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Home My WebLink About4190 Quay Street4190 Qi�i� ao)lo INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type P Inspections will not be performed unless this card is posted on the project site. -' Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter uo Not Pour concrete Prior To Approval Of The Ahnvp Incnprr+innc Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underqround or Below/In-Slab Work Prior To Approval of Tho Ahnvp Inenprrfinnc Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof" Final Window/Doors Final Building 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 De sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window — Please email insptimerequest@ci.Wheatridge.CO.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201701645 PERMIT NO: 201701645 ISSUED: 06/06/2017 JOB ADDRESS: 4190 Quay ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Redeck and reroof with GAF Timberline 7/16 OSB - 19 squares *** CONTACTS *** OWNER (303)431-9108 GRISSOM ROBERT A SUB (303)804-0303 Tom Brown 070055 North West Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,906.91 FEES Total Valuation 0.00 Use Tax 166.05 Permit Fee 172.60 ** TOTAL ** 338.65 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. 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 manufacturera€ms 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's 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. INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM to r ' e an inspe iqn the following business day PERMIT:6012 ADDRESS. iC JOB CODE. hf71r,") 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 JOBCODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION yI NOTICE Inspection AOTICE Inspection Type: 310 5 i'/4/DJ Job Address: ymo 12 UQ 't - Permit Number: 9689 ❑ No one available for inspection: Time(DC/3 C)AM/PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234- Date:- ? Inspector: I� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201708689 PERMIT NO: 201708689 ISSUED: 10/30/2017 JOB ADDRESS: 4190 Quay ST EXPIRES: 10/30/2018 JOB DESCRIPTION: Residential Solar reinstall of 4.5 kw roof mounted grid tied solar PV system. *** CONTACTS *** OWNER (303)431-9108 GRISSOM ROBERT A SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,120.00 FEES Total Valuation 0.00 Use Tax 128.52 Permit Fee 156.75 ** TOTAL ** 285.27 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC arid all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by m signature, do hereby attest that the work to be performed shall comply withal I 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 thispermit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work -to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. al_7�0i%___? 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 permitshall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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, anviolation 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 U Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat dge CommumTY DEVELOPMENT FOR OFFICE USE ONLY Date: r Plan/Permit # �z Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 C / -7 Inspection Line: 303-234-5933 Building Permit Application `** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: 4190 Quay St, Wheat Ridge CO Property Owner (please print): Robert Grissom Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.Com Sub Contractors: Phone: 303-431-9108 Phone: Phone: 253-720-4461 Electrical: Plumbing. Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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 BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R 4.5 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) _6120 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 REPRESEVTIATIVE) of (O PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS SIGNATLRE: DEPARTMENT USE ONLY Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required CTOR)W] TE: 10/27/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 3055 Clearvievi Way, San 'diateo, CA 94402 (888) -SOL -CITY (765-2459) 1 voniw_solarcity.com September 3, 2014 Project/Job # 8005800 RE: Project: To Whom It May Concern, COVER LETTER Grissom Residence 4190 Quay St Wheat Ridge, CO 80033 suv lOAIt,"- ooDigitally Jn Kim Date: 2014.09.03 09:18:44 -07'00' Version #38.6 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = IRC 2006 / IBC 2009, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground/Roof Snow Load = 30 psf (Unreduced) - MP1: Roof DL = 7 psf, Roof.LL/SL = 30 psf - MP2: Roof DL = 7 psf, Roof LL/SL = 30 psf - MP3: Roof DL = 7 psf, Roof LL/SL = 30 psf - MP5: Roof DL = 7 psf, Roof LL/SL = 30 psf Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the IRC 2006 / IBC 2009. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888) SOL -CITY F(650)638-1029 solarcity.com 09.03.2014 SleekMountTM PV System Version #38.6 _ Structural Design Software PROJECT INVORMATlUN & 1 A13Lt Ut' LUN I tN 1b Project Name: Grissom Residence AHJ:', Wheat Ridge Job Number: 8005800 Building Code: IRC 2006 / IBC 2009 Customer Name: Grissom, Robert Based On: IRC 2006 / IBC 2009 Address: j 4190 Quay St ASCE Code: ASCE 7-05 City/State: Wheat Ridge, CO Risk Category: II Zip Code 80033 Upgrades Req'd? Yes Latitude / Longitude: 39.774699 -105.072917 Stamp Req'd? Yes SC Office: Denver PV Designer: Tedd Kelley Calculations: Yoo Jin Kim P.E. EOR: Yoo Jin Kim P.E. Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D 4190 Quay St, Wheat Ridge, CO 80033 Latitude: 39.774699, Longitude: -105.072917, Exposure Category: C LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo ALL MPS Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? ' No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing ! R2 Yes 1.5 psf Board Sheathing Lr None I Equation 4-2 Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 7 psf ALL MPS 7.0 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ' 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction ! R2 0.95 Section 4.9 Reduced Roof Live Load Lr Lr = Lo (Rl) (R2) I Equation 4-2 Reduced Roof Live Load Lr 19 psf ALL MPS 19.0 Dsf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? No Effective Roof Slope 230 ' Horiz. Distance from Eve to Ridge W 4.8 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pf-min 30.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS -roof All Other Surfaces Figure 7 2 Roof NA Design Roof Snow Load Over Ps -roof = (Ce -roof) Pf ASCE Eq: 7.4-1 Surrounding Roof P5 -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed Nliippery Surfaces Figure 7-2 Design Snow Load Over PV PS -PV - Xs-pv) Pf ASCE Eq: 7.4-1 Modules Ps p° 1000/0 30.0 psf CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Tvpe C Section 6.5.6.3 Roof Slope qh 230 Fig. 6-11B/C/D-14A/B Rafter Spacing I h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height I h 1 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 20.6 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up prum-18.0 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca e Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -319 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 63.7% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -354 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 70.8% *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Load Type COMPANY PROJECT Location [f t] Magnitude Unit WoodWorksR' 505 tern Start End — SGFItrtuf fCiR w(luh hEslt;.0 Sep. 3, 2014 09:12 MP1.wwb Full Area No Design Check Calculation Sheet psf SL Snow Wood Works Sizer 10.1 Yes Capacity Loads: psf PV DL Dead Partial Area No 0.92 10.08 3.00 (24.0)* psf Supports 1055 1055 Anal/Des Joist 0.49 0.71 Support 0.58 0.48 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.13 1.13 Fcp sup 625 625 *Tributary. Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) �— _ 0' 1'-2" 14'-1" Lumber n -ply, S -P -F, No.1/No.2, 2x6, 2 -ply (3"x5-112") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 15'-5.6", Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load Type Distribution Pat- Location [f t] Magnitude Unit 616 505 tern Start End Start End DL Dead Full Area No 7.00 {24.0)* psf SL Snow Full Area Yes Capacity 30.00 (24.0)* psf PV DL Dead Partial Area No 0.92 10.08 3.00 (24.0)* psf Unfactored: Dead Snow Factored: 156 460 118 387 Total 616 505 Bearing: F'theta 475 475 Capacity Joist 1246 712 Supports 1055 1055 Anal/Des Joist 0.49 0.71 Support 0.58 0.48 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.13 1.13 Fcp sup 625 625 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN M P 1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 41 Fv' = 155 fv/Fv' = 0.27 Bending(+) fb = 1318 Fb' = 1504 fb/Fb' = 0.88 Bending(-) fb = 41 Fb' = 1504 fb/Fb' = 0.03 Live Defl'n 0.75 = L/223 0.93 = L/180 0.80 Total Defl'n 1.00 = L/167 1.40 = L/120 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated 0.72 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 487, V design = 454 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1662 lbs -ft Bending(-): LC #2 = D+S, M = 51 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-int/ply "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. Snow Factored: WoOdWork,so 5'%L} fJfS(s.Y COMPANY PROJECT 282 Total 479 Sep. 3, 2014 09:16 MP2 & MP3.wwb Bearing: Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: F'theta 475 Load Capacity Type Distribution Pat- Location [ft] Magnitude Unit 373 Supports 586 614 tern Start End Start End Joist 0.77 DL 1.00 Dead Full Area No 7.00 (24.0)* Load comb psf #2 #4 SL Snow Full Area Yes Min req'd 30.00 (24.0)* 0.41** psf 0.52 Cb PV DL Dead Partial Area No 0.67 8.83 3.00 (24.0)* 1.00 psf 1.25 *Tributary Width (in) 1.25 Fcp sup Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 625 0' 1'-2" 10'-7" Unfactored: Dead 123 91 "Minimum bearing length setting used: 1/2" for interior supports *"Minimum bearing length governed by the required width of the supporting member. Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 11'-8.2", Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Snow Factored: � 356 282 Total 479 373 Bearing: F'theta 475 475 Capacity Joist 623 373 Supports 586 614 Anal/Des Joist 0.77 1.00 Support 0.82 0.61 Load comb #2 #4 Length 0.50* 0.52 Min req'd 0.41** 0.52 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2 & MP3.wwb Woodworks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 59 Fv' = 155 fv/Fv' = 0.38 Bending(+) fb = 1403 Fb' = 1504 fb/Fb' = 0.93 Bending(-) fb = 82 Fb' = 1129 fb/Fb' = 0.07 Live Defl'n 0.42 = L/291 0.68 = L/180 CRITICAL LOAD COMBINATIONS: 0.62 Total Defl'n 0.57 = L/216 1.02 = L/120 0.56 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.750 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 359, V design = 326 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 884 lbs -ft Bending(-): LC #2 = D+S, M = 52 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow w=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWofk,so f) fJf54',V Sep. 3, 2014 09:17 1 MP5.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 454 359 tern Start End Start End DL Dead Full Area No 7.00 (24.0)* psf SL Snow Full Area Yes Capacity 30.00 (24.0)* psf PV DL Dead Partial Area No 4.00 7.08 3.00 (24.0)* psf --irioutary wiatn din) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' V-2" 10'-6" Unfactored: Dead Snow Factored: 100 354 80 279 Total 454 359 Bearing: F'theta 475 475 Capacity Joist 623 359 Supports 586 591 Anal/Des Joist 0.73 1.00 Support 0.77 0.61 Load comb #2 #4 Length 0.50* 0.50 Min req'd 0.39** 0.50 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 "Minimum bearing length setting used: 1/2" for interior supports "Minimum bearing length governed by the required width of the supporting member. Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 11'-7.1"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); FII WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP5.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 56 Fv' = 155 fv/Fv' = 0.36 Bending(+) fb = 1336 Fb' = 1504 fb/Fb' = 0.89 Bending(-) fb = 81 Fb' = 1135 fb/Fb' = 0.07 Live Defl'n 0.41 = L/299 0.67 = L/180 0.60 Total Defl'n 0.53 = L/229 1.01 = L/120 LC #4 = (total) 0.52 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.754 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 339, V design = 308 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 842 lbs -ft Bending(-): LC #2 = D+S, M = 51 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. ABBREVIATIONS I ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. VICINITY MAP LICENSE GENERAL NOTES01 TYPE EC # 8041 1, ALL WORK SHALL COMPLY WITH THE 2009 IBC X AND 2006 IRC. 2, ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Wheat Ridge UTILITY: XCEL Energy CONFIDENTIAL —THE INFORMATION HEREIN JOB NUMBER: JB -8005800 00 PREMISE OWNER: DESCRIPTION: CONTAINEDTAINED SHALL NOT BE USED FOR THE PV3 GRISSOM, ROBERT GRISSOM RESIDENCE MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 4190 QUAY ST 4.5 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, CONNECTION WHEAT RIDGE CO 80033 NODDLES: EXCEPT IN WITH THE SALE AND USE OF THE RESPECTIVE (18) YINGLI # YL250P-29b SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 3034319108 COVER SHEET INVERTER: SOLAREDGE SE5000A—US—ZB—U INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM Cutsheets Attached LREV DESIGN: Tedd Kelley BY DATE COMMENTS AME DATE COMMENTS SHEET: REV: DATE: PV 1 9/2/2014 \ "t ,,SolarCity 3055 Ciearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—OTY (765-2489) www.solorcity.com Digitally signed by Yi Jin Kim Date: 2014.09.03 09:24:19 -07'00' PITCH: 23 ARRAY PITCH: 23 MPI AZIMUTH: 9O ARRAY AZIMUTH: 9O MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH: 23 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH: 23 MP3 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH: 23 MP4 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH: 23 MP5 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story A LEGEND /Pitch 6/12 . (E) UTILITY METER & WARNING LABEL 6/12 Front Of House 3 u},d INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS P' © DC DISCONNECT & WARNING LABELS 12 / wAC AC DISCONNECT & WARNING LABELS �1 O DC JUNCTION/COMBINER BOX &LABELS C Inv DISTRIBUTION PANEL & LABELS 0 (�) Lc LOAD CENTER & WARNING LABELS (E) DRIVEWAY Q va MP O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR B GATE/FENCE o 0 HEAT PRODUCING VENTS ARE RED a k^! INTERIOR EQUIPMENT IS DASHED L = J v SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' FirS J B— 8 0 0 5 8 0 0 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: � CONTAINED SHALL NOT BE USED FOR THE GRISSOM, ROBERT GRISSOM RESIDENCE Tedd Kelley �i,\cOlar('I}" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M0UN71NG SYSTEM: '04 J ` 1. r® NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4190 QUAY ST 4.5 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES WHEAT RIDGE CO 80033 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (18) YINGLI # YL25OP-29b PAGE NAME: SHEET: REV: DATE: San iCA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVERTER: T:(650) 638-1028 F:(650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5OOOA—US-ZB-U 3034319108 SITE PLAN PV 2 9/2/2014 (888)—SOL—LYTY(765-2489) www.ealaraity.aam (N) 2x6 SPF #1/#2 SISTER OW SEE TOP VIEW S UPGRADE NOTES: 4" (N) SIMPSON A34 CLIP W/ (8) 8d (0.131x1.5") NAILS 9'-2" (+V—) —4 1'-4j\- (E) LBW 9'-2" (+/—) —7 SIDE VIEW OF MP1 NTS H )� (E) 2x4 MPI X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 191, STAGGERED PORTRAIT 48" 191, ROOF AZI 180 PITCH 23 STORIES: 1 ARRAY AZI 180 