MANAGER: MOUNTING SYSTEM: 3055 Clearvew Way San Mateo, CA 94402 THE SALE AND USE THE RESPECTIVE Comp Mount Type C PAGE NAME: SHEET: REV: DATE: PAYMENT TYPE: PPA INVERTER: POWER -ONE # AURORA PVI-4.2-OUTD-S-PS-Z SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T, PERMISSION OF SOLARCITY INC. (303) 916-4463 ELECTRICAL CALCULATIONS PV 5 5/20/2013 T:(650) 638-1028 F:(650) 638-1029 (888) -SGL -CITY (765-2489) www.solarcity.com DY_.r l��s r'�Jlli� h�n�l�d9dFii 'j_:e Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location.- (AC) ocation:(AC) (POI) Per Code: NEC 690.17(4) (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR I `� ,i!- 3055 Com', ❑M THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� S�MA rnMz IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO XCEL Label Set �r.���Solarcity Tc>OLS ITYso�s®oz �soo��or_ EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� S115 a SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. r Label Location: Label Location: C POI Per Code: -f icy Per Code: NEC 690.31.E.3 °'Y! NEC 690.64.B.4 Label Location: (DC)(INV) Per Code: NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM Label Location: CONNECTED AM (DC) (INV) 'CO) n I r�,lo ,� _..-` (0)IK, Per Code: NEC 690.53 Label Location: (DC) (INV) b IPer a a + r as i. _ Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED Label Location: (AC) PHOTOVOLTAIC SYSTEM DY_.r l��s r'�Jlli� h�n�l�d9dFii 'j_:e Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location.- (AC) ocation:(AC) (POI) Per Code: NEC 690.17(4) (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR I `� ,i!- 3055 Com', ❑M THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� S�MA rnMz IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO XCEL Label Set �r.���Solarcity Tc>OLS ITYso�s®oz �soo��or_ EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� S115 a SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. r YG Z 6 O YL250P-29b YL245P-296 CELL SERIES YL245P-29b YL23SP-296 YL230P-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. Lower your parts count - eliminate rails, screws, mounting clips, and grounding hardware. Design and permit projects easily with access to layout calculator and stamped drawings. Z AN Lower installation costs with savings across equipment and labor. 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. 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. AC SOLUTION OPTION The YGE-Z Series is now available as 10 -year limited product warranty. han Enphase Energized'" AC Solution. This solution delivers optimum performance and integrated intelligence. In compliance with our warranty terms and conditions. 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. UL 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 Intelli ent real-time LISTED.L,.' 9 cr"rna,rxrncsx�xiva monitoring at the system 44DD - -- and module level Enlighten. YINGLISOLAR.COM/US 'Yingli Americas 901 0 YGE-Z 60CELL SERIES ELECTRICAL PERFORMANCE Moduletype YL250P-29b YL245P-29b YL240P-29b YL235P-29b YL230P-29b Power output - _ P,,,,,, - W 250 '.I 245 240 _ 235 230 _ Power output tolerances AP_ W -_- -� -- -n^ _ 47 in 0190 mm) Box weight �,, 1076 lbs (488 kg) -- Module efficiency % 15.3 - 15.0 � 14.7 14.4 � 14.1 Voltage at P. V_n V 30.4 `30.2 29.5 29.5 29.5 Current at P. I- A 8.24 8.11 8.14 7.97 - - - 7.80 Open- rat voltage V_ - V 38.4 1 37.8 37.5 37.0 37.0 Short-circuit current IR A 8.79 8.63 8.65 8.54 8.40 STC: 1000W/m2 irradiance, 25°c cell temperature, AM1.59 spectrum according to EN 60904-3 Average mlaave efficiency red -on of 5,0% at 200W/m2 according to EN 60904-1 Electrical parameters at Nominal Operating Cell Temperature (NOCT) Power output P- W 181.1 177.9 174.3 170.7 167.0 Voltage at P. v..v. V 27.6 27.2- 26.6 26.6 26.6 Current at Pm.. I— A 6.56 6.54 6.56 6.42 -. 6.29 Oper-a oit vcttage V_ V - - _ 35.4 34.5 - 34.233.8 �I 33.8 Shorttircuk current 1. A 7.12 6.99 7.01 6.92 ~6.81 NOCT open-orcuit module operation temperature at 800W/mt irradiance, 20°C ambient temperature, 1 m/s wind speed THERMAL CHARACTERISTICS J Nominal operating call temperature NOC °C 46+/- 2 Temperature coefficient of P. y °G/°C -0.45 Temperature coefficient of V. Pw. %J°C -0.33 Temperature coefficient of k. a.. %/°C 0.06 Temperature coefficient of V„va 3- - %/°C 0.45 OPERATING CONDITIONS Max. system voltage - �- 600V - Max. series fuse rating 15A Limiting revere current 15A Operating temperature range 40 to 194°F (-40 to 90°C) Max. static load, front (e.g., snow and wind) 50 psi (2400 Pa) Max. static load, back (e.g., wind) 50 paf (2400 Pa) Hailstone impact 1 in (25 mm) at 51 mph (23 m/s) CONSTRUCTION MATERIALS Powered by YINGLI GENERAL CHARACTERISTICS Dimensions(L/W/H) 64.96,n (1650 mm)/ 38.96 in(990 mm)/ 1.81 in (46 mm) Weight 45.2 lbs (20.5 kg) PACKAGING SPECIFICATIONS Number of modules per pallet 22 Number of pallets per 53' container 36 Packaging box dimensions (L/W/H) 67 in (1 700 mm) / 45 in (1150 mm) / 47 in 0190 mm) Box weight �,, 1076 lbs (488 kg) Units: inch (mm) Front cover (material/type/thickness) Low -iron glass / tempered / 3.2 mm Glass may have anti -reflective coating 11 1 Cell (quantity/materiaVtype/dimensions/ 60 / polysilimn / multicrystalline / area/N of busbars) 156 mm x 156 mm / 243.3 cm' / 2 or 3 Encapsulant (material) Ethylene vinyl acetate (EVA) Frame (material/color) Anodized aluminum alloy / black Junction box (protection degree) aIP65 Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Cable (typeAength/gauge/outside diameter) W Wire / 43.31 in 0100 mm) / 12 AWG / 0.244 in (6.2 mm) Plug connector Amphenol / H4 / IP68 Our Partners (manufacturer/type/protection degree) The spedfications 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 YINGLI SOLAR*w YINGLISOLAR.COM/US I NYSE:YGE ®Yingli Green Energy Holding Co. Ltd. 1 YGEZ60Cei[Series2Ol2_EN 201206 VO1 U.S. Soccer Powered by Yingli Solar Power- We Renewable Energy Solutions AURORA 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 �yg home -owners to get the most efficient energy harvesting for the�FP�!�/� 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 i Is the dual input section to process two strings with independent usummomEme MPPT especially useful for rooftop installations with two different orientations (ie East and West).The high speed MPPToffers real-time power tracking and improved energy harvesting. ` The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub -arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor 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 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 Vohage 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 Wiring Termination output Side (AQ Grid Connection Type Adjustable Voltage Range (Vmin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current (lacmax) 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 Over -Voltage Protection Type Maximum AC CCPD Rating Effrdency Maximum Efficiency CEC Efficiency Operating Performance Stand-by Consumption Nighttime consumption Communication User -Interface Remote Monitoring (1xRS48S incl.) Wired Local Monitoring (1xRS48S incl.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Attitude without Derating Mechanical Specifications Enclosure rating Cooling Dimensions (H x W x D) Weight Mounting System Conduit Connections*** W 3000 3600 4200 W 3000 3300** 3300** 3600 4000** 4000** 4200 4600** 4600** V 208 240 277 208 240 277 208 240 277 Wail bracket 2 2 2 W 2000 3000 3000 V 600 600 600 V 200 (adj. 120-350) 200 (adj. 12G-350) 200 (adj. 120-350) V 160-530 120-530 140-530 V 0.7xVstart-580 0.7xVstart-580 0.7xVstart-580 A 20 32 32 A 10 16 16 A 12.5 20 20 2 Pairs (1 on -S version) 2 Pairs (1 on -S version) 2 Pairs (1 on -S version) Terminal block Pressure Clamp, AWG10-AWG4 10/2W Split- 10/2W Split- 10/2W 10/2W Split - 10/2W 10/2W 0/3W 0/3W 0/3W V 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211-264 244-304 Hz 60 60 60 Hz 57-60.5 57-60.5 57-60.5 Awns 14.5 14.5 12 17.2 16 16 20 20 20 > 0.995 > 0.995 > 0.995 % <2 <2 <2 Terminal block, Pressure Clamp, AWG10-AWG4 Yes Yes Yes Varistor, 2 for each channel Varistor, 2 for each channel Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL1741AEF1547 Meets UL1741/IEE1S47 Meets UL1741/IEEIS47 requirements requirements requirements Varistor, 2(LI-L,/Li-G) Varistor, 2(LI-Lz/Li-G) Varistor, 2(LI-Li; L, - G) A 20 20 15 25 20 20 25 25 25 % 96.9 97 97 % 96 96 96 Wn <8 <8 <8 Wwas <0.6 <0.6 <0.6 16 characters x 2lines LCD display AURORA -UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI -DESKTOP (opt.) PVI -DESKTOP (opt.) with PVI-RADIOMODULE (opt.) -13 to +140 (-25 to +60) with -13 to +140 (-25 to +60) with -13 to +140 (-25 to +60) with °F (°C) derating above 131 (55) derating above 131 (55) derating above 113 (45) 'F ('C) -40 to 176 (-40 to +80) -40 to 176 (-40 to +80) -40 to 176 (-40 to +80) %RH 0-100 condensing 0-100 condensing 0-100 condensing db(A)@1m <50 <50 <50 ft(m) 6560 (2000) 6S60(2000) 6560 (2000) in (mm) 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 Swttch and Wiring Box With DC Switch and Wiring Box 'All data is subject to change without notice *' Capability enabled at nominal AC whage and with sufficient DC power available "' When equipped with optional CC Switch and W ring Box NEMA 4X NEMA 4X NEMA 4X Natural Convection Natural Convection Natural Convection 33.8 x 12.8 x 8.7 (859 x 325 x 222) -S Version <47.3(21.3)-S version <47.3(21.3)-5 version <47.3(21.3)-S version Wall bracket Wail bracket Wall bracket Trade size KOs: (2ea x 1/21 and Trade size KOs: (tea x 1/21 and Trade size KOs: (tea x 1/2') and (2ea x 1-1/4' 3 places side, front, (2ea x 1-1/4° 3 places side, front, (2ea x 1-1/4, 3 places side, front, rear) rear) rear) 25/600 25/600 25/600 Transformerless (Floating Array) Transformerless (Floating Array) Transformerless (Floating Array) UL 1741, CSA -C22.2N. 107.1-01 UL 1741, CSA -C22.2N. 107.1-01 UL 1741, CSA -C22.2N. 107.1-01 ,CSA,, ,CSA,o ,CSA,* 10 10 10 15&20 15&20 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-U5 PVI-4.2-OUTD-U5 PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-4.2-OUTD-5-1.15 SA o a CSA INTERNATIONAL Certificate of Compliance Certificate: 2096477 Project: 2439385 Issued to: Power -One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White Master Contract: 173688 Date Issued: July 19, 2011 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. ® R ob-11 e pSt7o-k, D 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-4.2-OUTD-US, PVI-3.6-OUTD-US, PVI-3.0-OUTD-US, PVI-4.2- OUTD-S-US, PVI-3.6-OUTD-S-US, PVI-3.0-OUTD-S-US, PVI-4.2-OUTD-US-W, PVI-3.6-OUTD-US-W and PVI-3.0-OUTD-US-W; provided with two DC input channels, permanently connected. For details related to ratings, reference should be made to the CSA Certification Record, Appendix 1 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 Resources (January 28, 2010) DOD 507 Rev. 2009-09-01 Page: I I, INSPECTION RECO;$ Inspection online form: httpe�J_/www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form be#*re$ daY of~�'M ction 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: ADDRESS: 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 2 1 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 30� insulation 06 Mid -Roof 2 1 / 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 F314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: !� ADDRESS: 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 2. i` - (� 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 2. i` - (� 410 Final Window/Door 411 Land scape/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. 1* � 4 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: 4"_ F-- Job Address: Permit Number: 'Zo (�j (� > ❑ No one available for inspecu Re -Inspection required: Yes When corrections have been made, ci Date: 2.JE5/11 Inspect( 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: ► J Job Address: Permit Number: r '" ❑ No one available for inspection: Time AM/ Re -Inspection required: Yes No When corrections Pave been made, call for reJnsp tin t 303-234-5933 _ _ Date: /oC Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708773 PERMIT NO: 201708773 ISSUED: 11/01/2017 JOB ADDRESS: 10735 W 26th AVE EXPIRES: 11/01/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 46 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)916-4463 FEDAK NESTOR L SUB (303)246-9769 Alex Burker 160163 Altitude Contracting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,330.92 FEES Total Valuation 0.00 Use Tax 510.95 Permit Fee 442.05 ** TOTAL ** 953.00 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. ► ' , City of Wheat Ridge Residential Roofing PERMIT - 201708773 PERMIT NO: 201708773 ISSUED: 11/01/2017 JOB ADDRESS: 10735 W 26th AVE EXPIRES: 11/01/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 46 sq Pitch = 4/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furt attest I am le ally authorized to include all entities named within this document as parties to the work to be performed and at 11 r t be. rmed is disclosed in this document and/or its' accompanying approved plans and specifications. 