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3625 High Court
INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business cLay PERMIT: _7QF7Q'Y ADDRESS: JOB COE: <la -v/- Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:Z"�N— 1'7 IL 9'7WADDRESS:\—,— ?&,2- � o JOB CO E- InspectorS�'� Rough Inspection (continued) Date Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial - 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls F322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential - 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:. r N q- T_=LFGrt • r4 -r_- & Job Address: 3&2.5- 0(64H C -T. Permit Number: 2G170EM" ❑ No one available for inspection: Time`' ` 4 — iAM/PM Re -Inspection required: Yes No When corrections have been made,-ca1,l for r -inspection -at -303;234-5933 Date: /7 Inspector: -� ,/ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201708788 PERMIT NO: 201708788 ISSUED: 11/02/2017 JOB ADDRESS: 3625 High CT EXPIRES: 11/02/2018 JOB DESCRIPTION: Permit to reinstall previously permitted system (201401021) due to reroof. 3.57KW grid tied PV system *** CONTACTS *** OWNER (267)257-7395 MUDGETT JEREMY COLON 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: 4,855.20 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 101.96 Permit Fee 125.05 ** TOTAL ** 308.29 *** 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 signm ature, do hereby attest that the work to be perfored 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 w ith thisermit. 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 -work to be performed is disclosed in this document and/or its' accompanying approved plans and specification,. Signature of OWNER or' CONTRACTOR (Circle one) Date I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writin-) 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 any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: /0l Wheatjdge 7 COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services Division �`�l 7 C)U �V 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 — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3625 High Ct, Wheat Ridge CO 80033 Property Owner (please print): Jeremy Mudgett Phone: 267-257-7395 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.Com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing. W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Zv�-tC) I t) Z_ ) 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 BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R 3.57 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 4855.2 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 air also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) ( ONTRACTOR) �/ iii ... ] PRINT NAME. Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ r May 18, 2015 SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 963-5100, ext 5452 FAX: (650) 638-1029 Attn.: Jesus Santiago re: Job 20141165: Mudgett - 8005092 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 3625 High Court, Wheat Ridge, CO 80033 If you have any questions on the above,1��Yttd° �.C�. e Lommum TY DEVELOPMENT ,APPROVE® Paul Zacher, P.E. Reviewed for Code Compliance Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com jztF Plans Examiner Date Validity of permit Thr issuance ofo permrt or opprovoi of pons SpWCiffcations anU .' all nor be o prrnut for, or an approval of, any viotation to onv of the r' v,s,or,, ol:he burkliny Code or of ary Cdy ordinancespermits presun•+ny to G„, aatborrty to volare of cancel the provisions of the Buiidinq codes or other ordmunces o; the City shall not be valid. P0 Ll C4 oy�t U 1 ? 45677 � j � /CNAL 1 of 5 8150 Sierra College Boulevard, Suite 150 e Roseville, CA 95661 • 916.961.3960 P ® 916.961.3965 • www.pzse.com Gravity Loading Roof Snow Load Calculations Composition Shingle pg = Ground Snow Load = 30 psf 2.00 Ce = Exposure Factor = 0.9 (ASCE7 - Table 7-2) Ct = Thermal Factor = 1 (ASCE7 - Table 7-3) 1 = Importance Factor = 1 DL Adjusted to 28 Degree Slope pf = 0.7 Ce Ct I pg 19 psf (ASCE7 - Eq 7-1) where pg <_ 20 psf, Pf min = I x pg = N/A min snow load (,,of lop., 15-) where pg> 20 psf, Pf min = 20 x I = N/A min snow load (roof slope <15) Therefore, pf = Flat Roof Snow Load = 19 psf Ps = Cspf (ASCE7 - Eq 7-2) Cs = Slope Factor = 1 ps = Sloped Roof Snow Load = 18.9 psf PV Dead Load = 3 psf (Per SolarCity) Roof Dead Load (MP1) Composition Shingle 2.00 (1 Layer) Roof Plywood 2.00 Double 2x6 Rafters @ 24"o.c. 2.30 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.70 Total Roof DL (MP1) 7.0 psf DL Adjusted to 28 Degree Slope 7.9 psf 2 of 5 Mudgett-8005092-structural calc.xlsm 1 Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 28 degrees Mean Roof Height 9 ft Building Least Width 25 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P = qh*(G*Cp) qh = 0.00256 * Kz * Kzt * Kd * V"2 * I (Eq -6-1 5) Kz (Exposure Coefficient) = 0.85 (Table 6-3) Kzt (topographic factor) = 1 (Fig. 6-4) Kd (Wind Directionality Factor) = 0.85 (Table 6-4) V (Design Wind Speed) = 100 mph Importance Factor= 1 (Table 6-1) qh = 18.50 Standoff Uplift Check Maximum Design Uplift = -407 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity > 407 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5/16" dia Lag Number of Fasteners = 1 Minimum Threaded Embedment Depth = 2.5 Pullout Capacity Per Inch = 205 Ib Fastener Capacity = 820 Ib 820 Ib capacity > 407 Ib demand Therefore, OK 3 of 5 Mudgett-8005092-structural calc.xlsm 2 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp = -0.90 -1.10 -1.10 0.85 (Fig. 6-11) Uplift Pressure = -16.65 psf -20.35 psf -20.35 psf 15.7 psf X Standoff Spacing = 6.00 6.00 6.00 Y Standoff Spacing = 3.33 3.33 3.33 Tributary Area = 19.99 19.99 19.99 Footing Uplift = -333 Ib -407 Ib -407 Ib Standoff Uplift Check Maximum Design Uplift = -407 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity > 407 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5/16" dia Lag Number of Fasteners = 1 Minimum Threaded Embedment Depth = 2.5 Pullout Capacity Per Inch = 205 Ib Fastener Capacity = 820 Ib 820 Ib capacity > 407 Ib demand Therefore, OK 3 of 5 Mudgett-8005092-structural calc.xlsm 2 Framing Check (MPI) PASS - With Framing Upgrades w = 82 plf Dead Load 7.9 psf PV Load 3.0 psf i Snow Load 30.0 psf Double 2x6 Rafters @ 24"o.c. 0 Governing Load Combo = DL + SL Member Span = 10' Total Load 40.9 psf Member Properties - Based on Upgraded Section Member Size S (in ^3) 1 (in "4) Lumber Sp/Gr Member Spacing Double 2x6 15.13 41.59 SPF#2 @ 24"o.c. Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress = 1504.3 psi Maximum Moment = (wL12) / 8 = 1218.55 ft# = 14622.6 in# Actual Bending Stress = (Maximum Moment) / S = 966.8 psi Allowed > Actual -- 64.3% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U120 (E = 1400000 psi Per NDS) = 1.091 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L^4) / (384*E*I) = 0.449 in = U292 > U120 Therefore OK Allowed Deflection (Live Load) = Actual Deflection (Live Load) = 0180 0.727 in (5*w*L^4)/(384*E*I) 0.330 in U397 > U180 Therefore OK Check Shear Member Area= 16.5 in^2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv * A = 2228 Ib Max Shear (V) = w * L / 2 = 446 Ib Allowed > Actual -- 20.1% Stressed -- Therefore, OK 4 of 5 Mudgett-8005092-structural calc.xlsm 3 Lateral Per 2006 IBC Chapter 34 Existing Weight of Effected Building Level Area Weight (psf) Weight (lb) Roof 858 sf 7.9 psf 6774 Ib Ceiling 858 sf 6.0 psf 5145 Ib 7/8" Stucco 119 ft 11.0 psf 11781 Ib Int. Walls 119 ft 6.4 psf 6854 Ib Existina Weiaht of Effected Buildina 30555 Ib Proposed Weight of PV System Weight of PV System (Per SolarCity) 3.0 psf Approx. Area of Proposed PV System 489 sf Approximate Total Weight of PV System 1467 Ib 10% Comparison 10% of