PITCH 23 Comp Shingle RAFTER C.J. 2X6 @ 24" OC 2x6 @16" OC ROOF AZI 90 PITCH 23 STORIES: 1 ARRAY AZI 90 PITCH 23 Comp Shingle Digitally oo Jin Kim Date: 2014.09.03 09:23:41 -07'00' 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2 -PLY) OR 22458 (IF 3 -PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A n" DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2 -PLY) OR 16d FROM EACH SIDE (IF 3 -PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS LONGER THAN 10 FT SPAN ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED. SIDE VIEW OF MP2 NTS D MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 191, RAFTER C.J. 2x6 @ 24" OC 2x6 @48" OC ROOF AZI 180 PITCH 23 STORIES: 1 ARRAY AZI 180 PITCH 23 Comp Shingle SIDE VIEW OF MPI NTS MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48ll 19 RAFTER C.I. 2X6 @ 24 OC 2x6 @16" OC ROOF AZI 270 PITCH 23 ARRAY AZI 270 PITCH 23 STORIES: 1 Comp Shingle CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. QQ JOB NUMBER: JB-8OO5000 oo PREMISE OWNER: DESCRIPTION: GRISSOM, ROBERT GRISSOM RESIDENCE' 4190 QUAY ST 4.5 KW PV ARRAY WHEAT RIDGE, CO 80033 PAGE NAME: 3034319108 STRUCTURAL VIEWS DESIGN: Tedd Kelley �'.,. o�arCity. MOUNMG SYSTEM: Com Mount Type C MODULES: (18) YINGLI # YL250P-29b 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 3 9/2/2014 INVERTER: SOLAREDGE SE5000A—US—zB—u Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location (AC) (POI) Per Code: " NEC 690.54 ;v Label Location (AC) (POI) Per Code: "--'=' '' NEC 690.17(4) - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ? IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO X C E L Label Set ONNECTION WITH THE SALE AND USE OF THE RESPECTIVE OUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection q NIINIIINNININIIIIN NIIIb ANN NIIINNIN 111 TEM.- NINININ INININI016Ni IIIINNI Label Location: y C Per Code: 1 = NEC 690.31.E.3 Label Location: -I (DC) (INV) - Per Code: NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM - Label Location: CONNECTED yt�hti�l,�a _ (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) PHOTOVOLTAIC SYSTEM Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location (AC) (POI) Per Code: " NEC 690.54 ;v Label Location (AC) (POI) Per Code: "--'=' '' NEC 690.17(4) - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ? IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO X C E L Label Set ONNECTION WITH THE SALE AND USE OF THE RESPECTIVE OUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection q NIINIIINNININIIIIN NIIIb ANN NIIINNIN 111 TEM.- NINININ INININI016Ni IIIINNI SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible T" modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep Compatible T'" modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5116" Machine Screw B Leveling Foot c Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountT"" - Comp 1 Q�OMPq TSA! SolarCity. January 2013 Fro/r �11� LISTED SolarCity., January Januar 2013 Installation Instructions 1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11. 1.3 with sealing washer. 6 Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module solar=*" solar" e • : SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 9400 Module Add -On For North America (for 60 -cell PV (for 72 -cell PV (tor 96 -cell PV modules) modules) modules) INPUT P300 P350 P400 i Rated input DC Power 300 350 400 W Ab>, 48 60 80 Vdr MPP' 8 48 8-60 8-80 Vdc Max:rrurn Snor: Gmu;t CL,r-ant (Isy 10 Adc Max mum PC rput current 12.5 Ado - ---- - - - Max: mum Efficiency 99.5 - - 11 ghted =ffirnenry 98.8 % overvoltage Categow II OUTPUT DURING OPERATION (POWER OF (IMIZER CONNECTED TO OPERATING INVERTER) - Maximum Output Current 15 Ad, Maximum Output Voltage 60 'Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety output'oltage per Powe' npt'muer 1 Jdc STANDARD COMPLIANCE EMC 5 C6__ " C I (lasso a -_.A_ ROHS yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc U—sion;(W xLx H) 141 x 212 x 40S/ 5.S5 x 8.34 x 1.S9 mm/in We get (including cab rs) 95012.1 gr/IP t�pv Connector MC4/ Ampnenol /Tym Dutput W're Type Douole Insulated, Ampheno _ -)utout W re Length 0.95 '3.0 1.2; 3.9 m ; Ooerating Temperature Range 1C -85, -40 -185 'C; 'r Protec5on Raring iP65 r NEMA4 Relative Humidity % PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module -level M n mu -v Strlrg Length (Power L)ptimlzersl 8 10 18 Max mu,, Srnng -ergth ,PnwNr oprmlzers) 25 25 50 Up to 25% more energy - Superior efficiency (99.5%) Maximum Power per String 5250 6000 12750 W Para ISI S+nrgs of Different I engths or orientauon. 9es - Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module -level monitoring Ad - Module -level voltage shutdown for installer and firefighter safety www.solaredge.us YGE Z 60 YL255P-29b YL255P-29b CELL SERIES ] YL255P-29b YL245P-29b P_ YL240P-29b Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. Lower balance -of -system costs with Zep Compatible' frame. Reduce on -roof labor costs by more than 25%. Leverage the built-in grounding system - if it's mounted, it's grounded. Decrease your parts count - eliminate screws, rails, mounting clips, and grounding hardware. Minimize roof penetrations while maintaining the system's structural integrity. Invest in an attractive solar array that includes a black frame, low mounting profile, and aesthetic array skirt. Increase energy output with flexible module layouts (portrait or landscape). Trust in the reliability and theft -resistance of the Zep Compatible' system. AC SOLUTION OPTION The YGE-Z Series is now available as Lan Enphase Energized '" AC Solution. �.�.�1 This solution delivers optimum fir/ performance and integrated intelligence. f?nph 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. YINGLI SOLAR U.S. Soccer Powered by Yingli Solar Leading limited power warranty* ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 10 -year limited product warranty. In compliance with our warranty terms and conditions. YINGLISOLAR.COM/US Yingli Solar If you buy from Yingli Americas, Yingli Americas acts as the importer and complies with all applicable tariffs. Customers can buy from Yingli Americas with no worry that they will be liable for any import tariffs. YGE-Z 60CELL SERIES ELECTRICAL PERFORMANCE Module type 26 i UL 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO P_ 14001:2004, BS OHSAS 18001:2007, SA8000 Intelligent real-time 250 monitoring at the system _ and module level with _ Enlighten. CeUS ieVR % LISTED -'Ln -01+3 4411 YINGLISOLAR.COM/US Yingli Solar If you buy from Yingli Americas, Yingli Americas acts as the importer and complies with all applicable tariffs. Customers can buy from Yingli Americas with no worry that they will be liable for any import tariffs. YGE-Z 60CELL SERIES ELECTRICAL PERFORMANCE Module type 26 YL260P-29b YL255P-29b YL255P-29b YL245P-29b YL240P_296 Power output P_ W 260 255 250 245 240 Power output tolerances AP_ % -01+3 Module efficiency r1m. % 15.9 15.6 15.3 15.0 14.7 Voltage at Pm. V„v" V 30.3 30.0 29.8 29.6 29.3 Current at Pn.. Im A 8.59 8.49 8.39 8.28 - 8.18 Open-arcuit voltage V_ V 37.7 _ 37.7 37.6 37.5 37.5 Short-circuit: current I..