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3645 Newland Street
'L x0 v �e gyp` O` . ,� � g Fa e°�� s e� �� age ok{\Ge O•�`G X3032 52g`' �oll�l� i � l30 AQ��G� \ �L-i I 1Y Z a \e ol ore .me\" 12 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: A -6-s Flo FCfl-r• 12S. Job Address: �lo�a 1� 110 Permit Number: %IMM 72)'J ❑ No one available for inspection: Timed AM/PM Re -Inspection required: Yes No When corrections have been made, ca (for re inspection at 303-234-5933 Date: �i I �� Inspector. ' 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: 45-� f-ltw s i c a 5 Job Address: -�G,4C7 Permit Number: 20 hCG 201-10 S�79'11 ❑ No one available for inspection: Time � AM/PM Re -Inspection require(_No When corrections have been made, call fo ve-inspecSion.at 303- 345933 Date: ��(J� Inspecta DO NOT REM E THIS NOTICE I NT'AIeY%,,� �>�. NSP ECTION RECORD INS�I�OTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 vancellations 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 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter UV iwL Four tooncrete rnor 10 Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing nn IU^f rf%x/nr I�.,.�e r..r�..r..J .... D.1..._ •u . w _ - -- - sp tions Date — Inspector Initials •- .. •.•, 1 1 vii—val VI i ne mpove inspections Comments hing �� � F /i tMechanical Tie ctric "mbing/Gas Linehanical 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 4 01 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 voltaqe permits — Please he sura that mi i.,h fnencrfl ,. , r-__ .1 _ ----...�. . a� �� , ai iu ciccu icai iow vonage y the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ► A �e City of Wheat Ridge r Residential Roofing PERMIT - 201707072 I PERMIT NO: 201707072 ISSUED: 09/08/2017 JOB ADDRESS: 3645 Newland ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Residential Re -roof to install OC Duration asphalt shingles with ROOF DECKING - 21.39 sq (14.08 sq pitched / 7.31 sq flat) Pitch = 5/12 *** CONTACTS *** OWNER (303)915-9113 WATSON DEREK SUB (303)757-7663 David Moore 160095 Smart 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: 7,486.00 FEES Total Valuation 0.00 Use Tax 157.21 Permit Fee 172.60 ** TOTAL ** 329.81 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge �Residential Solar PERMIT - 201708789 3 PERMIT NO: 201708789 ISSUED: 11/02/2017 JOB ADDRESS: 3645 Newland ST EXPIRES: 11/02/2018 JOB DESCRIPTION: Permit to reinstall previously permitted system (201400799) due to reroof. 4.59KW grid tied PV system *** CONTACTS *** OWNER (303)915-9113 WATSON DEREK 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: 6,242.40 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 131.09 Permit Fee 156.75 ** TOTAL ** 389.73 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply 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 this permit and perform the work described and approved in conjunction " ith 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 be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACT" (Circle one) Date 1. This permit was issued teased,""ori e 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of` ff the Chief Building Official and is not guaranteed. 4. No work of 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, any violation of any provision of any applicable code or dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY I City of Date: � � NO Wheat jjdge COMMUNITY DEVELOPMENT Plan/Permit## Building & Inspection Services Division t b l 1 c� ` J 7500 W. 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application w-13 *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3645 Newland St, Wheat Ridge CO 80033 Property Owner (please print): Dana Watson Phone: 303-915-9113 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: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage. shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT 8 ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R 4.59 kW roof -mounted grid -tied solar PV system Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 6242.4 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. A CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (O PRINT NANIE: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS SIGNATURE: Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY (CONTRACTOR DATE: 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ May 29, 2014 Project/Job # 8004638 RE: Project: To Whom It May Concern, COVER LETTER Rothstein Residence 3645 Newland St Wheat Ridge, CO 80033 41 0L J1N Version #36.1 Digitally signed by Yoo Jin Kim Date: 2014.05.29 13:35:03 -07'00' 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: � t: city of wIhcatRe Design Criteria: / COMMUNITY DENEIOV`K4 - 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) - MPI: Roof DL = 7 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 7 psf, Roof LL/SL = 30 psf C 00 APPROVE® Reviewed for Code Com�lian-ce c1 ZIL-7- _ Date _- Pl,sr,S EMNnr^� � - .Permit The i+saanre of aWr:nn nr'Vp"'al Of Plain sprcifcations egcomputations shall not be a Permil ft"' or on OPPra`rOl Of, any violation to any of the Provrsians oJrhe but -no code or o1 any C'ry ordinances. Permits Presuming tc give ourho+itY to violate of concel the PpVisiOns Of the 9ylMino . nrar:,rr co,ninces of the Cary d. shall not beWIl 0 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < .4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the IRC 2006 / IBC 2009. Please contact me with any questions or concerns regarding this project. Sincerely, 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 - SleekMountT'" PV System Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Job Number: Customer Name: Address: City/State: Zip Code Latitude / Longitude: SC Office: 8004638 Rothstein, Melissa 3645 Newland St Wheat Ridge, CO 80033 39.767965 -105.069447 Denver 05.29.2014 Version #36.1 Building Code: IRC 2006 / IBC 2009 Based On: IRC 2006 / IBC 2009 ASCE Code: ASCE 7-05 Risk Category: II Upgrades Req'd? No Stamp Req'd? Yes PV Designer: Marie Galbraith 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 3645 Newland St, Wheat Ridge, CO 80033 Latitude: 39.767965, Longitude: -105.069447, Exposure Category: C LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo ALL MPS Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No W Underlayment Ri Roofing Paper 0.5 psf Plywood Sheathing R2 No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1 0.6 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 1 Roof Slope ASCE Eq: 7.4-1 5/12 W Tributary Area Reduction Ri 1 Section 4.9 Sloped Roof Reduction R2 0.95 Section 4.9 Reduced Roof Live Load Lr L, = Lb (Ri) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf ALL MPS 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? P5 p° No ASCE Eq: 7.4-1 1000/0 Effective Roof Slope 1 220 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 11.9 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 exceptindicated otherwise Table 7-3 lass 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 7 2 Roof P5 p° NA ASCE Eq: 7.4-1 1000/0 Design Roof Snow Load Over (C.