Existing Building Weight (Allowed) 3055 Ib Approximate Weight of PV System (Actual) 1467 Ib Percent Increase 4.8% 3055 Ib > 1467 Ib, Therefore OK 5 of 5 (8'-0" Wall Height) Mudgett-8005092-structural calc.xlsm 4 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE City of CONIC CONCRETE HAZARDS PER ART. 690.17. WheatPjdge DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE CoMMurmvowrMnvr EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. APPROVED EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN Reviewed for Code Comofianc>E GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) G I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ins Examine, Daft Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC MPWt ofoermit 77wlsso.weo/apermitwopprovolofplonsspmfKotmm and cwnpututloas sholl not be o permit Jw, or on approval of,, any vio(otiM to kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). any Of the prvisionsofthe o„ileingtadewafan,City wdnames.pe,>.,;t, kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN pKsumingtogiveouthomytomkt' olcame theprovisionsoftbe&WA, LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY codes or other ordinances of the City shall not be volid. MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL-LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. - PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND _ �- PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. 01111 SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & rear STC STANDARD TESTING CONDITIONS 690.47. p)NA TYP TYPICAL w��6's UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Vac VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT -'' PV1 COVER SHEET PV2 SITE PLAN " = PV3 STRUCTURAL VIEWS - 1$0 - : -- PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES ! PV5 THREE LINE DIAGRAM - PV6 ELECTRICAL CALCULATIONS TYPE EC # 8041 1. THIS SYSTEM IS GRID-INTERTIED VIA A - Cutsheets Attached UL-LISTED POWER-CONDITIONING INVERTER. i 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ' 3. SOLAR MOUNTING FRAMES ARE TO BE ' - GROUNDED. 4. ALL WORK TO BE DONE TO THE-21d92,012' MODULE GROUNDING METHOD: ZEP SOLAR INTERNATIONAL BUILDING CODE. AHJ: Wheat Rid5. ALL ELECTRICAL WORK SHALL COMPLY WITH ti REV BY DATE COMMENTS 9e THE 2.91-1 NATIONAL ELECTRIC CODE. i� j ■ , .�_ REV A NAME DATE COMMENTS UTILITY: XCEL Energy - _ milln-twa JFaulk 9/23/15 Moved INV to north side of home r oil PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL -THE INFORMATION HEREIN JOB NUMBER: J B-8005092 00 4%� CONTAINED SHALL NOT BE USED FOR THE MUDGETT, JEREMY MUDGETT RESIDENCE Jack Faulkner �_�`.solarCity, NORBENEFITSH OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SYSTEM: 3625 HIGH CT 3.57 KW PV ARRAY 1NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type G �� PART TO OTHERS OUTSIDE THE REGPIENTS MODDLES: WHEAT RIDGE CO 80033 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (14) CANADIAN SOLAR # CS6P-255PX San CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T:(650) 638—A1028 F:(650) 638-1029 PERMISSION OF SOLARGTY INC. 2672577395 PV 1 C 9/23/2015 88a SOLAREDGE SE3800A—US—ZB—U COVER SHEET(888)-SOL-CITY (765-2489) www.soloraity.com rrrd PITCH: 26 ARRAY PITCH: 26 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 26 ARRAY PITCH: 26 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 26 ARRAY PITCH: 26 MP3 AZIMUTH: 90 ARRAY AZIMUTH: 9O MATERIAL: Comp Shingle STORY: 1 Story PITCH: 28 ARRAY PITCH: 28 MP4 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story I F(;FNfn (E) UTILITY METER & WARNING LABEL h� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L -�J SITE PLAN N Scale: 3/32" = 1' W E 01, 10' 21' s CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT 8E USED FOR THE JB -8005092 0 JOB NUMBER:I,solarCity. PREMISE OWNER: DESCRIPTION: MUDGETT, JEREMY MUDGETT RESIDENCE DESIGN - Jack FaulknerBENEFIT MOUNTING SYSTEM:NOR Comp Mount Type C OF ANYONE EXCEPT SOLARCITY INC., MALL IT BE DISCLOSED IN WHOLE OR IN 3625 HIGH CT 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 NODDLES: MODULES: ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE (14) CANADIAN SOLAR # CS6P-255PX Gearview Way Son Mateo, CA 94402 Son Mae CA 94) SHEET: REV DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 267257795 SITE PLAN PV 2 c 9/23/2015 T: (650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE SE380OA—US—ZB—U CDSIDE VIEW OF MP4 NTS )� MP4 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" (2) STAGGERED PORTRAIT 48" 16" RAFTER C.J. 2x6 @ 24" OC 2x8 @24" OC ROOF AZI 180 PITCH 28 ARRAY AZI 180 PITCH 28 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 6" END DISTANCE 16" O.C. TYP.—,r 2y4" I o � A SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2–PLY) OR 22458 (IF 3–PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE–DRILL WITH A 32" DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY– FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2–PLY) OR 16d FROM EACH SIDE (IF 3–PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8005092 00 MOUNTING SYSTEM: Comp Mount Tvpe C (14) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE # SE380OA–US–ZB–U INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. C57)INSTALL LAG BOLT WITH SEALING WASHER. (6)INSTALL LEVELING FOOT WITH BOLT & WASHERS. MUDGETT, JEREMY 3625 HIGH CT WHEAT RIDGE, CO 80033 2672577395 (E) WALL OR SUPPORT BELOW SIMPSON SDW WOOD SCREWS (E) 2x6 RAFTER (N) 2x6 SIDE MEMBER 2x6 END FASTENER GROUPING (- i'Y of hi7 ge d r,1 DiVison" SIMPSON SDW 22300 WOOD SCREWS (N) SISTER MEMBER CENTERED BETWEEN SUPPORTS SEE MP SIDE VIEW FOR REQUIRED LENG D4 Scale: 1"=1'-0" Pp0 L NNE Tlyzy tis 45677 p . cu AL -- (E) RAFTER (E) RIDGE BOARD OR SUPPORT BELOW . NLW---A TOP VIEW OF PARTIAL LENGTH SISTER MUDGETT RESIDENCE 3.57 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS Scale: 3/4"=l' -O" Jack Faulkner SHEET: REV. DATE: PV 3 C 9/23/2015 oksolarCity 1 �' 3055 Cleaniew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com City of GRADE I�6> JOB NUMBER: JB -8005092 0 0 PREMISE OWNER: DESCRIPTION: MUDGETT, JEREMY MUDGETT RESIDENCE r � � �:,;So�arCity. 8" BENEFITSOLARCITY NOR OF ANYONET BE EXCEPT WHOLE ORCIN 3625 HIGH CT 3.57 KW PV ARRAY L Comp Mount Type C CD PART TO OTHERS OUTSIDE THE RECIPIENT'S d U w MODULES: 14 CANADIAN SOLAR CS6P-255PX � � Way loss e, CA 94442 Mateo, CA San Matt � z SHEET: REV. DATE: COMPACTED BACKFILL �— UNDISTURBED SOIL CD 00 (T -, TRENCH DETAIL �►Vy�eat Ridge Scale: 3/4"=1'-0" cn N J io- DiviSO RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8005092 0 0 PREMISE OWNER: DESCRIPTION: MUDGETT, JEREMY MUDGETT RESIDENCE DESGN: Jack Faulkner � � �:,;So�arCity. MOUNTING SYSTEM: BENEFITSOLARCITY NOR OF ANYONET BE EXCEPT WHOLE ORCIN 3625 HIGH CT 3.57 KW PV ARRAY �,�" Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S WHEAT RIDGE, CO 80033 MODULES: 14 CANADIAN SOLAR CS6P-255PX � � Way loss e, CA 94442 Mateo, CA San Matt ORGANIZATION, EXCEPT IN CONNECTION WTH THE SALE AND USE OF THE RESPECTIVE SHEET: REV. DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 2672577395 STRUCTURAL VIEWS PV 4 C 9/23/2015 T:(fi50) 638-1028 F;(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE # SE380OA-US-ZB-U GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1 ) SOLAREDGE ## SE380OA-US-ZB-U LABEL: A - (14) CANADIAN SOLAR # CS6P-255PX TYPE EC # 8041 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 45400216 Tie -In: Supply Side Connection Inverter; 38'0OW, 240V/208V, 97.5%7%; w/Unifed Disco and ZB, AFCI PV Module; 255W, 234.3W PTC, Black Frame, MC4, ZEP Enabled INV 2 Overhead Service Entrance Voc: 37.4 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 125A MAIN SERVICE PANEL Multiple Main Breakers (6 or fewer) Inverter 1 (E) WIRING CUTLER -HAMMER