° A 9.09 9.01 8.92 _ 8.83 8.75 STC: 1000W/ml imadiame, 25°C cell temperature, AM 1.59 spectrum according to EN 60904-3 Average relativeefficienry reduction of 3.3% at 200W/ml according to EN 60904.1 Electrical parameters at Nominal OpTemperature e Power output P.,,. . W 189.7 _ 186.0 182.4 178.7 175.1 Voltage at P. V_ v 27.6 27.4 27.2 27.0 26.8 Current at Pm.. Im A 6.87 6.79 6.71 6.62 6.54 Open -circuit voltage V. V 34.8 34.8 34.7 34.6 34.6 Shortcircult current _ I. A 7.35 7.28 7.21 7.14 7.07 NOCT open -circ it module operation temperature at 800W/mr Inadiance, 20°C ambient temperature, 1 mrs wind speeo THERMAL CHARACTERISTICS Nominal operating cell temperature Noa °C Temperature coefficient of Pm.. Temperature coefficient of V. Temperature coefficient of I. Temperature coefficient of Vm p._„. %/°C OPERATING CONDITIONS Max. system voltage Max. series fuse rating Limiting reverse current Operating temperature range Max, static load Max. hailstone impact (diameter / velocity) CONSTRUCTION MATERIALS Front cover (material / thickness) Cell (quantity / material / dimensions / number of busbars) Encapsulant (material) Frame (material / color / edge sealing) Junction box (ingress protection rating) Cable (length / cross-sectional area) Connector (type / ingress protection rating) -0.42 -0.32 0.05 - 100ovoc 15A .40 to 185°F (-40 to 85°C) 2400Pa 25ri 23m/s low -iron tempered glass / 3.2mm 60 / multicrystalline silicon / 156mm x 156mm / 2 or 3 ethylene vinyl acetate (EVA) anodized aluminum alloy / black / silicone or tape z IP65 1200mm / 4mm Amphenol H4 / IIP67 The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US I NYSE:YGE O Yingli Green Energy Holding Co. Ltd. 1,, YGEZ60CellSeries_US_201403 V01 Powered by YINGLI GENERAL CHARACTERISTICS Dimensions (L / W / H) 64.96in (1650mm)/ 38.98in (990mi 1.57in (40mm) Weight 43.416, 119 71g PACKAGING SPECIFICATIONS Number of modules per pallet 26 Number of pallets per 40' container 28 Packaging box dimensions_ - - - ` 67.32in (1710mm)/45.67in(I 160mni (L / W / H) 4638in It 178m) Box weight 120211 (5451 Units: inch (mm) 3.94(100) 151 /0.47(12) _\\� ( o \ N SECTION C -C \ 1.38 (35) / QWarning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Our Partners YINGLI SOLAR'4� U.S. Soccer Powered by Yingli Solar solar=e" SolarEdge Single Phan For North America SE3000A-US / SE380OA-US / SE5000A SE760OA-US / SE10000A-US / SE11400 �c `pvertpr 12.25 �laita tJ Jay,an�`. e} ids The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled AC/DC Safety Switch for faster installation Optional - revenue grade data, ANSI C12.1 NJC PAE- www.solaredge.us solar " Single Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US/ SE760OA-US / SE10000A-US / SE1140OA-US SE3000A-US SE3800A-USSE-5000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT 3750 Nominal AC Power Output 3000 Max AC Power Output 3300 AC Output Voltage Min. Nom. Max.' 5000 183 -208.229 Vac 10000 @240V AC Output Voltage Min. -Nom. -Max.' ✓ 211 - 240 - 264 Vac 5400 @ 208V AC Frequency Min.. -Nom. -Max.' 10800 @ 208V Max. Continuous Output Current 12.5 GFDI ........ .. .......... .... .. ........................... Utility Monitoring, Islanding 10950 @240V Protection, Country Configurable dBA Thresholds °F /'C Recommended Max. DC Power- 3750 4750 9980 @ 208V 12400 ' 3800 5000 6000 7600 10000 @240V 11400 VA 415i; 5400 @ 208V 6000 8'Sf? 10800 @ 208V 12000 VA Weight with AC/DC Safety Switch 51.2 /23.2 54.7 / 24.7 88 4 / 40.1 5450 @24oV Cooling Natural Convection F(user r. . eplaceable) ..... . . . . . . . . .. .. .. ans .. .. 10950 @240V Noise < 25 < 50 dBA 500 °F /'C Range vdc Nom. DC Input Voltage other reg opal sefings please contact Sc a, Edge support. 325 @ 208y,/ 350 @ 240V " Limitep to i25% for locations where the yeany average high temperature is ab -b 77'F,'25'C and to 135% for locations where it Is below 77'F/25'C. Vdc Max Input Current- 9.5 59.3 - 60 - 60.5 (with HI country setting 7 - 60 .. ..., - 605) ..... .. ..... .. .. Hz ..,.. .. . ....... ........._ 16 ................................ 24 @ 208V 25 32 48 a 208V 47.5 A 21 @ 240V ......... 42 @ 240V 30 ........ .. ......... ...... ,..... ..,.. 45 .. .. .... ....................... I.,...... I ...... 1A ..... .. _... .. .. .. .... _. .. ... .,..,.. ..... . ... Yes Ground -Fault Isolation Detection Recommended Max. DC Power- 3750 4750 6250 7500 9500 12400 14250 W (STC) AC output conduit size / AWG range 3/4" minimum / 24-6 AWG 3,4" minimum / 8-3 AWG ......................................... ..... ... ., .. .. .. DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 246 AWG 3,/4" minimum / 1-2 strings / 14-6 AWG AWG range nsformer-less, UngroundedYes ............................. ..:... .. ...... Switch (HxWxD) 775 x 315 x 172 775 x 315 x 191 .. .......... ............. ....., Weight with AC/DC Safety Switch 51.2 /23.2 54.7 / 24.7 88 4 / 40.1 Ib / kg Cooling Natural Convection F(user r. . eplaceable) ..... . . . . . . . . .. .. .. ans .. .. Max. Input Voltage Noise < 25 < 50 dBA 500 °F /'C Range vdc Nom. DC Input Voltage other reg opal sefings please contact Sc a, Edge support. 325 @ 208y,/ 350 @ 240V " Limitep to i25% for locations where the yeany average high temperature is ab -b 77'F,'25'C and to 135% for locations where it Is below 77'F/25'C. Vdc Max Input Current- 9.5 13 16.5 @ 208V 18 23 33 ("1 208V 34.5 Adc 15.5 @ 240V 30.5 C) 240V Max. Input Short Circuit Current ...... ..... ........ ......... ... 30 ........ .. ......... ...... ,..... ..,.. 45 .. .. .... ., Adc .... Reverse -Polarity ProtectionYes ........... ............ ........................ _.... _. ........................... ........ .... .. ... .. ... .,..,.. ..... . ... .:.. Ground -Fault Isolation Detection 6001 Sensitivity Maximus Inverter Efficienry 97.7 98.2 98.3 98.3 98 . _.......... 98 ....... .. ..,. 98 ..... .. % .. ..... . .............................................................................. CEC Weighted Efficiency 97.5 98 ...................I...........,.... 97.5 @ 209V 97.5 97.5 97 @ 208V 97.5 % ,98@240V 97.5 Nighttime Power Consumption < 2.5 < 4 W ADDITIONAL FEATURES _ Supported Communication Interfaces R5485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, ANSI C12_1 Optional STANDARD COMPLIANCE Safety JI -1741; UE16996, UL1998, CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class B _ INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 24-6 AWG 3,4" minimum / 8-3 AWG ......................................... ..... ... ., .. .. .. DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 246 AWG 3,/4" minimum / 1-2 strings / 14-6 AWG AWG range Dimensions with AC/DC Safety 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / 30.5 x 12.5 x 10.5 / 775 x 315 x 260 in / Switch (HxWxD) 775 x 315 x 172 775 x 315 x 191 mm Weight with AC/DC Safety Switch 51.2 /23.2 54.7 / 24.7 88 4 / 40.1 Ib / kg Cooling Natural Convection F(user r. . eplaceable) ..... . . . . . . . . .. .. .. ans .. .. . Noise < 25 < 50 dBA Min. -Max. Operating Temperature -13 to +140 / -25 to +60 (CAN version".. -40 to +60) °F /'C Range Protection mating NEMA 3R other reg opal sefings please contact Sc a, Edge support. " Limitep to i25% for locations where the yeany average high temperature is ab -b 77'F,'25'C and to 135% for locations where it Is below 77'F/25'C. Pc, detai'.ed info-maticn, refer to htto /' - r dg 'pdf 'i rt d r 'z' l gu de Rdf ••'q�.ignercur.en t sou rce may be a sed; thea w:ll linha 1, inputcurrnt to the values stated. •"' CAN P/Ns are eligible forthe ontario rT and mi -F' (microF T exc. SE11400A-JS CANS City of Wheat Ridge Residential Roofing PERMIT - 201701645 PERMIT NO: 201701645 ISSUED: 06/06/2017 JOB ADDRESS: 4190 Quay ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Redeck and reroof with GAF Timberline 7/16 OSB - 19 squares I, by in 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 thispermtt. I further attest that I am le all authorized to include a]I entities named within this document as parties to the work to be pertoued and that 41 work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 6, Z 5(ignature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall ti the Building and Inspection Services Division in accordance with established policy of all required inspections and shall'i coria wor keit out written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall no ed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of th urisdiction. 