1 1 _ 5:�- I `7 Signature of OWNER 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit border 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 applicaple-cade or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Altitude Contracting agrees to install the following materials selected by the customer. Altitude Contracting will pull all necessary permits and furnish all labor and materials in a good and workman like manner according to widely accepted standard practices in the industry. Any changes or modifications must be in writing and agreed to by both parties as evidenced by their signatures. Homeowner acknowledges they have received, read, and understand Altitude Contracting's "Build Expectations" Form. It is the homeowners responsibility to inform Altitude Contracting of any HOA requirements or restrictions. Altitude Contracting has it's general liability insurance through Colony Insurance Company and they may be contacted through our agent, Dodrill Insurance Inc. at 7807 W. Mississippi Avenue - Lakewood, CO 80226 (303)986-1539. Altitude Contracting shall hold in trust any payment received until the delivery of materials to the job -site or has performed a majority of the roofing work on the property. This contract may be cancelled or rescinded within 72 hours from the date of signing and Altitude Contracting will issue a full refund of any deposit made. It is illegal for any contractor to waive or pay for any part of an insurance deductible compliant with Colorado Law S1338. The property owner may rescind the contract for service, the payment for which will be made from the proceeds of a property insurance claim, within 72 hours after receiving notice from their insurer that the claim is denied in whole or in part. By signing this agreement I/We agree to release payments to Altitude Contracting per the pay schedule outlined below. I/We agree to not withhold funds from Altitude Contracting due to city inspections being behind schedule. Altitude Contracting agrees to bill the insurance company directly for any additional work performed due to hidden site conditions (known as the supplement process). If there is any work performed to the property that is not in the original scope of loss, Altitude Contracting will bill the insurance company for the required work. I/We agree to pay Altitude Contracting any additional funds authorized and released by the insurance company. Altitude Contracting will not hold the customer responsible for paying any additional funds not agreed to in this contract if the insurer denies additional coverage. Altitude Contracting is not responsible for any deteriorated or rotted items on the home that becomes further damaged due to standard job vibration or replacement of materials or flashings that are required for the build as this is unavoidable. It is further understood that gas pipes penetrating the roof may shift during construction and Altitude Contracting recommends the homeowner have these pipes inspected & sealed if necessary, but will not pay for such an expense. Older (and even newer) homes can have structural issues, if you are unsure as to whether or not your home is structurally sound we recommend you have a certified engineer assess the property prior to the beginning of the build as we will not be held responsible for any structural issues that arise due to standard material weight and job vibrations on the project. Any specific concerns must be addressed with Altitude Contracting prior to build. • Brand q_L% J '�0%�►� n / Type ` • Color —�u Remove Existing Roof and Inspect the decking. • Re -Deck Roof with OSB as per code - YES/ j0� • Install 2" Drip Edge Metal - Color _ _ v`k( • Underlayment: '� pi �i'� �t f C•l�� • ::: Install _ �Q._r,�w�Vv��Valley System. • Replace any unusable flashings associated with sealing the roof proppeerfy per city code. Install all covers for all pipe jacks and vents. �! • Ventilation: 61,0, Vv"'N rq, cipC."`i' Clean up contraction site and haul away all debris. Sweep the entire property with magnets. HOMEOWNER:e'_-.._.�/�(5� - ADDRESS: — �. - �.r e.-. _O!✓ _._ r G 1�� CITY/STATE/ZIP: _. t r' � fidf� f✓Q • �. -' •Y CONTACT PHONE: __J v EMAIL: _./� Wvl �2[-CC APPROX START DATE: - ____' J ✓G� +C_� APPROX END DATE:.__ Special Notes /Code Items /Additional Work being performed: _ C)44 C) 4e 0 First Payment of $ Final Payment of $ 3 3 0� Insurance Company: Claim // D J Deductible: $ ACV: $ Depreciation: $___ V + the Deductible of $- will be due upon delivery of the materials. + any approved supplements / permits will be due upon completion of the work. I, —— e5)t0�� � m• _ have read this contract and agree with all of the terms and conditions provided within. I/We agree to pay Altitude Contracting i full and ' a timely manner per the payment schedule outlined above. HOMEOWNER: �..� DATE1000/L_-/AUTH. REP: al�r _. __. _ __z� _ TE: _ _s d_ 7 www.altitudecontracting.com SELECTION OF MATERIALS AND 3303 Tennyson Street r"S '"'tii id Denver, CO 80212 CONTRACT FOR CONSTRUCTION Phone 720-329-4113 329-4113 %IIIIUllt C11%IIlaIas Fax: 303-600-0782 Altitude Contracting agrees to install the following materials selected by the customer. Altitude Contracting will pull all necessary permits and furnish all labor and materials in a good and workman like manner according to widely accepted standard practices in the industry. Any changes or modifications must be in writing and agreed to by both parties as evidenced by their signatures. Homeowner acknowledges they have received, read, and understand Altitude Contracting's "Build Expectations" Form. It is the homeowners responsibility to inform Altitude Contracting of any HOA requirements or restrictions. Altitude Contracting has it's general liability insurance through Colony Insurance Company and they may be contacted through our agent, Dodrill Insurance Inc. at 7807 W. Mississippi Avenue - Lakewood, CO 80226 (303)986-1539. Altitude Contracting shall hold in trust any payment received until the delivery of materials to the job -site or has performed a majority of the roofing work on the property. This contract may be cancelled or rescinded within 72 hours from the date of signing and Altitude Contracting will issue a full refund of any deposit made. It is illegal for any contractor to waive or pay for any part of an insurance deductible compliant with Colorado Law S1338. The property owner may rescind the contract for service, the payment for which will be made from the proceeds of a property insurance claim, within 72 hours after receiving notice from their insurer that the claim is denied in whole or in part. By signing this agreement I/We agree to release payments to Altitude Contracting per the pay schedule outlined below. I/We agree to not withhold funds from Altitude Contracting due to city inspections being behind schedule. Altitude Contracting agrees to bill the insurance company directly for any additional work performed due to hidden site conditions (known as the supplement process). If there is any work performed to the property that is not in the original scope of loss, Altitude Contracting will bill the insurance company for the required work. I/We agree to pay Altitude Contracting any additional funds authorized and released by the insurance company. Altitude Contracting will not hold the customer responsible for paying any additional funds not agreed to in this contract if the insurer denies additional coverage. Altitude Contracting is not responsible for any deteriorated or rotted items on the home that becomes further damaged due to standard job vibration or replacement of materials or flashings that are required for the build as this is unavoidable. It is further understood that gas pipes penetrating the roof may shift during construction and Altitude Contracting recommends the homeowner have these pipes inspected & sealed if necessary, but will not pay for such an expense. Older (and even newer) homes can have structural issues, if you are unsure as to whether or not your home is structurally sound we recommend you have a certified engineer assess the property prior to the beginning of the build as we will not be held responsible for any structural issues that arise due to standard material weight and job vibrations on the project. Any specific concerns must be addressed with Altitude Contracting prior to build. • Brand q_L% J '�0%�►� n / Type ` • Color —�u Remove Existing Roof and Inspect the decking. • Re -Deck Roof with OSB as per code - YES/ j0� • Install 2" Drip Edge Metal - Color _ _ v`k( • Underlayment: '� pi �i'� �t f C•l�� • ::: Install _ �Q._r,�w�Vv��Valley System. • Replace any unusable flashings associated with sealing the roof proppeerfy per city code. Install all covers for all pipe jacks and vents. �! • Ventilation: 61,0, Vv"'N rq, cipC."`i' Clean up contraction site and haul away all debris. Sweep the entire property with magnets. HOMEOWNER:e'_-.._.�/�(5� - ADDRESS: — �. - �.r e.-. _O!✓ _._ r G 1�� CITY/STATE/ZIP: _. t r' � fidf� f✓Q • �. -' •Y CONTACT PHONE: __J v EMAIL: _./� Wvl �2[-CC APPROX START DATE: - ____' J ✓G� +C_� APPROX END DATE:.__ Special Notes /Code Items /Additional Work being performed: _ C)44 C) 4e 0 First Payment of $ Final Payment of $ 3 3 0� Insurance Company: Claim // D J Deductible: $ ACV: $ Depreciation: $___ V + the Deductible of $- will be due upon delivery of the materials. + any approved supplements / permits will be due upon completion of the work. I, —— e5)t0�� � m• _ have read this contract and agree with all of the terms and conditions provided within. I/We agree to pay Altitude Contracting i full and ' a timely manner per the payment schedule outlined above. HOMEOWNER: �..� DATE1000/L_-/AUTH. REP: al�r _. __. _ __z� _ TE: _ _s d_ 7 Dane Lovett 1-70 �' l From: no-reply@ci.wheatridge.co.us Sent: Tuesday, October 31, 2017 6:17 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application 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) R 1. 10735 W 26th Ave Nestor Fedak 303-916-4463 —i— Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed image.ipa Contract 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) Altitude Contracting 160163 720-329-4113 3301 Tennyson St Denver CO 80212 Contractor Email Address alex.burke@altitudecontracting.com Retype Contractor Email alex.burke@altitudecontracting.com Address DESCRIPTION OF WORK TOTAL SQUARES of 46 the entire scope of work: Project Value (contract 24330.92 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4/12 46 Owens Corning Duration Asphalt Replace roof on house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 3 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 Altitude Contracting Email not displaying correctly? View it in your browser. Office, 303 - 235 -2855 * Fax. 303 - 237 -3929 Inspection Request Line: 303.234 -5933 Co ntractors City License pineqiii - dontradow Electrical: Plumbing Mechanical: C ity License City License City License 2 1 I t (Fully describe work to be perforated - attach additional shoot If tr a t I s a ,, i4eA 0V S \ , S\ N 4 Review fee (due a t time of s ubmittal) , S quares __ U' Gallons� Amps _ _ S ft m OWNER/CONTR, SIGNATURE F UNDERSTANDING AND AGREEMENT I hcrchy c:c.ttaf }' that the setback distances proposed by this permit application are aca,unatc mid do not w'so6a c applicable tirdina aces, ritics or rcytaalat ona , of the City of Wheat R idge or ccta etaaants, e a34cruetats or rtsaricti ns of 'record, that all measurements :alacawn and allegations made are accurate that t have read and agree to aalatalc° by all conditions printed on this aalalalicaatn'm avid that I assutne full reslwaaaasahalaty for cosaataltzaaaa.e with aapplacaahla„ City of Wheat flak codes; and ordinances for t4ora under any perffut issued haa±s'»d on this application, on, thaat I am the legal owner or have been authorized hy the lay:csl saner of the propmy> to p efform (ttc tictcrahexi work and ,am also authorized by the legal owner of any entity includod on this application to last that caatlty'' on this a alalal"cattion, d#ft!' Cs' ") L C) 4 °Tlalc_ro .l�r t "#f. f ld d day, aV'7 7 f s3 of (O AT'R a (COATR t Ti9jin n= NAME- blt DATL APPROVED SUbJect to Field Inspection Project: Fedak Residence - Project .:0 10735 W 26th Ave Wheat Ridge, CO, 80215 ralt, th far PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Rtkig� • Applicable Codes = 2009 IBC/IRC, A 7-05 and 2005 ND • Roof Dead Load= 10 psf (All MPs) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = As indicated in attached drawings, • Roof Snow Load = 30 psf I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar '#*LMs hais-4ttv qc0#q*Qi�e&-hVA"(6 2009 IBCIIRC I- # - • a MM= 1-004rimpamm. Im * ty oft SofarCl 3055 Cleared Way San Mateo, CA.W5 (888) � wwwsolarcityxom STRUCTURAL DESIGN CALCULATIONS by JOHN CALVERT, P.E. AEPORT PREPARED FOR: SolarCity, Inc. 3055 Clearview Way *7 0 San Mateo, CA. •4402 • m *1 43019 4� 888-765-2489 OWNER: Fedak, Nestor Ngitally signed by 10735 W 26th Ave John Calvert Wheat Ridge, CO. 80215 Date: 2013,05.22 12A6:29 -06'00' (303) 916-4463 �ww*ubul ' C n ' c o 0 1 w S '7 larCity, Inc. Ity I 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 Oil� ix Y Sola i Calculations by: G Reviewed Table Of contel" 3055 Clearview Way Sari Mateo, CA, 94402 �888)-SOLCITY (765-24891 1 www,iolamity,com 5/22/2013 8021682-Fedak,xisx Wind 4 Roof Shape Gable/ Panel Tilt (degrees) 18A d RoofZone 2 contiguous sq, feet of array 18 least width of the building 401 aqg&n r��In(L# III r le sLurqs P (tbs. per sq. Pd (downforce pressure) Pu (uplift pressure) DL (lbs/sq. L (length • Yingli YL24SP-29b modules) 5AI W (width of Yingli YL245P-29b modules) 3,25 Mm (weight of Yingli YL245P-29b modules) 4365 Mh (weight of hardware per module) &99 lr#Nnk •..>� qh = 18,50 From Fr care 6-19A Cn (down) = 0A5 Cn (uplift) = -1,67 From 6.5,8,1 G = 0.85 1.75 = Factor of Safety 5/2212013 8021682-Fedak,xlsx ZEP DL I All MPs MODULE AND STAND-OFF CHARACTERISTICS N mod = 21 L moIj = 5,41 ft WM0d 3.25 ft A mod 17.58 sf WtMod 43.65 lb DL._ , 2.48 psf Zep Array Solar Rail Make & Model: SolarCity Rail, Solar Rail Configuration: X-X Solar rails running in X-X directil smz s 0= 18.4 deg Tilt of panel system from horizontal O roof = 18.4 deg Slope of roof mounting surface hmin 0.33 ft Least panel height above roof surface (vertical dimension) h = 0.33 ft Greatest panel height above roof surface (vertical dimension) h = 033 ft Mean panel system height above roof surface (vertical dimension) L = 1624 ft Array length in X-X Direction S.ex 4.00 ft Standoff spacing in X-X Direction N = 5 Number of standoffs in X-X Direction LY-Y 2214 ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lh,y-Y 21.57 ft Horizontal projection of array length in Y-Y Direction SY-Y = 3,25 ft Standoff spacing in Y-Y Direction N-., 14 Number of standoffs in Y-Y Direction 5/2212013 8021682 -Feda ,xlsx ZEP ILL 2 DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS COMPONENT AREAS, LENGTHS, AND QUANTITIES kit"" = 369 sf Gross area of scaler PV system A w = 369 sf Net area of solar modules only N r „ t = 6 Number of solar mounting rails Lmi, = 97 ft Approximate total length of solar mounting rail Nstandoff = 70 Number of stand -off assemblies ! A # # A A Subtotal for Hardware = 189 lb Total System Seismic : = 1105 lb Weight of Hardware per Solar Module = 8.99 lb Weight of Modules per square foot of ITV System = 2.48 psi Weight of Hardware per square foot of ITV System 0,51 psf Total Seismic System Weight per square foot = 2.99 psf Length or Unit Component Component Quantity Weight Weight, lb Solar Modules 21 x 43.65 lb - 917 Solar Falls 97 ft x 0,68 plf 66 Stand -off Assemblies 70 X 1.75 lb - 123 Subtotal for Hardware = 189 lb Total System Seismic : = 1105 lb Weight of Hardware per Solar Module = 8.99 lb Weight of Modules per square foot of ITV System = 2.48 psi Weight of Hardware per square foot of ITV System 0,51 psf Total Seismic System Weight per square foot = 2.99 psf 5/22/2013 8021682-Fedak.xlsx Roof DL 7 DETERMINATION OF DEAD AND LIVE LOADS: All MPs DEAD LOAD Element Materials wt. S Roof. Comp Shingle &00 Roofing Paper 0.50 162 in. Plywood or OSB 1,50 2 x 4 @ 24 in. o.c. 073 (Top Chord) Miscellaneous 117 10.00 Roof Pitch 4:12 1.054 18.4 deg Dead Load @ Roof Pitch 10.54 Ceiling: 2 x 4 @ 24 in. ox. 033 (Bottom Chord) Insulation 1.42 5/8 in, Gypsum Board 2.80 Miscellaneous 1,50 6A5 �N COMPANY PROJECT WoodWorkso M# W WWA 9 3 } +y j� y #�Q �^ lvlay 22, 2413 08:1 Qf�/y } fig$ y y pig p ry 02 682 edak - M ! . b Design Ch t p � j� l r t Sheet Woodworks ize 9.3 Loads. Load Typ Distribution Pat- Location [ft] magnitude unit tern Start End Start Lind DL Dead Full Area go 10.00 (24.0 )* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Point No 10.58 40 l PVDL2 Dead Point N o 13.67 20 lbs PVDL3 Dead Paint No 16..75 40 lbs PVDL4 Dead Point No 15.52 20 lbs Self "wer ht Dead Full UDL 0 1 .2 if *Tributary Width (in) Maximum Reactions (lbs), blearing Capacities (lbs) and Bearing Lengths (in): V ' -2 9-2" 14' -11" 20'-11 Dead 121 179 210 78 Snow 334 430 404 259 Factored: Total 456 609 614 237 Bearing F'theta. 