Disconnect MILBANK CUTLER -HAMMER 4 Meter Socket Disconnect 3 SOLAREDGE B 20A SE380OA-US-ZB-U A C D zaav SQUARE D B L? L2 Disconnect A (E) LOADS eNo �• - -- GND -- ---- tro------------- N - EG=i cec -- oC - N DC. 2 1 Dc- MP 4: 1x14 oc-LO - - - r -J GMC EGC - - - -- -- EGC------------- - - --t� I I N I ` UNDERGROUND TRENCH a z z I -(l)Conduit Kit; l' PVC, Sch. 40 I -----F_ TO 120/240V SINGLE PHASE ; Cityaf UTILITY SERVICE wheat Ridge 13 Idirt9 DiviSon Voc* = MAX VOC AT MIN TEMP O1 (2)Ground Rod; 5/8" x 8", Copper (1)CUTLER-HAMMER # DG222NRB ^ Disconnect; 60A, 240Vac, Fusible, NEMA 3R A A (1)SQUARE D # HU361RB Disconnect; 30A, 60OV, NEMA 3R PV (14)SOLAREDGE :iP300-2NA4AZSD� PowerBox Optimizer, 30OW, H4, DC to DC, ZEPInsulation (2)ILSCO # IPC 4/0-#6 PiercingConnector; Main 4/0-4, Tap 6-14 t(3) 1)MILBANK U4801 -XL -5T9 nd(1) AWG #6, Solid Bore Capper (1)CUTLER-HAMMER # DG221URB 30A, 240Vac, Non -Fusible, NEMA 3R Meter Socket; 200A, #6-350, RinglessDisconnect; MILBANK # K4977 -INT - ( 1) Ground Rod; 5/8" x 8', Copper - (1)CUTLER-HAMMER DG100NB Ground/Neutral it; 60-100A, General Duty (DG) Load -Side Tap Connector, IOOA, #12 - 1/0 AWG ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE SEPARATE (N) /6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE SCA THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. (1) AWG #6, THWN-2, Black (I AWG #6, THWN-2, Red ® O (1 ) AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red OFW(1)AWG (1) AWG #10, THWN-2, Black #10, THWN-2, Red Voc* = 500 VDC ISC = 15 Vmp =350 VDC Imp= 10.07 ADC (2 ) AWG #10, PV Wire, 60OV, Block Voc* = 500 VDC Isc = 15 ADC ADC O (1)AWG #10, Solid Bare Copper EGC Vmp =350 VDC Imp= 10.07 ADC I�L (1) AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC IIL���LLL (1 ) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC III���LLL (t) AWG #10, THWN-2, Green EGC - (1 ) Conduit Kit;, 3/4" EMT (1) Conduit Kit;, 3/4" EMT - (1) AWG #6, Solid Bare Copper .GEC -(l)Conduit Kit; 3/4' EMT -(l)AWG #8, THWN-2, Green EGC/GEC -(l)Conduit Kit; 3/4" EMT CONFIDENTIAL -THE INFORMATION HEREIN JB -8005092 JOB NUMBERJack O O PREMISE OWNER: DESCRIPTION: DESIGN: ,�,`SolarCity. CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MUDGETT JEREMY MUDGETT RESIDENCE Faulkner . MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3625 HIGH CT 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES: 3055 Clearview Way ateo, CA 94-402 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (14) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 2672577395 PACE NAME THREE LINE DIAGRAM PV 5 C 9/23/2015 T:(650) 638-1028 F:(65) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE # SE380OA-US-ZB-U ELECTRICAL CALCULATIONS Hardware Qty Model Voltage Drop Calculations 5.8.0 Module: 14 Canadian Solar CS6P-255PX Vdrop= (Imp) (2'Length) (Resistance) / (Vmp) DC Converter: 14 SolarEd e OP300-MV Inv Power DC W PTC DC W STC Inverter A Imp (A) Max. Length (ft) Wire Inverter A: 1 SolarEd e 3800 AFCI 3800 3214.6 3570 Input:FIT-07-T 5 AWG #10 Inverter B: Vdrop= (10.07 10 0.00124 Ohms) 350 0.03 3800 3214.6 3570 InverterA Imp (A) Max. Length (ft) Wire Output 1 16 1 25 AWG #10 Vdrop= (16 1 50 1 0.00124 Ohms) 240 0.25 Inverter A Stringing Inverter B Stringing N/A Imp (A) Max. Length (ft) Wire String 1: 14 Modules String 1:Modules String 2: Modules String 2: Modules Vdrop= Ohms) Photovoltaic Module Electrical Specifications: Photovoltaic Source Circuit (Modules to PowerBox) Voltage Drop Calculations °F °C Canadian Solar CS6P-255PX Voc at Min Temp= 44.39 V Record Low Temp: -22 -30 Power (STC)= 255 W Voc= 37.4 V Max Average High Temp: 91 33 Power (PTC)= 234.3 W Vmp= 30.2 V Voc= 37.4 V Vmp at Max Temp= 26.95 V Vmp= 30.2 V Isc= 9 A Isc= 9 A Imp= 8.43 A Imp= 8.43 A Icont= 11.25 A Tvoc= 0.13 V/deg C Tvmp= 0.13 V/deg C AWG #10 90'C:Table 310.15(6)(16) Tisc= 5.85 mA/deg C Ampacity= 30 > 14.06 A Corrected Ampacity= 17.4 A > 1 11.25 A Temperature Derate= 0.58 Conduit Fill Derate= 1 DC Converter Electrical Specifications: PowerBox to Combiner Combiner to Inverter SolarEdge OP300-MV String 1 Power= 300 W Vmax= 500 V Wire LengthF- Vmax= 500 V Wire Length Efficiency Factor= 0.99 Vmp= 350 V Vmp= 350 V Vmin_input= 5 V Imax= 15 A Imax= 15 A Vmax_input= 60 V Imp= 10.07 A Imp= 10.07 A Imax_input=l 10 A Vmax__output= 500 V AWG #10 90 oC:Table 310.15(6)(16) AWG #10 90 °C:Table 310.15(B)(16) Imax output= 15 A Ampacity= 40 >L A Ampacity= 40 > 18.75 A Corrected Ampacity= 30.4 A > 15 A Corrected Ampacity= 30.4 A > 15 A Temperature Derate= 0.76 Temperature Derate= 0.76 Conduit Fill Derate= 1 Conduit Fill Derate= 1 OCP=I 15 A OCP= 20 A DC Converter Electrical Specifications: Inverter A Output Circuit Inverter A Output Circuit SolarEd e 3800 AFCI Service Voltage = 240 V Service Volta = 240 V 9 e 9 9 Power= 3800 W Icont = 16 A Wire Length 25 Icont = 16 A Wire Leng h 25 Vmp_input= 350 V Vmax_input= 500 V AWG #10 90 °C:Table 310.15(6)(16) AWG #10 90 °C:Table 310.15(B)(16) `r Imax_input= 12.8 A Ampacity= 40 > 20 A Ampacity= 40 > 20 A *eu yo` Vmax_output= 240 V =Service Voltage Corrected Ampacity= 36.4 A > 16 A Corrected Ampacity= 36.4 A > 16 A Imax_output= 16 A =lcont Temperature Derate= 0.91 Temperature Derate= 0.91 Conduit Fill Derate= 1 Conduit Fill Derate= 1 OCP=I 20 A OCP= 20 A CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., J[3-8005092 0 0 JOB NUMBER:\\I,\�Oh��I�� PREMISE OWNER: DESCRIPTION: MUDGETT, JEREMY MUDGETT RESIDENCE DESIGN: Jack Faulkner �:"`•� ' 00�„ MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1 3625 HIGH CT 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES: ORGANIZATIN, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (14) CANADIAN SOLAR # CS6P-255PX 3055 CteoNew Way San Mateo, CA 94402 SHEET: REV: DATE: SOLARCITY PERMISSIONEOFISOLARCITY INNT THE WRITTEN PAGE NAME: ELECTRICAL CALCULATIONS PV 6 C 9/23/2015 (888)-(SOL)CITTYY (7 582489) www.sdorcci29 ity.com INVERTER:OLA267257739 SOLAREDGE SE3800A-US-ZB-U Label Location.- (C) ocation:(C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: A(AC) (POI) DISCONNECT Per Code: NEC 690.14.C.2 Label Location: PHOTOVOLTAIC (AC) SYSTEM Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location PHOTOVOLTAIC SYSTEM CONNECTED Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC) (POI) (AC): AC Disconnect Per Code: (C): Conduit NEC 690.17(4) (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 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set���� T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,, ola t� (888)-SOL-CITY(765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o ^SolarClty I ®pSolar Next -Level PV Mounting Technology 'SolarCity I ®pSo[ar Next -Level PV Mounting Technology .Zep System for composition shingle roofs Q�OMPATZd �F N comp", @LISTED 1•Y zepsolar.com Intertock _ Leveling Foot — Zcp Compatible PV Module Zep Groove - _ R Attachment \ = r Array 5kirl 7 Description • PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Auto bonding UL -listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" Specifications Designed for pitched roofs • Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72" and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Appszspats.com. Components zepsolar.com Comp Mount Part No. 850-1382 Listed to UL 2582 & Mounting Block to UL 2703 Ground Zep Part No. 850-1172 Listed to UL 2703 and ETL listed to UL 467 k��4 APO Interlock Leveling Foot Part No. 850-1388 Part No. 850-1397 Listed to UL 2703 Listed to ILL 2703 Array Skirt, Grip, End Caps DC Wire Clip Part Nos. 500-0113, Part No. 850-1448 850-1421, 850-1460. Listed UL 1565 850-1467 Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 Edge/n e5;glate 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 t00% - 97% Added Value Fro, W 90%arranty 80% 0% 5 10 15 20 25 • 10 year product