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Residential Roofing PERMIT - 201701645 PERMIT NO: 201701645 ISSUED: 06/06/2017 JOB ADDRESS: 4190 Quay ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Redeck and reroof with GAF Timberline 7/16 OSB - 19 squares *** CONTACTS *** OWNER (303)431-9108 GRISSOM ROBERT A SUB (303)804-0303 Tom Brown 070055 North West Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,906.91 FEES Total Valuation 0.00 Use Tax 166.05 Permit Fee 172.60 ** TOTAL ** 338.65 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. 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 manufacturera€lms 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's 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 eat� e - COmmuNITY DEAn ENT Building & Inspection Seryices Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-23778929 Inspection Line: 303-234-5933 Email: mrmitsCc)-ci.wheatridge.co.us FOR OFFICE USE ONLY ®ate: Plan/Permit # U / I D/ v-s Plan Review Fee: 350d[ng Permit Appftatlon *00 Neave camplGto all highlighted areas on both sides of this forge. Irmoaffipb b applications may not be processed. MZ Mrt M311=1F-3 Mal lEng Address: (if different than property address) Address: `'y i-x?FP City, State, Zip: Rar h; - �.t� f Contra ®m My Liii@na@ 6: v Phone: 30-'� c cgcl-) o'-� PrP E-maU Addiress: stab ftn0wWra'. Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL ®eecl1l Uon of, viork: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ OMMERCIAL 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 OTHER (Describe) (For ALL projects, please provide a detalW 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.) 70 11116- Sq. 11G Sq. Ft./LF ` (� Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat 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) dr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PEUNT NAME: C / �C/ / ��/�)%�I/LC U%ZF SIGNATURE- � -' 1/-A02/-7-7&� ,11 DATE:,(, t�� DEPARTMENT USE ONLY ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS. Reviewer PROOF OF SUBMISSION FORKS Fire Department ❑ Received ❑ Not Required Water District ® Received Not Required Sanitation District ® Received ® Not Required OCCUPANCY CLASSIFICATION: TYPE Or CONSTRUCTION: SPRINKLERED:_ OCCUPANILOAD. Building Division Valuation: $ 44, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes DNo When corrections have been made, call for re ' pection at 3,0/3-234-5933 Date: 0r) Inspector:"Inek�( DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection' Type: Job Address: Permit Numb r: /�'�c � 7. V/ it moi(% ❑ No one available for inspection: Time \&, AM/PM Re -Inspection required: Yes ,;'N �1 When corrections have been made, call for re-inspe tion at 303-234-5933 Dater / r Inspector: �A DO NOT REMOVE THIS NOTICE III .« Address, Same as above Complete all information on BOTH sides of this form Installation of a grid tied PV system, flush mounted to roof. 4. 5 KW Pr*Jed Vakw: (Contract value or the cost of &I materials and labor included in the Infire project) .8415 1 Building Division Valuation: $_ 6 - Applicable Codes = IRC 2406 / IBC 2609, ASCE 7 -05, and 2005 IDS Risk Category = II y Ex p l fbUre - Ground/Roof Snow Load = 30 psf (Unreduced) Wheat Ridge Note. Per IBC 161 I , 19 Departmen ed lined to meet or exceed ral strength fill. QQQ.l W. 4'A07, AJI't,l sail: ykim@solarcity.com 3055 Uparv�ew Way SanMa�eo,CA94402 T(650) �M APPROVED (128 Id 4444 4 A DU y X w t i gg 7 ig (388) SOiw. i (Y (765-2489) 1 ww+'J $"soi,;3r'C.=isty C onn September 3, 2014 Project/Job # 8005800 RE: COVER LETTER Pros : Grissom Residence - Applicable Codes = IRC 2406 / IBC 2609, ASCE 7 -05, and 2005 IDS Risk Category = II y Ex p l fbUre - Ground/Roof Snow Load = 30 psf (Unreduced) Wheat Ridge Note. Per IBC 161 I , 19 Departmen ed lined to meet or exceed ral strength fill. QQQ.l W. 4'A07, AJI't,l sail: ykim@solarcity.com 3055 Uparv�ew Way SanMa�eo,CA94402 T(650) �M APPROVED (128 Id 4444 4 A DU y X w t i gg 7 ig Load Type Distribution Pat- Location [ft) Magnitude Unit Dead tern Start End Start End DL Dead Full Tr -- — 7.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* p PV DL Dead Partial Area No 0.92 10.08 3.00 (24.0)* 2s_f 0' V-2" Unfactored: Dead 156 118 Snow 460 387 Factored: Total 616 505 Bearing: FItheta 475 475 Capacity joist 1.246 712 Supports 1.055 1055 Anal/Des Joist 0.49 0.71 Support 0.58 0.48 Load comb #2 #4 Length O50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1_75 1 00 Cb support 1.13 1.13 FcT) sup 625 625 Lumber n-ply, S-P-F, No.I/No.2,2x6,2-pIy (3"x5-1/2") Supports: All - Timber-soft Beam, DFir-L No.2 Roof joist spaced at 24.0" c1c,' Total length: 16-5,13"; Pitch: 5/12; • WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Woodwork Si er 10.1 Page 2 Criterion Analysis value De i n Zaj e 117 i n Sear fv = 41 F = 155 fvr v l - 03.27 Bendin ( +) fb m 1318 'b' = 15094 fb /Fb' = 03.38 Bending(-) fb = 41 `b° = 2504 fb /Fb' = 03.03 Live Defl "n Or 75 = 1,/223 0.93 = L/1809 07.503 Total 01ef1'n 1,007 = L/167 1.407 = L/120 07.72 Load Type Distribut i on Pat- Location [ft Magnitude Unit Snow tern t Start End Start End 282 DL Dead Full Area No 7.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0) * p PV DL Dead Partial Area No 0.67 8.83 3.00 (24.0)* f -rrinutary wicitri tin) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in): 0' 1 1 -2 - 10'-7" Unfactored.* Dead 123 91 Snow 356 282 Factored: Total 479 373 Bearing: — --- FItheta 475 475 Capacity Joist 623 373 Supports 586 614 Anal/Des Joist 0.77 1.00 Support 0.82 0.61 Load comb #2 #4 Length 0.50* 0.52 Min req'd 0.42.** 0.52 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fc sum 625 625 *Minimum bearing length setting used: 1/2" for interior supports Lumber-soft, S-P-F, No.I/No.2,2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D,Fir-L No,2 Roof joist spaced at 24.0" c1c; Total length 1 V-8.2"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 1:1 MP2 & M P3.wwb Woo+ Wor sc Suer 10.1 Wage C riterion _ � 1 .z �7a1 II e esi n Value Ana11 sis /Desi n Shear fv Y4 59 Fv' m 155 fv Fv' =_ 0.38 endin ( +) fb = 1403 Fb' = 1504 fb /Fb' = 0.93 Bending(-) fb = 82 F ' - 1129 fb /Fb' = 0. Live De fl.'n 0.42 = L/ 0.68 = L /180 0,62 T ot al Deft. ° n 0. = L/2 1.02 = Lf IL 0 .56 Additional Data: FACTORS: F/ ( i) CD cm ct CL CF cfu Cr C t c i n L Fv f .1. 1..15 L a 00 yy .Y . 0 - n 1 .00 1. . 1 .00 2 Fb"+ 875 1,15 1.00 1.00 1.0300 1.300 1.00 - 1.15 1.00 1.00 _ 4 Fb "- 875 1.15 1.00 1..00 0.750 1,300 1.00 1.15 1.00 2.00 -- 2 F , 425 1.00 1.00 1.00 1.00 - F° 1.4: million 1.00 1.00 - 1.00 1.00 _. 4 Ervin' 0.51 million 1.00 1.00 - - 1.00 1.00 .. 4 Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL PV DL bead Snow Dead Full Area -- Full Area Partial Area ---- no Yes No 4.00 7.08 7 1 .00 (24.0) * 30.00 (24.0) * 3.00 (24.0)* psf Psf f 0 V-2" 10'-6" Unfactored: Dead 100 80 Snow 354 279 Factored: --- -- Total 454 359 Bearing: - FItheta 475 475 Capacity Joist 623 359 Supports 586 591 Anal/Des Joist 0.73 1.00 Support 0.77 0.61 Load comb #2 #4 Length 0.50* 0.50 Min req'd 0.39** 0.50 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1-25 Fc sup 625 625 Lumber-soft, S-P-F, Noox6 Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24,0" c/c; Total length 1 V-7. 1"; PitcK 5/12; L,2temf suonort: for)= full, bottom= qt sun*orts: Renetitive factor: w4iere oprrtiffet oiThillef El MP5,wwb WoodW Suer 1 0.1 Page C riterion Analysis value 2eE1 n �a�ue Anal a��/ i n Shear fV = 6 Fir' = 155 fv F - (}.36 Bending (+) fb = 1336 Fb` = 1504 fb/ b' = 0.8 Bending(-) fb = 81 FbI = 1135 fb /Fb ° = 0.07 Live D eflIn 0.41 = L/299 O3 67 = L/180 0.60 Total Def3 ' 0, 53 = LI2 1.61 l J'120 0..52 ��/ � »} � � \\ 0 m �'- () LBW SIDE VIEW OFMP1 NT Date: 201 .09.03 OF Ill II / #.. � • e �� 1 tlllll a Ip I� . y� rl I► I C11 IIII II� ��y� 4Y • i$ ��I 7 \I �' lid @ 16 " '. #� 0 PI 2 Vi ARR III 1� t1 1 91. ,. M 1 Date: 201 .09.03 OF Ill II / J B - 8005800 #1 fmp M o u nt e C us- GRISSOM RESIDENCE T dd Kelley 4. 