-.f)Figure Ps -roof = �Ce-f) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _P„ Unobstructed Slippery Surfaces NA Figure 7-2 Design Snow Load Over PV Modules P5 p° Ps-pv - (Ce-pv) Pf ASCE Eq: 7.4-1 1000/0 30.0 psf COMPANY PROJECT WoodW,,.,,'o-,r.'k§0 May 29, 2014 13:27 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.00 (24.0)* psf PV LOAD Dead Partial Area No 1.83 10.92 3.00 (24.0)* psf SNOW LOAD Snow Full Area Yes 690 30.00 (24.0)* psf *Tributary WiCth (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : --- 12'-7" -- 0' 1'-2" 10' 11'-2" Unfactored: Dead Snow 93 291 257 719 -118 -338 Factored: Uplift 456 Total 383 976 Bearing: F'theta 690 690 678 Capacity Joist 4009 1940 3562 Supports 2789 1758 - Anal/Des Joist 0.10 0.50 0.00 Support 0.14 0.56 - Load comb #5 #8 Length 3.50 1.50 3.50 Min req'd 0.50* 0.83** 0.50* Cb 1.11 1.25 1.00 Cb min 1.75 1.45 1.00 Cb support 1.25 1.25 - Fcp sup 425 625 - -Minimum bearing iengtn setting usea: 11Z Tor ena supports "`Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP1 Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Lumber -soft Beam, D.Fir-L No.3; 3 - Hanger; Roof joist spaced at 24.0" c/c; Total length: 12'-7.0", Pitch: 5/12; Lateral support: top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help), F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 102 Fv' = 207 fv/Fv' = 0.49 Bending(+) fb = 745 Fb' = 1547 fb/Fb' = 0.48 Bending(-) fb = 1096 Fb' = 1272 fb/Fb' = 0.86 Live Defl'n 0.14 = L/847 0.64 = L/180 - - 1.00 0.21 Total Defl'n 0.18 = L/625 0.96 = L/120 4 0.19 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 900 1.15 1.00 1.00 0.822 1.300 1.00 1.15 1.00 1.00 - 4 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS), V = 591, V design = 562 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 469 lbs -ft Bending(-): LC #4 = D+S (pattern: sSs), M = 690 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr -roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 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 I middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not j govern design. COMPANY PROJECT _ J WoodWorks® May 29, 2014 13:28 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Capacity tern Start End Start End DL Dead Full Area No 7.00 (24.0)* psf 2789 PV LOAD 1758 Dead Partial Area No 4.75 10.83 3.00 (24.0)* psf SNOW LOAD Joist Snow Full Area Yes 0.35 30.00 (24.0)* psf *Tributary Width (in) 0.39 Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) - Load comb 13'-3.6" 1 #5 #8 Length 3.50 1.50 0' 1'-2" 9'-6" 11'-10" Unfactored: 0.50* 0.58** 0.50* Cb l.11 Dead 1.25 77 1.00 Cb min 169 1.75 -24 Snow Cb support 284 1.25 509 - 15 425 625 - Factored: Uplift 120 Total 361 678 Bearing: F'theta 690 690 678 *Minimum bearing length setting used: 1/2" for end supports *"Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP2 Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber Stud Wall, S -P -F Stud, 2 - Lumber -soft Beam, D.Fir-L No.3; 3 - Hanger, Roof joist spaced at 24.0" c/c; Total length: 13'-3.6"; Pitch: 5/12; Lateral support: top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help); Capacity Joist 4009 1940 3562 Supports 2789 1758 - Anal/Des Joist 0.09 0.35 0.00 Support 0.13 0.39 - Load comb #5 #8 Length 3.50 1.50 3.50 Min req'd 0.50* 0.58** 0.50* Cb l.11 1.25 1.00 Cb min 1.75 1.65 1.00 Cb support 1.25 1.25 - Fcp sup 425 625 - MP2.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 60 Fv' = 207 fv/Fv' = 0.29 Bending(+) fb = 673 Fb' = 1547 fb/Fb' = 0.44 Bending(-) fb = 855 Fb' = 1303 fb/Fb' = 0.66 Live Defl'n 0.12 = L/909 0.60 = L/180 i CRITICAL LOAD COMBINATIONS: 0.20 Total Defl'n 0.16 = L/697 0.90 = L/120 0.17 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 4 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 900 1.15 1.00 1.00 0.842 1.300 1.00 1.15 1.00 1.00 - 8 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 i CRITICAL LOAD COMBINATIONS: Shear : LC #4 = D+S (pattern: sSs), V = 365, V design = 329 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 424 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 539 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S;2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live' deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Kn SolarCity SleekMountT" Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Twe C Section 6.5.6.3 Roof Slope qh 220 Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Pur►in Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Kn Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/6 Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/CJD-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up p -16.2 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -281 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.1% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -312 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.4% ABBREVIATIONS ELECTRICAL NOTES � JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE TYPE EC # 8041 MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Wheat Ridge UTILITY: XCEL Energy CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. GENERAL NOTES 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL -LISTED POWER -CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE4%99 -2DI2- INTERNATIONAL BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 46+i --NATIONAL ELECTRIC CODE, V 14 - JOB JB -8004638 MOUNTING SYSTEM: Como Mount Tvoe C 00 PREMISE OWNER: ROTHSTEIN, MELISSA 3645 NEWLAND ST WHEAT RIDGE, CO 80033 CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A-US-ZB-U 7202320594 ", CAy of i ' ' s .y/wh6a�_ 199 (I �,/,1MMUNITYiDR�O�M F h i APPf?O EU ,d Comnli nce . ,. ..:� Date YalidRy_o1 prang Thr rssuan, r of o perma a approval o/ pbrs speci(rcatiorss and compututions shdi not be o permit fat Of an oppro�OM hrnritf to aM, a/ the provisions of the twi" code a of mry City prcwminQ M give outhwO to violate of cancel the PronisFom of fhe Sud*" caries or other ordbsonces of the C"y SW not 6" 0' ot thevo�t. e'" �d;� atR�a9e 9 VICINITY MAP 0 ROTHSTEIN RESIDENCE 4.59 KW PV ARRAY PAGE NAME: COVER SHEET INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS s REV A I NAME DATE COMMENTS i ESIGN: Marie Galbraith 4$. -;; SolarCity. 3055 Clearview Way SHEET: REV: DATE: San Mateo, CA 94402 P V 1 D 9/10/2014 T: (650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com 0L 31N 41 �fONAI-t-'70y Digitally sn Kim Date: 2014.09.17 14:32:15 -07'00' PITCH: 22 ARRAY PITCH: 22 MP1 AZIMUTH: 170 ARRAY AZIMUTH: 170 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 22 ARRAY PITCH: 22 MP2 AZIMUTH: 260 ARRAY AZIMUTH: 260 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 22 ARRAY PITCH: 22 MP3 AZIMUTH: 80 ARRAY AZIMUTH: 8O MATERIAL: Comp Shingle STORY: 1 Story I Fr,FNn O (E) UTILITY METER Sc WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LG LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED F. __ -1 I, 11 INTERIOR EQUIPMENT IS DASHED L' 'J SITE PLAN s Scale: 3/32" = 1' 01' 10' 21' 4 CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: U18-8004638 0 O PREMISE OWNER: DESCRIPTION: ROTHSTEIN, MELISSA ROTHSTEIN RESIDENCE DESIGN: Marie Galbraith \ `�\ `", .ftt S. �arC��ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OR IN MOUNTING SYSTEM: 3645 NEWLAND ST 4.59 KW PV ARRAY 0 NOR SHALL IT BE DISCLOSED IN WHOLE Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80033 MODULES: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (18) CANADIAN SOLAR # CS6P-255PX 3055 Cleamew Way San Mateo, CA 94402 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 7202320594 SITE PLAN PV 2 a 9/10/2014 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solorcity.com [INVERTER: SOLAREDGE SE5OOOA-US-ZB-U SIDE VIEW OF MPI NTS MPJ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" (3) STAGGERED PORTRAIT 48" 19" PLACE MOUNT. RAFTER C.J. 2x6 @ 24" OC 2x4 @24" OC ROOFAZI 170 PITCH 22 ARRAY AZI 170 PITCH 22 STORIES: 1 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER os— A STAN DOFF CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8004638 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (18) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A-US-ZB-U INSTALLATION ORDER X -SPACING (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. Y -CANTILEVER NOTES (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 24" (3) INSERT FLASHING. PORTRAIT 48" (4) PLACE MOUNT. RAFTER C.J. G(5FINSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. PREMISE OWNER: ROTHSTEIN, MELISSA 3645 NEWLAND ST WHEAT RIDGE, CO 80033 7202320594 SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2x4 @24" OC ROOF AZI 260 PITCH 22 STORIES: 1 ARRAY AZI 260 PITCH 22 Comp Shingle 0 L/, ....0 JIN 41 'ONA�. �`.