warranty on materials and workmanship 25 year linear power output warranty ®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 &�:' c $pus( r www.canadiansolar.com CS6P-235/240/245/250/255PX Electrical Data STC CS6P-235P)(CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Nominal Maximum Power (Pmax) 23SW 240W 245W 25OW 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Short Circuit Current(Isc) 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) /600V UL Maximum Series Fuse Rating 15A Application Classification Class A Power Tolerance 0-5W Under Standard Test Conditions (STC) of irradiance of 1000 W/m', spectrum AM 1.5 and cell temperature of 25'C NOCT Nominal Maximum Power (Pmax) CS6P-235PXCS6P-240P_ C_S_6P-245P CS6P-250_PXCS6P-255PX 170W 174W 178W 181W 185W ii Optimum Operating Voltage (Vmp) 27.2V 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 34AV Short Circuit Current (Isc) 6.86A 6.96A 7.08A 7.19A 7.29A Under Normal Operating Cell Temperature, Irradiance of 800 Win', spectrum AM 1.5, ambient temperature 20'C, wind speed 1 m/s Mechanical Data 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 1.571n) 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(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces percontainer (40 ft. Container) 672pcs (40'HO) I-V Curves (CS6P-255PX) '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. EN-Rav 10.17 Cooynght C 2012 Canadun Solar Inc Black -framed Temperature Characteristics Pmax -0.43%/•C Temperature Coefficient Voc -0.34 %7•C Isc 0.065 %/•C Normal Operating Cell Temperature - -- Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of 1000w/m7 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=ee solar= e e SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 SolarEdge Power Optimizer Paco P350 P400 Module Add -On For North America (for 6 72— 0 -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 Absolute Maxim.;m Input Voltage. IVoc at lowest temperature48 60 80 Vdc MPPr Operating Fargo 8-48 8-60 8-80 Vdc .Vl a rum S. -rt Cir'u!t CLrrent psu; 10 Ado _ Maximum DC Input Current 12.5 Ad, Maximum F'fic. ency _ 99.5 % Weighted Efficiency 98.8 % Overvoltoge Category u _ OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current - - _ - - 15 Vdc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR R INVERTER OFF) Safety Output Voltage pe' Powe' Optimizer 1 Vdc STANDARD COMPLIANCE _r L •, EMC FCC Part15 ass R IEC61000 6 2, IFC61000 6-3 _ _ lyrl Safe"; IEC62109 1 (class II safety), JL1741 RoHS Yes INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage 1000 Vdc " Dimensions (Vv x L x Hl 141x212x4u.5 /5.55 x8.34x 1.59 mm/in / Weight (including cab es) 950, 2.1 Irput onnector MC4 / Arrphenol / T/co gr/lb ' - Output Wine -ype "Carne to, Double Insulated; Amphero Output Le, - _- Ci.95 3.0 1 2 i 3.9 _ m r ft__ og Temperature Operating Te perature Range 40 85 / -40 -185 pest 'C /'F - Prole"" Rat"j, P65 / 1,EMA4 Relame Humidity 0 - 100 % PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V _ PV power optimization at the module -level NVn mum String Leng'.h;Pcwer ,ptimize rsl 8 10 18 Max� mum String Length (Powor Opdmlzers)- 25 25 50 - Up to 25% more energy - - Superior efficiency (49.5%) Maximum Power per String 5250 6000 12750 Para'lel 5tr,rgs of Differen. Lengths or Orientations Yes W - 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 www.solaredge.us solar- =*-,- SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE5000� SE760OA-US / SE10000A-US / SEI 140( d r_ xpverte� W�25 � antY tom - 8 The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional - revenue grade data, ANSI C12.1 !ISA -GERMANY- ITALY- FRAN,_E-JAPAN ':..HINA-A!-!i R,ALIA-THENETHtRLA.NDl-ISRA.EL www.soiaredge.us solar _ Single Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US SE760OA-US / SE10000A-US / SE1140OA-US SE3000A-US I SE380DA-US I SE5000A-US I SE6000A-US I SE7600A-US sE10000A-US I SE1140OA-US ntITP11T Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes j Yes luouT Maximum DC Power(STC) 4050 5100 T 675C 8100 10250 Yes 1 13500 1 910098000 @ 21,)8V240V8V I W Transformer -less, Ungrounded Nominal AC Pow=_r Output 3000 1 3800 5000 � � 6000 7600 I (a 10800 @ 208V I 11400 ! VA Nom. DC Input Voltage j I 5400 @ 2n8vI j Max. AC Power Output ' 3300 j 4150 5450 @24cv I 6000 8350 I i 10950 @240V I 12010 j ; VA AG Output Voltage Min.-Nom.-Max.l'-� 45 Yes i ✓ i Ado ( ✓ 1 _ 97.7 j 183 - 208 - 229 Vac 1 98.3 1 i J ✓ ✓ , I ✓ ✓ 1 CEC Weighted Efficiency AC Output Voltage Min -Nom -Max.' `7 J 211 - 240 - 264 Vac 97 @ 208V ( j 97.5 @ 240V <,4 S 97.5 7._ W Nighttime Power Consumption Protection Rating j AC Frequency Min. -Nom: Max)11 59.3 - 60 - 60.5 (with 24 �e 208 HI country setting 57 - 60 - 60.5) Hz Max. Continuous Output Current 12.5 15 I 21 @ 240V ( 25 1 1 32 48 @ 240V 47.5 tf A A GFDI Threshold Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes j Yes luouT Maximum DC Power(STC) 4050 5100 T 675C 8100 10250 Yes 1 13500 1 15350 I W Transformer -less, Ungrounded 3/4" minimum / 16-6 AWG Max. Input Voltage DC input conduit size / # of strings/ 325 500 @ 208V / 350 @ 240V AWG range Vdc Nom. DC Input Voltage Vdc Max. Input Current11 I 9.5 III 13 I 16.5 @ 208V i 15.5 (@ 240V 18 I 23 33 @ 208V 30.5 @ 240V 34.5 I Ado Max. Input Short Circuit Current I 45 Yes Ado Reverse -Polarity Protection Fans (user replaceable) Ground -Fault Isolation Detection 97.7 j 98.2 1 98.3 1 600ki+Sensitivity 98.3 I 98 1 -78-i 98 , Maximum Inverter Efficiency Noise CEC Weighted Efficiency Q I 7.5 ; 98 197.5 @ 20$V 7, @ 240V < 2 5 9 ± 97.5 97 @ 208V ( j 97.5 @ 240V <,4 S 97.5 7._ W Nighttime Power Consumption Supported Communication Interfaces I RS485. RS232, Ethernet, Zi Bee (optional) I Revenue Grade Data, ANSI C12.1 Opti -l", Rapid Shutdown - NEC 2014 690.12 , Functionality enabled when SolarEdge rapid shutdown kit is installed01 STANDARD COMPLIANCE Safety UL1741, UL16998, UL1998, CSA 22.2 Grid Correction Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size / # of strings/ -s/4" 3/4" minimum / 1-2 strings / g AWG range minimum / 1-2 strings / 16.6 AWG I 30.5 x 12.5 x 7.2 / 775 x 315 x 184 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5 / 1 I (H%WXD) I 512/23.2 54.7 j 24.7 Natural 775 x 315 x 260 mm Ib/kg Weight with Safety Switch 88 4/40.1 I convection Cooling Natural Convection and internal Fans (user replaceable) fan (user replaceable) , Noise < 25 ! < 50 dBA Min -Max. Operating Temperature -13 to +140 % -25 to +60 (-40 to +60 version available(5I) -F/"C Range I NEMA 3R Protection Rating j usher region - rzingsa _^-SoiarE�ge support. i'� 4 nighe ent s'our<e may tesuzeer;t;h.e inverter will limit its input .urren[ to the vaiuez stated p� Re��e:nue grade inverter R; N' 6=xxxxA-US000NN42 liar?600W inverterSE?600A-U5002NNR<!. u sr Wow, kit R/N: sciti0-RSJ moi. Isi LO version-rfN SExxxxA-US00DNNU4 Ifcr 7t 0vd inverter:SE76D0A-US002NNU4). PERMIT: U'I ? ` 3 ADDRESS: �� �� JOB CODE -.