668 668 668 668 Capacity Joist 877 897 901 541 Supports 586 609 614 586 An al/Des Joist 4.52 0.68 0.68 0.47 Support 4.78 1.00 1.00 0,40 Load comb #13 #8 #15 #12 Length 0.50* 0.52 0.52 4.54* Min re 'd 0.50* 0.52 ** 4.52 ** 0.50* Cb 1.75 1.72 1.72 1.00 Cb main 1.75 1.72 1.72 1.00 Cb support 1.25 1.25 1.25 1.25 Fc su 625 625 625 625 `"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 - soft, D.Fir - L, No.2, 2x4 (1 Supports - Timber -soft Ream, C. it -L No.2 Roof foist spaced at 24.9" c /c, Total length, 22' -2.0 ", Pitch. 4/12, Lateral support. tap_ full, bottom- at supports, Repetitive factor. applied where permitted {refer to online help }, WARNING: Member length exceeds typical stack length of 18.0 [ft] �N WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN 8021682-Fedak-MP1.wwb WoodWorks@ Sizer 9.3 M Criterion Analysis Value Des Value .l ss /Desi gE Shear fv = 85 Fv1 = 207 fv/Fvl = 0.41 Bending(+) fb = 1160 Fb' = 1785 fb/Fbl = 0.65 Bending(-) fb = 1424 Fb1 = 1769 fb/Fbl = 0.81 Deflection: Emin' 0.58 million 1.00 1.00 - - - 1.00 1.00 12 CRITICAL LOAD COMBINATIONS: Shear : LC #15 = D+S (pattern: SsSS), V = - 296 lbs Interior Live 0.23 = L/382 0.37 = L/240 364 lbs-ft 0.63 Total 0.29 = L/309 0.49 = L/180 LC #12 = (total) 0.58 Cantil. Live -0.20 = L/135 0.23 = L/120 All LCIs are listed in the Analysis output 0.88 Total -0.23 = L/113 4- 30 =_ L/90 0 .75 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci On LC# Fvl 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 is Fbl+ 900 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb 900 1.15 1.00 1.00 0.991 1.500 1.00 1.15 1.00 1.00 8 Fcpl 625 - 1.00 1.00 - - - - 1.00 1.00 - ' 1.6 million 1.00 1.00 - - 1.00 1.00 12 Emin' 0.58 million 1.00 1.00 - - - 1.00 1.00 12 CRITICAL LOAD COMBINATIONS: Shear : LC #15 = D+S (pattern: SsSS), V = 319, V design 296 lbs Bending(+): LC #12 = D+S (pattern: sSsS), M = 296 lbs-ft Bending(-): LC #8 = D+S (pattern: sSSs), M = 364 lbs-ft Deflection: LC #12 = (live) LC #12 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LCIs are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, =no pattern load in this span - Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI w 9eO6 lb -ant "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 LANDS 3.10.3 wJn . . ........ 5/2212013 8021682-Fedak.xlsx US GS 9 Latitude = 39,754958 Longitude = -105,118166 SMs = Fa x Ss and SMI = Fv x SI Site Class D - Fa = 1 • Period Sa (sec) (g) 0.2 0.366 (SMs, Site Class D) 1,0 0.139 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39754958 Longitude = -105.118166 SDs = 2/3 x SMs and SDI MMFMJ • Period Sa (sec) (g) 0.2 0.244 (SDs S , ite Class 1.0 0.093 (SDI, Site Class 11) r A r r i w ,, i Ue n 1 ' e n' 'aM Digitally signed by John Calvert Gate, 2013,0512 12,44:50 °06'W FEDAK, NESTOR FEDAK RESIDENCE Kevin Lichtenstein IU t6 ,: • # Arr • + i # ,: t M a #!" I � I I pl�n�..... WHE R IDGE, r 91 6-44 63 # � � « � �Iw: V. 4M�}i DAM 5/2 0 / 201 11 MS I �.¢... r r r r rr . . AUR Digitally signed by John Calvert Gate, 2013,0512 12,44:50 °06'W (E) 2x4 TOP CHORD 0 24" O.C, m I'M PV MODULE 1,/16 BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT A i1 • Pffia Owrt IV& FEDAK, NESTOR M 10735 W 26TH AVE *i RIDGE, CO 80215 ��It M ffs-z ( 916-4463 m Kevin Lichtenstein 3m om*w w4y Son Matt, CA 94W am DA o X t(650) 638-1028 P(W) W-1029 PV 3 5/20/201� (M) (765--M) www sdadty ow ' Top C SUPP , LMA ,7 tL) ZX4 IUF CHUKUb 0 24" SPACING INSTALLATION ORDER LOCATE RAFTER, MARK HOLE III LOCATION, AND DRILL PILOT HOLE. yy mWilar.3111 INSERT FLASHING. PLACE MOUNT. 1E iw LT i O W INSTALL LAG B i Pffia Owrt IV& FEDAK, NESTOR M 10735 W 26TH AVE *i RIDGE, CO 80215 ��It M ffs-z ( 916-4463 m Kevin Lichtenstein 3m om*w w4y Son Matt, CA 94W am DA o X t(650) 638-1028 P(W) W-1029 PV 3 5/20/201� (M) (765--M) www sdadty ow ' Top C SUPP , LMA ,7 tL) ZX4 IUF CHUKUb 0 24" SPACING tD (N} } E TO (E) GROUND E 200A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV T _ { a } POWER f AURORA P4 - 4.2- -S -U -z LABEL A — #21 YOW I YL24SP-29b - 60 ROD AT PANEL NTH IRREVERSIBLE CRIMP E 20012P MAIN CIRCUIT BREAKER tnywter 42 0OW, 240V M PV Modk 245W. 221.6W PX H4. 46, Skick F€ Vat:; 37,8 Meter Number. 4 293 INV Y ax:3d}.2 Q *MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN Underwound Service Entrance INV 3 THE SAC STRINGS_ IDENTIFIER OF THE SINGLE LINE DIAGRAM. mmmumlm �l '! s x um �• i � *`'* B p •ei'ry !,• }r FEDAK, p NEu7RAL Vrnp = 24 ADC 4� i K evin Lichtenstein q � w (I AWG # ry 0) A14 it, INON-4 Mock 30 y 2 VAC Imp 29 AAC 5.145 KW PV Array ! . C um � � F :+ � * �• i � *`'* B p •ei'ry !,• }r FEDAK, V DC Imp- 8,11 ADC 4� i K evin Lichtenstein q � w (I AWG # ry ) 30 y VE • • 5.145 KW PV Array Kit, 3/47 � � F :+ � * �• i � *`'* B ! 0 6 8 0 •ei'ry !,• }r FEDAK, ; ^� NESTOR t Tit i FEDAK RESIDENCE 4� i K evin Lichtenstein q � w VE • • 5.145 KW PV Array imoli Now * Comp M PACE 4W isHm' FU. ux '.� *�W Ofni � . srMl. yp +�•• � c r�rr • + �. � � 916-446 ST iL P 4 0 0: t:. a. Conductor must have 30 deg, C atrlpacity >= 1259 of continuous current. « . Conductor must h« ve (after corrections for « « « of c ontinuous per t« # b. Conductor must hove (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16), 7. C on duct or Silit RgE Arl t'! + a. Conductor must have 30 deg. C ampocity >= 125% of continuous b, Conductor must hove (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampocity of wire derGted for conditions of termination must be >= c ontinuou s curren output # t ore rated a T otal. Module Ei I c: g imp. Icont * 1.25 = (Amps) 30 deg C am acct A : A 2.b icont= (Amps) &63 . i1 }^5 124 Temperature derate (6= 3.4 Conduit fill derate ( %=#) 02P size = Art 24(t. 6(A 4.b Cod or: SYSIM TH -2 at gtt deg C: Table 31016 .} « «« Mo 4.c Icont (Amps) w Tota STC' }...} F F.} Start ampacity T otal. Module Ei I c: g imp. Icont * 1.25 = (Amps) 30 deg C am acct A : A 2.b icont= (Amps) &63 . i1 }^5 124 Rec ord Low Tem} E i F } Start ampacity y C onduit fill ite De am F x} his OM PV W 2.a Conductor 1: Conductor : 40 Icont * 1.25 = (Amps) 30 deg C am acct 79 2.b icont= (Amps) } }t 71 Start ampacity Temperature derate (6= 3.4 Conduit fill derate ( %=#) 02P size = Art 24(t. 6(A 4.b Cod or: TH -2 at gtt deg C: Table 31016 loont 1.25 « (Amps) a d C ampacrty 4.c Icont (Amps) w Tota STC' }...} F F.} Rec ord Low Tem} E i F } Start ampacity y C onduit fill ite De am F x} his OM PV W 2.a Conductor 1: Conductor : 40 Icont * 1.25 = (Amps) 30 deg C am acct 79 2.b icont= (Amps) Ott 71 Start ampacity 1 Temperature derate (6= 3.4 Conduit fill derate ( %=#) 13.48 2.c 40 Temp table Icont *1.25= (Amps) 1148 Ampacity 15 2 € C)t^P Ai7P. 3.d Icont * 1.25 = (Amps) 1 25 Ampacity 35 } } Service Voltage= F•« Total Inverter Power- 1b Conductor', }} i (Amps THWN-2 at 90 deg C� Table 310.16 }: t. ( Start am Temperature derate ((%=F) C onduit de rate Art 690.8(S)(1) 02P size = Art 24(t. 6(A 3.d Icont * 1.25 = (Amps) 1 25 Ampacity 35 . 4 I } °} } ^s M C ombined Inverter ?uSut Service Voltage= 3M OW-A" way Son Motto CA 94402 T-,( # F 638-1 Total Inverter Power- 1 way wire length= Icont = # of inverters *max Inverter current Art 6WII(A)(1) Ic�ront = A s . 4 I } °} } ^s M C ombined Inverter ?uSut Service Voltage= Total Inverter Power- 1 way wire length= Icont = # of inverters *max Inverter current Art 6WII(A)(1) Ic�ront = A s 4,a Icont *1.25 = (Amps) Art 690.8(S)(1) 02P size = Art 24(t. 6(A 4.b Cod or: TH -2 at gtt deg C: Table 31016 loont 1.25 « (Amps) a d C ampacrty 4.c Icont (Amps) Start ampacity Temperature iterate (%=F) Conduit fill derate (%=#) } (NC) (INV) Per Code: NEC 690.53 (AC) (Pot) Per Code: ♦ 11 (Pot) Per Code: Ad'a (Pot): Point of Interconnection MIA, SM140mm Om at; I X I I z a I ReMNAU TGMU3MO2O1WOa3MD2U RAW SC - CO XCEL Label Set LM3MBOLMrTY MUCLUXLLUMCKMEMI AO Y "OP-29b '0 =rA' Y GE-Z 60 YL245P-29b YL240P-29b CELL SERIES YL235P,296a YL230P-29b Ideal for residential - .0kak installation time, and aesthetics matter most. ME lmeu'genr reak""'T monitoring at the .system and mcoluk feve# with Enkighren, VS, Soccer Powered by Yingii Solar * 6n compGov'ce -0, ('— —namy ur-,sonci co,,6noro, YINGLISOLAR.COM/US YinghArrericas YGE-Z 60 CELL SERIES Powered by YINCSU El"trical paramO ers at S toodard ust conpoDwsro Electrical patanortors at Nominal cot 0 The speetfirationr in Obit daurshkei arse not dsaaranteecl and are to change vothmn prior notoe INs datasheet compheR wth EN 5031lLb.20(.t3 requqemen'ts' Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US NYSENGE C Y qh G— F—gy H.kfc,q Cu Ltd EN2f\1206VOI 3,94 00 M 11 ;i SECItON C- C —iriq, Ro.d the �tflato Ne . and Use, au.9 is its -nal-tyl �& W - befixe hi-A.9 matath.9, and opwanng Ying;, mod.ift, PVI-3.0-TL PVI-3.6-TL PVI-4.2-TL ANIMERM Mr-MIMMINEW A At 'A' wm rK %-- &AAA tIUKIEDAI CSA INURNATIONAL Master Contract: 173688 Date Issued: July 19, 2011 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators Vand 'US'for Canada and US or with adjacent indicator 'US', or US only or without either indicatorfor Canada only. Awdwhwlk� 140PP CL 10 Rob- Yemp.Occk US Issued by: Rob Hempstock, AScT CLASS 531109 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 531189 - POWER SUPPLIES - Distributed 0encration - Power Systems Equipment - Certified to U,S, Standards Utility Interactive Inverter, Models PVT -4,2-OIJTD-US, PVI-3.6-OUTD-US, PVI-3.0-01,11'D-US, PV142- OUTD-S-US, PVI-3.6-OUTD-S-C7S, PV1 -3-0-0UTD-S-US, PV14,2 -01JTD-US-W PVT-3,6-OUTD-US-W and PVI-3,0-Ol,JTD-US-W provided with two DC input channels, permanently connected, For details related to ratings, reference should be made to the C Certification Record, Appendix I or the Descriptive Report. APIRLICAM AWWREMENT$ CSA-C22.2 No. 107. 1 -0 1 - General Use Power Supplies U1, Std No. 1741-Second Edition - Inverters, Converters, Controllers and Interconnection Systern Equipment for Use With Distributed Energn Resources (January 2 8, 201 DQr) 50 R ' 2044Y)-o � INSPECTION RECORD Occupancy/Type 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. Sheathing - t_ 200 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Footings /Caissons Electrical Service Stemwall / (CEG) Concrete Encased Ground 4 0OR Rough Electric Building Final Reinforcing or Monolithic Rough Plumbing Fire Department Weatherproof/ French Drain Gas Piping R.O.W &Drainage PLANNING 8 ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING 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. Sewer Service Lines Rough Mechanical Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) UU NUT YOUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - ROUGHS Sheathing - Lath / Wall tie Mid -Roof Electrical Service 051 4 0OR Rough Electric Building Final Rough Plumbing Fire Department Gas Piping R.O.W &Drainage PLANNING 8 ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING 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. Rough Mechanical Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof 051 4 0OR Building Final Fire Department R.O.W &Drainage PLANNING 8 ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING 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 �l 1 1 1 1 " " , CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) P2: ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 234,5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: M Job Address: /G 7 g Permit Number: 1611V5 El No one available for inspection: Time 5 A M Pm required: Yes No * When corrections have been made, caii for re- inspection at 303-234-5933 Date: -G - E A U Inspector DO NOT REMOVE THIS NOTICE NO: ' 101143 ISSUED: 05/05/2010 )RESS: =10735 W 26TH AVE >EXPIRES.; 11/01/2010 )TION: Upgrade panel to 200 AMPS; -wire swamp cooler. ' CONTACTS * ** Nestor Fedak 720/226 -4052 Mark Modglin III 06 -0127 Adept Elect .& Constr. Serv. LL ;EL INFO ** )DE: UA '.` USE: UA .SION:' 0678. 'BLOCK /LOT #: 0/ SUMMARY ** ESTIMATED PROJECT VALUATION: :2,250.00 FEES . Fee 108.30 Valuation .00 LX 40.50 'AL ** 148.80 ` a a City of wheat 'ge 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 Building Permit Application Property Adiiress I t7 7'� � I,I Q �°l� A V C Date: Plan # Permit # Property Owner (please print): -� Z W A "5� Phone: Mailing Address: (if different than property address) Address: City, State, Zip: *'! Corltract¢lr,: Contractors City License #: Phone: 7,900,Q T 5 Sub Contra: #ors:;. Electrical: Plumbing: Mechanical: City License # City License # City License # Descrtptton:of ^ D of 11` 4 Lo r 4 ie a V S Contract V 00 Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sg Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that i assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or . (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) 71r PRINT NAME: K /./ ;ff SIGNATURE: r DATE: ^? / FIRE pEPA'RTIJIENT �O'zpp�vedw /,n mme is ❑ C�sep�joved 17 r reyle�w Bldg Valua on $ ♦ A i CITY OF WHEAT RIDGE Building Inspection Division r400010, (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: LF 7` ,n Job Address: / d-2 35 ti✓ A ` Permit Number: ❑ No one available for inspection: Time 4 Ai R Re-Inspection required: Yes . No When corrections have been made, can for re-inspection at 303-2342933 Date: 1 h° Inspector: 01~ t DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: miogez,,4- Job Address: se77_?s . ~c 7;;r Avg Permit Number: ~~y 2930 APPE-el-If- 0 ❑ No one available for inspection: Time V AM/PM Re-Inspection required: Yes "When corrections have been made, call for re-inspection at 303-234-5933 Date: /®4/97 Inspector: DO NOT REMOVE THIS NOTICE ` City of Wheat Ridge row Residential Roofing PERMIT - 092930 PERMIT NO: 092930 iISSUED:` 10/01/2009 JOB ADDRESS:'. 10735 W 26TH AVE EXPIRES.: .03/30/2010 DESCRIPTION: Reroof l 40 sqs CONTACTS owner 303/232-8381 Nestor Fedak sub 303/922-7663 Chuck Cooper 02-2034 Kape Roofing PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION:... 0678 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: !8,450.00; FEES i Permit Fee .....217.50 Total Valuation ,00 r1 Use Tax 152.10 **.,T OTAL 369.60. :Conditions: 6 nail installation mid-roof inspection required. Board sheathing spaced more than ..a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield '.required from eave edge to 21 inside exterior walls. the setback distances proposed by this permit application are accurate, and do not violate applicable sgulations of the City of :Wheat Ridge or covenants, easements or restrictions of record; that all 1 allegations made are accurate; that I have read and agree to abide, by all conditions printed on this assume full responsibility for compli with .,t Wheat Ridge Building Code (I.B C) and all other Ordinances, for work under this permit/ Plans ject to field inspection. ing a drainage :problem. r all inspections and shall receive + job. e construed to be a permit for, nor ordinance, law,rule or regulation. )3)'235.