- Digitall Signe by Yoo Jin Kim Date: 2014.09.17 14:32:22 -07'00' ROTHSTEIN RESIDENCE 4.59 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS ow 01 Wheat Ridge DxvWson Marie Galbraith SHEET: REV: DATE: PV 3 a 9/10/2014 ' solarCity 3055 Clearview Way San Moteo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solorcity.com 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. MNUMBER: JB -8004638 00 MOUNTING SYSTEM: Comp Mount Type C (18) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A—US—ZB—U ROTHSTEIN, MELISSA 3645 NEWLAND ST WHEAT RIDGE, CO 80033 7202320594 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. DESCRIPTION: ROTHSTEIN RESIDENCE 4.59 KW PV ARRAY PAGE NAME: UPLIFT CALCULATIONS Marie Galbraith SHEET: REV: DATE: PV 4 a 9/10/2014 solarCity� 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) UFER AND ONE E WATER BOND AT PANEL WITH () Panel Number: Meter Number: 58 510 287 Inv 1: DC Ungrounded INV 1 -(1 ) )SOLAREDGE E #SE5000A-US-ZB-U LABEL: i Inverter; 50 0W, 240V, 97.5; w/Unifed Disco and ZB, AFCI -(18)CANADIAN SOLAR , 34.3W 55PX PV Module; 255W; 234.3W PTC, Black Frame, MC4, ZEP Enabled TYPE EC # 8041 INV 2 IRREVERSIBLE CRIMP Underground Service Entrance Voc: 37.4 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 150A MAIN SERVICE PANEL E 150A/2P MAIN CIRCUIT BREAKER MILBANK ER_ HA ER Inverter 1 Meter Socket Disconnect 150A/2P (E) LOADS B m • 3OA/2P -- G\D A I I -- 3 C _ GND _ -- — —--——— — — — — —— ----- Ll _2 " EGCi --- GEC SOLAREDGE SE5000A-US-ZB-U zaov _ _ _ G- N Fr_ 'C SolarCity z A 1 DC- - DG 1 Stnng(5) Of i8 On MP1,MP EGC I N I I EGCIGEC _ Z Z --- GEC A TO 120/240V SINGLE PHASE i C1ty of UTILITY SERVICE idg Wheat R e I � guildin9 piviso� Voc* = MAX VOC AT MIN TEMP POI (1 ) CUTLER—HAMMER # CH230 PV BACKFEED BREAKER Breaker, 30A 2P, 2 Spaces, Tan Handle B (1) MILBANK # U4801—XL-5T9 Meter Socket; 200A, #6-350, Ringless AC — (3) MILBANK M K4977—INT Load—Side Tap Connector; 100A, #12 — 1/0 AWG 11 (1)CUTLER—HAMMER # DG221URB Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R — (1)CUTLER—HAMMER N DG030N8 Ground/Neutral it; 30A, General Duty (DG) Q (1 ) Solarcity 4 STRING JUNCTION BOX R 2x2 STR�GS, UNFUSED, GROUNDED DC —(I)ZEP # 850-1196-002 Universal Box Bracket; [PKG B] PV (18)SOLAREDGEBP300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP O (1 ) AWG #10, THWN-2, Black T (1 )AWG #10, THWN-2, Red(l)AWG (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp= 20.83AAC -(1)AWG #8,.THWN-2, Green EGC/GEC—(1)Conduit Kit; 3/4" EMT . (1) AWG 110, THWN-2, Black 110, THIN -2, Red (1)AWG #10, THWN-2, Green Voc* = 500 VDC Isc = 15 ADC �\ (2) AWG #10, PV WIRE, Block Voc* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 12.94 ADC I I �� (1 )AWG #10, Solid Bare Copper EGC Vmp = 350 VDC Imp= 12.94 ADC EGG — (I)Conduit Kit; 3/4" EMT �✓ CONFIDENTIAL THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., 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. JOB NUMBER JB -8004638 00 PREMISE OWNER: ROTHSTEIN MELISSA 3645 NEWLAND ST WHEAT RIDGE CO 80033 7202320594 DESCRIPTION: ROTHSTEIN RESIDENCE 4.59 KW PV ARRAY PAGE NAME: THREE LINE DIAGRAM DESIGN: Marie Galbraith ��solarCity MOUNTING SYSTEM:,,NOR Com Mount T e C MODULE S: (18) CANADIAN SOLAR # CS6P-255PX 3055 Clearview way San T. (650) 638-1te F:(650) 9440638-1029 (868) -SOL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 5 Cl 9/10/2014 INVERTER: SOLAREDGE SE5000A-US-ZB-U CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 3645 Newland St AC DISCONNECT 81 �I I INVERTER AND UTILITY C DISCONNECT SERVICE ----------------------- - SOLAR PHOTOVOLTAIC ARRAYS) L-------------------------- J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8004638 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (18) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A—US—ZB—U ROTHSTEIN, MELISSA 3645 NEWLAND ST WHEAT RIDGE, CO 80033 7202320594 ROTHSTEIN RESIDENCE 4.59 KW PV ARRAY PAGE NAME- SITE AMESITE PLAN PLACARD DESIGN: Marie Galbraith SHEET: REV: DATE: PV 6 a 9/10/2014 SolarGty. 3055 CleaNew Way San Mateo, CA 94402 T (650) 638-1028 F:(65O) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com Label Location (AC) (POI) _ Per Code: 1 �_zi"z �' NEC 690.17(4) FD1=E�_ (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR r'%*64 ` THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �_ IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC - CO XCEL Label Set ��SolarC�ty �oLT °� A,`� EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE rrY �® SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label Location: Label Location: Per Code: (C) NEC 690.14.C.2 (POI) Label Location: Per Code: io] LA+�q-tlXc�J 7f Per Code: 'f'r'�IL 10i �"W NEC 690.54 NEC 690.31.E.3 NEC 690.64.B.4 Label Location: a b (DC) (INV) Per Code: NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM Label Location: CONNECTED v:p3 (DC) (INV) Per Code: ',• NEC 690.53 ;��jl'`��`��`��-r,�9 ;; kj;Y,�� , M, UJ. Label Location: ns_�'` v (DC) (INV) �` t7 Per Code: NEC 690.35(F) kG' ;0y o V o qlT 7Dr P -T-ol", b- o �_• c §,,, -I� vk'; 31T=_� TO BE USED WHEN 'Use K0aUD;16)AV1iED INVERTER IS UNGROUNDED CAI Label Location: (AC) wheat R�d9e PHOTOVOLTAIC SYSTEM Q„i1a��g p�v�so Label Location (AC) (POI) _ Per Code: 1 �_zi"z �' NEC 690.17(4) FD1=E�_ (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR r'%*64 ` THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �_ IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC - CO XCEL Label Set ��SolarC�ty �oLT °� A,`� EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE rrY �® SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) io] LA+�q-tlXc�J 7f Per Code: 'f'r'�IL 10i �"W NEC 690.54 Label Location (AC) (POI) _ Per Code: 1 �_zi"z �' NEC 690.17(4) FD1=E�_ (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR r'%*64 ` THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �_ IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC - CO XCEL Label Set ��SolarC�ty �oLT °� A,`� EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE rrY �® SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleT" modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as `Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5/16" Machine Screw B Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountT"" - Comp U -- Q,OM PA 1, TI. SOlartity. January 2013 �pr� �Ir LISTED SolarCity January 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 ��de7 ►�eS��^ g` a Key Features Quick and easy to install - dramatically reduces installation time Lower system costs - can cut rooftop installation costs in half Aesthetic seamless appearance - low profile with auto leveling and alignment • Built-in hyper -bonded grounding system - if it's mounted, it's grounded • Theft resistant hardware • Ultra-low parts count - 3 parts for the mounting and grounding system • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the world • Industry leading plus only power tolerance: 0 —+5W • Backward compatibility with all standard rooftop and ground mounting systems • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 100% 97% Added Value pr 00% °m Warranty 80% a% 5 10 15 20 25 10 year product warranty on materials and workmanship 25 year linear power output warranty te- r! CanadianSolar Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated with a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. Best Quality • 235 quality control points in module production • EL screening to eliminate product defects Current binning to improve system performance • Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage Providing third party bankruptcy rights • Non -cancellable Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001: 2008: Quality Management System ISO/TS16949:2009: The automotive quality management system • IS014001 :2004: Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001:2007 International standards for occupational health and safety • REACH Compliance O �E sp ,C E C�n�� ur �:.sF.. www.canadiansolar.com Electrical Data CS6P-235/240/245/250/255PX Black -framed STC CS6P-235PX CS6P-240P CS6P-245PXI CS6P-250PXICS6P-255PX! Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) T90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Short Circuit Current (Iso) 8.46A 8.59A 8.74A 8.87A 9.00A Module Efficiency 14.61% 14.92% 15.23% 1 15.54% 15.85% Operating Temperature -40'C -+85'C Maximum System Voltage 1000V IEC)16OOV UL Maximum Series Fuse Rating 15A Application Classification Class Power Tolerance Under Standard Test Conditions (STC) of irradiance of 1000W/m', 0-+5W' spectrum AM 1.5 and cell temperature of 25 C NOCT Nominal Maximum Power (Pmax) CS6P-235PX CS6P-240PX C_S6P-245P CS6P-250PX C_S6P-255PX 170W 174W 178W 181W 185W Optimum Operating Voltage (Vmp) 2T2V 27.3V 27.4V 27.5V 27,5V Optimum Operating Current (Imp) 6.27A 6-38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.OV 34,1V 34.2V 34.4V Short Circuit Current (Isc) Under Normal Operating Cell Temperature, Irradiance wind speed 1 m/s Mechanical Data 6.86A 6.96A 7.08A 1 of BOO W/m', spectrum AM 1.5, ambient 7.19A temperature 7.29A 20 C, Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57m) Weight 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(lJQ, 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs (40'HQ) I-V Curves (CS6P-255PX) Section A -A 35.0 0 _ _ v 1i5 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. -R11'0 Copy^5^t 1 2012 Canadian Solar Inc. Temperature Characteristics Pmax -0.43%/°C Temperature Coefficient Voc -0.34 %/"C Ise 0.065 /'C Normal Operating Cell Temperature 45±2"C Performance at Low Irradiance Industry leading performance at low irradiation environment. +95.5% module efficiency from an irradiance of t 000w/m2 to 200w/m' (AM 1.5, 25 'C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. solar =s" so I a r=es SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add -On For North America (for 60 -cell PV (for 72 -cell PV (for 96 -cell PV modules) modules) modules) P300 P350 / P400 INPUT /' Rated Input DC Power:" 300 350 400 W Absnlute Maximum Input Voltage Nor of lower temperatwe) 48 50 &? Vdc MPPT Operating Range 8 48 8 - 60 8 - 80 Vdc • Vax:m-im Snor Circuit Cement (Isc) 10 Adc - V. rn OC bout Current 12.5 Adc Maximum Emc ency 99.5 % - N,'ghted Efhcienry 98.8 Overvoltoge Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 As, Maximum Output Voltage 60 ,dc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) "afety Output Voltage per Powe Optimizer 1 Vdc ` STANDARD COMPLIANCE _ 2 S EMC LCC Par lS 8 1E 61000,[EC6100t o-3 IEC6210 1 ss iIz 'et,,,, 11Ll74_ �a'rt, (da ROHS Yes S INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc r'z,, D�mensipn; IW x L x HI 141 x 212 x 40.5/ 5.55 x 8.34 x 1.S9 mm/'n f' Jve'ght (Including cab.es) 950: 2.1 gr { to j- roput Connector MC4 /Ampheno! 1Tyco - –,t -t W:re T,,pe Conne-to Double Insulated; Amphenp 7utp�t vV ra Lerga ".95 13.0 1,2,3.9 m1't -- --- ]peraung Temperature Rang- 40 +85/d0 X185 'C_/he P—eCion Ranng IP65 / NEMA4 A.ela"e 0 100 =azm sc eo.«or m..oamo Moa..�o �a *max rw�..oma.«a�o.�e % PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V _ PV power optimization at the module -level Me— trlrgLengtr,Ppwe )p mizersl 8 10 18 Maximum String Length (PGwer Ootimlzers) 25 25 50 – Up to 251 more energy Maximum Power per String 5250 6000 12750 W – Superior efficiency (99.5%) Pa re del Strings of Different Lengths or Orientations Yes – 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 – Module -level voltage shutdown for installer and firefighter safety wwwsolaredge.u5 solar=e" SolarEdge Single Phasl For North America SE3000A-US / SE380OA-US / SE5000A SE760OA-US / SE1000OA-US / SE1140[ �rverter y'IaRa ty �afza��x• f The best choice for SolarEdge enabled systems integrated arc fault protection (Type 1) for NEC 2011690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled AC/DC Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - ISRAEL www.solaredge.us solar=@@Single Phase Inverters for North America Recommended Max. DC Power** 3750 4750 6250 7500 9500 12400 14250 SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / (STC) ......................................... ...............,.................,.............................,...............,.,;..................,........... i................ Transformer -less, Ung rounded SE760OA-US / SE1000OA-US / SE1140OA-US ..Max.InputVoltage............ .. i.. 500 ,,.,.,,... ,..... ,. SE3000A-US SE380OA-US SESOOOA-US ISE6000A-US SE760OA-US ; SE10000A-US 1 SE1140OA-US 325 @ 208V / 350 @ 240V ........ ....... ...... .......I.. ......... ..... ...... ....... . _... ..................... OUTPUT 16.5 @ 208V - 33 @ 208V Max. Input Current*** Nominal AC Power Output .. 3000 ''I 3800 1, 5000 6000 7600 90 0 @ 2 V 11400 VA. Max. Input Short Circuit Current 30 45 loaoo @z4 ... Reverse -Polarity Protection _.. ....... .......... ............... ........... ...... .._ .�........... .......... I .......................... ....... Ground Fault Isolation Detection ............ ........... .................... !.................................. 5400 @ 208V 10800 @ 208V Maximum Inverter Efficiency ...... Max AC Power Output 3300 ......... 4150 6000 8350 5450 @240V 1095a @240V ........... ............. ..... ...... i'_000 _........... VA AC Output Voltage Min. -Nom. -Max.* 97.5 98 �.. 97.5 97.5. 97.5 ..98 @ 240V .............. _ ...:. 9..5 @ 240V _ J - ✓ - < 2.5 < 4 183 - 208 - 229 Vac ................... _....... _............_................i...............j............... ADDITIONAL FEATURES ....... ..�..... _........ ...�........... Supported Communication Interfaces. AC Output Voltage Min. -Nom. -Max.* ✓ ✓✓ : ✓ ✓ ✓ ✓ 211-240-264 Vac ................:..... ......................._...................................... _._._ .... UL1741, UL1699B, UL1998 ,CSA 22.2 .................. _ . _ .,.. .................. CSA.2..2..2 ............ .... ...... ..... .. .. _ ............... I ............ ........... ..,. AC Frequency Min, -Nom: -Max.* Frequency _........... 59,3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) .... Emissions .. ....... — —.....,.... _... ,. .. ..... .................... 24 @ 208V 48 @ 208V .Hz. .. Max. Continuous Output Current ............... .... ........ ............ ....... 12.5 .............................. 1 16 1 25 32 21 @ 240V 42 @ 24OV ............................................ ........................................ 47,5 _. _............ A GFDI AWG range .......................................... ..........................._........................._..... 1 A ..........................................:...................................................................................................................................... Utility Monitoring, Islanding in/ Swith(HxWxD) 30.5 x 12.5 x 10.5 / 775 x 315 x 260 775x315x172 775x315x191 mm Protection, Country Configurable i Yes Cooling..... ........... .. ........ Natural Convection Fans (user replaceable) ...... .... Natu...... ................... ...:.. .. .......... ......... Thresholds -- -- — — d8A Min. -Max. Operating Temperature INPUT - -F/'C Range Recommended Max. DC Power** 3750 4750 6250 7500 9500 12400 14250 W (STC) ......................................... ...............,.................,.............................,...............,.,;..................,........... i................ Transformer -less, Ung rounded Yes ..Max.InputVoltage............ .. i.. 500 ,,.,.,,... ,..... ,. ..... Vdc Nom. DC Input Voltage .. ....I....... ... ....... 325 @ 208V / 350 @ 240V ........ ....... ...... .......I.. ......... ..... ...... ....... . _... ..................... Vdc 16.5 @ 208V - 33 @ 208V Max. Input Current*** 9.5 l 13 18 23 34.5 Adc _......................... _......._.....I................,.....,.,............................................... 15.5 @ 240V30.5 @ 240V .......... .... ....................... .. _. _............ Max. Input Short Circuit Current 30 45 Adc Reverse -Polarity Protection _.. ....... .......... ............... ........... ...... .._ .�........... .......... I .......................... ....... Ground Fault Isolation Detection ............ ........... .................... !.................................. ......... ..................................................Yes 601 Sensitivity .... ............, .. _......... _............... _................................................... Maximum Inverter Efficiency ...... 97;7,.,.,. 1 98.2.....'':......98:3.......... 98.3._._._..._... 98 98 98 % ............ _................... .......... _. i.......... ......................................._..., li 97.5 @ 208V 97 @ 208V ..... o..... CEC Weighted Efficiency ...................... 97.5 98 �.. 97.5 97.5. 97.5 ..98 @ 240V .............. _ ...:. 9..5 @ 240V Y Nighttime Power Consum tion < 2.5 < 4 W ADDITIONAL FEATURES Supported Communication Interfaces. RS485, R5232, Ethernet, ZigBee (optional) ........p ...... .......... .......,.......,.. ..................... ..._ ... ........ _.... ......... Revenue Grade Data, ANSI C12.1 ............................ .... ......... .... Optional STANDARD COMPLIANCE Safeb/ _.... _ _ _ . _ ...._ _ _ .. _ ...... i UL1741, UL1699B, UL1998 ,CSA 22.2 .................. _ . _ .,.. .................. CSA.2..2..2 ............ .... ...... ..... .. .. _ ... .. . Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG T"$L 3/4" minimum / 24-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size / & of strings / 3/4" minimum / 1-2 strings / 24-6 AWG �, 3/4" minimum 11-2 strings / 14-6 AWG AWG range .......................................... ..........................._........................._..... ........ ............... ........................................,__....... Dimensions with AC/DC Safety i 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / in/ Swith(HxWxD) 30.5 x 12.5 x 10.5 / 775 x 315 x 260 775x315x172 775x315x191 mm ...... . Weight with AC/DC Safety Switch.................. .........I.,.... ............_.- ..................................................... 51.2 / 23.2..........I .......... 54.7/24.7 ........... .....................88 ;4 / 40..1................... ,. _, . Ib /. kg... Cooling..... ........... .. ........ Natural Convection Fans (user replaceable) ...... .... Natu...... ................... ...:.. .. .......... ......... ......... Noise .................._.......................I....................................................._. < 25 < 50 _..............................................................,.:........... d8A Min. -Max. Operating Temperature -13 to+140/-25 to+60(CAN version****-40to+60) - -F/'C Range Protection Rating NEMA 3R ..................... ....... _....... ................. ............. ......... .......... ......... ` For other regional settings please contact SolarEdge support. "Limitetl to 125% for locations where the yearly average high temperature is. above 77'F/25 -C and to 135% for locations where it is below 77 -F/25 -C. For detailed information, referw hap.!/wwwsclaredgeus/files/odfs/inverter do oversizing quid—df `•• A higher current source may bei the inverter will limit its input current to the values stated. "'• CAN P/Ns are eligible forthe Ontario FIT and microFIT (micmFIT ezc. SE11400A-t15-CAN). A City of Wheat Ridge Residential Roofing PERMIT - 201707072 PERMIT NO: 201707072 ISSUED: 09/08/2017 JOB ADDRESS: 3645 Newland ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Residential Re -roof to install OC Duration asphalt shingles with ROOF DECKING - 21.39 sq (14.08 sq pitched / 7.31 sq flat) Pitch = 5/12 *** CONTACTS *** OWNER (303)915-9113 WATSON DEREK SUB (303)757-7663 David Moore 160095 Smart 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: 7,486.00 FEES Total Valuation 0.00 Use Tax 157.21 Permit Fee 172.60 ** TOTAL ** 329.81 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new -or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707072 PERMIT NO: 201707072 ISSUED: 09/08/2017 JOB ADDRESS: 3645 Newland ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Residential Re -roof to install OC Duration asphalt shingles with ROOF DECKING - 21.39 sq (14.08 sq pitched / 7.31 sq flat) Pitch = 5/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe est that I am legally authorized to include all entities named within this document as parties to the work to be performed and t al work t be p�erfois disclosed in this document and/or its' accompanying approved plans and specifications. 1--� 151*1- (? - -/ :Z -71, 1 e5 Signature oi Dane Lovett 7 0 170 707 Z residential roof`? From: no-reply@ci.wheat ridge.co.us C,/} Sent: Wednesday, September 6, 2017 3:41 PM PROPERTY INFORMATION To: CommDev Permits 1 Subject: Online Form Submittal: Residential Roofing Permit Application Property Owner Name Derek Watson Follow Up Flag: Follow up Flag Status: Completed dashes, eg 303-123-4567) 1- I 181 Residential Roofing Permit Application ` This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof`? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3645 Newland Street Property Owner Name Derek Watson Property Owner Phone 303-915-9113 Number (enter WITH dashes, eg 303-123-4567) 181 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Derekwatsonco@gmail.com Yes Watson Contract.pdf CK�LY>i:7d�C01.141kgIai7:7kF-Al19 Mi Contractor Business Smart Roofing Name Contractor's License 160095 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-757-7663 4155 E. Jewell Ave# 716 Denver, CO 80222 Contractor Email Address info@smartroofingco.com Retype Contractor Email info@smartroofingco.com Address DESCRIPTION OF WORK TOTAL SQUARES of 21.39 the entire scope of work: Project Value (contract 7486 value or cost of ALL materials and labor) Are you re -decking the Yes roof? 182 Does the scope of the Yes project include a flat roof (less than 2:12 pitch)? What is the pitch of the 1:12 flat roof? How many squares are - part of the flat roof? .� Describe the roofing Mod Bit material for the flat roof: Type of material for the Other (specify below) flat roof - If "Other" is selected Modifed Bitumen above, describe here: Does the scope of the Yes project include a pitched roof (2:12 or greater pitch)? What is the pitch? 5:12 How many squares are 14.08 part of the pitched roof? Describe the roofing Owens Corning Duration materials for the pitched roof - Type of material for the Asphalt pitched roof - Provide any additional Residential Re -roof - Main house roof using Owens Corning detail here on the Shingles description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit 183 issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Dave Moore Email not displaying correctly? View it in your browser. 184 4155 E. Jewell Ave. #716, Denver, CO 80222 303 757 -ROOF 7663 Homeowner's Name: I? c' 4_0 l' Storm Date: Address: City: -r./': , „ � , ,� State: e' - Zip Code: '2201 Home Phone: <—m 1 Cell: Email. Insurance Com any: i���, ' a 7�_ Phone: � C� ZK7 K Claim #: % Adjuster's Name. &rr� Mortgage Co. I Phone: Insurance Claim Agreement / Permission to Communicate This agreement a ithorizes Smart Roofing and Construction, LLC (SRC) to assist you with your insurance approved damaged property, and will be repaired or replaced with no additional cost to you except for the deductible. Additional work outside of the insurance scope must be approved in writing prior to the beginning of construction. Me authorize ? our insurance company, and , our mortgage company to communicate and ork directly with Smart Roofing and Construction, LLC and/or Genesis Capital Ventures regarding the project associated with claim number 47 �le f 2/S�O' !ai The Consumer Protection Bill (SB 38) and the Colorado statue of insurance fraud (CRS 18.13.119.5) prohibits SRC from paying, waiving or rebating any insurance deductible. Shall the claim be denied by the insurance company, this contract is NULL and VOID. Initials ROOFING MANUFACTURER"'' / -q STYLE: COLOR: a -/t7 Tear Off/ # of Layers Install / Re place Decking: % Labor Warranty: Install Ice 3, Water Shield: Gutters Color: LF Install Drip Edge -of Roof Vents: r, Type: Color. ge Install Fel'i �, Step Flashing: type:_Ridge Vents: LF _._Ridge Haul off tr sh and debris (includes magnetic sweep) Liability lnsurane6 is provided by Republic -Vanguard The estimated cost of the above-mentioned roofing materials and the scope of services provided, based on damages known at the time of the contract entered is: $3 ' ` The final contracted price is the final approved RCV amount on the insurance paperwork plus the 90plicable contractors overhead and profit. The insurance roceeds will be paid to Smart Roofing and Construction, LLC. Work will begin and the building permit will be PL Iled within twenty-one business days after the first payment is received. Initials The Homeowners) may cancel this agreement at anytime before midnight of the 3rd Dusmess day tic hours right of rescissi n) after the date of signing this agreement by mailing a notice of cancellation. By signing this a agree all term Homeowner or Homeowner or reement below, you acknowledge that you have read both sides of this agreement, understand and and conditions of this agreement and n other conditions apply uniess st d on thi kgent Signature Date mart Roofing, LLt ~ (Sales Rep) Signature Date Smart Roofing, LLC (Management) 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AGSI W� Job Address: �>(� '� WeOJUAOD ST: Permit Number: No one available for inspection: Time `� �X� M/ M Re -Inspection required: Yes No When corrections have been made, call for re-" spection at 393- -5 3 Date: I / �� Inspector: DO NOT REMOVE THIS NOTICE f C i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 ° & - /}`) - d Job Address: 3 6, 1-1 57- I e w ., d S Permit Number: 'c 0 i -7 0-7 o-7 a .