__9R1 INSPECTION RECORD 6112 f i Inspection online form: http://www.ci-wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 1 + Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof, 1 + 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections one week in For landsca call 303-235 For ROW ar 303-235-286 For fire insr Protection [ 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public before a Certificate of Occupancy is issued. Approval of the Final Buil constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are c Electrical low voltage by the Building Division. City of Wheat Ridge ~ Residential Roofing PERMIT - 201708113 PERMIT NO: 201708113 ISSUED: 10/09/2017 JOB ADDRESS: 3625 High CT EXPIRES: 10/09/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 25 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (267)257-7395 MUDGETT JEREMY COLON SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,500.00 FEES Total Valuation 0.00 Use Tax 136.50 Permit Fee 156.75 ** TOTAL ** 293.25 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708113 PERMIT NO: 201708113 ISSUED: 10/09/2017 JOB ADDRESS: 3625 High CT EXPIRES: 10/09/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 25 sq Pitch = 6/12 (3rd party inspector required) 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 anal 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 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 ides 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 an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Thursday, October 5, 2017 5:14 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home// are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 3625 High St Jeremy & Erin Mudgett 267-257-7395 57 Property Owner Email n/a Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Mudqett Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Global Construction LLC 150246 720-800-5058 5711 e eVANS aVE Contractor Email Address denis@globalconstructioncolorado.com Retype Contractor Email denis@globalconstructioncolorado.com Address DESCRIPTION OF WORK TOTAL SQUARES of 25 the entire scope of work: ' Project Value (contract 6500 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No i Pitched roof (2:12 pitch or greater) 58 both? (check all that apply) What is the specific pitch 6/12 of the PITCHED roof? How many squares are 25 part of the PITCHED roof? Describe the roofing GAF Timberline HD materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House, Garage detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will 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 59 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 Denis Koval Email not displaying correctly? View it in your browser. 60 EiDNAL COISTIUMON 5711 East Evans Ava. OenvaP. Colorado 80222 Phone: (303) 757-2480 — Fere (303) 583-2535 Webslts. www.glabolconstrucdoncnlorsda.com EmalE lntfo[Welobalcanstructloncolaredo.com le ADDRESS �CJ 21 i�q t CRY VVh m+ 9114010ZIP PHONE (J3 �) — 7 �3 — 79 1 EMAIL TEAR OFF EXISTING ROOF DOWN TO THE DECK. INSTALL NEW FELT / UNDERLAYMENT TO MANUFACTURER SPECIFICATIONS. INSTALL NEW ROOFING SYSTEM - SYSTEM TYPE SHINGLE MANUFACTURER COLOR RIDGE TYPE GLOBAL CLAIM # M INEVIMP61 kls rsitimm%cwi ni ci t/s >27/4argaall7a�7. Carlriai G tM Plain: MM 22"M - law OM N"V F*b"W CE rm m bL Ca tU e"lf lr.a. PdiaY # PCA5O25-PC217522 GENERAL COMMACTiNMS LICENSE # UC2"WI - CLASS 8 INSURANCE COMPANY ` I n vh e_ S ;L f PDUCY # PHONE FAX ADJUSTER ja It/ C �G r %L� PHONE_ EMAIL DATE OF LOSS / STORM DATE S d �I / TIME 1 VALLEY TYPE - OPEN / CLOSED OR W -VALLEY INSTALL NEW METAL EDGING "DRIP EDGE" ON ENTIRE ROOF PERIMETER - COLOR TO MATCH ROOFING SYSTEI INSTALL NEW LOW PROFILE VENTS & PIPE BOOTS. PAINT TO MATCH ROOFING SYSTEM. "ICE &H2O SHIELD" - VALLEYS, CHIMNEYS, SKYLIGHTS, AND EVAPORATIVE COOLERS. a/ 6 NAIL SHINGLES - MEETS 130 MPH WIND SPEED REQUIREMENTS q/ STEP FLASHING. HEADWALL METAL & CHIMNEY FLASHING TO BE REPLACED, IF REQUIRED BY CODE OR IS UNUSABLE. t % HEADWALL METAL TD BE COVERED USING THE "BEAUTY CAP" METHOD. PROTECT LANOSCAPING. CLEAN 09 GUTTERS & ROLL YARD WITH A MAGNETIC ROLLER. 9 CrLEAN UP PROJECT DEBRIS DAILY AND DISPOSE OF PROPERLY. PERMIT FURNISHED BY GLOBAL CQNSTRUCTION. WORK PERFORMED BY GLOBAL CONSTRULTION TO MEET BUILDING CODE REQUIREMENTS. a GAF SYSTEM PWS LIFETIME WARRANTY AVAILABLE FOR AN ADDITIONAL S DOLLARS. HAD DECKING TO BE REPLACED AT AN ADDITIONAL $ PER SQUARE FOOT. EXTRAWORK W { OKJOW `jG %+SP1 5 , 111; PU 0I1 ,, PIC ST li v"lSP0L'1+`5, CiLi4�P`f5 INSURANCE CONTINGENCY AGREEMENT — This estimate does not obligate the Homeowner or Global Construction in any way unless it is approved by the Insurance Company and accepted by Global Construction. By signing this agreement, the homeowner authorizes Global Construction to pursue the homeowner's best interest for a roof replacement or repair at a price agreeable to the insurance company and to Global Construction with no additional cost to the homeowner except for the deductible. When the insurance company and Globo! Construction agree upon a price, that price will become the final contract price and Global Construction will receive all insurance proceeds for the work completed by Global Construction. oz zm anitial) W e propose to complete in accordance with the above specifications and subject to conditions found abovr on this proposal. Payment to be made as follows: - nrd�mbe,"ade Wtyblem Hemeaw"en .nd GM6al to,uLueriso _ I nuaU GENERALCONTRACTOR Homeowner acknowledges Global Construction as a General Contractor and an such will be entitled to to% overhead and sok profit, as allowed by insurance industry standards. S YEAR WORKMANSHIP WARRANTY GLOBAL CONSTRUCTION 1 / U � % J C C LI&I', SG 1.d D,41/1,1 APPROAMATE SCOPE OF SERVICE - MATERIALS AND COST IS BASED ON CURRENT KNOWN DAMAGE REPORT. ALL INSIMANCE PROCEEDS AND SUPPLEMENTS (RCV) PWS THE DEDUCTIBLE ARE PAYABLE AS FOLLOWS: APPROXIMATE COST $ ; S 00 (PULS PERK S111PLE0S AND TAM APPROXIMATE DATE OF SERNCE / / DEDUCTIBLE AMOUNT PAID BY INSURED # THE CONSUMER PROTECTION / ROOFING BILL (SB -38) DOES NOT ALLOW A RDORNG COMPANY OR CONTRACTOR TO WAIVE, PAY FOR OR REBATE THE HOMEOWNER'S INSURANCE DEDUCTUILE IN PART OR IN WHOLE. PAYMENT FOR WORK CONTRACTED BY GLOBAL CONSTRUCTION IS DUE UPON COMPLETION. (Initial) ACCEPTANCE OF PROPOSAL — This proposal becomes the legal and binding contract 72 hours from date of acceptance. i i/z percent per month interest will be added to all accounts 3o days past due. In addition, costs and reasonable attorney's fees for collection may be charged on any account past due over 30 days. Payment is to be made at time of completion. Warranty will be void if payment is not made in full within 3o days. Failure to pay can constitute a mechanical lien filed against the property. All material is guaranteed to be as specified. AB work to be completed in a workmanlike manner to standard practices. All interior damages to buildings are excluded go days after completion date and the owner is notified that any damage to contents will be the responsibility of the owner and his insurance company. AB damages to the building, which occurred while roofing was in progress, will be covered by the contractor. All agreements are contingent upon strikes, accidents or delays beyond. Global Construction is not responsible far broken driveways. cheduling will be done based upon date signed but limited by availability for materials, crews, and weather conditions. Re -roofing does not include decking. SIGNATURE DATE 4d -c?-/ 1 SIGNATURE DATE custoll c ASIGNATURE J��DATE5 -� oeatcnnstxucnon nsutrrrrr CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r_"t N-% O� Job Address: 22Le 2!:5 Permit Number: 12_� 110?) 3 Li No one available for inspection: Time 6M,)PM Re -Inspection required: Yes No When corrections have been made, call f r re -inspection at 303CA -234-5933 A,0, Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: —M -ID? F-0or— Job Address: CO25 W61 P Or Permit Number: ❑ No one available for inspection: Time .( J2{G Re -Inspection required: Yes No When corrections have been made, call fo -inspection at 303-234-5933 Date: l7 b1 Inspector: 4 DO NOT REMOVE THIS NOTICE Kristi Graham From* Sejnt:- To: U331MEMMEIRM Tyler Ward <tward@solarcity.com> Monday, November 02,2015 125:PM Kristi Graham SolarCity - Permit Extension "I P-1 RU installed and we are currently ready to call in the final inspection. ►MEEM�•� Tyler and Sr. Inspection Coordinator I SolarOty rn: 720.557,1233 Get control over energy costs with America's #1 solar provider. CA CSLB 888104, MA HIC 168572,)EL-1 136MR9LiLk-tq_rC to view our complete list of ficense numbers by staw PAID SG Z%SI LL L n--sn-VO090S 3S(13d iflS 6ZO - 9 ( S)'l Rzo ()U zom a aloft MS Am aWN 3Dvd NaUPA 3K UMA `s XdSSZ—d9S 8VIOS N IO N 0 I M09 00 '30018 iV3HMIUM W0 3 3 "NDli azo Wd V lid M L 1 I 1 }uno duoTOM o W WN Aiiow& el�•. ; j0u 1no3 hoop 11 � r `11 onvi � O --- 34 3HSVO Sl iN3V#dlf103 80183IN1 (` L+�.." 