=2855 oF""E'Tq City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan o-= o Inspection Line: 303-234-5933 o<oRao Permit#: q Building Permit Application Property Address: le ~ 5 / 'el, 11, Property Owner (please print): Phone, 30 ; - _~:Z 2- :r S/2 Mailing Address: (if different than property address) Address: City, State, Zip Contractor: 1 Contractor License Phone: 71 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): - Construction value: $ 6 06sCription of Work' (as calculated per the BuildinG Ua uadon Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's allons Amps I= WC L ~ a 0 Z - G ~ ~M W W G Lo M N Q M W N j Cl) ' o+ IL c) v Q ~ U V ~ L II s = r~ l~J * ~y T W i O ~ ~ ~ W d m J a 0 3 'O > {0 O! N /p N 3 A ~ W ay t ° c~ a ~ C> ~ O ~ c y O N ~ Y O ~ d p~ ~ c °L o N _ C ~ lT0 d N d Y C ~ 7 y j w OI m d c t > •C -td N! C O W O c o •o rnd L ~ ~ c L `o ..w 0 0 cc Y E ~ C d d a o > c W L ~ d C L d A ~ O 7 V Y N s 3 s. G 8 Y m c W 0 W LL H Z 0 p 3 Q 0 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 75447 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/2/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: NESTOR FEDAK Property Address : 10735 W 26TH Contractor License No. : Phone : 232-8381 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of lhe City of Wheat Rid9e or covenants, easements or restrictions of record; that all measurements shown, and allegalions made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, forwork under this permit. (OWNER)(CONTRACTOR)SIGNEDqt!&- DATE5 2A0 ~ Construction Value : $20,000.00 Permit Fee : $417.70 Plan Review Fee : $271.51 Use Tax : $400.00 Total $1,089.21 Use: Description : ADDITION ONTO EXISTING HOUSE. ADDING MASTER BEDROOM & REMODEL OF TWO UPSTAIRS BATHROOMS. BUILDING DEPARTMENT USE ONLY Zoning Comments;' SIC : Sq. Ft. : Approval : MA 4110103 q~,~,~~~ Zoning: R-1 I~end'""aorjS1VOt ved chn ~Ponsib e: Build'lltg Comrl~ellt`s:' 511103 PER REDLINES y46 !~Yisna~~dre9u~~~ veen°SaocarynBp qPProval: BG e edt~,i~~Popsib/e deve% °ord~n roAe, PublicWorksComments:' ~OlsPesu~4nB ~epl~S°r+nac~~ents dto~' Approval ~naccu a f atds : from ~hany pa~° S ~~jo t°A Occupancy : W alls : Roof : Stories : Residential Units : malion. n Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set foRh in yopur application antl is subjecf ro the laws of the State of Colorado antl to the Zoning Regulations and Building Code of W heal Rid9e. Coloratlo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) lhe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permil may be acquired for a fee of one-half the amounl normally required, pravided no changes have been or will be made in the original plans and specifcalions and any suspension or abandonment has not ezceadad one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural tlow o(water causing a drainage problem. (5) Contractor shall notify the Building Inspector N+enty-four (24) hours in advance for all inspeclions and shall receive written appmval on inspection card before proceed" with successive phases of the job. (e) he i a e of per or the approval o( drawings and specifcations shall not be consirued to be a permit tor, nor an approval of, any violation of the pro ion of g codes or any other ordinance, law, rWe or regulation. Chief Buildingii spector CONIMiINIT'P DEVELOPMENT DEPARTMENT Building Pernut Numbei: oF w"E"' BiTII,DING INSPECTION LINE - 303-234-5933 Date: ~ c CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (3,y03-23~5-28~5V5,j) ~~G OR ADO 4dP~.1o1q~pA 7~~ 4.P~1d ~l Nq Property Owner: Pcoperty Addcess: , Phone GU7~ Contractor License No.: Company: ~IAII Phone: O WNER/CON7'RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceriify that Ihe setback distances proposed by this pemut application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions ofrewrd; that all measuremeNS shov+n, and allegafions made are accurate; tha[ I have read and agree to abide by all conditions printed on this application and tha[ 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 [his permit. . . , i . `OWNER~CONIRACTOR):SIGNED~~-J`-~ DATE ~ Construction Value:$ 00, 060 Permit Fee:$ Plan Review Fee:$ USC T3X:$ Total:$ DESCRIPTION: L ~ 1 ;A~U .(~j;tc .-L _ u - _~4-1„ v"c' '~_iJ ~J iJ lCV~ U'S BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: ~~ts Zoning: BUILDINGCOMMENTS: ~ ~ ~0~3 . Approval: ~i - PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: ResidenualUnits : Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This peonit was issued iv accordance with the provisiovs set forth in yoar application and is subject to the Iaws of the State oCColoredo avd ro tLe Zonivg Regulations avd Building Codes of Wheat Ridge, Colorado or my other applicabte ordinances of the City. (Z) 7Tis pemilt shall expirt if (A) the work autLorized is not wimnenced within sirzry (60) days from issue date or (B) the building auchorized is suspended or abendoned for a period of 120 deys. (3) If this pecmie expires, a new pertnit my be acquized for a ftt of one-half the amomt vorznelTy xequim4 provided uo cLanges Lave been or will be made in the originalplavs audspecifications and my suspmsiov or ebandonmrnthas notexceeded oue (1) yeaz. Ifchangu have been orifsuspeusion orabandonment exceeds one (t) yeaz, full ttts shall be paid for a new pemtit (4) No work of my mamtt shall be done that vAl change the nanual flow of water causing a dreinag<pmblem. (5) ContractorshallnoefytheBvildinglnspecWrhventy-fom (24) hours inadvavicetorallinspectionsandshall,eceivewrittenapprovalovinspectioncardbefore proceedivg with successive pLases af thejob. (6) The issuance of a prnnit or Ne appmval of dmwiugs aud specificatiovs shall not be construed to be a pemtit for, nor au approval of, avy violation of the provisiovs of the build'wg codes or my other ordinauce, law, nile or ieguiatlon. C1uefBuildin Inspectoi A,,F%tC. 21.j 2003 ~ ~ a c 0 m ~ a E w ° ~ U m m= o zw 9 cc w 9 C1 yVk4etTP4PGE 13(,p4 pt^FT Re: to7 35 W. 26* AvE; To wNo`w rT INIIy coNCE7tN = 1 N DESIldJnv G T!d 6 Fwm ADDI'~'ioN r C-bl(osE To usE T~IE exrstin~6 Rcz~rNiNGrTK~r Ayaw ansrs' rN 79E T'.1G GvAGG RETn(NS /aBctGT 30 ~ 36 r o F D!/LT /JNf~ /S 3GN 13EZocv Gft+ope. Tt,(E wAU rs suff014TWD /3y A 17"ic,r06) to" r4c.C. Foottn16. TIdE ~,~Z'i/zE hhntE is sapfbR-T= oN fbo-nN-CoS, Tt~6 sxcs7ifr6 suaaS ~GAf~rsl~c~ cvn~l~s' - etc) AP£ ALG tN GcsoP CoNDGZtoN d# .tioT /LtovtNG DkE Zv Atiy E~JNsula 5011S. L 13CLCWC A Sazt- RfDDO/LT IN MtS eME I S MoT Au&W'AG'D Actc tylc EUsTW6 REW31NtN6 wpu, 6S sMbGC s71ZucYU,e4"7 /livD "N 6E U,SCA AS AFoctivppTtON foR- Zrler Nt-iki ADDtTcoN, . . a r-, 5 :JJb Trus:; Truss Type Qty Ply `.cSTOR FEDAK , i ' n 3-htuAK ~Cilt( nvvvn l L '(optional) High Plateau Truss, Inc.. Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Feb 19 11:33:01 2003 Page 1'. 5-7-12 8-6-0 17a04 17-0-0 - ' 5-1-12 3-44 3-4-4 5-1-12 ~ . Scale = 7:30.0 6:8 3 I 4.00 12 5x6 5x6.- 4 2 Wi w2 / THD28 THD28 ~ ~ ~ THD28 ~~r I . 5 I ,I ^ rl gt B7,, ~ !i ~ 4x10 =TH028 THD28 TH028 THD28 4z10 ° I 4x10 = 8 7 6 THD29 I 4z10 = 5x12 12z12 = 9x17.5MII76= THD28 THD28 I s-inz a-s-o 11-'104 n-ao - ~ , 5-1-12 344 3-44 5-1-12 PlateOHsets X,Y: 1:1-4-9,0.4-15],j1:0-0-12,Edgej,[5_1-4-9,0-4-15~ I5:0-0-12,Edge] 16:0-8-120-6-01 LOADING (psfl liSPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.97 iVert(LL) -034 7$ >583 MII20 1691123 Lumberlncrease 1.15 BC 0.96 ' Vert(TL) -0.48 7-8 >411 MII16 TCDL 7.5 I 127/82 , BCLL 0.0 ' Rep Stress Incr NO I WB 0.98 I Horz(TL) 0.10 5 n/a ~ BWL 7.5 Code UBC971ANSI95 ~ I tst LC LL Min I/defl = 240 'i Weight: 1601b ~ LUMBER BRACING i TOP CHORD 2 X 4 SPF-S 2100F 1.8E TOP CHORD Sheathed or 2-4-13 oc purlins. 80T CHORD 2 X 8 DF 1950F 1.7E 80T CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. WEBS 2X4SPFNo2'ExcepY W 1 2 X 4 SPF 1650F 1.5E, W2 2 X 4 W W Stud W2 2 X 4 W W Stud REACTIONS (Ib/size) 5=735810-5-8, 1=7358/0-5-8 Max Ho21=17(load case 5) Max Uplift5=-2480(load case 6), 1=-2480(load case 5) Max Grav5=8430(load case 3), 1=8430(load case 2) FORCES (Ib) - First Load Cas= Only TOP CHORD 1-2=-16975, 2-3=-11923, 3-4=-11923, 4-5=-16975 BOT CHORD 1-8=16169, 7-8=16169, 6-7=16169, 5-6=16169 WEBS 2-8=3369,3-7=7290,4-6=3369,2-7=-5365,4-7=-5365 , NOTES 1) This truss has been designed for the wind loads generated 4y 100 mph winds at 25 ft above ground level, using 7.5' V pst top chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevere exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip inerease is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) All plates are MII20 plates unless othervvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2480 Ib uplift at joint 5 and 2480 Ib uplift at joint t. 7) This truss has been designed with ANSI(fPl 1-1995 criteria. Continued on a e 2 70b Truss TrussType ~Qty I ~.Ply ' ESTORFEDAK I I3FEDAK TOt ~iQUEENPOST ~IS I1 -2-0-0 4.8-2 8-6A 12-3-14 17-0-0 19-0-0 z-ao aa-z 3.9-14 3-9-14 4-8-3 2-0A Scale = 7:: 4z6 = 4.00 2 1.Sx4 N ~ 3x4 = 3s8 = 1.Sz4 % 5 314 = N 7 LOADING (ps~ SPACING 2-0-0 CSI ~ DEFL in (loc) Ildefl 'I PLATES GRIP MII20 1691123 8 11 2 0 TCLL 30.0 Plates Increase 1.15 TC 0.51 '9 9 - . Vert(LL) - TCDL 7.5 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.19 2-8 I BCLL 0.0 Rep Stress Incr UBC97/A d YES NSI95 WB 028 , Horz(TL) 0.04 6 nla Weight: 5516 tst LC LL Min Udefl = 240 BCDL 7.5 Co e LUMBER TOP CHORD 2 X 4 SPF No2 BRACING TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E 80T CHORD Rigid ceiling directly applied or 9-&5 oc bracing. WEBS 2X4WWStud ~ I REACTIONS (Iblsize) 2=91210-58, 6=912/0-5-8 Max Horz 2=22(load case 5) Max Uplift2=-420(load case 5), 6=-420(load case 6) , Max Grev2=914(load case 2), 6=914(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1140, 4-5=-1140, 5-6=-1568, 6-7=24 BOT CHORD 2-8=1478, 6-8=1478 WEBS 3-8=-423.4-8=417,5-8=-423 NOTES t) This truss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level, using 7.5 pe top chord dead load and 7.5 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers ex(ist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grio increase is 133 2) Design load is based on 30.0 psf specfied roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 168, UBC-97. 5) One R77 USP connectors recommended to connect truss to bearing walls due to upl'rft at jt(s) 2 and 6. I 6) This truss has been designed with ANSIlfPI 1= 995 crilena. LOAD CASE(S) Standard ,Lt T.. iss Truss Type ; pty ply NESTOR FEDAK GE1 , DROP TC GABLE 1 1 .3-FEDAK ~ ' ' o ional . High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR7 s Nov 16 2000 MiTek Industries, Inc. Wed Feb 19 1132:57 2003 Pa9e 1 -2-0A 8-6-0 17-041 19-0-0 2-0-0 8-6-0 8-6-0 2-0-0 Scale =1:35.5 4x6 = 4.00 12 6 7.5xd 1.5x4 11 r 5 7 i.5z4 '.1.5:4 II 4 g ~,t T 5 a $72 ~ T 3 I 9 N j i N 2 I \ 10 a ~ 'i~ri ~ d d~ e II 3 4 13 12 S 8 = 8 I1 x x 3x8 = 5x 16 15 1 1.5x4 'i 1.5x4 II 1.5X4 II 1.5z4 II 1.5a4 II 17-0A 17-0-0 j Plate Offsets (X Y): [2:0-2-7,Edge] [2:0-2-5 Edge] [1 0:0-2-7,Edge , 10:0.2-5,Ed e ! LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP I TCLL 30.0 Plates Increase 1.15 TC 0.42 Vert(LL) n/a - nha ' MII20 1691123 I TCDL 7.5 Lumber Increase 1.15 I BC 0.08 I Vert(TL) 0.05 1-2 >473 I, BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 10 Na ~ BCDL 7.5 Code UBC97/ANSI95 (Matrix) I 1 st LC LL Min I/defl = 240 I Weighk 54 Ib LUMBER BRACING ~ TOP CHORD 2 X 4 SPF No2 TOP CHORD Sheathed or 10-0-0 a purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling direetly applied or 6-0-0 oc brecing. IOTHERS 2X4WWStud REACTIONS (Ib/size) 2=338117-0-0, 10=338/17-0-0, 14=264/17-0-0, 15=117/17-0-0, 16=328117-0-0, 13=117I17-0-0, 12=328/17-0-0 ~ I Max Horz 2=20(load case 5) I Max Uplift2=-273(load case 5), 10=-275(load case 6), 15=-77(load case 5), 16=-78(load case 5), 13=76(load case 6), 12=-79(load case 6) I Max Grev2=411(load case 2), 10=411 (load case 3), 14=264(load case 1), 15=146(load case 2), 16=383(load case 2), 13=146(load case 3) , 12=383(load case 3) I FORCES (Ib) - First Load Case Only ~ TOP CHORD 1-2=47, 2-3=63, 3-4=138, 4•5=103, 5-6=117, 6-7=117, 7-8=103, 8-9=138, 9-10=63, 10.11=47 BOT CHORD 2-16=-86, 15-16=-86, 14-15=-86, 13-14=-86, 12-13=-86, 10.12=-86 W EBS 6-14=-224. 5-15=-107, 416=-258, 7-13=-107, 8-12=258 NOTES 1) This truss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level, using 7.5 psf top chord dead load and 7.5 psf bottom chord dead load„100 mi from hurticane oeeanline, on an oceupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per ' UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are nM exposed to vrind. The lumber DOL increase is 1.33, and the plate grip increase is 133 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chwd live load nonconcurrent wdh any othe: live loads per Table I No. 168, UBC-97. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 Ib uplift at joint 2, 275 Ib uplift at joint 10, 77 Ib uplift at joint 15, 78 Ib uplift at joint 16, 76 Ib uplift at joint 13 and 79 Ib uplift at joint 12. 7) This truss has been designed with ANSIITPI 1-1995 criteria. , i LOAD CASE(S) Standard ~ j3-FEDAK iGIR HOWE ; High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4.201 SR1 s Nov 162000 MiTek Indtu taes, Inc. Wed Feb 191733:01 2003 F NOTES : 8) 2-pty truss to be connected together with 10d Common(.14g"x3") Nails as follows: _ Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. , Bottom chords connected as follows: 2 X 8- 2 rows at 0-5-0 oc. Webs conneded as foliows: 2 X 4- 1 row at 0-9-0 oc. j 9) Use USP THD28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0•0 oc max. starting at 0-2-12 from the left end to 76-9-4 to connect truss(es) (7 ply 2 X 4 SPF) to front face of bottom chord. i 10) Fill all nail holes where hanger is in contad with lumber. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 1-5=-814.7, 1-3=-75.0, 3-5=-75.0 JOB NO.: 9909-01 FOR: NESTOR FEDAK INC. / SuRYEY00..• ENT'•THiYD AvlNUe / '/57 pROP. ADD. ~ • LAKG~VOOO. GO~O.U & GOC~S U pM•' »~~~11 LEGENO: ~ = APPRO%IMATE .E = EASEMENT FENCE LINE G= GAS (PS. CO.) ~ _ CONCRETE U UTILITY = D = ORAINAGE CE = COVERED ENTRV . CROSS ON WALK CP. = COVERED PATIO O= STL. PIN F.P. = CHIMNEY OH = OVERMANG (BLDG.) ' M.S/RS. = MTL. 0R FRM. SH D O.H.U. = OVERHEAD Ui1LITIES I - - - - ~-10.~ - . L~.L-.. . ~ / i~ . . 9rU0 W4iL ~ gMED Det~< I- ~ Ti 8r~' T• I ~ I 073'rJ 31.s I 4Gtt.