5 KW PV ARRAY P L. STRUCTURAL. VIEWS PV SIDE VIEW OF s OB TM�, m #�. e A� + 1y k' YEil'� J I C11 • y • # Y i . # 0 8, PITCH 23 J B - 8005800 #1 fmp M o u nt e C us- GRISSOM RESIDENCE T dd Kelley 4. 5 KW PV ARRAY P L. STRUCTURAL. VIEWS PV SIDE VIEW OF s OB TM�, m #�. � � 270 I C11 +l IJE!v 2x6 @ 1 6 " a PITCH 23 STORIES: I #� R# PITCH 23 Comp h J B - 8005800 #1 fmp M o u nt e C us- GRISSOM RESIDENCE T dd Kelley 4. 5 KW PV ARRAY P L. STRUCTURAL. VIEWS PV SIDE VIEW OF s OB TM�, :... IN III a III III lul 9 �� , i� . �l�l , IF # N rM #1 � , II �yyµ « ! » i « r:. •y% #, + # • ji » IF yjj H002 00 '30ald IV3HM III fin? MI 1 dujo: V ':)0' . II ��j jai uM » 'es♦ I��ff f j7 I �wl ZI vi ji ) „C? t .,I .apeDs I ,-- }4"41 4VX 'DINT frxT (1) p 838VGA 3 01S 9XZ (N) VDe* = MAX VOC AT MIN TAB (1} 0 H 230 PV BACK ER r~i Br �A, 2 (1)MA i U 1- XL -5T9 Metes' et, #6 -350. R It 4 s D BOX 2x2 ST SEO, C —(I)Crowd Rod; 5/8" x 8, Copper -- (3)MI.B K4977 -INT Top C t ; IODA, 2 - 1/0 AYE (18) P x I�ttnlze A4Aw H4, DC to DC, ZEP .., .., .:::u _... .:. . .,v . _...._.. ,. ..... ..... ., .._.. ...................... (1 }A 10, THWN -2, Block (I )ANA; 10, THN+N -2. Red .... ... ............. , ..,. ,..... �._ _.�.... _ (1 XN� !�. TIi11 -2, Btock ) t 'S I (1)X fir, THWN -2. Red = - = Vac* 5C�} VDC Isc 3C1 ADC vmp =350 VDC Imp -12,68 ADC � (2)X Y� _,. #"#0. PV NtRE,Bkicic (1)AWG #1; Bare Copper EGC . _ ... . Vey 5fM} .,..... VDC Isc m 15 .. ADC Vmp = 350 VDC Imp= 6,34 ADC (1)AtI #10, THM Mite NEUTRAL Vmp =240 VAC imp = 20,83AAC '` / (1)AWG #10, THYM -2, Grp EGC — (1)Cooduit Kit, 3/4* EMT (1) XNG i. THN -2, Greco . EGC /GEC — (I) C aduit Kit: 314" EMT (2 }AWG /10, PV IWRE, Block (1)ATNG #10, Solid Bore Copper EGC V6c* = ! 00 VDC Tse =15 ADC Vmp = 350 VDC Imp= 6.34 ADC CONFI DENTIAL - THE INFORMATION HEREIN CONTX SHALL NOT a FLIT THE L✓7 V t1 L 7 tJ lJ l 1 t J PRDASE OWL GRISSOM, ROBERT DESCRIPI)ON: GRISSOM RESIDENCE DESOt Tedd Kelle \ SdarCity. FIT AN EX T TY INt, NOR SHALL IT tI D VM IN $ Cn IcIU1Tt T ype C 4190 QUAY T 4. PV ARRAY ♦f�t PART TO 0 OUTSIDE RE TS M WHEAT RIDGE t t3 CO g .A , EXCEPT IN G *7H TW SALE AND USE OF RESPECTIVE 1B YINGLI YL 50P— b r 3055 cleorview way Mateo, CA 2 DATE SOLAR CITY E T, NATHOUT THE PERMISSION Of TY INC DG S 500 A— S — B— 3 034319108 P T fR DINE DIAGRAM PV 4 JZf20)4 T:(650) 638-1 F:(650) -1029 ()- -OTY (765 -2 ) "w city SNP AIOWIOS JD NOISSWWd N3UW 3PA lnDRIM 'IOWM3 .loot 13il? 0 S ili a 1! !: 19 I 130X 0 OS *NM YZWVOW %WkM 3RL 30SLAD SOUO 01 I d M HD d .' MOLFUITIMIrl g�y�yy p y39 le pgg� " O M pp U 1 y � e X3 gg,��. �Y J? � lt y 3 yy UG+lI , 9UU IOIUII 1 0luf f t g 7c p � g � � 0d) Jqjqvj Jolugo pee •loll Lf :(O(J) uryyr � yy{0(] xog jou .(Go) ) :� { N loll p � { uoo i 199 4 ,(0) ry y . ,rtyyssyypp yyy yyy�yyayyy !"6}doo 0 SI OV ° S VI. �J \ j ¢ / pp��pyry+�yy yy (g31rryyhppAf��d) rrl�yOV) qe-1 The SolarCity SteekMount hardware so lution is optimized to achieve superior strength and aesthetics while rrrirr €mizirag roof disruption and labor. The ehmination of visib ra €l ends and mounting clamps, combined with the addition of array trim and a €over profile all contribute to a more visually appealing system, See klalount utilizes Zeta C %ompatiblea modules, with strengthened frames that attach directly to Zeta S otar standoffs, effectively eliminating the creed for rail and reducing the number of standoffs required. in addition, composition shing es are not required to be cut for this system, allowing for minimal roof disturbance, I * Utihzes Zen ; o� ar h ardware and UL 1 listed Zep Compatible"' P?"todi..t-e * lratrearlock and grounding dev ices m sy tern UL listed to UL 2703 * O tsti ock and GrOUnd Zep ETL listed to UL 1703 as "GrOurae rng and Bonding System * gourd Zep UL and l~TL ;isted to t,tt.. 467 as grounding device * Painted cars €va nixed watertero& flashin * Anodized components for corrosion resistance * Appitcable for vent spanning tunctrons orients "'SolarCot I y, January 2013 Installation Instr uctions x t. CEO Rot Hol of Proper Drameter for y 1 Fastener Size Per INNS Section r.t. . Y g Se a prot hole with roofing ng sea2ia i"t inser C ornis M ount t'S• under upper !a-ay er of st' ing� e Race Comp lattaunt centered upon "aash €rat; iri sta „ aq purs to NDS r:e-?Ctron 11 . 1.3 with, °'1se a }inn wY,asheJr. Secure laevekng l "t``r't to the, @..fC+rx'p ta.? €ount: usrng machine Screw .. x X"'race r nodureM "'SolarCot I y, January 2013 Opt�d i J 1' offd 231 JBwV 41JON 10 1 uo-ppV ainpoyy jaziwildo JQMOd GfiP3Jellos - =gif -jejos CAN ff vvf I 19di 8, vfa.1 aw,,, I OV C fs;'o lf"hfal jndgg' Tkqpipw, IPA V IDMIRIV 1 c*rq "cif g w* -, olfl I oNvis a , i;;"I;"j -r, ow (J10 "MAWdO HUMNI Mbi 03133NNO' DSIQ HUM1140 S3MOd) AGONVAS Mum Ind1no ......... ... ---- --- — --- ------- (VUHMM UM40 01 Q3133NNO'3?JlVWU46 V3,,M6d)'MiiU340 muna indinO 4� 0'04'4�C-ZOIv�j ?9 DO tUq✓ Niv X", Of", P" auflv—O.,fwv� f]A, ,q obl4p, 4f wnluf'114N aIalloKq-, -xt inam Ad W-96 IN) M Wh Ad Fian.a3A t*Jl OW?d OsEd oofd Opt�d i J 1' offd 231 JBwV 41JON 10 1 uo-ppV ainpoyy jaziwildo JQMOd GfiP3Jellos - =gif -jejos UL 1703 and ULC 1703, CEC, FSEC, iso 9001:2008, rso 140012004, AS 0HSA5 18001,2007, SA8000 YINGLISOLAR.COM/US YirlghSo�ai- 26 Awsega rotate" aPHrkw y d--tk. of 33% ;d 20OW1. oftolos" 1. EN 68904-1 28 Power output P- W 189,7 186,0 482.4 17@J ... . .. .. veftage at p- V- is 27,6 27.4 27,2 27,0 co'dod at P- t- A &V 6,79 611 6.62 6-54 open -fta" V. V 341 34,8 34,7 34.6 34.6 shart-aa:aft current h, A 7,35 7.28 711 7.14 747 NCK"T' np-r"ua ".4"ie ape .trees teas -mu. at 90OWM0 u-da-, 2M .t-1 r.,F-tu- lays -d apn d THERMAL CHARACTERISTICS NOCT 1� 46+1 1wr4wature ourilficient of P- V %PC -0.42 Temperature caaffiUiret of V. l3cm %rC Temperature "fiedem of 6, ae, WIC 045 UL 1703 and ULC 1703, CEC, FSEC, iso 9001:2008, rso 140012004, AS 0HSA5 18001,2007, SA8000 YINGLISOLAR.COM/US YirlghSo�ai- $TC 100Wcl r,od,.rce, 2YC COD W.r-atul. AMI 5q 1p-t- —d'N t- EN 6CR04-3 26 Awsega rotate" aPHrkw y d--tk. of 33% ;d 20OW1. oftolos" 1. EN 68904-1 28 Power output P- W 189,7 186,0 482.4 17@J 175.1 veftage at p- V- is 27,6 27.4 27,2 27,0 co'dod at P- t- A &V 6,79 611 6.62 6-54 open -fta" V. V 341 34,8 34,7 34.6 34.6 shart-aa:aft current h, A 7,35 7.28 711 7.14 747 NCK"T' np-r"ua ".4"ie ape .trees teas -mu. at 90OWM0 u-da-, 2M .t-1 r.,F-tu- lays -d apn d $TC 100Wcl r,od,.rce, 2YC COD W.r-atul. AMI 5q 1p-t- —d'N t- EN 6CR04-3 26 Awsega rotate" aPHrkw y d--tk. of 33% ;d 20OW1. oftolos" 1. EN 68904-1 28 Power output P- W 189,7 186,0 482.4 17@J 175.1 veftage at p- V- is 27,6 27.4 27,2 27,0 2618 co'dod at P- t- A &V 6,79 611 6.62 6-54 open -fta" V. V 341 34,8 34,7 34.6 34.6 shart-aa:aft current h, A 7,35 7.28 711 7.14 747 NCK"T' np-r"ua ".4"ie ape .trees teas -mu. at 90OWM0 u-da-, 2M .t-1 r.,F-tu- lays -d apn d THERMAL CHARACTERISTICS NOCT 1� 46+1 1wr4wature ourilficient of P- V %PC -0.42 Temperature caaffiUiret of V. l3cm %rC Temperature "fiedem of 6, ae, WIC 045 Turdsoratulft cmfficlerd of V-- 0 %"C -0,42 OPERATING CONDITIONS systers"kago 40130W ....... ....... ...... ....... . ... .. . . . ..... . . ........... .. hfiix peraes ficer rating iSA Unutifto rev . current ISA .. .... ... . . .......... .. . - 1-1- 1-1-11-1 -1111- - -- . . ...... ... Operating temperature ran" 40t. 1851' (A01085 'Q ..... M`M1 Static load 2 Mxx. haiwo- wip.0 hAwtutor f vow'Xitld 25m. 1 23nVs CONSTRUCTION MATERIALS Press cover lituaterkof l thkkam) h,,w4r*r,-jnud 94%3 I 12,rmn . . ....... ... .. . Coll lqaistity I material ( dinunootts I rtumber of bustaurs) Frame ("t.141 I toter I *d" sealuiql J.-Comr be. Pagoda protection rating} Cabe ()eno I cot"ectionA "A) Connector (type I morose protection 'ati.9) The 4vcifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet comples, with EN 503802003 requrrements. owered by Vf ERISTICS 43,41heiWA41 PACKAGING SPECIFICATIONS Nroube, of modules per pa#.t 26 Number of PAM per 40'cootaeor 28 -.