038 38V SiN3A WonG,08d lV3H 3N31/3iV SNOLLV301 .1JOONVIS 0 8313N V431SAS ted 031VOK130 S138VI ONIN8VM V 83IN3 OV0 kVM3AI'd T (3) a � r7t:p, cat teto QV F79," nlnv- id S13 V I ONIN8VM V 1 3NNO SIO 30 S13 VI ONIN8VM O SIO 00 (131 83.I N1 M 83183ANI � "13 VI ONIN8VM V d313fi .intro (3) lsn H 10 4u -1d GN3931 1:3 If 0l l tai =1.1.I nviv J Av88 9T :Hi1"� i1Zv w Z=H ild AVddb SZ :H 1ld o S T ;k8o1S of6ui4 wok :3Vi 31VNi 9Z H ild 088Y 9Z :H 11d 0 S T A801S 0l IFPS dwO 3V183iV)N (7ZZ 1invvzv omv (3L.Z :Hinvvzv Zd 9Z YH lld AV88V 9Z :H311d o4S T *ASO .S; , 01 UMS wok :IV1d31VYY 9Z HOild ), 8SV 9Z :HDild 5 >(N)O'�" , 2x6 DF 1 O,-11„ a— (E) LBW 6" END DISTANCE ` SISTER UPGRADE INFORMATION: RAFTED UPGRADE INDICATED BY HATCHING UPGRADE NOTES. MPS -PANG X -CANTILEVER Y -SPACING v LEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LAND „ 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SOW 22300 (I —PLY) OR 22458 IT 48" 16" (IF 3—PLY) SOW SCREWS STAGGERED AT 16- D.C. ALONG SPAN AS SPECIFIED, IF ROOFAnER 2x6 C 24"` A 180 m PTH CH 28 STORIES: D SPLITTING IS SEEN OR HEARD, PRE—DRILL.. NTH A " DRILL BIT. C.�. 2x13 4„ C Co2n� lWOOALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF —PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6". O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED PV MODULE 5/16" BOLT WITH LOCK FENDER WASHERS EP LEVELING FOOT ZEP ARRAY SKIRT • COMOUNT MP ZEP FLASHING • . SHIN] OEM STANDOFF ¢ _ ler 1. j2" y. 1.' Mount Type C CANADIAN SOLAR # CS6P-255PX 6" O.C, (E) 2x6 RAFTER SIMPSON SOW WOOD SCREWS —/ (N) 2x6 SIDE MEMBEM INSTALLATION ORDER LOCATE RAFTER, MARK HOLE SIMPON SDW 22300 WOOD SCREWS(E)RAFTER (1) LOCATION, AND DRILL PILOT HOLE.. (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD (2) SEAL PILOT HOLE WITH SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW tr - 111111, 11 "1 -1 "I'll 11 1 POLYURETHANE SEALANT. SEE MP SIDE VIEW FOR RE . , (3) INSERT FLASHING. UIRED LENG All 4j PLACE MOUNT. i MIRA(!!� (�) #NSTALL SAG BOLT WITH (6) INSTALL LEVELING FOOT VTH CU 4) 1 T BOLT & WASHERS. P VIEW OF PARTIAL Scale: "' 1 r1 �► 111 m Jackii Faulkner MUDGETT RESIDENCE 3.57 KW PV ARRAY 3m owrAm 0y PAM Nw �b5/2015 Motto, GA t:( ) 1020 Ft(W) S STRUCTURAL VIEWS [5i�V()— — (765-2489) www,w1arcity.cm Ali elos, - W8V did � �4 i� s u jnoj loin 30N3alS3d 113OGnh WWAMM AF I P IIA s If INf •, IIII X10 VIII Iu 9 S Vl�l ygl I� X� IMI+ � Fri If�IM�R �ti Rakx i�b Y Gt t. i 1X „ice i d t ♦« i f., i M� .. , i i IIS 0388niSIONn 30V80 (E) 125A MAIN SERVICE PAt Multiple Main Breakers (6 oi (E) WRING Meter Number. 45 21 Tie-in: YSu Supply SidervuTruou Connection INV 1' { 1)Invert r-, S, 24OV, .6 pp Y Inverter-, 3�3 ; 240V, 97.5', Overhead Service Entrance INV INV wer) CUTLER—HAMMER T1ign.mmPrf MILBANK CUTLER—HAMMER VoC* = MAX VOC AT MIN TEMP MZ1 t 2)ILSCOJI IPC 4/ JS Olecoruiftt 30A, c� Non -Fusible, MEMA 3R «` D •> ► ; ► a r LAS SERVICE EQVIPmENT , RATED PER 0 rc. M1ut* rc� z��vc I L�;lA (1 4) CANADIAN1 ~ CS —255P ` EEC 8041 /tn.#edsco and �B, AFCI PV b 255 >234,3 PTC Block Frome MC4ZEP Enabled Vdc. 37.4 Vmox; 30.2 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Inverter g Ntl 4. 1x14 ------------ V)V� V UNDERGROUND TRENCH —(I)Condult Kit; 1 40 " .A 40v A � (1 Wit' Ht1:i 1R8NEMA 3R PV (14) fftr « H4, aG to aG. ZEP DC — (t )M K ti 1_K(,.. TO ( 1) AWG #6, Solid Bare Copper Meter Socket 2^ 350, Rk4eft G -(S) ANK 48ii T -( 1) Gr Rod -,/8* x 8', Copper T edea; 10€}A f12 /0 AWp, yy ARRAY G ELECTRODE,. LOCATE (N) MUND ROD PER NEC 690.47(p) TTt1 OROW THE ARRAY. A SEPARATE (N) #6 DEC FROM THE ELECTRICALLY BWED ARRAY FRAME TO THE (N) MOUND ELECTRODE THE () GEC SHALL 8E WT SEPARATE FROM ALL OTHER N T CARRYING METAL PARTS, (1 AWG -2, ftck ."( AWC 0, THWN Sock ..:Vac*m. ,_.. VDC ISc _ 15 ADC t2)At fay, PV Who, 6ODV, (Dock Vocw 500 VDC isr = 15 ADC -2, Red i (9 )AWGr f10, IN101�- . 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Soi1d Bore, Copper ap .. - (9conduff Kit; 4/47 ,NT l COWMP& INFORMATIONH CONTAINEDSMALL NOT 8E FOR J8005092 CMUDGETT, JEREMY ID G Faulkner � at'T F1T OF ANYONE EXCEPT SMARCITY NG.,MDUMING NOR SH1T OR Sym, Comp Mount T e C 3625 .HIGH CT 3.57 KIN RV ARRAY of-aSolaru PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT WHEAT RIDGE, CO80033 7HE SALE AND USE OF THE KE GT1W (1 CANADIAN SOLAR CSSP— 55PX 1?AtE y Met , CAA 9M S T, WITHOUT PERMISSION OF SOLARCITY W_ ww R; �C11 AP17I)r"" 17AAAr31i�..11 _7 - 11 2672577395 P PP I IME" f)l ArPAK 'V 5/15/2015 T;( ) F:(650) 63&-1029 ()- -ClTY (t02 24&0) "csolomitycm c — c / tl q q ltd uvino ; 11.3 � "� �� q n- z Sly— 5 �l d� }t}S MMM x �'ON UOSM JO NM#Wd a t }aa (M) a va gra d S -d9S 8VIOS IOV (*0 KOW 0 ? `� 1 IV a luno dwa S. � AO SMO OiWd d ;All,b'21t ted iVtl 1-II Zq4UM a NO MW M GWOSIO 38,U TWHS WN i jjelos", rauinu I�Iti1tlll i'i3n38 or( 02 I la" fm WAM l 3K 'WUNIMM 4w*M VW 3OW 00 Z609002-9r Oz =I =dna T =ajejaa I114 jjnpuoO : a)e ea illd jjnpuoO T6°0 =aleaa(l aanleaadwa.L T6°p =eje as air4eiadwal luool= V 9T-lndlno7xewl V: T < ti #,`9E : i4ped palaauoo v 9T < V E AllraedwV paloauo 06ello l Ir�aaS- to OK =Ind4no7xew JT ST`on al el ilEi CiT# M 9T ST'CITE al .La ,. 06 OT# 9MV A OO=lndut-xew A CSE #Indu"`dw S ua-I aim9T 4U001S Eaux l OJI M 9T p lu l M L - ,QmOd A O ZE � 0640AIAJO A CI9�Z a6ellOA aor�raaS V DOSE a6p jeloS 41n:)jr) Inc4no V japaAul Maar tri f d nuT .s llea9. 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(ql ua�l«Z) (dwl) - dojpA XdSSZ-dgSD .aelo, uelpeuea T :alnpogq t il'S suarlelnal aCi a IoA iap Rl aeawpsell I FOR OFFICE USE ONLY Complete all information on BOTH skies of this form Installation of a grid-tied PV system, flush mounted o roof. .'1 KW Sq. FtJLF Stu's Gallons Amps Squares Other Re: Job 20141165: Mudgett — 8005092 - 3625 High Court, Wheat Ridge, CO 80033 Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by an audit team, from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and 2005 NDS • Ground Snow Load = 30 psf • Roof Dead Load= 5.7 psf (All MPs) • Basic Wind Speed = 1, 00 nipb Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call. APPROVED SuOied to Field Inspections Wheat Ridge it t.. Date-, 0A4 Signed1l; Plan Checker. 8 150 Sierra College Blvd Suite 150 — Roseville, CA 95661 — 916 61. 3960 — 916.9 1 : 3965'— SolarCity 3055 Clearview Way an Mateo, CA 94402 TEL: (650) 963 -5100, ext 5452 FAX: (650) 638-1029 If you have any questions on the above, do not hesitate to call. 1 of 14 8150 Sierra Nege Boulevard, Suite 150 # Roseville, (A 95661 # 916,961 ,3960 P * 91061.3965 * www.pzse.cotn ,. • DESIGN LOADING SNOW LOADING 4 MP1 RAFTER LOADING & LOAD COMBINATIONS S MP1 RAFTER ANALYSIS MP2 RAFTER LOADING & LOAD COMBINATIONS MP2 RAFTER ANALYSIS MP4 RAFTER LOADING & LOAD COMBINATIONS MP4 RAFTER ANALYSIS 10 WIND DATA & SEISMIC LOADING 11 WIND ANALYSIS 12 PV ANCHORAGE CALCULATIONS 14 DESIGN CRITERIA BUILDING CODE: 2006 INTERNATIONAL BUILDING ODE OCCUPANCY CATEGORY = 11 IMPORTANCE FACTOR 1.0 WIND SPEED = 100 EXPOSURE CATAGORY = C of 14 k Roof Pitch 6 in 12 Pitch Adjustment Factor 1 12 Rafter Triutory Area = 20.5 so ft Live Load = 18,0 psf (Note. Live loads cannot be placed on the photovoltaic panels.) PV Arra Cord[ c�ratlon. SNOW LOAD. Ground Snow Load 30 O psf " Roof Snow Load = 20.0 psf DEAD LOADS: PV Arra Cord[ c�ratlon. Total number of PV panels 20 panels PV Parcel Width = 383 inches PV Panel length = 64.5 inches PV Panels PV Panel Weight 2.61 psf Mounting System Weight = 0,42 psf (estimated 16 of panel