•~ 2o r.' I • , • I I5T2u- ± 2.8 10 I I ~ • ~ ' ' • , I • I I ' 1-05~ • - - . . ~ LE6AL DESCRIPTION (PROVIDED BY CLIENT): LOT 16, BLOCK S, PARAMOUNT HEIGHTS, PART THREE, COUNTY OF JEFFERSON, STICTE OF COLORADO. IMPROVEIIENT LOCATION CERTIFICATE 10735 W. 26TH AVE. WHEAT RIDGEo COLOO~ ro li 6 V u Y' I Me:*R. geaRaorl 6.AA+YI~~ - ZOQ S,F. f iiereby certify that tiiis improvement location certificate was prepaTed for NESTOR FEDAK ,that it is not a Land Survey Plat or [mprovement Survey Plat, and that it is not to t,e be relied upon for the esta6lishment of fence, building or othfer future improvcment lines. I Further certify that the improvements on the above described parcel on this date, e:cept utility connections, are entirelr within the boundaries oF the parNej.,er,~ep no encroachments upon the described premises by improvements on any a r~g pvp} and that there is no aVParent evidence or slgn of any easement crr~al4dl. r, i except as noted.OtC~AaUO LAY Y011 n115i CMMENCE FHY l.E6Al PCiION BASEU CPpI 0N1 DEFECT IN INIS IMPAOVENENi lCCn1ICN LEFiIPILAiE Y11HIN 1HPEE YEAAS 4 1 PiTEA YW FIN51 JISCCVER SIILH GEFECi. IP NO FrENi. AAY AXY BCiIOX BPSEG ~ yyy U70N RIIY OEFE[I IN IHIS IMCPOVEnENT IOCAi1aN [FAi1F1WfE BE C1IMMENLE7 11011E p~}f iNPN 1EN TEA0.5 F0.0M IHE GA(E OF iHF CEAi1FIt0.ilON SXOYM NERFON. ' a1PrLf~~'~ 3Q ~ SEPT. 9, 1999 as shown, that there are , except as indicated,: ar part of said parcel, 99 JOB NO.: 9909-01 p ~ INC. SVIWEV00.. • 7575 WE6T iWE14N•TN1110 AvlMUc ~i.~cc.vono, co~o. ~ot~s ~ vH.: asa-u~i LEGEND: „ =APPROXiMnTE E = EASEMENT FENCE LINE G = GAS (PS. GO.) U = UTILITY = CONCRETE D = DRAINAGE CE = COVERED ENTRV . CROSS ON WALK C.P. = COVEREO PATIO O= STL PIN PP. = CHIMNEV OH. = OVERHANG (BLDG.) M.SIES. = MTL. OR FRM. SH D O.H.U. = OVEFHEAD UTILITIES FOR: NESTOR FEDAK PROP. ADD.: i J I . I ~ sH o lra z -t ~~p I \.0001 O~ ~ W4LL- O 10735 W. 26TH AVE. WHEAT RIDGE, COLO._ 4 II ~ J ~ U ~ I MAr(ER. geaR.QOr( d.AA~Ylor~l - 7A4 S,F, DcLVC ~ I -14' 1'0.5 t ~-s;cz•r 8,~~~vc r i I . TiB" `T ~,0,35 ~1. ' ~ . 4ptz.•6 zo r . . 2 .a 161 : . . : 1 ~ ~ IU5 1L~ • ~ '•I _~J'+--'- • W • Z CoT►{ . --j - - LEGAL DESCRIPTION (PROVIDED BY CLIENT): LOT 16, BLOCK 8, PARAMOUNT HEIGHTS, PART THREE, COUNTY OF JEFFERSON, STItTE OF COLORADO. IHPROVEMENT LOCATION CERTIFICATE i i 1 fiereby certify that tfiis improvement location certificate was prepared for NESTOR FEDAK ,that it is not a Land Survey Piat or Improvement Survey Plat, aiid that it is not to Ge be relied unon for the esta6lishment of fence, building or other Future improvement lines. I further certify that the improvements on the above described parcel on this date, S E P T. 9, 1999 exccpt utility r.onnections, are entirely within the boundaries of the parNej.,,C ept as shown, that [here are no encroachments upon the described premises by lmprovements on any a 9 pr~,~ ezcept as indica[ed,. tial and that there is no apparent evidence or slgn of any easement cros rl ar part of said parcel, except as noted. ~J ~.4~o% if~G,~~~ S xan~E: • • ;LCOROIM6 10 CClG0.,100 LAY YOU MIISi :OMMENCE ANY LE6At FCiIOM BF5:0 OPD11 aN) UEfEtt IF iHli ItlPqOVEnEXi LCGIICN CEFiIG(CAIE PIiHIN iHpEE YEABS . * ~t BLTEA YOU FlF51 JISCOVEB SOCH LEFELi. IN NO EVENi. AAI AXY AC110N BASEO Ir ~ UPON axY OEFE[f IN IHIS IXinOVEtlENi lOWiION CEAiIFICRfE BE [OMIIENCEO 1100.E B ~ry~yrt{xf iNPN iEN 7FPA5 FAOn tXE OAtE OF iHE [EAtIFICaiION ;xOYM HEREON. qCr R~7~~ U w~.- ~ (D 3~~#,u + T" ?-A cry Vh~v-,&kLb Zxlz. 45r/~-Ifz. a zA'' cr~P) _ 4 1 T 2 x 40 jp,~t 5 $-A 4- " it-k CxVU~~~ K-Xi -T-c> 4,,-4~ t. Zx WALL. svr~w rt4~, 6[A2 2I_ I C)" \ Z~ IUD R., W ~ SrM~~N 2.1 Y L < ~ n ~~j X Z Zx 5 L) ~ 'i ~ ! .........._...,...__....._.~..w..~......._..Y..,....,,,......._.. ~....~...W.... _w_..4__._. ~ Zxh~,lo~hY ' n Nq r ~ ! z~~ r~ ._........~..W.,a. ~ . ~ v. _,.._..~n ..~.~._....______...s._..~w...._._-_.____. ~ (3 ~ P J ~~n~ • .~.r..,..._.,..~..,e._,.........~...,....,...._.,.M. 1 I ~ ~ ~ ~ l - ~ ► ~ I i _ -'O S ~P S~ G . ~ D ~ 1~ iJ~ ~;~~alv ;-ltf ~ ~t ~ dvP 14 V~ ~ `~fi-bd~1 ! N U~ ~ r~ t~ ~ ~ ~ ~ z.~o LY`~P~ $I M~ X35 rr P) 1~~ '{~~`1~{ ~.~7t~( ~t o~~;~; C. Y (raxc, G~ ~rNc 3) 2~ c tj w......_._.__~,. E ~ ? } 0 ~ ~ v~. 5 - d, =:i M~~ 1 I *r 1 1 S r 00 ~ M -M L 0 ~ ti t 05~ ~t ~ ~°1~. ~iA~~W r . SNP al.~- W..~ `T'D R~M~~~u CY p) oU ~ ' ~ N ' ~ ~9 n~r~ ~1 ! ' 4 ' y 0 ~X~ Nn,u-~ cob seporote smptng sera. A t Orwill also be required on i ~ ~ r eooh level Sod in the basement ~ ~ y 1 l P = f...-' ~ \ ~ `"`w... 1,,,, , ~.R ~ 1 \ t ~ ~ ~ I 2 Z,~~O`t Z' / "8 x ~ a ~ , I 1 -,x`r ' 1 ~ 4x 3x 3~ ~ ~ 4" f ~ 1 I i ~ 1/~t P~ ~ ll ~t U rt I l i LAY , ley,. ► ~ ~ Z I { o ~V~ l~r, N' A 1 SMiN~tl.Pt,~ M~ - r ~ fL. ~ ~ ~ Fl~-,D . s \11 3 _ M _ S I ~ ~.►~vA ~a~l 1 ~ I x i.~ fZEt~woo~ ~e~5 5 M~S~ H2,5 _ ~ u~, 1 ~luQ.~tr,~ C ~ ~ 30 luh a i ` N ~ W ~.JA 3~6 ~Z ~ ~ u. 1 .fie d ~ ~l ?xl~ "~1 v~✓G Ilo o~G1 Z i } f it / ~ A ~ ~ d r.~a~-h ~ e:U i ~ 51Dirl `Tb ~i M Tr-ti ► ~ 1 ~t~I~~ 1 I ~s i '1"' ~ >3 A'P,~ 40 2~J /!V n L - E ~ G' G►.~ ►J~l~ f. r- ~ ~I,LVQ ~x . 1 V ~I 4 f ~ ~ ~ 2x ► - ',11 Z~~ t'nN wi~.L Z,c►d~5 I ,2;~o,C^► 3 ZK ~ Y ~ ~ D~pOfZ 3b~~P._ Jo 9 V ~ ~ ~ I Miu ~ Z yam'" ram„ (~Dg • Lam/" ~ . A ..'~.1 _~':~rt~.. ~L1.~~ OK 7o VSp. A,~ {J~+~ ~^J, ~~Z Pp N, t 3, „~.i' ~ - - ~ , ~ , z ~ I - o 9 ~4 73 ~ f~ ~ u~~ fit; . Za.~Z, DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10335 ~ BUILDING INSPECTION LINE - 303-234-5933 Date : 4/5/00 CITY OF WHEAT RIDGE , 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10735 W 26TH AVENUE Contractor License No. : 18793 Phone : 232-8381 Company : Wheeler's Plumbing Heating & Cooling Corp Phone : 452 1420 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $500.00 i hereby ceRify that the setback distances proposed by this parmR 2 and do not violate applicable ordinances, rules or regulations of the covenants, easements or restrictions of record; that all measuremei made are accurate; that I have read and a8ree to abide by all condi application, and that I assume full responsibility for comPliance with Code (U.B.C.) and all other applicable Wha`at Rigpe ordmances, for (OWNER)(CONTRACTOR) Description : REPLACE 50 GAL WATERHEATER e accurate, Permit Fee : $23.50 at Ridge or nd allegations Plan Review Fee : $0.00 on this tidae Buildina Use Tax : $7.50 Total: $31.00 Electrical License No : Plumbing License No :18793 Mechanical License No : Company : Company :Wheeler's Plumbing Company : Heating & Cooling Corp Expiration Date: Expiration Date : 4/5/01 Expiration Date : Approval: Approval: DM Approval: (7) This permit was Issued in accordance with the provisions sel torth in yopur applicadon an0 is subI'ect to the laws of the State o( Coloratlo and to the Zoning Regulatlons and Buildin8 Code W Wheat Ritlge, Colorado or any other applicable ordinances of Me Ciry. (2) This permil shall expire if (A) Me work authorized is not commencetl within shcty (60) tlays from issue daM or (B) the building authorize0 is suspentled or abandonetl for a penod W 120 days. (3) If this permit expires, a new permft may be acquirad for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans antl specificaUons and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, NII fees shall be peitl for a new permit. (4) No work of any manner shall be done that will change the natu2l flow of water causing a dreinage problem. (5) Contrac[or shall nMiy the Building Insoector twenry-four (24) hours in advance for all Inspec0ons and shall receive wntten approval on inspectlon caM before proceediing witn successive phases of the job. (8) Th hl~ 5bu~2n' QO1 a yqiienr~th~e ag~yoi al~~ Iew^r8 ule orregPulaUOntions shall not be consWetl to be a pertnit tor, nor an approval of, any violation of Ne provisions coi o- erdYtl DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIoN Property Owner : Property Address : /O 73_s- (N ,,)6 4 Va Phone : 3 0 3 -,,?-3-2- - ~-3 R ~ Contractor License No. : /B 793 Company: el 0- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone :2a 3 1 hereby certify that the setback distances proposed by this pertnit application are aceurate, and do not violate applicable ordinances, rules or regulations of the City of 1Nheat Ridge or covenants, easements a restrictions of rewrd; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this applica6on, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat "e ordinances, fo~pork untler this pertnit. (OWNER)(CONTRACTOR) Description p~~ /Y GAe- Construction Value : S'~o 00 Permit Fee : z3 - 9`) Use Tax : T so o~ Total: 31. BUILDING DEPARTMENT USE ONLY SIC : Sq. FC : Y Approval: Zoning : u Approval: ' Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnit was issuea in aawrtlance wiN the Orovisiws xt krtn in yapur appiiwtian and is sueject ro the iaws oi the SWte of Coiareao ana to the Zoning Regulations antl BuilEing CoEe of Wheat Ritlfle, Colomtlo or a~ry oNer applirabk ortlinanaes of Me City. (2) This permit shali expire d(A) Ne work aut~onzeE is rrot mmmenceC wifhin sizy (80) Eays fiom issue tlate or (B) Ne 6uiltling authonzetl is suspenOeE or a6antlone4 tor a penoC W 120 days . (3) I( Mis pamit expires, a new permft may be acpuired for a fee o/ ono-hatt the amount normaly required, proviEed no Uanges have Ceen or wili be metle in pro onginal plans antl specifica6ons an0 any suspension ot ahantlonment has nat exceeCetl one (1) yeac If changes am matle or if sus nsion or abantlonment excaetls one (1) year, iull feea ahall be paid kr a new pertml PQ (4) No work of any manner shall be tlone that will ctiange the naNral flow of water pusing a E2inage proClem. (5) Contractor shall noGy the BuilOing InspMOr Mronyfour (24) houn In aEvance for all inspecdons and snall receive writlen approval on inspectlon aN Eefore Crxeetliing wiN suaessive phases of the 7~oD. (6) 7he issuanx of a pertnk or the approval W Oiawings anE specifimtions shall not be mnsWed to be a pertnit Wr, nor an approval ol, any violatlon ot Me provisions o( the builAing cntles ar any other orCinance, Isw, mk or regula6on. Chief Building Inspector U lp~r 2^,.^"' ~ R ZT1yIENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10103 fiLDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 2/10/00 + 7500 WEST 29TH AVENUE iEAT RIDGE, CO 80215 - (303-235-2855) Pr,O ?rPp Gof~traclor pe[ty Owner : ~rty Address : 10735 26TH AVE License No. : Company: OWNER/COt~TRAC~OR SIGNATURE OF UNDERSTANDING AND AGREEMENT and tback distances proposed by this permit application are accurate, I hereby Cert ify S t Nhe se donotviol ~e appli¢able ordinances, rules or regulations of the City of Wheat Ridge or covenants, e~ ment~ p~ restrietions of record; that all measurements shown, and allegations made areacCU~te; Eha~ I fiave read and agree to abide by all conditions printed on this application, aqd,that I aSsume full responsibihty for compliance with the Wheat Ridge Building Code (U.B,C.} ~ ; , (OWNER)(CQNd all ap~ecapplicable Wh@at Ridge ordinances, for work under this permit. k~ ~ i iTRACTO R)SIGNECd`~I~k-Ge+'~---~C 1le~-~ DATE Z'~U . , s : Descripti0Xt : , Company Expiratior~ (1) : (2) - (3) 4 (6) DECK ENCLOSURE UNDER EXISTWG ROOF enso'No fte BUILDING DEPARTMENT USE ONL BUILD TO CODE REQUIREMENT Roof Piumbing License No : Company: Expiretion Date : Stories Phone : 232-8381 Phone : Construction Value t $4,000.00 Permit Fee : $97.z5 Plan Review Fee : $0.00 Use Tax : $100.00 Totai : $197.25 " Use: SIC : Sq. Ft S Residential Units : Y Mechanical License No Company : Expiration Date : Approval : Approval n accordance with the provisions set forth in yopur application antl is subjeci to the laws oF the State ot Colorado antl to the 2oning . . 11 Cotle of Wheat Ridge, Colorado or any oiher applicable ordinances ot the Ciry. .(A) the work authodzetl is not commencetl within sixty (60) tlays from issue tlate or (8) the builtling authorized is wspended or , of 120 tlays. iew permR may be acquired for e fee of one-half the amount normally required, provided no changes have been or will he made in Me fications and any suspension or abandonment has not exceeded one (7) year. If changes are matle or'rfsuspension or abantlonment ill fees shall be paid for a new, pe"it . ahall be done that will change the nalural Bow of wafar causing a tlrainage problem. ie Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspecUOn cartl Detore sive phases ot the job. it or Ihe approval of d2wings antl specifcations shall not be cons[rued lo be a permit for, nor an approval of, any viola4onbf ihe provisiGns . 'Iny othe~(jortlinance, law, rule or regulatroa spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: Z/ZICD 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner : Property Address W, Z(~'►~ ~ Phone :303 - 013 Contractor License No. : Phone: Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbaek distanees proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regutations of the Ciry of Wheat Ridge or covenants, easements or restridions of record: that all measurements shown, and allegatians made are accurate; that I have read and agree to abide by all cond'Rions printed on this ication Codle (U B.C.) anda4allo her appl Ible Whea~t Ridfor ge ordlnlancesWfoh work underRhis pertniding (OWNER)(CONT OR) SIGNED DATE Construction Value pQQ Permit Fee : i _4 UseTax: 1G6,-60 Total Use : Description: C)~- V~L Z1~ Approval : (ll~i~ ' Zoning g~i~MbTTti~'RtB~ Approval : Approval: ~v;ld ~o Go% re~ c,-~~rnen~s lfedsNola pwner / eoauaetor fs responsibb Gor 1 Iines and consWcting imPravemrnts Occupancy : Walls : Electricai License No : PIiff"9e6 Company: Company: Expiration Date : Expiration Date : Approval: Approval: Expiration Date : Approval: (1) This permit was issue0 in accordance with the 0~`^$ions set forth in yo0ur applicatlon an0 is su6jec[ to Ne laws of Ne State of Colo2CO and ro Me Zoning Regulations antl BuilOing CoCe o/ Wheat Ritlga Colorado or any other applira6le ardinances of the Ciry. (2) This pertnil shall expirc if (A) the work authonzetl is not commencetl within sixly (80) tlays hom issue date or (B) the builtling au[horizeA is suspentle0 or aDantloneO for a penOtl of 120 tlays. (3) If this permit expires, a new pertrnt may be aWUired far a fee of one-haH the amounl rwrmally requireQ provitletl no changes have Deen or will he metle m e original plans antl specifiralions and arry suspeosion or abantlonment has nW ezceeAed one (1) year. If chenges are matle or if suspension or abanCaament excee0s ane (1) yeat, NII fees shall be Paitl Mr a ixw pertnit (4) No work of any manner shiall be Cone that vnll Uange the naWral now ot weter rausing a Cramage problem. (5) ConVador shall noli(y the Building inspector Nrenb-rout (24) hours in atlvance for all inspeclions and shall receive wntten approval on inspection aard before oceetliing with successive phases of Ne job. issunm (6) pr ot Ne bultlg ocotles or any oMepord nalnce, law~r9use o~regula0o qons shall not be consWeE to De a permR for, nor an approval o/, any violation oi Me provisrons Chief Buiiding Ins ctor BUILDING DEPARTME U E ONLY vl4t`~. ~RC~bSU.~ Ft. C.Z•~1 ~ Units : e for inaccurate info n set anany construcuon inaccurate infomiatioMechanical License No : Company : JOB NO.: 9909-01 ' ...~..~.,~v.~......~... i FOR: INC. ~i.KC...ooouavoroo ~eoeise~ vNENiaaa ~ ~eNUr PROP LEGENO: ~ ~ ~_T = APPROXIMATE E = EAS[MENT FENCE LINE . G = GAS (PS. CO.) ~ U UTILITY ~ = CONCRETE . . D ~RAINAGE ~ CE = COVEPED ENTRY ~ CROSS ON WALK ' C.P. = COVEFIED PATIO O= STL PIN ~ F.P. = Cf11MNEY OH. = OVERh1ANG (BLDG.) . M.S/F.S. = MTL O!7 FRM. SH D O.H.U. = OVERHEAD UTILITIES ~ ; - - - -10~~- ~ I S ~1.