- -1-111-- . . . . . . .......... .... ........ ......... packaging box dirremsioru, 67,32m o7l(7-V45,67i, 0 160inncl it, IWIH) 46,din,017" so. "Aht VMS i545kq) 3,94 d !Dic 0,47 (12) ro SECTON C C Warhinqs Read th u and User Manual in its entirety before harmling, mstaMnq, and operating Yngl; modules px"— Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US NYSE.-YGE 0 Yq' h Green Energy Hokfirq Co, Ltd- YCEZ60C' 41S.,i+es-US_2,)1403-V0I U,S, Soccer Pcnvorod by YinqR War- ~ / e 3 lJOWV 41ION JOI SJO)JOAUI OSeqdGlfiul.S Jelos , lndNf ASOZ 0) 0866 indino e 3 lJOWV 41ION JOI SJO)JOAUI OSeqdGlfiul.S Jelos A i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type 1 /pri l ne L 1 as Job Address 14W-) l //J i/ :5� Permit Number )6 7 7 � f�D =� �f� t�n,� - 7� %� ��r,�� 1�' . / /� Sf�Ll�7 No one available for inspection: Time T M /pM Re- Inspection required: Yes No * When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Inspector: DO NOT REMOVE THI NOTICE City (,)f W h eat d Date: Plan # PeAmit # Building & Inspection Services Division 7500 mmmmm� 1 �#1 M= I e ile 1 33mm Z= � ~ • ❑ ❑ ❑ Z W CD M 0 0 CD . m ° O x y L m a ~ ~ m ~ 0 O N ~ N (D ~ ~ d (D O A O ~ Q N A ~ d CD ~ y c 7 1 ~ A . - 3 m ~ CD d N a v I ~ m a o y o w ~ v w ~ ~ a ° m ~ w w L 0 Q a N N N ❑ N 0 ❑ -0 C ❑ Q ~ N ❑ ❑ (D ~ s a ❑ El w a cn C 0 c v ❑ O =r m I ~RY O~ & S O ~ z 9Q Y 0 3oo~a n 0 3 3 O'a C ` <D Z WN1~-'I W t. N wwU) m C-1'"(D m •r c~n a (D O OCD y ~ ~op3 m Z m o p ~m -o ~ . ~ S ~ 0 c r ~ N W v ~ Q ~ 7 ; N 'O ~ m ~ o ~ ❑ ❑ ❑ Z 9! m 0 Q ~ o 0 ~ m a ~ < > ~ m 0 o' ~ y 7 Q N ~ (D ~ O o ~ ~N V fD 0 o' 7 3 C 'N m (D m I a v 0 D o ~ N ~ N O O p L O ~ Q a El (D ~ ❑ ~ C ❑ Q ~ .N.. ❑ ❑ ID 73 3 n ❑ ~ w n U) ~ 0 c m 'R 0 7 N c~ry O P ~ ~ °0 Y 3~o~a n 0 n 7 ~ W (D Z ow . m o N & ' o wW(1) m CD m Z cn cn v (D O Z O ~ y v ~ 0 ~3< , zr. y Z ~ n = ~ o 0 IT1 3 m ~ . ~~,4K1~,..,g~~ .,v~.sr..v. ~ .y~ ;-~e^4+ ,;r•,tN'a.i.` . ~ yy, .ia;^,~, City of Wheat Ridge Residentiai Roofing PERMIT - 070972 ~ PERMIT NO: ,070972 ISSUED: 09/11/2007 JOB ADDRESS: 4190 QUAY ST ' . EXPIRES: 03/09/2008 DESCRIPTION: T/O TODECK, REPLACE W( 40 YEAR DIM$xSS?20NAL 25 SQUARES CONTACTS GC 303/984-7663 RONALD E. ANTENER - 07-0171 1-DERFUL ROOF&RESTORATION OWNER 303/431-9108 BOB GRISSOM PARCEL INFO , ZONE CODE: VA USE: UA - ; SUBDIVISION:0356 BLOCK/IAT#: 0/•~ FEE SUNRMARY ESTIMATED PROJECT VALUATION:, 4.,425. 1f-~. FEES Z9 ✓ ~ " , „ Permit Fee 5 . 144.70 f VIO {Sr Total Valuation ' • 00 Use Tax r 79.65 TOTAL 224.35 Comments: . . .i^s r ...~r . ~ MUST BE6 NAILED SUBJECT TO FIELD INSPECTION .A - . IFANY D$CKING IS REPLACED, A MID-ROOF,lSNSPECTI013~~,L BE'#EQUIRED , . I herg~a ;~acertify that the eetback dietancee ~lropliaed bythie permit applicati~ are accurate, a~:,',do~not violate applicable ordi ` tqg~y rulee or regulatione of the City of ~at Ridge os covepanta, easem~sy9s teetrnc-tione of record; that all mea#; ts ehown, and allegatloRe made ar aCCUrate; thapI haveread agYee `'''~~~i c~Ty all conditiona p;inted on this appl~,;, ~-,and that I aeeume full reeponsibility for compliance with theeat R1dge''HuSrding Code (i.E.C) anl all other ~ app2}at Ridgey~ dinencee, for worKunder this permit. Plane euLject to Eield inapection. t 1~'* 7 , j.'Thns rmit wae ieeued in accordance with the proviaione eet forth in your application avd ie aubject to tie laws of the State_ Colorado and to the Zonin9 Re9ulations and Huildin9 Codee of Whea[ xidge, Colorado or any other applicable ' ordin~. rof ¢he qSLy. - ~2. THia pe ~,t ehallfievire 180 daye from ipe Sseue date. Requests fos an exteneion muet be receivedpcior tc expiration -date. ?%,teneion-may be 9ranted aC the diecretion of the Huilding Official. 3.` If thie peYfit expizee, a new petmit may~ acquiied for a Eee of one-half the amount normally required, provided no chan9es hWeen or wlll be made 1n Che riginal plans and apecificatione and any suspeneion or abandonmmt has not . exceedGd.oq{e year: If changea have bt or if suspenaion or abandonment exceeds one (1) year, fyll f+.ea shall - be paid £,yYY'a i 4. No work ofany,manne:l.Qyjall be done tha p will Cbdn9e the natural flow of water causing a drainage piflblem. , 5. Contractoz shall noCifN.1;Y}e BuildirFectoz Ywenty-four (24) houre in advance for all inspection4 and shall receive written aBP=ov+l on inepecfj'pp.p9rd befare proceeding with euccessive phasea of the job. ~ 6. The ieeuaKCe of.a permit oa thep1 of drawings and specifications ehall not be construed Co bk a pesmit for, noz an approval of, any violati n proviaions of Ehe building codee or any other ordinance, law,/rule oi regulation. All plan review Ye~aubjecC inepections. ~ Signature ofChief euilding 0fEicial date, ' " INSPBCTION R8QU83T LINBs (303)234-5933 BUILDING OFFICE: (303)235-2855; REQLSESTS-M[TST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINF.SSDAY. I 7 `t T . Aii" _ . . . . . . . . . . . . . . . . . . . f~. . . t~' . ~ . . ~City of Wheat Ridge . Residential Roofing PERMIT - 070972 PERMIT f10: 070972 ZSSUED: 09/11/2007~.~ . .TO8 AbDRESS: 4190 QUAY ST EXPIRES: 03/09/2008 . IIIIS£R2PTION: T/0 TO.~DfiCK, RBPLACE W/~ 40 YEAR DIMENSIONAL- 25 SQUARES ~ *•*~CONPACTS ~ 303/984-7663~ RONALD E. ANTENER 07-0171 1-DERFUL ROOF & RESTORATION ~ pWM 303/431-9108 ~BOB GRISSOM r,r p~EL INFO. r.w . . _ ZODTE r;C~lDfi : UA USE : UA . . 3LT9DtVYSION: 0356 . BLOCK/LOT# : 0/ SU14KARy.*~ ESTIMATED PROJECT VALUATION: 4,425.00 . ' FEES Ptl=$.t:'Fee 144.70 T'ptaS Valuation .00 i3":Ta.u 79 . 65 TpTAL 224.35 . . CotwrAri[s: MU50TBE6 NAILED ' . $U4nq'S,': TO FIELD INSPECTZON IP..,ANY:DECKING IS REPLACED, A MID-ROOF INSPECTION WILL BE REQUIRED : I d4teby;certify that the setback dietancee propoeed by thie pemit appllcation axe accurate, and do not violate applicaDle prdi6iricee, rulee or zegulatione o£ the City of Wheat Ridge or covenan[e, eaeemente or reatric[ione oE record; that all .meA@ctx'eaente ehown, anfl allegatione made are accurate; that i have read and agree to ahide Dy all conditione printed on thia appybCation axid that I aeeume Eull reeponeibility for compliance with the Wheat Ridge Building Code(I.B.C) and all other avazi~fi 1e at d e9rd'in,e'nc-ee.,s fo,= work under thie pexmit. piane eubject to field inapection. ~ ~Wv 001l o, 1. Thip.petmit was ieeued in accorQance with the provieione eet forth in }rour application and ie eubject to the lawe of the :8tiafe'oi Colorado and to the 2oning Aegulatione and Building Codea oE Whea[ Ridge, Colorado or any other applicable , ot311nancee of the Ci[y. 2,...1h},g permit ehall expire 180 dayefrom the ieeue date. Requeete foz an exteneion muet be recelveQ prior to expiraCion dflt2.'M exteneioa may be granted at the diecretion of the auilding Official. zovided no 3.If..thSE pemit expirea, anew pemit may be acquired for a fee of one-half the amount normally required, p C77dn9?e have beea or will be made in the osiginal plans and epecificatione and any auepeneion oz abandonment haB not ekqee(ied one (1) year. If changee have been or if euepeneion or abandonment exceede one (i) year, full feee ehall k1e paid for a new permit. 4,,.96 vmrk of any manner shall be done that will change the natural flow of water caueing a drainage problem. . 