-L Qoo-4, ❑ No one available for inspection: Time AMkp—mj Re -Inspection required: Yes (NP) When corrections have been made, call for re -inspection at 303-234-5933 Date: 166, L7 Inspector: DO NOT REMOVE THIS NOTICE A i CITI'OF'WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 p Z L o G- Job Address: 3 � 'l s' r])" w lc*,, c/ S -�- Permit Number: a o 1-7 0 7 0 - a - (?o oe r'!y I&C M ez,_4 CjJ o /i� Q), of -7 S -1/o y P C: r.✓> 7" X 61aes- le,r`e -41 V -e 1 C e Wa 4,e,- R ,. J (./A 00-1'16t-gf'ne7r)'� ❑ No one available for inspection: Time = a ct AM6 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—/ 3 i "? Inspector: 1"6 DO NOT REMOVE THIS NOTICE d5`a aaa area Jbaa ado Sad ao� ads ISCO r� oil , l� V ` -' 0011 • �SJR 2� s ad �aaQare a��o��o ago o� ►P�� �0a Cl00 ao� a0 00 6 ve ��Z l�adS �e�6a��J'�• BOJ' yds 11:59 ,M FOR OFFICE USE ONLY Via .., Address: above Complete all information on BOTH sides of this form r; - RM ►s Installation of a grid-tied PV system, flush mounted to roof. 9.18 KW Sq. FULF Btu's Gallons Amps Squares Other Version ion #36.1 30,55 Clearvif-W Way, Safi Mftteo (,,A,, 44, g ttl -ti t- ITT (766-24819) t mvvv Sr arcRy ctxn Please contact me with any questions or concerns regarding this Sincerely, . John Calvert, r t P'y .ii #n L.lR ij S'.. Digitally sig by loin Cal * ` Cavil Engineer 0 4,3019 7 Direct: 720192,1508 Date- 2014,G&05 ail; lverttsolarcity.corn$ 133 7 '"06 065 Clria view Way San Mateo, CA 9440 r (650) -10 (888) S Ol,-O Y f It t'$t tTM PV SleekMoun , s ',< Structural Design Software 06.05.2014 Version *36.1 Nate: Per IBC 1613.1; Seismic check is not required because Ss = 0,23116 < 0.4g and Seismic Design Catego (SDQ = 8 < D Craver getter Project Information, Viable Of Contents, & Vicinity Map Structure Analysis (Loading Summary and Member Check) Hardware Design (PV System Assembly) 4 Latitude: 39.7'67! 2, Longitude. - 105.115239, Exposure Categ C I ME m Load Type Distribution Pat- Location (ft] Magnitude Unit 0.38 #8 339 tern Start End Start End 0.50* DL Dead Full Area No 1.57 7.00 (24.0)* psf Total SL Snow Full Area Yes 1.25 30.00 (24.0)* Psf 1.25 PD Dead Full Area No 3.00 (24.0)* 0 2'.2- Unfactored: Dead 0.67 1.1.3 Snow 0.38 #8 339 #7 Factored: 0.50* 0.66 0.50* 1.57 - Total 1.57 452 1.25 Bearing: 1.25 625 625 FItheta 443 Capacity Joist 582 Supports 586 Anal /Des Joist 0,78 Support 0.77 Load comb #5 Length 0.50* Min reqld 0.39 Cb 1.75 Cb min 1.75 Cb support 1 25 Fan sun 625 MMEM-A 3= 172 53 515 171 6881 1 224 4431 1 443 6881 333 772 1 586 1.00 0.67 0.89 0.38 #8 #7 0.66 0.50* 0.66 0.50* 1.57 1. 00 1.57 1�00 1.25 1.25 625 625 MPI 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" c/c; Total length: 17'-0,7"; Pitch: 3112; Lateral support" top= full, bottom= at supports Repetitive factor: applied where permitted (refer to online help); N WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN MPI.Wwb WoodWorksO Sizer 10.1 Page 2 7,7 Live Deflln 0.08 = <L/999 �� e COMPANY PROJECT June 5,2014 11:56 MP2,wwb Design Check Calculation Sheet WoodWorks Sizer I O} I Loads: Load Type Distribution Pat- Location (ft) Magnitude Unit tears, Start End Start 'End L Lead. Full Area No 7.00 (24.0) * psf L Snow Full Area Yes 30.00 (24.0)* psf PDVL Dead Full Area No 3.00 (24.0) * 2Ef *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Rearing Lengths (in) . of 2 "_ V-2 „ '. pg Dead. 123 66 Snow 359 202 Factored; Total 482 268 Bearang- F” theta 443 443 Capacity Joist 582 333 Supports 536 586 Anal/Des Joist 0.83 0.81 Support 0..82 0.46 Load comb #2 #4 Length 0.50* 0.50* xeq "d,0.4p1 0^..50 *y Cb 175 Cb min 1.75 1.00 Cb support 1.25 2.25 F su 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports P2 Lumber-soft, S -P -P, No.I /No.2, 2x6 (1- 112 "x5 -1/2 ") ;supports: All - Timber -soft Beam, l .Fir -L No.2 Roof joist spaced at 24.01" c /c, Total length. 9'- 7.01"; Pitch. 3/12, Lateral support. fop= full, bottom= at supports, Repetitive factor. applied where permitted (refer to online help); odWorks@ Sizer SOFTWARE FOR WOOD DESIGN M P2.w wb Woo dWorksO Siz r 10.1 Page 2 Analysis vs. A116"ble Stress (oiyond DO��Ion (in) uting NDS 2012 - 7 7 fb/Pbl O23 Live DeflIn 0.10 = L/827� 0.36 L/240 . ,,, k �♦ 22" �p b 1 t { \ Steam 19 �I � YIe I OAS Not t « a c w w w I • I a 0.00 18.5 vsf k �♦ 22" �p b 1 t { \ Steam 19 �I � YIe I w w w +lu V I S130VI 9NIN8VM { ICI 00 03I.V803I NI /M 8X83ANI 1 .. 0 9 ZEP SPANNER BAR I 1 f W 11 ROME . Wit FERNANDEZ, ARNOLD FERNANDEZ RESIDENCE P0 Peterson PILOT HOLES AT THE RAF ��III I pIM� IVN TOP CH ORD » t «, 2 OC BOT • . @24"O F AZI A AZT 180 PITCH 18 STORIES: 2 180 PITCH 18 Flat Cement Tile ZEP SPANNER BAR I 1 f W 11 ROME A) IDE VIEW 01 MPI NT �S . Wit FERNANDEZ, ARNOLD FERNANDEZ RESIDENCE P0 Peterson PILOT HOLES AT THE RAF 1 mom DENVE 8 02 4 9 W31w- WIN: .' » C LAG STANDOFF INTO RAFTER. S � * * CANAD is * A) IDE VIEW 01 MPI NT �S . Wit FERNANDEZ, ARNOLD FERNANDEZ RESIDENCE P0 Peterson 1 mom DENVE 8 02 4 9 S � * * CANAD is * _« 3 M IIf IYM � D A M f�1FX1 V I.. I « PAGE NW UCTU I A) IDE VIEW 01 MPI NT �S SIN w II 111111 1 its 3e (lej pue opu IA QN oo i 'p w SM 00S MOIle-,L Ijopue4s o A p4de:) )JlPdn kf i zil- fe e-1. 4JOPUP4-5 le Vlldn PuM4aN tM Isd E Ad -- Peol Psao Algwassv A is 0Q Js 6 W02 00 '8'3ANM�l eajV o p _L jjopupS xeW VP410d PUP ade3SPueI -k3... 'E jjet�.li ttt $j M ♦ tt 11 � � � � . 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I nv 11 AUR ORA # # , CANA O * � .! , AT i1 # '• aFS Its "I:iI' ►.. ## , #: r�, �• w B Frame t�r�d Underground Service Entrance r r # E 12A MAIN SERVICE PANEL N 125A/2P MAIN CIRCUIT BREAKER (E) WIRING C`I In co —wA1 UrP Ulf RAMW r4 ITI cP—WA► UCP SolorClty Inverter I ID POWER —ONE 4 A 1 + as T ADJUST MIN, ACUVATION V MTAGE RA PVI- 4.— OUTD— S— US_2 —A ___- _.----- __ —_ s st xlEs) c cI _______ __� __ f A IUST MIN, ACT'#VAl"ION V LTAGE I I String(s) Of 13 On MP S t L (I)Conduit Kit; 3/4' EMT E EG TO 120/240V # SINGLE PHASE � UTILITY SERVICE I I 1 1 I CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE R OOF SURFACE TO PREVENT FURTHER AMPACITY D RATING UNDER NEC 310.15(B)(2 Yoc = MAX YVt+: AT BYFIPV IC..S47P "q '✓ (I)GE / 225 PY BACK D Br 25A/2P, 1 (2)CU H 2 2tURB Fu NEIdA 3R (1)Ss 4 G TdON X w LPKG DC _ (2) CUTI ER # QNB _ (I) & - 6-0 B) Gr d atral;MCst; ertX Duty (DG) Ihr,wf (1} U 1- XL -5T9 AdBtee t 2 ,�# w Rk4 (3) ANK K4977 -INT toesd -S Top Connector 100A: f12 - 1/0 AW t f) (I Ai #10, THY04 -2. (1)A1 10, 7NO -2, Red , �I)ANC #10, THM -2, Block Voc* = 577.12VDC t .g I (1)AWG 110, TH1014-2, Red Vmp = 392.6 VDC ise -9 ACS , �� Imp= 5.43 � (2 AWG #10 . PV E, (t )Ate #14. Said EGC V = 77.12VDC Isc 9 Vmp = 332.6 VDC Imp= 8.43 ADC (1)AY X110, THWN -2, 6t Re NEUTRAL.. Vane =240 VAC IMP 20 AAC i, "� (I)AWG jIO, THV4 -2, Gr EGC - (I ) AWG , THV - •2p Green EGC /GEC -(l)Conduft Kit: 314" ENT (1) AWG #10, T % -2, Block V * - 577.12 VDC ( 4 } (I )ANG 10, THWN -2, Red Vmp = 3916 VDC Isc = 9 ADC r ��, Imp= 8.43 ADC I 1 y `. (2) A4 #10, PV (1)AND #10, Solid Bare C EGC Voc* = 517.12 VDC I5c - 9 A Vmp 392.6 VDC Imp = 8.43 ACID (I )ANIG #10, THM -2„ Gr EGC '.� ENTIAL - THE INFO RMATI O N CONTA 1 NOT U THE - 2 2 FERNANDEZ ARNOLD FERNANDEZ RESIDENCE DE Po Peter Peterson \rk* �"" FIT OF ANY EXCEPT CITY INC., NOR MALL IT BE � IN IN � r1t �� 21632 E 50TH PL 6.63 KW PV ARRAY s�.t � t PART TO OTHERS OUTSIDE THE RE T'S a DENVER, CO 8024 ORGANIZATION, EXCEPT IN C I TH TW SALE USE O RESPECTIVE (26) CANADIAN S L,AR CS6P -255PX 3M cfwr*w way Mateo, CA 2 T; Rev; D CITY E T, THOUT THE- PERMISSION OF CITY maim Pt} R -ONE AURORA PM - .2-- - S- S- -A 72D2612723 P k : THREE SINE DIAGRAM PV 5 5/27/2014 T.(650) 1028 F.(650) 6M-1029 ()- -�TY(7 . 