~... . ! ~ALL> rj „ , ~ ~ncl~~~ , ~ ~ V~~~. . aw,o M-t / S..Efl I I l I Tu-, I I I NESTOR FEDAK ADD.: 10,735 W. 26TH AVE. WHEAT RIDGE, COLO.~ II I ~ l . V N ~ I ~ , ~ I ~ ~ '14' ' _ ~ ^ S ~ p2~1 $yx,~ G4G U~ 'C3Sr~`T• ~ ~o,3s ,4pc~,•~ ~ zo 2.6 ~Q ' : k~ • . _ . , , . • : ~'PH/a~.T . ~ los~ ~ Z~T'~; ~.~~r ~ in r I I I ~1~ ._E PlanNot~ lines and constructing improvements accordu~to fl LEGAL DESCRIPTION (PROVIDED BY CLIENT):approvedplanandreyuireddevelopmentstandard~ The City is not rosponsible for inaccutate i~'o~ii LOT 16, submitted within the plan set and any eonshuction B LOC K 8, ' ~rs resulting from inaccurate information. PARAMOUNT MEIGHTS, PART THREE, COUNTY OF JEFFERSON, STItTE OF COLORADO,' I It1PRUVEMENT LOCATION CERTIFICATE I hereby certify that lhis improvement locatio~ 'certificate was prepared for NESTOR FEDAK ,that tt ls not a Land Survey Plat or [mprovement Survey Plat, and that it is not to be be relied upon for the establishmen4 of fence, butlding or other Future impruvement lines. i f further certi(y that the improvements on the ~above described parcel on this date, SEPT. 9, 1999 except utility connections, are entirelY within the boundaries oF ~he parcej,,,~ ept a~ shown, that there are no encroachments upon Che described premises by imptovements on' any a 1~,',p1,~,~g~p~n excePt as indicated,:. and that there is no apparent evidence or slgn of any easement cros r,Yi~~j~j ar part of said parcel, except as noted. ~J ~~t~.,~~~ ~ N011[E: ~ ~ . ~ . ?CCUP~IM6 10 WLGRa00 LAY YOU XUS( COMMFNCE ANY LE6AL Ap10N APSEA LPON ' ~I /I ~ aNY ~EiFLf IX tX15 InPRUVEAFXi lCLF1ICN CEFi(FICafE AItNIX iNAEE YEABS , ~ .1`t aGIFA YOU fIR51 JISCC4EA SU[N GEfECi. IN HO EVEX1, MAY AXY pCIIOX BASEO ~ ' ( UPON ANI AEiE[I IX IHIS IAfPOVEMENI IOCAiION CENiIFI[AiE BE LOXXENLfO.IIOqE :~Qi~'L~Yf~~,{Q fi g~9 iHRX tEN 1EAF5 FAOX INE GPIE OF iHE LEAfffi[B110N SN~YN NfAEON. ~ ~ ~ 1~ ~ii'~j_~~ ~Sr~IR ~ 1~ ~ ~n. ~ nr nn~ v ~ . . . . . Recorded at_ Reception No. TIIIS DECD OF TRUST, Made this 19 91 , between RECEPTIpN NO. 91070370 8/06/91 13:22 5 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO 12th aayor June Nestor L. Feclalc and Linda K. Reese thegrnntorhereinwhoseaddressis 10735 SVest 26th Avenue, F]heat Ridge i DD Countyof Jefferson andStuteoCColorado, and the PUBLIC TRUSTEF of the County or City and County in which the property described below is situated, in [he State of Colorado, Wilnesseth:TheCrnntortosecure the promissm-ynote(ilqbearingevendateherewith,forthetotalprincipal sum of One Hundred Ten `M'lOllShcld dollars, payaGletotheorderotEugene F,edak and ThE'OClOSld Fedak in the bene(iciary herein whose xddress is Joint tenancy , 3650 Levais Street, 1-4ieat Ridge, Colorado , after the date thereof, with interest thereon 6om the date thercof nt tlhe rete of 8% percent per annum, principal and in[eres[ payaLle in monthly installments of $807.14, does hereby grnnt and convey unto said Public Trustee the followinq described property, situxte in the County of Jefferson , State of Colorado, to wih Lot 16, Block 8, Paramount Heights, Part Three (3) City of Wheat Ridge, County of Jefferson, State of Colorado also known as street and number 10735 S4est 26t1i Pvenue, CTiieat Ridge, Colorado "I'OII.N'EAhUTOIiOLDUiexameloRi4herwithellappaItenanttn,in4uatneverlh¢leae,lhslincaaeo(Aefaultinthepaymentolaaidno~eorenyp rtthereof r interext t hereon, or in the performonce of eny eovenente hereinntler sul fnrth, then u non lhe benefiriery (note holder) filing notice of election vnd Aemend Por =nl,u~idPuLlicTrustee,nfterndvertisin notire ofaaid seleweekly,frnotle.sthanlourweeks,inaomenewapxperofgeneralcirculationinsxiJcounty,ehnll ••1iii~~i.. oo~.~tri~~u~r~iann~•? m iae,ifi>'IawineffeelatlhetimenffilinQaxiAnatirexnddem.nd.u~puLLcnuctionforcush.etanYProl~~•rplncedesiRnalrAin the imlire of snle.0ul of lhe proceeds ofaoid eale seid Truetee shall retnin or pey fiist all fees,aharQea anJ aosts and all maneya aJrmred for taxee, insarnnce nnd na.eramentx, uron any prior encumbrenre, with intmest thereon, and nay the prin<ipel and i terest Jue on aeid nole, rendering the o%eiplualilan)-J unto ihe grxntor; and fler lhe y retian of the time f redemplian, suid Tniatee shnll eyecule enA Aeliver to the pmehaser a deed io me p.onerU~ sold. The Aene fii~imy nmy purchane aeW property or any purt tLereof et such eele. The Ri'nnlor covennntn lhnt nt LLe time of Jeliver5' ol t6ese presenlr. he is aeizeJ of aeid propertY in fee simple, and that xaid property ie free uf en<umbinneea, except general taaces for 1991 and subsequent years, easements, restrictions and reservations of record, if any; nnnd Nlurt Le w; II heep ell builA inRS ineured Por (ire end extenJed covernge in emounl equel to tLe unpeid balanee of saiA mte with losa pnyable to the Lenelicinry, A ill pxy II taxee and n..esamenta egairmt .erd property nd emounts due on pnmencumbrancee, and ifhe ehnll feil to pey invurance premiuma, Iaxes or emuui ts A'mnn .niorenvumLrnnee, the beneficinry moy pey the snmr and all xmounts sa pxid s6e11 Leaome eddrtional indeblednemdue heretmder; and in case ~<<m'•,lo.oi 'e, he e wJl ney un mtorney'e fee of Should the beneficiary aourt coate nnd e reeeo releaae and weive all cl If ell or nny pprt , excludin (n) the sr<al houe<hoFJ appliencea,( three yeere or lene net ~ Ge immedinl.lv Ao.- IY anr or - . (1) : ~R~.:Y•. / . ~ n~` Nm,.rr~~nu~.- , the grentor egreea thnt all and the grenlor doee hereby uy onm ueea ot rrust to priorto thc aele or trenafeq beneficinry nnd the nernon to it of euch Oereon ie eotiefnetory lo beneficiery and thel the Ury ehell requeet. anyofthecovenentaherein,theneeid princiynleum hereby at once, enything in eoid mte to the cantrery mtwithatnn0~ I (ailure [o deliver euch posaeeaion [he beneficiery ehell be rindiclion. ngulnr, and [he uee of nny gender ehnll be npplicable to ell iere6entativea ceeaoroandnaaigneofthepartieahereto. ,ane of the S~tele of ColonJo, or of the United Slxtea, etmh . n':,ySPATF.OP COIARADO, I ~7 _.'.countrot 1xs. ' r n Theforegmne~~~.liiineulwnsuoknawledRedbeforemelLie (Q,~ . 10 9 i bv " h,,Cour,„mne.,,~~~, 2 l49,1 e) \Vrtnens n,v hand and uffir nl.eenl. ' I NO. 923-C R¢ V. 178 - DF.F.D OF TqUST TO PUOLIC TqUSTE15. (Due on Sde Clwn) - Shorl Pnrm - -Bradfor,IPahlishiny.5xS5N.M1iAA.....LnkmvonA.COFO:Ia-UOII'-l)-fi`J00-5-XI y~/ EX~4xIZ~lAG~ REpN1 ~X , Sh-`~~I~ rX. RpOF t7J VENT UI.~~i RS)U~ - (Zpo ~ ~t~ ~ E'L~, ~ OF ~IUrJ!„~ _ 1 I} ~X~ ~'~r~l~ JC) ~aJ f 1~~3~'~ ~aP~Ck C~ 30" o,C,, s .r I ~ ~ '~~i 1. EX, 4x io g~c.i..~ C~-1T'' v I,~LL, ~ ~ 8 p.~ So1~FIT VGNY EX, 4 x ~ R.EAM ~a~ f ~ ~tDn,Y~, °b'rto a0o~ ~'/b° Su3~~~-ocTC ov1~ ~X. Zxrp b¢~< .~.pr1KS . r, I SEG 101 /~c'/~, ~~2„ ~r `~i~_- i - ~s w 1. ~ S ~ v ~ _ 1~'~-3~, t1 - "L` f~{`, ( _ ~ pii ~1 ~ i~ A I ~ ~ ° A c~au~ ~ ,T oF~~J DEUL a~' ! . uNp~ riooF i i i- - i~ i ~ i ~ ~i i i i 4~. N I O~ G4N ~7L~HT'4 ~TYr'~ _ _ _ _ _ _ _ ~ ~ I . ~ o00 ,I ~ ~ TrLdG~ L-i ~ NTS s, ~I I ~j ~ i i ;i i i I i ~.X. ~x-r, wd1L- w f~R1LIL VF.NE~2 ~ ~ ~ / V ~ NEw Ficox.H iJooQs ~N Pi.dcE o~ St.~~~zS FLAN V ~~W 1r~7~,~ ~l 7f _1L A-a kA LYs-.----... f ,_._,..~..~...M...,~.,~,...... ._..1W,._...,._~ - _,...r.._ - . 1 =~_l. Y.` , vc~ -,-_t i .1. g) `rj Y ~ ii ~i r t~ ~ ~ r r y: r / r r ~;tt / ~P i ~ ' ,~l e~~ ff L ~.t. tff % l I~ I I J . N' l ~ ~ ~ ~ , , t r,. a r ~ t ~W'Q.~ ~ ; ~ , ~ , ~ r~a~, (a,, ; ~ ~ ~ / , r,: i i ! ~ i r ~ ~ / / I i f ~ ~ r ~ r r , ~ ` ~ J` ' ~ i t " a r 1 r fi: f r ~ 0 ® t ~ ~ ; ' ~ i ~ r~r r ~ t ~ I / r ~ y l ~ l / r r r 1, . ~ : ~ i r r ~ ~ ~ Y ~ ~ ~r ~ ~ i ~ ~ ~ ~ 1 ~Y/- y If. _ ~ i ~ 4! 4 r 1 I ~,i ;4~ ~ o ~ a ~ , l 1 i 1..... ~ ~ f - - ~ ~ , a J: A b. ~:r• e.~` ~.F.~a ~ ~ f x ~ 1._,,.~ r~> ,~r , ~ ~ ~ Dl ~ t - / l G~ -t ~ ~ l~ r ~ 's ~ r---- ~ COX r ~~4 f~~~~s~ ~ ~r r r / 1 ~ ~ ni_ =9 _u ~ 9 ~ a a I , 1 3 ~ ~ x ~ rt ~ ,r ~x ~ t~ ~~',v, ; , ~ 4 ~ a I ~ ~ ~ c ~ ~ ~ = ~ 1 ~ ~i~ ~~Il:~ =1i1~~~~- ll r~ Y' ~ ~ - 3 ~ ~ ~ i ~ - ~ ~ v i~~' ~ . ~ ~ ,v_._ I ~ ~ ~i ~ ~ it ,i H 2(cz . -a~_ ~ ~ -zh~ L ~ 4 ! ~ - ~ ~Pr'~~ ~~U N t~ I w Yy .2 ~l ~i ~'1 R ~,fJ ~ i~ - - E r, r, .t ~ 7~- x =i O.' <'x ~X~ u f I t _ ~ _ _ ~x bey ~ ~ ~ i _~M . 1, ■ ~x ~ ~ ~ ~ I~ 3 I 1 I DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9759 " BUILDING INSPECTION LINE - 303-234-5933 Date : 11/9/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Praperty Address : 10735 W 26TH AVE Contractor License No. Phone: 232-8381 Company : Phone : 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 allega4ons made are accurate; that I have read and agree to abide by all conditions printed on this Codle (U.B~C.and ) and a all otheappl cable Whait tRidfor ge odlnlancesW~or work underRhis permiding (OWNER)(CONTRACTOR) SIGNED DATE Construction Value' $2,700.00 Permit Fee : $8325 Plan Review Fee : $0.00 Use Tax : $67.50 Total: $150.75 Use: Description : Tear off shake shingles and replace w/composite shingles BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : O Approval : Zoning : Approvai: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approvai: Plumbing License No : Company : Expiration Date : Approval: Mechanical License rvo : Company: Expiration Date : Approval: (1) This pertnitwas issued in accortlance with the provisions set forth in yopur application and is subject to fhe laws of the State oF Colorado and to the Zoning Regulations and Building Code of VJheat Ritlge, Colorado or any other applicable ordinances of the City(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. (3) If this permit expires, a new permit may be acquiretl (or a fee o( one-half the amount normally reQUired, provided no changes have been or will be made in t e original plans and specifications antl any suspension or a6andonment has not exceedetl one (1) year. If changes are made or if suspension or abandonment ¢zceetls one (1) year, full tees shall be paitl for a new pertnit (4) No work of any manner shall be tlone that will chan9e Ihe natural flow of water causing a tlrainage problem. (5) Contrador shall notiy the Building Inspector hvenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediin9 wilh successive phases of the job. (6) The pss huo r~ndes or l am t othePO Oinaoce law~nuse or d secifications shall not be construed to be a permit Por, nor an approval of, any violation of the provisions DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE / WHEAT RIDGE, CO 80215 APPLICATIo N PropertyOwner: ~~]2s}G~~Li~~(~ FrGt_ctk- Property Address : 16`19)5 W 2-b"~'Xz' Phone :(303)7 32-~3q 1 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : a JCD 00 1 hereby certHy that the setbaek distances proposed by this pertnit applicatlon are aecurate, and do not violate applicable ordinances, rules or regulaGons of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegatlons made are accurate; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibiliry for eomplianee with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED4L~~'~- , C~LLW pqTE II q ~ly Description: r~?/,i,i'1c'(f •S~IGtkQ S~'l.iVtC`\~i`~ LtV~CL y21~~(L'c l-lvl 6W-.p C~-l'~ C,`~~.i ~ ) Permit Fee : Use Tax : Total : Use : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : ~Iffaii ' Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Piumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This parmit was isauetl in afmrdance wiM Me pmvisions set rorth in yapur applicatlon antl is auqect to Ne lews of the State of Cobratlo antl to Me Zanmp Regula4ons antl BuiWing Code o( Wheet RiOqe, Cobrotlo or any otner applirable oNinances of ihe Ciry. (2) Th is pertnk ahall expire if (A) Me work auUwnzeE is nol commenceE within eixly (80) tlays from issue tlate or (B) the buildinq authorizetl ia suspenCeO or a6antloned for a panoC M 120 tlays. one ( year a lee of onrhalf Na amount rrortnalry required, ptoviEetl no ahanges Iwve Oeen or will Ce maEe in tlx (3) It this pertntt axpires, a new pertnit may he acQuireE for oriyinal plans antl specifi~ations antl arry suspension or abantlonment has rwt exceaC[d one (1) year. tt qfanyes are maae w M suspension or aEandonmenl ezceeAS 1) . tull feea ahall be paitl fw a new partniL or tlfe naNrol now of water nusing a Crainage pmblem. (a) No xrork of arry mannershall ba tl one Mat vrill chanpe IwenN-rour (24) houn in advance for all inspeclions antl shall receive writlen approval on inspec6on nN before (5) CoMract shall riWiy tMe Buiitling Inspector M the lob. proceediing with successive p~eses (6) The issuenca of a pertnit or the approval a Arowirqs anA spetlfintions shall nol be conaWed ta be a peimit for, nor an approval ol, arry violation o! Me prtwiabns of the building wdee or any M. ortlmance, law, rula or regula9on. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9517 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 9/21/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address: 10735 W 26TH AVE Phone: 232-8381 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : New roof over existing deck Construction Value : $10,000.00 Permit Fee : $181.25 Plan Review Fee : $117.81 Use Tax : $250.00 Total: $549.06 Ube: BUILDING DEPARTMENT USE ONLY M SIC : Sq. Ft. : Approval : MLC Complies w/R-7 regulations Zoning : R-1 _t~~ Approval: DM Okay ~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : decmcai ucense No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (7) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtliny Code ot Wheat RiAge, Coloretlo or any other applicable oMinances of the City. (2) This permit shall expire if (A) ihe work au[horizetl is not commenced within sixty (60) days from issue tlate or (8) the builtling authorizetl is suspentled or abandoned for a penod of 720 tlays. (3) If this pertnit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans antl specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment exceeds one (i) year, (u0 fees shall be paid for a new permit. (4) No work of any manner shall be tlone ihat will change the naturel Flow of water causing a drainage problem. (5) Coniraclor shall notiiy the euilding Inspector hvenry-tour (24) hours in advance for all inspections antl shall receive writlen approval on inspection card betore proceediing with successive phases of the1ob. (6) The issuance of mit or the approval of tlrawings antl specifications shall not be wnstrued to be a permit for, nor an approval of, any violation of the provisions of the builtlin e r a otl~rtlinance, law, rule or regulation. Chief Bu DEPAR"6l1AENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 - ` CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ APPLICATIoN Property Owner : Ki 9S-T-u~z_ ~~bAJ<1 PropertyAddress: lC~`/•].~J 'v.~, ?,_(_py--1„ f~~l~-- Phone:30323L-S-391 Contractor License No. : WhV 303-4-W"W3q l Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertn@ application are accurete, and do not violate applicable ordinances, rules or regulations of the City of VYheat Ritlge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance wkh the Wheat Ridge Buiiding Code U.B.C.) and all other applicable Wheat Ridg rdinances, fr wark under this pertnft. (OWNER)( ONTRACTOR) SIGNED MQ- DA Description : 9") s,,.