5. C¢ntFactor ehall notify the.BUildin9 Inepector twenty-four (24) houzs in advance for all inepectioas and ehall receive ' qiltten approval on fnepection.card befoze proceeding with eucceeeive phaeee of the job. 6., '!'hC leeuance of a pexmit or the approval of drawin9e and epecificatrona ehall not be construed to be a permit for, nor dq approval oE, any vlolation of the provisione of the building codee or any other ordinance, law, rule or regulation. '7llk plan revlew 1e eubjecnC t i inepectione. M cf ChSefHuildingJ4'f£iqVl aace CPIONRS¢II8S'P0A2NEe(303)234-5933 BUILDING OFFICE: (303)235-2855 gE~S"!'S MUST BE MAD& BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. oF w"E'4r ~ BUILDING WSPECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE _:1 u " 7500 WEST 29TH AVENUE PLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) , ~~`~R"~~ M1NQR API'Z.IGATIG1N Property Owner: gpb ca►-jSSoTr% Property Address: 14 1,vjQ Q u(a,l~S~' • ~ gC~0~3i'hone: '~3- I0$ Contractor License No.: V Company: Phone: .1 ✓Gic.r~~~ OWNER/CONTRACiOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: I hereby certify that the setback distances proposed by this permit application are accurete, and do no[ violate applicable ordinances, mles or regulatlons of the City of Value:$ - Wheat Ridge or covenants, easements or restrictions of record; fhatall measuremenLs shown, and allegations made are accurate; tha[ I have read and agree to abide by all P0ri'Cilt FCO:$ conditions printed on this application and that I assume full responsibilily for compliance with fhe W heat Ridge Building Code Q.B.C) and all other applicatile W heat P~ari RCVICW F00:~ Ridge Ordinances, for work under this permit Plans subject to field inspection. jJSB T3X: (OWNER)(GONTRACTOR):SIGNED.AAk_~W'-` ' ' DAiE -L. ( I I TOY31.$ 1 Use of Space (description): Description of work: r~~ : .~.cy~-j p ~ ~ 5 rT(.a ce w ikh Owws C6rr;,r:t ~ O~ Sq. Ft. added ~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval• ApprovaC ApprovaL (1) This permit was issued in accordance with the provisions set forth in your application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) 7his permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days (rom issue date or (8) lhe building authorized is suspended or abandoned for a period of 180 daya . (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill6e made in the original plans and specifications and anysuspension or abandonment has notexceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhal will change the naturel flow ot water causing a drainage problem. (5) Contractor shall noti(y the Building Inspector twenty-four (24) hours in advance for ali inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subJect to field inspections. Chief Building DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29tn AvErtUE BUILDING INSPECTION DIVISION PERMIT N0. M911116539 237-6944 Exr. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNEO BY THE CHiEF BUiLDING INSPECTOR ANC F7ECEIPTED BELOW. APPLI4jION FOR MISCELLANEOUS PER.T M ~ OB ADDRESS N 01 ~ G U & OWNER ° ADDRESS 1 /0~k 3 IAJ I.~D rl~~ r~ d GCiS ~ 10NTFACTOR 'sG ~~yG ~ OW \ODRESS PHONE ZIPCODE~9D"?D G 1 ~ ;ITY ~/^q~'7 ZIP CODE ~ I; A A? LICENSE NO CONTRACT PRICE$ G ~y ~ DATE "7 / /.z PH ONE /X . ❑ Woll❑ Proisctina❑ Other SorOFOu 1. TVPE GrounO uon Feet t T l S a q o 2. MATERIAL Pomit No ElW ❑ ❑ SIGNS . . TYCe _ No 3. ILLUMINATION Yea 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W 2one_ AODrm'ed, Zu^e I^apeetor Drwed ❑ ❑ ❑ ❑ Diso p (SOetify whith ia f ronl) I. TYPE Solido More TAan BO% ODanO Less Thon 80% Open Hei M FENCES Q MATERIAL . 3 SET BACN FROM PROPERTY LINE N_ S_ E_ W Zme_ AppraW,Zons, Impetta ❑ ❑ ❑ ❑ asaDCrovsd (Specity whieh is froM) I. ,jY' ~ A cr e - 74 Z OTHER 3. DRAW SNETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GlVlliv" DISTANCES FROM PROPERTY LINES. (SETBACNS OR 7ROJECTqNS INCLUDED) SPECIFY NORTH STREET NP.ME SHOW DISTANCES FROM THE MAIN BUIIDING TQADJOINING HOUSES, STREETS, ANO PROPERTY LINES; ON IRREGULAR tATS. SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERAGE DISTANCE. _ APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. aFanniT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. _ ~ ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE LICENSE NO ALUMINUMWIREUNDER512E811 LEGAI FLOOR BSM IST 2ND 3RD 4TH N0. FUEL:C'utleOn~Gai011Propana EleCSolar ~ WA7ER CLDSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - 8TU NEW SERVICE - AMPS BATH TUB STEAM - BTU LHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTIN6 SINK OTHER HEATING GARBAGE DISP REFRIGERATION SVSTEM POWER SUB-GFCUITS WA?ER HEATER Refri erant Group UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASMER Pounds Cnor e DISH WASHER AUTOMATIC SPRINNLER SYSTEM FI%TURES WIRING MOTORS 9 CONTROLS FI.D(~2 DRAIN ELEVATOR $IGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 nereby acknowleeqe that +nis avvIIca- tion it Corretf and understand thot I cannof simt thie project until thie appii- cotion is apDroved. I shall comply with fhe lows 01 the S1ate of Colorodo and io the ZpninQ ReQulutions and Buildinq Code of the City of Wheaf RidQe. Any violation ol the above terme will cause immediate revocahon of fnls Dermif ~ Slaeu~w. . PERMIT FEE USE TAX TOTAL FEE ~ I$ l~ .21 11 CHIEF BUILDI ,City of Wheat Ridge v 7 ? Date Issued NOT VALID UNLESSItECEIPTED Xe c e~ y' v 0 -7 59 ~a,z~ C/d ic_c_~ w~577 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS INSPECTION TICKET 3 JOB f ADDRESS L) ~ID ( yucu~ te,(_¢ v DATE: 3- y-9 / gLOG. PERMITM PERMITM 4191 j 16'5d9 BLDG. CONTR. 7 ~ SUBCONTRACTOR iLQLc-o--ca~ ~ccLc.,~G DATE INSP. REQ. TYPE OF li INSPECTIO REMARKS W.R. FORM &19 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :(a140 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: ~jpB 6Y'i'y'1.5$Dc,-l.. Property Address : Q Uqy s7~CYr c~ra1R~'~~Z' ca 3'hone Contractor License N . : Compa Phone : Js0 y~5~~- ~ G G Yt ~ y"t✓a r,Z, . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify lhat the setback distances proposed 6y this permlt application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheal Ridge or covenants, easements or restriclions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condilions printed on lhis application, and that I assume full responsibility tor tompliance with the Wheal Ridge Building Code (U.B.C.) and all other applicable Wh3~4 Ridge ordinances, tor wo^under this pertnit. ~ (OWNER)(CONTRACTOR) Construction Value mo Permit Fee : Plan Review Fee : Use Tax : Total : r.._..- JCr v"' i- cirl.ct✓L~r BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ZEriin~'~C3~efits-9 Approval: Zoning : BuiliJing Co_ _en_-sj Approval: PL~tilic7V11bP _ ~KS~C"o~~fits~l Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : L(~~ Plumbing License No : Mechanical License No : Company : $C V,L Company : Company : t~ ~ Expiration Date : Expiration Date : Expiretion Date : Approval: Approval: Approval: im &P,18h~~R~QIPedlf~ ~ ~,PI~A~R~Ql71f6U~ ~ ~PJ~1T54R~dUlE8i1~ (1) This pennll was luued In accordance with the Dro-Asions sel lorth in yopur appliption and is suq'M to the laws ol the State ol ColonCO anE to the Zoning Requla6ans and Building Code o/ Wheal RiEge, CaloreEO a any olher applica0k orEinances of the Ciry. (2) This pertnll shail eapire A(A) the wwk authonzed is not commenced within sury (60) days Irom issue Eate a(B) the Ouilding aulho~zed is suspen0ed or abanGOneC lor a penod o1120 days. (3) If tnis pertnit e:Otres, a new permR maY De acquired lar a fee ot ane-hall the amount nomuiry reqwred. DroviCed na changes have been or will be made m e original plans and specificalions and any suspension ar aOanEanment has not exceeded we (1) year. If Uarpes are made or il suspensbn w aEanEOnmenl ezceeds one (1) year, lull (ees snall be paid lor a new permit. (d) No woAC of any manner shall be Oone that will Uange the natural Ilaw of water pusing a droinage Oroblem. (5) Comraclor sAan notify the Building Inspeclor twenry-four (24) hours in aUVance tor all inspecYwns and shail receive writlen approval on inspeclion wr0 ~e~ore proceediing witA successive pnases ol lhe ab. (b) Tne issuance ol a pemut or the approval of drawings anE specifirations shall nol be consWed lo be a pertnit lor, nor an approval ol, airy vio~aGon ol the provisionz o/ the OuilAing codes or any other orEinance, law, rule or regulatlon. Chief Building Inspector For Mayor THIS PERMIT VALID O ALL W 345933 24 HOURS PRIOIR TO~IN PIE TION ECTOR AND MAYOR