weight) PV Array head Load = 102, psf Max tributory width to anchorage = 6,00 ft Max anchorage spacing along rafter = 5.83 ft Max trmbutory area to anchorage = 35.00 sq ft Bead Load, 0 - = is at each PV support connection to roof 2.50 psf 0.30 psf 130 psf 1.00 psf 5.1 psf Q ; .60 psf 53 psf EMMEMM PZSE, INC. - ;STALI RAL E INFER SNOW LOADING Ground Snowy load, Pg 30 psf Snow Exposure Factor, Ce 0.9 (ASCE 7.3.1., Table 7 -2) Snow Thermal Factor, Ct 1. (ASCE 7.3.2, Table 7 -3) Snow Importance Factor, 1 I_D (ASCE 7.33, Table 7 -4) Flat Roof Snow toad Pf Pf - 03 x Ce x Ct x I x p= 19 psf (ASCE 7 -1) Where pg �5 20 psf, Pf min = I x pg = N/A psf min snow load where pg > 20 psf, Pf min = 20 x I = 20 psf min snow load Therefore, Pf = 2 0 Psf Eloged Roo S nqw L oad ., loot S M MP1 RAFTER LOADING ING FABLE APPROVED Subjett to Field Inspec Wheat Ridge Suilding-Dept, ■ate � ■� J O E _ APPROVED Subjett to Field Inspec Wheat Ridge Suilding-Dept, a �U, Project ale: MUDGETT Project 20141165 7' S � L" Project lescr. STRUICTURAL r ENGINEERS C7escription ; MP9 RAFTe R CODE REFERENCES Calculations per NDS 2005, ISC 2006, CSC 2007, ASCE 7-05 hoax Down ; l + r5 De ffection ° ". 0.260 to patio - Load Combination Set : IBC 2006 Material Propertie Analysis Method : Allowable Stress [design Fb - Tension 875.0 psi E ' Modulus of Elasticity Load Combination 1130 2006 Fb - Compr 875,0 psi Ebend- x 1,400,0ksi Fc - NO 1,150.0 psi Eminbend - xx 510.0 ksi , Wood Species : Spruce _ Fine - Fir Fc - Perp 425.0 psi Wood Grade :loo. 1/No. 2 Fv Ft 135.O psi 450:0 psi Density 27,060pcf Beam Brarina Ream is Fully Braced as inst lateral- torsion bucklinQ -0.095 in Ratio = Repetitive Member Stress Increase mum Sending Stress Ratio Section used for this span fb : Actual F8 Allowable Load Combination A ctual Maximum Shear Stress Ratio Section used for this span Fv: Allowable L Combination Locati S pan # where maximum o ccurs 2x6 52.62 psi 15515 psi +D +S 9.155 It Span Maximum Deflectiotti n �`r� °" hoax Down ; l + r5 De ffection ° ". 0.260 to patio - 442 Max up rd L +Lr +S Deflection _0,057 in Ratio - 280 Max Down ward Total Deflection 0,445 in Ratio = 258 Max Up rd Total De e bop' -0.095 in Ratio = 168 ' s rkw�n u + s t i br `tl Forces Stresses fctr ra Cltflf3 tion LM4ximu d Carnf�lx ",� Max Stress Rabos ,_. t�9sxrsent Values Shear Values S "nt Length Span # #� � � d C r� Ci Cr m C t CL M fb Fb ' V fv ILL v Onty. w�w,� ...:,.,, . .. 4.rv, , , ,,, ,,, , , ;,,d.., , ,:« 0.00 0.00 0.00 {).00 Length = 0,6667 It 1 0.003 0,134 0.90 1.30 1,00 1.15 1.00 1,00 1.00 0,00 4.02 3177.31 0.09 16.30 121.50 Length = 9.563 It 2 0.493 0173 0.90 1,30 1.00 115 1,00 1,00 1,00 0.37 579,92 1177,31 0.12 21.06 321.50 +p+L+H 1,30 1,00 115 1,00 1,00 1,00 0,00 0.00 0,00 0,00 Length = 0.6667 It 1 0.003 0.121 3,00 1.30 32 115 1.00 3.00 3:00 0.00 02 1306,13 0.09 36.30 135.00 Length = 9,583 it 2 0.443 0.156 1.00 1.30 1.00 1.15 1.00 1,00 1.00 037 579.92 1308.13 0.12 21,06 135,00 +D+Lr+H 1,30 1,00 1,15 1.00 1,00 1,00 0.00 0.00 0,00 0.00 Length = 0.6667 it 1 0,010 0;098 1.25 130 1.00 1,15 1.00 1:00 3.00 0,01 16.72 1635,16 0.09 16.61 168.75 of 14 Applied Lo .`S#r rwce D{ au5 eukereu E odu r a� awzP wb L„v r~e(,ny,tl v arse rxa+ sass �, _ ............ . . .......... . __ ..e .,, .. . _,..... . .__,.,.. _ , Loads on all spans,., Uniform Load on ALL spans: D 0.01140, S = 0.040 klft Partial Length Uniform Load: Lr 0,0360 klft, Extent = GO _. >a 0.750 If Partial Length Uniform Load: Lr = 0.0360 kkf#t, Extent = 9.560 ->> 10150 If Point Load : C = 01060 k, Starting at 0.750 ft and placed every 5.830 ft thereafter P2 RAFTER LOADING TABLE g K I. A Halo T s . a C m I i n MrQ A is D 3a: D+ b: D + Lr 7: OW+ W (uplift) mm" 77, 77MMI g K I. A Halo T s . a C m I i n MrQ A is D 3a: D+ b: D + Lr 7: OW+ W (uplift) Project Title: MUDGETT Engineer: Project 101: 2094 1965 ., Project Descr: ` DE REFERENCES Calculations per NDS 2005, IBC 2006, CSC 2007, ASCE 7 -05 0.9891 Maximum Shear Stress Ratio = = 0 Load Combination Set : IBC 2006 0.368 : 1 Section used for this spars 2 Material Properties --- - ----- ..., Section used for this span 2 Analysis Method: Allowable Stress Design Fb Tendon 875.0 psi Modulus of Elasticity Load Combination 313C 2006 Fb - Cornpr 875.01 psi Ebend- xx 1,400.O ksl I~B : Allowable 1 Fe , Prtl 1,150,0 psi Erninbend - xx 510.0 ksi Mood Species Spruce - Fine - Fir Fc - Perp 425.0 psi Load Combination + Wood Grade ; No. 1ihc. 2 Fv 135.0 psi Ft 450.0 psi Density 27,060pcf Beam Bracing : Beam is Fully Braced against lateral - torsion buckling Location of maximum on span - Repetitive Member Stress Increase Span = 0.6667 ft Span = 11.583 ft Applied t o Service loads entered Load Factors will be applied for calculations, ....__..., . _ .....,.. . _�... ,�....,.,��.__. __. ,,., _.., ,. .��. Loads on all spans... Uniform Load on ALL spans: D=0.01140, = 0.040 klft Partial Length Uniform Load: Lr = 0:0360 klff, Extent = 0.0 _ - >> 0750 If Partial Length Uniform Load: Lr = 0:0360 kilt, Extent = 1670 -->> 12.250 ft Point Load ; L3 = 0.0530 k, Starting at: 3,670 ft and placed every 0,0 ft thereafter Maximum Sending stress Ratira - Combination Max Stress Ratios Moment Values Shear Values Load C _ m t Segment Length, Span , M V Cd C ry r 0r Cm C t CL 1 fb V fv v .... ...... ... ,_. _... __. _.. C Only 0.00 0 00 0.00 0,00 Length =0 667ft4 9 -0,003 '0.9t" .. 1,95 1,00 9,00 1.00 0.00 4.02 9177,01 010 18.24 221.50 Length = 11.583 It 2 0.374 0.150 0.90 9,30 1,00 2,15 12 1,00 1,00 0,28 440.37 1177,31 0.10 18,.24 221,50 +D+L+H 1,30 7.00 115 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 0,6667 It 1 0.003 0.135 1.00 130 7.00 1,15 1.00 1.00 1.00 0.00 02 130 &13 0,20 18.24 135.00 Length =11.583 It 2 0,337 0.335 1,00 130 1.00 115 1.00 1.00 1,00 0.28 4437 130813 010 18.24 135.00 +D+Lr+€i 1.30 1.00 1.15 1.00 1.00 00 0.00 0.00 0,00 0.00 Length - 0:8667 It 1 0.010 0132 1.25 1.30 1.00 1,15 1,00 1.00 1,00 0.01 16.72 1635.16 0.22 39.17 168.75 of 1 0.9891 Maximum Shear Stress Ratio = = 0 0.368 : 1 Section used for this spars 2 2x6 S Section used for this span 2 2x6 fb ; Actual 1 1,487.54 psi f fv : Actual _ _ 5 57.21 psi I~B : Allowable 1 1,04.4psi F Fv ; Allowable 1 155.25 psi Load Combination + +D +S+H L Load Combination + +C7 +S +f1 Location of maximum on span - 5 5.56511 L Location of maximum on span - - 0 0.667ft Span # where maximum occurs 5 5pan,,4Z w S Span # where maximum occurs - - S Span # 1 Max, Downward L +Lr+ r t qflec� 0 0,557 in R tisa = 2 249 Max Upward L+Lr+S deflection r rO.101 in R tso = 1 158 <180 (upward deflection does not control) Max:Downwar t 0 0.789 in Ratio = 1 176 Max Upward Total Deflection - -0.146 in Ratio = 1 108 <120 (upward deflection does not control) Maximum ore Stresses for LOad , INNI 11.58 1 24 1 11.1 MP4 RAFrER L(;A , No PV Panels 9f Uniform vat PV P�ne9s IM wm _ p p1 ��� u��u� �� l 4 0 u y N d I Project Title: MUDGETT Engineer: Project ID: 20141165 Project Descr: Calculations per NDS 2005, IBC 2006, C 2007, AS CE 7-05 Load Combination Set: IBC 2006 Material Properties Analysis Method: Allowable Stress Design Fb - Tension Load Combination IBC 2006 Fb - Compr 1, 150,0 psi Fc - PrIl Wood Species Spruce - Pine - Fir Fc - Fern Wood Grade No, 1/No. 2 Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsion buckling OMMOOMM OMMOWM 875.0 psi E 1 Modulus of Elasticity 875.0 psi Ebend-xx 1,400 Oksi 1, 150,0 psi Eminbend - xx 510.Oksi 425.0 psi 1,504.34psi 135.0 psi +D+S+H 450.0 psi Density 27.060pcf Span # where maximum occurs Repetitive Member Stress increase Maximum Deflection 42,03,60) Applied tad Service loads entered. Load Factors will be applied for calculations, -------- --- - -------- . ...... . __ .... Loads on all spans.,. Uniform Load on ALL spans : D 0,01 140, S = 0,040 ktft Partial Length Uniform Load: Lr=0,0360kift, Extent= 0.0-->> 2.170 ft Partial Length Uniform Load: Lr = 0.0360 k/ft, Extent = 10.830 -->> 11,580 ft Point Load D = 0A060 k, Starting at : 2.170 ft and placed every 5.750 ft thereafter 3ximurn Bending Stress Ratio 0.2921 Section used for this span 2x6 fla : Actual 439.03psi F8 � Allowable 1,504.34psi Load Combination +D+S+H Location of maximum on span &583ft Span # where maximum occurs Span # 2 Maximum Deflection 1,00 Max Downward Lt. Aaftection-,.