~j u ~~lJ~r i Approval:• C Zoning : ~ - 1 Approval: gI RY Approval Occupancy : Waiis Electrical License No : Company: Expiration Date : Approval: Construction Value . 10, PermitFee: aUq•J5 crn cJ-Le.G Ic Use Tax : ~300. op 7otal: Use: Clb ()C' BUILDING DEPARTMENT USE ONLY PIOwsNota Oavna / oonhacoor is nsponsibk fa Ioca1 1laes aad conswcting improvements axc approved plaa ead required developmen 71u City is not tesponsible for inaccurate tubmitted withIn the plan set and any cc errora resultiog from inaccurate infor Roof: Stories: Plumbing License No : Company : Expiretion Date : Approval: ♦ 1 ~~Ak,~ 1~Fr~e~ ,to,.,tio~ 2 6'f499v1y Mechanical S~nsem(OCEIV 9 9 Company : 11 V•..V Expiration D Approval: (7) This pemfit was issuetl in aaortlance wiN the provisions set forth in yoDur applica6on and is subject to the laws of the State of ColoraEO e Regulations and BuilEing Cotle o( Wheat Ridgq ColoraEo or any oMer appliCaEle oNlnances of the Ciry. (2) Th is permit shali expire if (A) the work auMOnzetl ia not commencetl wiNin sixty (80) Eays from issue tlate or (B) the Duilding authonzed is suspenEed or abantloned tor a penoA of 120 days. (3) It Mis pertnit expires, a new permlt may Oe acquiretl for a fee of one-hatt the amount nortnally required, proviGetl no changes have been or will De matle in the onginal plans antl specifirations anE arry suspenaion or abanCOnment has not ezceetletl one (1) year. If changes are made or if suspenslon.or abantlonment exceetls one (1) year, full teea ahall De paitl kr a new permit. (a) No work of any manner shall Ee Oone Mat wiil chanpe the naNrel Ilow of water causing a tlrainage problem. (5) Contractor shall noliy the Builtling Inspeeta twenry-tour (24) hours in advance for all inspections and shall receive wntlen appmval on inspeclion rard befom proceetliing wiM successive phases of Ne)o6. (e) The issuance ot a permil or the aOProval M tlrawings anE speafiptlons shall not be consWed to be a permtt for, nor an approval of, arry violation M the 0mvimns ot the Duiltling todflepr arty other ortlinance, law, ruk or regulalion. Chief Building INC. SUIWEY OII.•// 75]5 WE6T TWEN7`/-THI0.0 AYlNU& ln~cGwpOO, Co~p.UAOp15 PH.: IIfs-Illl , U LEGENO: =APPROXIMA7E = [ EASFiMENT FENCE LINE c; . cns (rs. co.) . U - UTIIIIY CONCRETE O = Df1AINAGE . CE = COVFf1ED ENTRV . CROSS ON WALK C.P. = COVF.f1ED PATIO O= STL PIN I EF. = CfIIMNEY OH. = OVEfiHANG (BLOG.) MS/f5. = M7L O!1 FFlM. SFI "D O.H.U. = OVERHEAU UTILITIES JOB NO.: 9909-01 FOR: NESTOR FEDAK PROP. ADD,: 10735 W. 26TH AVE. WHEAT RIDGE, COLO.~ II 7 < U ~ Ln I 1 ~ I I S V.L... ~ . I , VI ~C w $rED . , ~ L+.DN'rto#4 In IJl ~ , ' ' `s.~± ( ~ . ~ s-mrz-r arc, c.,rG rQ I ( '3 sM`T•, I ' N1 ~ lo; v 35 ! .5k.-S' I I 4pczr~ 'zd r ~c..'~°~'• I I 15z Z,e 10 I I • • , • , . I I • • ' ASFH ~ ~ I I . ~ • . . los^~; . - - ...J _ ~ c W'~• z~'oT'-~~i f~,~l~Nt,~ ' r~.,.xm~ eontractor is rosponsible for lopdng pmFp LEGAL DESCRIPTION Una and constructinB improvements according to tl (PROVIDED BY CLIENT):approvedplanandrequiroddevelopmentatanderds LOT 16 The City is not responsible for inaccutate infotmaNc , I I submittod within the plan set and any conshuction B LOC K 8, ~ errors resulUng from inaccurace 1nCocmation, PARAMOUNT HEfGHTS, PART THREE, COUNTY OF JEFFERSON, STA'TE OF COLORADO.! ! IMPROVEMENT LOCATION CERTIFICATE hereby certify that lhis improvement location certiFicate was prepared for NESTOR FEDAK - is nol to bc be relied upon for the establishmentnof fence,d building'or ~~heImp'oLemen'm~~~vemeritalinesJ that Fur[her certify that the improvements on the above described ~parcel on this date, SEPT. 9, 1999 cept utility connectlons, are entirelY withln the boundaries oF 4he parcej~„ G~ ept as shown, that there are ~ encroachments upon the desr.ribed premises by improvements on any ar' 1'~ pr~n~ except as indicated,:_ id that there is no apparent evidence ur slqn of any easement cros iyr~tx_~i ar part of said r~arcel, r.eut as noted. ~0`.,~~ i fICE: I ~i t [OAOIN6 10 [OLGRB00 LAY YOU MU51 COnMEXCE ANY LEBAI AC110N BASEO CFON r GEFI[f IN tn15 InPAOeEMEM! lCGtiCU [EFfIFICPfE pI1NIN IHAFE YFAAS IfA IDU FIF51 JISCGVEP SIICN 4EFECi, IN 110 fVEXi. XA1 pNY ACIION BASEO ON ANI DE/EC! IX fNIS IAFPOYEXFNI IOCAIIOM CEAi1iICAIE BE LOXMENCEO.XOqE i Q nM 1101 YfPAS FAM fHE CAIE OF IHE CEPiIFICAIION'NOYM NEREON i Recorded at o'clock M., Reception No. '1'111S DF.CD OFTI2UST, Mnde this 19 91 'betwcen RECEPTION NO. 91070370 8/06/91 13:22 5.00 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO 12th duror June Nestor L. Fedak and Linda K. Reese thegrantorhereinwhoseaddressis 10735 West 26th AV2[1u2, 41112dt RidcJe i DD County of Jefferson 1nd Slate of Colorado, nnd the PUBLIC TRUSTEE of the County or City nnd County in which the property described below is situa[ed, in the Stnte of Colorndo, . Wilnesselh: The Grnntor to secure the promissoiy note(obearingeven dnte herewith, for the [otnl principal sum of One Hunclred Ten `11lOUSdTlCl dollars, pnyable to the order ot Eugene Fedak and Theodosia L'edak in joint tenancy tl;eLeneficiary hercinwhosenddressis 3650 Lewis Sti'P_2t., 4•7lleat Ridge, Colorado , u(ter the date thereof, wiUi interest [hercon from the dirte thereof nt the rate of percen[ per nnnum, principal and interest payuLle in monthly instal]ments of $807.19, does hereby grnnt nnd convey unto snid Fublic Trustee the follawing described property, situnle in the Coimty of Jefferson , State of Colorado, to wih. Lot 16, Block 8, Paramount Heights, Part Three (3) City of Wheat Ridge, County of Jefferson, State of Colorado nlso known ns street and number 10735 F+Test 26th Fvenue, CTheat Ridge, Colorado '1'O 11 A\'E ANU TO IIOLD ILe nxme logelher wilh .II . ppurlen.ncea, in trunt neverlhelne, lhal in uae of Aefaull in lhe paYmmt af aeiJ note or any put lhueof or int ereet 1 hemun. or in the performonce nf an1' eovenenta hereinufler ael fnrlL. W en uYon lhe EenefieiarY Iriote Lolderl filinR notice a( eleclion ynd Jemend for saJr.FniAl'uLli<7'rualee.nfterndrertieing natireofe~idealeweeklY.fornotlexxtLenfnurweeM.r.insomenew.pnP~'rofgenerulcirculationinnxiJrnuntY.shnll n.11 xnid Prult.'1>' in 16e mxnner prmrded 1~)' Iew in effeat vl lhe lime M filinN exid imliee ond JemenA. al P.. Llic xnc4un for aosly u anY ProVer plnce desiKnnled in (hr nmice of xxle.Ont of the pro<eeda oleaW aale aeid Truelee eLall retnin or pey firat all feee,eharRea nnJ aaata anA dl moneyn advunreA for luvea, insurnn<e nnd nssensmenia. oron an)' In ior encumbronre. witli intereet lheremi. unA puY lhe nt'iuciPOl enA inI eresl due on snid mle, renJerinR 4t e ocernhnlif nn)y unto ihe N.entm-; nnA uller the eapiration af Ihe tinm of reJemptioq suid Tnislee shxll exeeute and Aelirer to the yurchn.eer e deeJ lo Ihe property aolA. T6e Lrneficimy mny purchese aeiJ yroperty or any pnrl thereof et euch nele. The n'antor cavennnta thnt nt Ihe lime of deliveq' o( lLeRe preaenta, he ie eeizeJ of aaiJ Pn'opertY in fer, s mnle. end lLot xniA yr.peny is Gei.ufeneuinhnu. ren.exeept general ta3ces for 1991 and subsequent years, easements, restrictions arxl reservations of record, if any; und tLnl he will keep ell buildinR+inaureA for fire and eatendeA covernKe in amounl equal to ILe unpnid buh~nre of eeid mle with losa pnynLle to lhe beneficiory, nnd x,ill pnp nlllexea nnA n,nessmentx nReinsl snid proyerly anA nmounta Jue on priorencumbrenree, anJ if he nhnll lnil m pey inxuranre premmm.., lexex or emmmlx due mi primenrnmbrxnee, lhe beneficinry mny pey, the eame enA xll xmuuntn eo pnid shall Leaume adAilionnl indeLleJnessdue LereunAen mnd incose uf forrcluswe, he will pny mr nllnrney'n fee ol Should the bmeficiary hereunder be mnde e party to any ncUon effectinR thie deed of trmt er lLe title ta enid nroperry, the grantor ~greee thnl all oourt costa nnd a reaeoneble euorneyl fee puiJ by tba bene(iciary ehdl Lecome aJdiliand InJebtedneee due hereunder; and the gnnlor Joe. hereLy releene enJ wsive dl cldme in naid properly oe a LomenlepJ axempUon or other evemption now er hereafter yrovid<d by law. If aII or any pxrt of the nraperty or en Intereet lherein ia aalJ er Lruneferred by First Yvt_ without Lenefieiary's prior wriHen eoneent, exduding (sl Ihe cre~tlon of ~ Len er encumbronee ~ubordinate lo thls Ueed of Truel, (L) the crestion o( a pu chaee money security interext for houeeholJ ~pplioncee, lc) ~ trennfe r by deviee, deec<nt or by operetion of Iaw upon the deeth of a joint tenant or (d) the grent o( en y leneehold intereet of lhree yeere or leee no[ containinR en aption to pu rhuee, beneficiary may, at L<neficiary'eoption, declaro a11 the auma eecured Ly tLia Deed olTruat ta be immedielely due ~nd pnYeLle. Dene(iti~ry ehell h~ve waived euch option to oceelente if, prior lo the ede or lnnsfer, beceficinry pnd the nerwn to whom the pmperty ie fa be eeld or tramferreJ re~ch agreement in wriHng lhat the credit of sueh pereon ie eutidectory [e beneficiery and thal the inlerent pnynble on the eume eecured by thie Deed of Trwt ehdl Le at euch rele ue beneficiary shall requeet. I t ie eR~eeA thet in ce~e of de(uull in payment of ~dd prinelpel or Inlereel or e Areach of any of the covenanta hereiq then uid principul mm hereLy eecureJ xod inlereet Lherem~ may ~t lhe aplion of the Leneficisry Lecome Jue and peyeLle al onee, azqlhing in eniJ note to lhe eontrery mtwithalnnJ- inq snA poaeeeelon of uld rroperly will [h<reuyon be JeliwreJ to the ben<fiaiary, anJ on failvre lo deliver auch penaeeaion the beneficiory ehdl Le mtiUedloereceiverforemdproperly,whomayLeappalntedbysnycaurtofcompeleniJuriedlctlon. N'henever uaed herein the ~ingular number ehall include lhe plurel the plural the singuluq anJ [he uae of any gender ehnll be nppliceble lo dl ~ gendere. All o( the tevenante hereln ehell be binding upon the reepective Leira, penanal ropresenlalivea eucreesore end neaiyne a(the yertiee herclo. Should any proviaion of [hle DeeJ ofTruet be foupo lo vlolate lhe stetulea or caurt declelone of lhe Atete o(CuloraJo, or of lhe United Slatea, auah provleinn eho I be deemed [o be amended to comply with ~nJ confor m to euch elatutn end deciaione. Execut; theda •ndyearfirsle ov_itt ` ` .~x u ' q'`.VS"RA'f60FCOLORADO. lsa ./~.Cmuotyof ~i" ~ . . n TheforegaineiiutruiaentwnaudnowledRedM1efor~.me lLia iaror 19 9/. br• . ~ , i 1 . AtyCOmmissionexpiree 2 lyqs ,,y Wi4poaemyhauJimAoffrinlnenl. / - ^ n~` CO~~`'. L~---N, NO. BIJ-C RlY. 178 - DF.F.O OF TRUST TO PUOLIC. TPUSTEE. (DUe on Stla Clwae) - SM1OrI Purm - . -I1r:uVnr,IPul.lishiny,3815W.6i1, Ace..L:ikc. oaJ.CON0:b1-0011:' EXCERPTS FROM CHAPTEA 23 / O 7997 UNIFORM BUILDING COOE , Division II-GENEAAL REDUIREMENTS PaR I-REDUIREMENTS APPLICABLE TO ALL DESIGN METHODS SECTION 2306 - DECAY AND TERMITE PROTECTiON 3306.1 Preparatiun of I3uilding Site. Sire prepara[ion shall be in uccordunce wi[h Sac[ion 3_01 2306.2 Wood Suppurt Embedded in Ground. Wood tm- bedded in the eround or in direct conmct with tlie earth and usad tor the suppurt ot pemmnent sVUCtures shsll ba tres2d wood un- less continuously below the groundwuter lint oc continuously s'ubmerged in fresh watec Round a rcc[ansular posts, poles und sawn timber wlumns supporting parmanent stmcmras that ure embedded in conerete or masonry in direc[ contact with aarth or embedded in concre[e or masonrv esposed [o the weather shall be [reated wuod- Tho wood shall be treated Nr ~round con[act. 33116.3 Gnder-tloor Qearance. When wood jois[s oc [he bot- rom of wood structural doors wi[houtjois[s ura locatad closar than 13 inches 1157 mm) oc wood gi[ders are lecatad closar than 12 in- chas (305 mm) [o exposed cround in crawl spaces or unescavared areas loca[ed within the peciphery of the building foundation, the floor ussembly. includin, posts. ,irdzrs, joisa and subYloor, shall be approved wood of natural resistince ro decav us listed in Sec- [ion 2306.4 or [reated wood. When the above undeo-tloor clea[ances are required. the under- floor urea shall be accessibLe. Accessibte undeo-tloor areas shall be pcovided with a minimum 13-ineh-bv ^_4-inch (457 mm by 610 mm) opening unobs[rue[ed by pipes, ducts and simiIDr construc- tioa All under-tlooc aceess openings shall be effactively sereened oc coveced. Pipes, ducts and othec constmction shall not interfere with the accessibility ro oc within undeo-tloor areas. 2306.1 Plates. Sills and Sleepers. rlll foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct con- tact with eacth, and sills thxt rest on conerete or masonry founda- rions, shall be tceated wood or Foundation iedwood, all marked or branded by an approved agency. Foundation cedar or No. Foun- da[ian redwood marked n[ brunded by an nporoved aoency m¢y be used for silis in teiriwries subject to moderate hazard, wheretec- mite damaze is not frequent ¢nd whzn specifically ¢pproved by tha building officiaL [n terci[ories where hazard of tetmite dama-e is sliaht, any specias of wood permitted bv this code mav be used foc sills when speeifieally approved bv the buildin otficial. 2306.5 Columns and Pos[s. Columns and pos[s located on con- ecete o[ masonry floors ar decks zxposzd [o the weather ue [o water splash or in basements and that support permanen[ stmcmres shall be supportad by conerete piers or metal pedestals pmjecting above tloors unless approvad wood of numral resistance [o decay or trea[eS wood is used. The pedesmis shnll prujec[ u[ lesst 6 inches (l~' mm) above esposed earth and at Iaast 1 inch (25 mm) abova such floors. Individual eonaete or masonry piecs shall project at leust 3 in- ches 1=[)3 mml above exposed -round unless the columns o[ posts that diey support are oF uppcovedwood of numcal resistance to ~ decay or treuted wood is used. 2306.6 Girders Entering Nlasonry or Concrete Walls. Ends ~ of w(iod girders enrering musonry or concre[e wolls shall be pro- vided with a1/_-inch (L'J mm) air space on rops, sides and ends , unless approved wood of namcal [esistance tu decuv or treated evood is used. 2306J Under-tloor Ventilation. Undcr-lloor arc:u shall be vent{lated by an approved mechunicul means ur by openings into tha underlloor arca walls. Such upenings shall huve u net are a ot nut Icss ihan I syunro toot foe ouch 150 squace feet (0.067 m'- for a;ich 10 m') nf underFluor area. Openings shall ba lucamd as cluse to rurnars us pructic.d und shall provida cross ven[ilatioa The re- yuired arca of such upenin,'s shall be approsimatelv tyuuilv dis- tributed alung thc lene[h uf 2[ leus[ hvu opposite sides. They shall be covered with eurrosion-resismn[ wire mesh with masli opem in,+s o[ 'ly inch (0.4 mm) in dimension. Whece moisture due to cli- mute and groundwatec conditions is nu[ considaced esctssve, the building otficiul muy ullow operuble louvecs and may alluw the re- yuired net ureu of vent openines to be reduced ro LO pereent of the above, provided the under-tlwr ground surtace area is eovered with un approved vapor retacder. 