1 -�) �Ity - A►. )OZ1 LZf f�c� I l ` I i Li fEM ?Z$'OZZ 03Ni -- - Sn— —QLnO— " —IAd b'�1C�2�6 kd ::8 : 3 (ass)- zol- s (OS9 a za r a+ : r s N al e W03638 3HL JO 3Sn 3 3 1115 dS9Z — d9S l ' I IOS N' IOVNV 9Z ' l� 9 n,. lonOAO 40ueJq laaedwe lzeleJeO c " 02 c83A W(S)ZrozZ 03 Otyl HI 33N M 1 X3 'VZN '; Ali:) jelo - ( # = %) aleJep art 1pnpuoo ), 88V A M HI OS nLlt AlraedLuV MOOH{ 14 1 d Z s L M X n ns lwa Nl DOW M Q3SO - OSIO it 11VHS WN TWO Ja d d ( al-op sinleJedwel N a l Z a N L a ` a (sdwv) ,= 9Z't m l 1 PT ss "amAa I W X3 J n 36 iON z I O es� l Z Ul�sJaA UO!IefrqeO 'Pe l )e,4u9p! _ ZW ZZ 90OZ 03N A ;aaedwe Uels 'sE Poe we PaleJOO �} (� 2 (} Z — e r ' Y Jtl 3KL - WU NNOW (sdwr) lUOal # T t#t °�) 6iJE P 8E9 3R pUC SNOIlb'lflDl`d'J lMJI211J313 , Jalem tpuef ` 1pnap 4OUeJq AOpu -o 943 cal peloaU— lou sio 1e47 woAJTs sa43o1O ,,.spun I A4PedW ft 000 lunow- Jalunoo 'suaAo palunow -Ile e 'saWej .. soomildde ppe }a Bwlea ololdoweu a4L, fEM ?Z$'OZZ 03Ni VA OOO E pnwio/VAWS x spnoipo Z slpnwio wm4leg s VA t360'E pncuio/ /A009S x spnuo Z svncuo Aapunal VA OTO`9 lanaJaafbtlOOS5 x SW WP N sltnaJlo aoueppddy llewS l� 9 n,. lonOAO 40ueJq laaedwe lzeleJeO Arpunel 4ose pue ilnaP 40utuq aoussjdde plows we-OZ 'QuUm „z pas J€ap swadwt -lpcx ()OSi., W(S)ZrozZ 03 VA 805 9 4 bsIVAC x l sienbs 833'Z MY Joop3 ( # = %) aleJep art 1pnpuoo sooeds pasnun Jo 'safiejeO 'sa4atod undo apnpow lou 11e4s me tooµ palelnoleo au,, 4X;Za 03N F AlraedLuV 'Speo 6uw oim 044 to - Pupe TWO ( al-op sinleJedwel a4l to %ot snpd VAtl 04 lsJS 943 3o a'Ieool ue4l s-I lou aq Sle4s peal palelnOleo petauaB 941,, (S)WO 03N sZ (sdwv) ,= 9Z't m l 1 PT A 0172 Z1I41 es� l Z Ul�sJaA UO!IefrqeO 'Pe l )e,4u9p! _ ZW ZZ 90OZ 03N A ;aaedwe Uels SNOIlb'lflDl`d'J lMJI211J313 sE A4PedW s (SdUJV . 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MPPT especially useful for rooftop installations with two different power tracking and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97,0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size, m Nominaloutputpower W 3000 366 1,300 3800 42W Maximum Output Power W 3000 3300 3300 3600 4,WO' 441101' 3300 38,qD 4257" 3WP 460T 460. Rated Grid AC Voltage V 2 240 27? 208 240 27" )OPT 240 277 Me 240 . Right $Rie loci Nammerofirairpendom hHaPTChliftnots 2 2 2 2 Maximum Usable Power for Each chanow W ZWO 301W ILM 3000 Absolute Maximum Vantage (Repeal V 600 Start Up voting* (sistart) V XV aidl, n3 Full Power MPPT Voltage Range V 160-530 120530 140-s3i3 140530 Operating MIRT Voltage Range V 0 Yxvsum 580 l" - ww) Maximum Centers (Wcmm0 for hour AWPT in Parallel 5 20 37 12 32 Maximum Usable Current per Cmuum4 10 16 16 16 Maximum short Circuit current Limit per channel A 115 20L 20,0 20Z Number of auto Lending Terminal% Pet Channel 2 pwiy Arraysinfing Termination 'ermmal Wock, Pressurs Clamp, AYlGI G-AWG4 Output Side (AQ Grid Connection Type p� s il 100W '0,QW Win SAO I 012W p, I lWw spi D-CW W3W of]iW 1030W ' r"r 10, 03W ingustablevoltago, Range (iftura-shrox) V 183-22A. DI 2 ?44404 183,28 211 - 244-304 183 gds -264 244-304 183 .228 ;49 944304 Grid Frequency H7 60 Adjustable Grid Frequency Rairms H2 Maximum Current dacerato A- 143 1 4,5 1 12,0 i 72 16k 16,0 16,1 16,0 160 2U 20B 24.Ca Power Factor G,IA5 Total Harmonic Distortion At Rated Power % <2 Grid Eating Termination Type MWA Protection D*Vkes input Reverse Polarity Protection YM Ovet-VoIniq# Protection Type Varmte, k for each &armse V Array Ground Fault Detection fay state up Asrssarnd dymamic GFDt tFequ.les Floating Airays! output Ami-Islanding Protection MeetsU !741/WUS47reqwmme� Extrinind At Once Spring A_ 20 20 is 25 70 20 20 " 20 Z5 S Over Protection Type Vanstor,21,4,16 Q 1 "ancy Maximum Efficiency % 9 W 97 CK Efficiency opsera" per or Not Time Consumption Wo, e 0,6 Stand By Consumption W e 8 communi"tW" User -a nothrut 16 charatlers Y, 2 lirle� LCD di$Play Remote afinutrurm; is 45495 hinj AUR.OkkUNWERSAI pt) Wind Local Monitoring 11 XRS485 md,) uo 232� _ �opQ MI-MMSKTOP loptJ eadousis Local mamorrec; MI DEX , OP ( opt with W RAWMODULE OPU fr**OMMI" Ambient Air Operallm; temperature Range f to +)40(2yto, (mlth dinAting atiove 122 W� Amblost Air Storagerearderaluto Range aP AOW176140ta,80� Retafine "AMWAY % RHI D)Oa condensing Acoustic Noise Emission Lhasa dbW41r, < 50 Amadenter Operating Aikkude without Derather flim) 6560 ROOM toodungisal sparriamageahs Enclosure rating NEW 0 Carbon; Natural Coivectim DamersionsiNxIlialti m �mmi 318 x l 2,8 a S7 tW x 325 x 222� gaught <473(,2131 shippeagonught §b lkg; < 60 (27,01 Mou"fing System I WO inacket badenr,e Kftl2ea x 1121 and s 2eaxl 114",30 cesndt,ftmtjewd Conduit Cormoctione SBA_ M Flo 3Xopepir Conemttk EKCi 319 -, Hack:. W Concentric EK0&.3, I' Dc Switch Rathig(por Contact) AA' 25 1 Wo salisty himation Corti lFloatinq Array) Were and EMC Standard UL1W CSA (221 N. IWJ-01, UL1998 U0096, FCC Pan I Clae0 Safety Approval XSA,w. Standard Warranty yea's KI Extended Warranty yea's 15&20 Available Me" standard - Without Dc Sistith and Young Box PVI-IlF0 US PWIAOUID-Us PFI 3,8 D-US PW42 -CIUTD-US Standard - With DC Switch Add setting She PVi 10-OUiD 5.VS PW16-ou IV S-tis PV? 18-OUID-SUS MR-42-OUTD SUS ('41 With DC Saturn, Whym box and Arc Fault Detector PVI-3,0 LAU D 5 USA W-3,6-CWD S-US-A Hi-ItFOUID SUS-A K`142 A and interrupter WI Owls wb0ct tae 01alge, tltaetkt °UaabRy "alW .1 norrana AC v hhie anli .0 SIA-eM ' X 00�1 'We E.S Eamon= 03/30/2011 WED 32:13 FAX 303 237 8929 303 Best Way -a-- metro construction 2002 /002 I �U�� _ INSPECTION RECORD Odcupanev /Tvpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Cali by 3:00 PM to receive inspection the. following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO.THIS JOB L INSPECTIONS DATE INSPECTOR INIT IALS COMMENTS: rFouND Caissons / (CEG) Concrete Ground - ng or Monolithic roor/ French Drain Sewer Service Lines - - Water Service Lines - - - -. CONCRETE SLAB FLOOR Electrical ( Underground). Plumbing (Underground) - Heating (Underground) ROUGHS Lath / Wall tie Mid -Roof Electrical Service Rough Electric I rtuugn rwmomg Gas Piping Rough Mechanical -_ ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PRC CITY OF WHEAT RIDGE . Framing 03/30/11 11 :02 AM edba Insulation - Je'rad W Raisch - - Drywall Screw I I - kECEIPi HO09005734 AW00NT $PSP Reroof 17 sqs with 0 376.48 FINALS 11031$ Permit Fee 204,30 ._ Us e Tax 172.18 ' ., - PAYhIENT RECEIVED al � � - US 3623 8 376.4 376.8 WR.O.W&Drainage Ruth Code: 050313 - inal TOTAL 376,48 rtment - - - - - - -- --------------- --- - --- -- rainage INSPECTIONSFOR PLANNING& ZONING, FIREAND PUBLIC WO RKS SHOULD Landscaping - BE CALLED AT LEAST ONE WEEK. PRIOR TO FINAL INSPECTIONS, "NOTE. ALL ITEMS MUSTBE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICA,TEOF OCCUPANCY ISISSUED. FINAL INSPECTION ay THE BuitbNGDIVISION DOES NOT CONSTITUTE AUTHORIZATION - OFACERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE 16F OCCUPANCY IS ISSUED r PROTECT THIS CARD FROM THE WEATHER .. . CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type � a L / Job Address 34 V5 466.�- Ds 5 Permit Number MO Fly ❑ No one available for inspection: Time c ' ® AM PM ' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type k Job Address ? �YS Al lA�p 5? Permit Number 11a FIR Si d 7 % 77a 13o:.sA%k1K V,5. _, ❑ No one available for inspection: Time /,0 ; -% AMP Re- Inspection required: No *When corrections have been made, call for re- inspection at 303- 234 -5933 Date: 41 Inspector: � e DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office " (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type AI �A &w/E' Job; Address 34 YS s z Permit Number tte23 /3 7V a x9 AoiE g*� 9as`� site of 045 —IAlz✓ X07 IM6f 7 1/ 1 " ' City of Wheat Ridge ]� ;Ir Faxed Roof Permit PERMIT - 110318 PERMIT NO: 110318 ISSUED: 03/30/2011 JOB ADDRESS: 3645 NEWLAND ST EXPIRES: 03/29/2012 DESCRIPTION: Reroof 17 sqs with Owens Corning shingles * ** CONTACTS * ** owner 720/232 -0594 Jacob Rothstein sub 303/242 -8444 Jerod Raisch 09 -0053 Metro Construction Inc ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0801 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 9,565.73 FEES Permit Fee 20430 . Total Valuation .00 i. Use Tax 172.18 `Y ** TOTAL ** 376.48 Conditions: Both front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT BE PERFORMED. 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I 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. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of hny applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fielW . Signature ilding Offical Date INSPECTION RECORD Occupancy /Type 'O LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. � t, ca INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB ON INSPECTIONS PEnca DATE INSPECTOR NITIALS COMMENTS: ns Framing 03/30/11 11:02 AN edba ) Concrete ' 7erDd W "naisDh Drywall Screw Reinforonolithic RECEIr ^T NO:CDA005734 Weatherench Drain BPSP Reroof 17 sqs with 0 376.48 Sew er nes 110318 Water Ses 204.30 Electrical Use Tax r•uuR NU CUNGRETE BNTII ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing - Lath / Wall tie Mid -Roof - Electrical Service Rough Electric Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PRC CITY OF WHEAT RIDGE Framing 03/30/11 11:02 AN edba Insulation ' 7erDd W "naisDh Drywall Screw RECEIr ^T NO:CDA005734 AMOUNT BPSP Reroof 17 sqs with 0 376.48 FINALS 110318 Pe'mit Fee 204.30 Electrical Use Tax 172.18 Plumbing, - PAYMENT RECEIVED AMOUNT Mechanical - VS 3622 376,48 Roof Auth C ade: 050313 Building Final TOTAL 376.48 ---------------------------------------- Fire Department R'O'W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 03/30/2011 10:48 3039352606 METRO CONSTRUCTION I PAGE 02/02 c6 Of �ML! DEVELOPMENT' = Building Divisions 7500 W. 29 Ave., Wheat Ridge, CO B0033 Office: 303 - 235 -2855 * Fax: 303 - 2378929 Inspection Line: 303 -234 -5933 Facsimile Building Permit Application �(�45 Nev�ld �InQC (2i�g Property Address: Property Owner (please print): -i- Di2!L, rYe s+-e o Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor. Contractor License M Phone: Sub Contractors: GON1DanV Name License Expiration Datte: TradelProffession: Aoo roval: Use of space (description) ® ` Descript' no workL _ _ © rl�l pJln �e v � � P lan Rmfew (due at time of submkia0: $ Sq. FY fL Ft added: Squares BTU's _ Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, miss 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 respponslbillty for compliance with th ge eullding code (1.9.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subj fiat d Inspect CIRLCE ONE:: � S (OWNER) ON�TRACTO r PERSONAL REPRE ENTATIV o IER) (CONTRATOR) PRINT NAME: d Y r,] SIGNATURE_ Date DEPARTMENT USE ONLY ZONING COMMENTS; Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: RIALDING DEPARTMENT COMMENTS: Reviewer FIRE DEPARTMENT:: n approved wf comments 0 disapproved 17 no review required FEId9 valuatloC: OCCUPANCY: Credit Card Payment: Use credit card listed on file Dat x'3(7 61 Print name: , l=j IZn1 SCE Signature: FORM (M) 414-024123 PUBLIC SERVICE COMPANY OF COLORADO 7 Mr~ AOORE55 ` CIi)C OR,fCOUNT~' Fl0 IV AFiNO. x ( 4 ~ G 4 G , CUS MER NRME PqINT) , ACTION TAKEN ❑ NO SHUT OFF OWNERH TENANTE] AGENT~ OTHER SaEaFV [21 AppLIANCE OFF ❑ BOTH APPL. 8 METER OFF ❑ METER SHUT OFF COND - HAZARD RION TO BE CORRECTED AS SHOWN BELOW CFEATES AN IMMEOIATE HAZApD. THIS EQUIPMENT MUS7 NO7 BE PUT BACK IN SEPVICE UNTIL REPRIPS AND A THORpUGN INSPECTION HAVE BEEN MADE BY A OUALIFI ED CONTIiACTOfl. CONTACTYOUR LOCAI BUILDING DEPARTMEN7 FOR CODE AND PEqM17 REOUIREMENTS PpI0RT0 PERFORMIN6 REPAIR WOpK. E AND TVPE OF RPPLIRNCE NAM7- p `t ~ COND TION TO AE C RRECTED ii) t1 f r"~+ C', d t} k FOR FURTHER INFORMATION, PNONE: TRGGEDBY . ..._.~..,....~y~.. f ` /M1 I/~.✓ TIME OATE J/ 1.., ~...s~~ CUSTOMER/OCCUPRMSIONATIq[ . TIME OFTE f . J. . . RELITIIXJCNIGMlN`!`iioeie~ n..~n I `l ~ t DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3645 NEWLAND ST Contractor License No. : 19312 Building Permit Number : 11429 Date : 10/31/2000 Phone : 940-0669 Company : Deer Creek Plumbing Phone : 697 5583 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cartify that the Setback di5tances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulalions of the City of Wheat Ridge or covenants, easaments or restrictions of record; that all measurements shown, and allegations mede are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : INSTALL 40 GAL. WATER HEATER Construction Value : $300.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $4.50 Total: $28.00 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: ~l.,.,, Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This pertnitwas issued in accordance with the provisions set forih in yopur application and is subject to the laws of the Slale of Cobiado antl to the Zoning Regula4ons and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This pemiit shall expire if (A) the work authorizetl is not commenced within sixry (60) days from issue date or (B) the builtling auttrorized is suspentletl a abantlonetl fof a period of 120 days. (3) If this permil expires, a new permrt may be acquired for a fee of one-half the amount normally required, providetl no changes have been orwill be mede in the original plans and specrfications and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if su5pension or abandonment exceetls one (1) year, full Fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the namral flow of water causing a tlrainage problem. (5) Contrador shall noGfy the euilding Inspecror twenty-four (24) hours in advance for all inspeclions antl shall receive written approval on inspection card before proceediing with successive phases of the job. (e) Th uance ot a ermit or the approval of drewings and specifications shall not be consimed to be a permit for, nor an approval ot, any viola6on of the provisions _uiltl~y~ or any other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Date : ~(i-v~g ~ WHEAT RIDGE, CO 80215 qppLICATio N Praperty Owner : ow(Y-e-t Property Address : 3(q L(fj l ~~Aw`uY-d Phone : qZ(U- OLo C09 Contractor License No. : tC{ 5 \ D- company : petfY CvPe OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND V. l.l)-1-~, I hercby certify that the setback distances proposed by this permit application arc aeeurate, end do nW violate applicable ordinances, rvles or regulations o/ the City of Wheat Ridge or covenants, eaaementa or restridions of iecord: tAat all measurcments ahpown, and aliegationa pp cation, and thattl assume fulleresp nslbrcetytfoacompllanlce wi A~the$Wliea Ridge Building Code (U.B.C.) and all other applipbb Wheat Ridge ordinances, for work under this partn@. (OWNER)(CONTRACTOR) SIGNED I ~ n DATE @ ..g - (a) Description : ~ I 4-01111111=BTfiIHM Approval : Zoning : Approvai : Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval : Phone: CpG1 -sgg -S Construction Value : 3Up , - Permit Fee : Use Tax : 1 t4, ~ Total: as. - Use: BUILDING DEPARTMENT USE ONLY Roof Plumbing License No : Company : Expiretion Date : Approval : Mechanical License -No : Company : Expiration Date : Approval : (t) Thia permtt was isauetl in aomrEanee with the prcvqbna set rortn in yopur appliutlon sntl 19 su q'ect ro the iewa M the Shte W Cdorayo a(W m the Zuninp Repulelions aM BuIICing Code of Wheat RIAq0. CobraEO or erry other appliczbk atllnances W the Ciry. (2) This permk ahell e:plre if (A) tne wpk autliorizeC N rqt oommencetl whhin alxly (60) Erya hom haua tlaM a(B) the builtlinq suthorizetl u ausperMed w a~^~^eC Mr a periotl of 130 Esya. (3) If Mia pertMt expiree, a new penMt mey be acqWreE (or a/ee of ono-heH the amount namelly requheE, prov'xley m UhanOea have Exn a will Ce metle M the oripinal plans aiM apecMeallona sM eny suapensbn or abandonment haa not ezcseEetl one (t) yev, tt Msnqea Sro maaa a n swpension waDSiqonment exaeeEa one (1) yeer, NII has sMll be paW Ior s new pemiit (4) No worlc of any mennar a1NN Ds Apne tlM wlll ehanqe tlie nsMal Ilow o/ water ausing a d2inage proplem. (5) Cro[alEling wiM au~aaiveullEi ~a oppcypbypny~r (24) houn in advance lor all inapetNone antl ahall reteivp vrti~(en aPP~vaI on inapection nrd before oha IMep (6) e Issuance W e peimil or the appoval o/ Ciawinqa snE apeUfimtions ahatl not be coneWM ro pe e pertnry fa, w an approval of, any vidatlon el the pmWebna W the buNtling CoOp a erry oMer ofEinanCe, leW. rula a regulation. Chief Building Inspector SIC : Sq. Ft. : Stories : Residen6al Units : U~