1306.3 Wuod and Earth Separation. Prorection o[ wood ueainst deterioration as szt forth in Ihe previous sections [or speci- tied applications is required. In addition, wood used in consttuc- tion u[ permanen[ steuctures and bea[ed nearer than 5 inches (152 mm) to earth shall be treated wood or wood of namraL resistance ro decuy, as defined in Section 3302.1. Where laca[ed on eunerete slabs placed on ear[h, wood shall be treated wood oc wood of nam- rat res'istance to decay. Where not subject to watzr splash or to ex- recioc moistuce nnd loeu[ed on eoncrete having a minimum thickness of 3 ioches (76 mm) wi[h an impervious membmne in- smlled between conaete and earth, the wood may be untreated and of any species. Where plan[er boses ure installed adjacent to wood framz walls, a 2-inch-wide (51 mm) air space shall be provided betxveen the planter and the wall. Flashines shall be installed when the air npace is less than 6 inches (152 mm) in width. Where flashine is used, provisions shall be made to permit ciicuLatian of air in the uir space. The wood-&ame wall shall be provided with an zsterior wall covering confortning to the provisions of Seetion '_310. 2306.9 Wood Supporting Roofs and Floors. Wood s[mcmral members suppocting moismre-permeablz floors or roofs [hat are esposed eo the weathec, such as concrete or masonry slabs. shall be approved wood of natural resistance to decay or treated wood un- less sepam[ed from such tloors o[ roofs by an impervious maisture bazrier. 1-30610 N[oisture Content of Treated Wood. W'hen wood pressure [reared with a wa[er-bome preservative is used in en- clos'ed lucations where drying in service cannot readilv occur, sueh wood shatl be at a moismre contem of 19 percent or tess be- foce being wveced with insulation, interior wall finish. Yloor cov- ecingg or othec matecial. 330611 Retaining Walls. Wood used in retaining or crib walls shall be treated wood. 2306.12 Wea[her Exposure. Those portions ot elued- Iaminuced [imbers that form the stmctural supports of a building or o[her structure and aie exposed to weathec and not pcooerty pro- tzc[ed bv u mot. eave ovechangs of similac covecing shall be pres- suce treated wi[h un approved preservu[ive or be manutactured from wood of namral [esistance to decay. All wood structurul panels, when designed to be zxposed in out- door upplicatians, shall be of esterioc type, except as provided i❑ Saetion 2306.2. In geoeraphical areas where experience has dem- onstrared a speeiFc need, approved wood of nntural resis[ance to decay or tteaCed wood shall bc usad for those poctions of wood members which focm the s[mctumi supports of buildin2s. balca- nies, pomhes or similur permanent buildine appur[enances whe❑ such members are exposed ro tlie weuthar without adeyuute pro- 7-208 i 3D ~2c~A'F ~~~f~o~ 8, ~<< 5' ~ ~X1~t1N~ "°Y h 'L `JK lkGrH't` ! Z 4 i kb ~ ~ ~ ~ ~ ~ u r ~u..~,,.~c, (o ~ la `~bg1' kM"` ~~Lp Cb ~~=k:.~ F3~dMt xt ~ ~ S`I'I ►JW ~L.IG c ~ IZ - ~..L_ Z ~ b~ ~ ~ ~ ~x, ~ ~~c~, 3 i ~ 1 _ ~ ~ 1~ , i ! ~ `p<< ( " SN~~ tr~i~ . 7(~ per, ~ ~ ~X►5~tya ~ 15 !b ~~Y ~ ~ i SH~~C,t,.~'~~ Zx~d t RA~ ~~M~~ co~a~a~~ 1 s I ~ 4xq, ~3~,~ f ~,c~~-► f~ ~ N Z.5 H,~ce►.~w~ 2~rn`~P~, I Eo(0 p~ ~ f b ~e_ ~ r ~ ~.~._.na r _ ~ ~T f ~ II %1735 W, 2(0-41 Ave. r bEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-469 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :3/6/95 7500 WEST 29TH AVENUE y~~~ WHEAT RIDGE, CO 80215 Property Owner : FEDAK NESTOR L Property Address: 10735 26TH AV Phone: 232-8381 Contractor License No. : 17804 Company : Phone : OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ce rtify that the setback distances proposed by this permit applicalion are accurate, and do not violate applicable adinances, 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 appliwtion, and that I assume full responsibilRy for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ( Z l.'fA.u~ DATE3-L-9s Description : BASEMENT BA H ROUGH IN Construction Value : $900.00 Permit Fee : $23.00 Plan Review Fee : $0.00 • Use Tax : $13.50 Total: $36.50 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ ~ mumm a : , . , , n (1) This pemit was issuetl in accortlance with ihe provisions set foM in yopur application and is subI'ed to the laws of the State of Coloratlo and to the Zoning Regulations anO Builtling Cotle of VJheat Ridge, Colorado or any other appliwble ordinances o! Me Ciry. (2) This pertnit shall expire rt(A) ihe work authorized is not commencetl within sixry (80) days hom issue tlate or (B) the builtling authorized is suspendetl or abandoned for a penotl of 120 days. (3) II Nis pertnil "pires, a new pemit may be acquired for a fee of one-half Nie amount normally required, providetl no changes have been or will be matle in ihe original Dlans antl specifcations an0 any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment ra~ceeds one (1) year, tull fees shall be paid (or a new pertnit. (4) No work ot any manner shall be tlone ihal will change the natural Ilow of water causing a drainage problem. (5) ConVaclor shall notiry the Building Inspector lwenty-four (24) hours in a0vance for all inspections and shall receive writlen approval on inspection card before pra~.eediingwithsuccesswe p~asesoiMe'ob. (8) The issuance of a pemit or the approval o~drewings and speciflcations shall not be construed ta be a pemit br, nor an approval o(, any violation of the provisions p(the builtling cotles or /a~ny oth'er ordinance, law, rule or regulaUOn. ~Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION bEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : 41 c~ t-5- /z -veda k Property Address p 7 3 6-- Phone : 2~ 3 Z -0 Contractor License No. 7 3~ Y / Company :a CON Phone :6 Z 3- 2?J'7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliwtion are accurate. antl do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown. antl allega[ions made are accurate: that I have reatl and agreeto abide by all conditions pnnted on this CoPde (U.B.C) and a all otheappl oabe respoiisibility Ridfor ge /o dylnlancesW~oh wo ` underRhis permiding (OWNER)(CONTRACTOR) SIGNED lL L./LB'7`Q~✓` DATE 3-lo J's- Construction Value : 9 ~ • ~ Permit Fee : Use Tax : Total Description: BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: 01119MMOBAM&M Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ Enkis" ~ a , , a~ (t) This permit was issued in accordance wiUl the provisions se~ forth In yopur appliwtlon antl is Subject t0 the laws of the SWIe of Col02tlo antl t0 the Zoning Regulations anE Builtling Cotle of Wheat Ridge, Colorado or any other appllcable ordinances of the Ciry. (p) TTis permit shall axpire if (A) the work authonietl Is not wmmenced within siuty (60) days hom issue tlate or (B) the builCing authonietl is suspentled or abantlonetl for a penod of 720 days. chan bee (3) o ginal ans and apecificafions anU any suspension or abantlo me t has not exceeAed n'e (t~yea~r. /f cha ges are matle oe f suspen sionlloabandonment eaceeds one (1) year. NII feBa shall be peid tor a new permit. fiow ot water causing a drainage Droblem. (4) No work of any manner shall be done ihatwill change the natural proval (5) Contractor shall notiy the BuilEing Inspeclor Iwenry-four (24) hours in advance for all inspections and shall receive written ap on inspection cartl before proceeGiing with successive phases of the )ob. of tions shall not be construe0 to be a permit for, nor an approval ot any violation of the provisions (6) Ne buadg ~cotles or any otheportlinancz, law~~r9ule or~regu at~ion Chief Building Inspector For Mayor THIS PERMIT VALID CONLY ALL W 34 5933 24 HOURS PRIOR TO~INSPIE TION ECTOR AND MAYOR L?EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-423 BUILDING INSPECTION DIVISION - 235-2855 Date :2/24/95 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE c~ q s~ WHEAT RIDGE, CO 80215 Property Owner : FEDAK NESTOR L Property Address : 10735 26TH AV Phone : 232-8381 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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 rewrd; that all measurements shown, and allegations made are accurate; that I have read and ayre to abide by all conditions printed on this applieation, and that I assume full responsibi for compliance wit t Wheat Ridge Building Code (U.B.C.) and all other applicable Whe i epglkk under this permit. (OWNER)(CONTRACTOR) nescriotion : ADD BATHROOIdf IN BASEMENT Construction Value : $1,000.00 Permit Fee : $50.00 Plan Review Fee : $0.00 Use Tax : $50.00 Total: $100.00 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permR was issued in accortlance with the provisions set forth in yopur ap0lication and is subject lo the laws of the Stale of ColoraCO and to the Zoning Regulatiana and Builtlinp Code of Wheat Ridge, Colorodo or any oNer applicable oMinances of the City. (2) Th is permit shall euDire rt(A) Me work authonzed is not commencetl wilhin siaty (60) days from issue date or (e) the builtling authorizetl is suspended or ebantlonetl fw a periotl o(120 days. fbr chan amo the bee (3) ofrig naplas ea d specificatio aintl any s s~penis on or abantlonme tah s nd exaeed on~le (t~j yea, If changes a e made or f suspen sionllobr ebandonme t exceetls one (1) year, full fees shall be paid ta a new permit. (4) No work of any manner shall be tlone thal will change the naturel flax af waler wusing a tlrainage problem. (5) ConVaclor shall notiry the Builtling Inspector twenty-(our (24) hours in advance for all inspections and ahall receive written approval on inspection card before proc/e{estliing wiU successive phases of Me ~ob. (6) 0 1fidD U '~Iad nd codeor i any othe~ jdial~ ~tl i WinNle or regPu afiion4ons shall not be consWetl to be a pertnit tor, nor an approval of, any violation of the provisions Building Inspector THIS PERMIT CVALID ALL:O 34 5933 24 HOURS P IOR TOHNSPECTION G INSPECTOR DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :~~5e"j C'TZ _~~_I Property Address : w ~ 4~ ~ Phone : C ~ ~-3f ' ~ Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certrfy that the setback distances proposed by this permi[ application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriaions of record; that all measurements shown, antl allegations made are accurate; that I have read and agree to abide by all conditions printed on this application. and that I assume full respon ibility for compliance wrth the Wheat Rbge Building Code (U.B.C.) and all other applicable W eat Ridg nFe1s, fAt work under this permit. (OWNER)(CONTRACTOR) SIGNED i✓~-^ DATE l~- ~4`5 Description Construction Value : i:&G Permit Fee : Use Tax : Total: BUILDING DEPARTMENT USE ONLY ANitsf~NOW ~ Approval: Zoning : n IM --i n Approval: l _ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : 'a MR-0211INsMi vjwpsl~' _ ~ himulwamoon (1) This permit was issuetl in accartlance with the provlsions set foM in yopur appliraDOn and is suDject ro the laws of the State of Cabratla antl to the Zoning Regula0ons antl Building Cotle of Wheat Ritlge, Coloretlo or any otner applicable orainances of the Ciry. (2) This permit shall explre if (A) the work authonzed is not commenced within sixry (60) Oays from Issue data or (B) the buildinq authonzed is suspended or aEantloned for a penotl W 120 days. (3) If Mis permit expires, a new pertnR may be acquired for a(ee of one-hatt ihe amount nortnalty repuireQ provitled no changes have been or will be matle in the orginal plans an0 speuficationa antl any suspension ar abanCOnment has not exceetleE one (1) year. It changes are made or if suspension or abantlonmant enceeds one (1) year, full (ees shall De paitl for a new permit. (4) No work of any manner shall be Cone that will change the natu2l flow of water causmg a tlreinage problem. (5) Contractor shall notily the Builtling Inspector hvenry-four (24) hours in atlvance for all mspeclions antl sha0 receive wdtten approval on inspectlon wrE before proceetliing with successrve phases of the jo0. (e) The issuance of a permR or the approval of d2wings anA specifications shall not Ce construed to be a permit for, nor an approval of, any violation of the provisions of Me Euiltling cotles or any other ortlinance, law. rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Basement plan for 10735 W 26th Ave. DEPARTMENT OF GOMMUNITY DEVELOPMENT M911l16985 500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. ?437-6944 Ex7. 255 P.O. eoX sae CITV OF WHEAT RIDGE, C0L0. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CNIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADORESS CONTRACTOR ADDRESS CITY PHONE ZIP CODE - LICENSE NO. OWNER k 1 Un T61&' 0- x-,~(~ ~ ~ - ADDRESS ~ 7-l-' 5_~/?(~ ~^"L'~ ' PHONE z3Z- ~3~J( ZIPCODE 9 CONTRACT PRICE $ /~1~ ~ DATE 1. TYPE Ground ❑ Woll❑ Proiectinp❑ 01hsr 5 w D Fou 2. MATERIAL Totcl Squon FNt SIGNS 3. ILLUMINATION Yas❑ No❑ 7ypa Eloef. Permit No. 4. SET BACK FROM PROPERTY LINE N - S_ E - W Zone_ Apprwad,Zons Inspeetor (Specify which is f ronl) ❑ ❑ ❑ ❑ DisoDDrovad 1. TYPE Solid Mo~e Than 80% ODan❑ Ltet Thon B O% Open MATERIAL H~i ht FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W App,owd,ZOM Inspscta (Specify whitA is iront) ❑ ❑ ❑ ❑ a'aDDro"d OTHER 7 I. Z INSPECTION TICKET b. JOB ~ I ADDRESS _ l6 ~ 3 ~ ~ ` DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTMERSTRUCTURE,C (SETBACKS OR PROJECTIONS INCIUDED) DATE: o -"d 0 BLDG. PERMITM PERMITB BLDG. CONTR.It"~~ u- ~ SUBCONTRACTOR DATE INSP. REQ. O ".m:)4 TYPE OF INSP. STREET NP.ME SHOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS INSPECTION MADE ~ v K C\ DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANI:E. REMARKS - APPLICATION FOR PLUMBING; ELECTRI , THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WO PERMIT WIIL EXPIRE 180 DAYS FROM THE OATE OF ISSUAN - 1>7 ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PEI (Az' STATE LICENSE NO W.R. FORroI 6.19 ~ ALUMINUM WIRE UNDERSIZE 8 ILI.EGAL FLOOR BSM ~ow IST Np, WATER CLASET TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING G REFRIGERATION S'ISTEM POWER SU0-CiFCUirS ATER Refii e ranf Group UTILI7Y(RANGE,DISPO5ER,ETC) SHER Pounds Chat s FI%TURES ER AUTOMATIC SPRINKIER 5YSTEM WIRING MOTOFtS 9 CONTROlS AIN ELEVATOR SIGNS TRANSFORMERS d RECTFIERS ADDITION TO OLD WORK MOTORS OVER I HP %TURES J hsreby acknowledpe thot this 0ppl1w- fi0n u Correcf and understond that I connot stort lnie vroiect until tnis opoli- cotion is aDGroved. I snoll comply with the lows of the Sfote of Colorado and fo the ZoninQ Repulations and Bwldinp Code of the City of Wheaf Ridqe. Any violation of the obove terme will couse immediate revocation of fnis Oermit 4~Al 00~tL- kopt anb 9ionmur. PERMIT FEE USE TAX TOTAL FEE CHIEF BUILDING WSPECTOR,Cityof N VALID U lESRECEIM~ED6 ~ y. Saz~S- ~ ` C ~ ltt' Ridqe I CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE _ 2 / , Cl / FOR INSPECTIONS Date issued <<~ ~yor er~t"~{ 1~-~ J YeMC~. tXt4`~ 'T:~.uAu'z ' GFp 42"Hi(4H P2oP0o1~ P23Va->/ ~t~Czr 9p -ToTLL- - Lv u«H ~~v 7 o roc(>l4Pi v') , 2 (.o P.k) C-, , MFO MO. 1(D 73 5 v3 - 0-(0 +2, rSv c~ . d'0 Z I 5 t),~"Ll-l'ru ~x-,s )