- tOO Max Upward L+Lt+ -0,005 in Rafii Max Downward Total Defiecti&B VOR"'R A 0.024 in RaW k Max Upward Totalp�", Ratic 1,00 1,15 Load Combination Max Stn Rates Segment length Span # J Length = 0,6667 ft 1, 0,003 0. 122 010 1,30 1,00 1,15 1,00 Length = 5,583 It 2 0.175 0183 0,90 1,30 1,00 1,15 tOO Length = 5.333 If 3" 0,175" 0,183 490 130 1,00 1,15 1,00 +D+L+H 1177,31 0.12 22-26 121,50 1,30 IZ 1,15 1,00 Length = 0,6667 It 1 0.003 0,110 1,00 130 1,00 1.15 1,00 Length = 5.583 It 2 0,157 0.165 1,00 1,30 1,00 1,15 1.00 Length = 5,333 It 3 0,157 0,165 1.00 1,30 1:00 1.15 1,00 Maximum Shear Stress Ratio 0.280 :1 Section used for this span 2x6 tv Actual 43,40 psi Fv Allowable psi Load Combination +D+S+H Location of maximum on span 5,583ft Span # where maximum occurs Span # 2 I Shear Values V fv Fv moment vatues C i Cr Cat C t CL M b 0,00 0,00 (YOO 0,00 too 1,00 0:00 4,02 1177,31 0.08 14.85 121.50 1.00 1.00 013 205,91 1177,31 0, 12 2126 121,50 1,00 1,00 0,13 205,91 1177,31 0.12 22-26 121,50 1,00 1.00 ()rOO OD 0,00 0,00 1,00 1100 0,00 4,02 1308.13 0,08 1415 135,00 1,00 1.00 0,13 205,91 1308.13 0,12 22,26 135,00 1,00 1:00 0.13 205,91 1308,13 0,12 22,26 135,00 Basic Wind Speed, V = 100 mph 6.5.4 Directionality Factor, Kd = US 6.5.4,4 Importance Factor = 1.00 6.5.5 Surface Roughness Category C: 6.5.6.2 Exposure Category = C 6.5.63 Pressure Coefficient, Kz 0.87 6.5.6 (Table 6 -3, pg 79) Topographic Factor, Kzt = 1,00 6.5.7 Velocity Pressure, qz or qh 18.93 psf 6.5.10 Gust Effect Factor G or Gf = 0,85 6,5.8 SEjSIVIIC IIESIGt� p +CEl E 1,09 Height of Structure, hn = 9100 ft Reduncy Factor, p = 1.00 Occupancy Category It 1, li, ill or IV "fable 1 -1 Importance Factor w 10 "fable 11.5 -1 Mapped Acceleration Parameter, Ss = 0.125 g 11.4.1 and USGS reaps Mapped Acceleration Parameter, S1 = 0,057 g 11.4,1 and USGS reaps Site Classification = D 21.4.2 (Table 20.3 -1) Site Coefficient, Fa = 1.600 11.4.3 (Table 11.4 -1) Site Coefficient, Fv = 2.400 11.4,3 (Table 11,4 -2) Adjusted Max Spectral Response, Sms = 0360 g 11.43 , Adjusted Max Spectral Response, Srn1 = 0137 g 11.4.3 Design Spectral Acceleration Parameter, Ss = 0140 g 11.4.4 MCE response - Sds x 1.5 (11:4.6) Design Spectral Acceleration Parameter, Sd2 = 0.091 g 11.4,4 MCE response = Sd2 x 1.5 (11,4.6) Fundamental Period of Structure, Ta = 0104 12,8.2 (light framed buildings only) Constant Velocity Transition Period, Ts = 0,380 sec Short Period Seismic Design Category, 0.2 Sec = 8 Table 11.6 -2 (pg Short Period Seismic Design Category, 1,0 sec = 6 SEISMIC LOADING: PV LOADING Design Spectral Acceleration Parameter, Sds 0.240 g Section 11,4.4 Component amplification factor, ap 1.0 "Fable 13.6 -1 Component importance factor, 1p 1.0 Section 13.1.3 Component response factor, Rp 1.5 Table 13,6 -2 Attach Elev, z 9.00 it Roof Elev, h 9.00 it Total Weight of PV array, Wp 1049 lbs Fp = 0.4 ap(Sds)Wp[1 +2(z /h)]/ (Rp /lp) 0,192 *Wp Equation (13.3 -1) Fp max - 1.6 Sds(lp)Wp 0.384 *Wp Equation (13.3-2) Fp min = 0.3 Sds(lp)Wp 0.072 *Wp Equation (13.33) Fv = 0.2 Sds Wp 0,048 *Wp Plus or minus Fp mFi to = 0.192 *Wp Fv ,, - 0.048 *Wp FP a a = 0134 *Wp Fu A , o = 0,034 *Wp Section 13.1.7 (ASD 0.7*LRFD) Fp asD = 141 lbs Fu ASS Uplift = -35 lbs Fv AsD down = 35 lbs Inc PAGE: Surface G C PROJECT: MUDGETT CLIENT: SOLARCITY DESIGN BY: NC PZSE, INC, JOB NO, : 201 PATE _: 07116114 REVIEW BY: (-GC IT INPUT DATA 130 3.37 Exposure category (8, C or D) ------ Importance factor, pg 77, (0.87, 1.0 or 1.15) 1 = 140 Category ll 1 -0A4 -1,49 Basic wind speed (IBC Tab 1609.3.1V V = 100 mph 0,55 6,81 Topographic factor (Sec,6.5,7 ,2, Pit 26 & 45) K = I Flat . . -3 -0,45 Building height to eave h = 9 it . ....... ... Building height to ridge h = Is it 4T Building length L = 36 If -2.65 3 Building width B = 24,5 It -11,64 -499 Effective area of components A = 17.6 W' Roof an lie 0 = 0.00 DESIGN SUMMARY -0.39 _1061 Max horizontal force normal to building length, L, face 7,04 kips Net Pressure with Max horizontal force nor to building length, 8, face 416 kips IE O73 Max total horizontal torsional load 30.36 ft -kips 16.89 (+GC, C.: E E Max lots 14�61 2E -0.25 _&0I -1,35 ANALYSIS 2,6W -16.46 yw9sb_RWAM ci = 040256 Kip K K V I&SO Pat -0,59 -14,29 vvhere:: q = velocity pressure at an roof height, h, (Eq. 6-15, page 27) K = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case I .pq 79) OAS 4E -0.54 K = wind directionality factor. (Tab, 6-4, for building, page 80) 0 85 -6�x h = an roof height IZOO it 5 * 60 ft, [Satisfactory) -11 65 -4,99 * Min (L, 8), [Satisfactory] 499 Desion pressures fgr MWERa -0.45 p = ct [(G C )-(G C )) where: p = pressure in appropriate zone, (Eq. 6-18, page 28). p = 10 p (Sec. 6.1 AT & 6.1,42) G C,, product of gust effect factor and external pressure coefficient, see table below, (Fig, 6-10, page 53 & 54) G Cr i = product of gust effect factor and internal pressure coefficient(Fig, 6-5, Enclosed Building, page 47) 0.18 or -0116 a = width of edge strips, Fig 6-10, note 9, page 54, MAX( MIN(0.18, 0Ah), 0,048,3) = 100 It r m wt 2 3F _4 6- pfft—, KIKRENU, C, RN o, 'Zr"tO4, Transverse Direction Longitudinal Direction Surface G C Net Pressure with (+GC, (-GC IT 0,55 130 3.37 2T -0A4 -1,49 1 0,55 6,81 13A 3T -0,45 -2.91 -1,25 4T -039 -2.65 3 _0A5 -11,64 -499 Roof an lie 0 = 0.00 4 -0.39 _1061 -195 Net Pressure with -2,03 IE O73 10,23 16.89 (+GC, C.: E E C j ) N 14�61 2E -0.25 _&0I -1,35 1,02 2,6W -16.46 3E -0,59 -14,29 11 -7, �6,47 4E -0.54 -13,36 -6�x -4.62 5 -0A5 -11 65 -4,99 499 6 -0.45 -4.99 4,99 r m wt 2 3F _4 6- pfft—, KIKRENU, C, RN o, 'Zr"tO4, Transverse Direction Longitudinal Direction 2T 1 -001 1 -4,02 2 3T -0,37 -2.54 1 88 1 AT _n A .217 -0.51 1 M 4E, tt - -it . ......... REFEM"W" CORIER AID IMMU COMM "" WIND 011 AtIN 01.5 I Transverse Direction Longifucilnol Direction jqLsiqtjqk,_, Ladd„ Coses Surface G C Net Pressure with (+GC, (-GC IT 0,55 130 3.37 2T -0A4 -1,49 0A8 3T -0,45 -2.91 -1,25 4T -039 -2.65 -0-99 Roof an lie 0 = 0.00 Surface Net Pressure with G C, (+GC, C.: E E C j ) N I IT 0,40 1,02 2,6W 2T 1 -001 1 -4,02 2 3T -0,37 -2.54 1 88 1 AT _n A .217 -0.51 1 M 4E, tt - -it . ......... REFEM"W" CORIER AID IMMU COMM "" WIND 011 AtIN 01.5 I Transverse Direction Longifucilnol Direction jqLsiqtjqk,_, Ladd„ Coses -.. 1,3 7 IE 046 091 8 13 3T 239 0 a s a ^ hSA#AI #ixi4. Des ign 1E 63 050 8 2E 117 -210 7 4T 147 -0,32 Le far tzar n # kr}. . rF ere,. p = pressure on component. (Eq. 6 -24 pg 8) x ,0a i r prrrin . w psfi {. 6.1.4.x, p� �°�) C C eti = external pressure icient, vVast _? _s m,? �.� s .?e3 see table below. (pig. -11, page —58) Roof Roof I-M, x 3 3 360 - -3167 E 0191 2E 82 4 3E 82 4E 54 -.. 1,3 7 IE 046 091 8 13 3T 239 0 a s a ^ hSA#AI #ixi4. Des ign 1E 63 050 8 2E 117 -210 7 4T 147 -0,32 Le far tzar n # kr}. . rF ere,. p = pressure on component. (Eq. 6 -24 pg 8) x ,0a i r prrrin . w psfi {. 6.1.4.x, p� �°�) C C eti = external pressure icient, vVast _? _s m,? �.� s .?e3 see table below. (pig. -11, page —58) Roof Roof I-M, x 3 3 360 - -3167 117 - -2,70 1,3 7 IE 046 091 8 13 3T 239 0 a s a ^ hSA#AI #ixi4. Des ign 1E 63 050 8 2E 117 -210 7 4T 147 -0,32 Le far tzar n # kr}. . rF ere,. p = pressure on component. (Eq. 6 -24 pg 8) x ,0a i r prrrin . w psfi {. 6.1.4.x, p� �°�) C C eti = external pressure icient, vVast _? _s m,? �.� s .?e3 see table below. (pig. -11, page —58) Roof Roof I-M, x ^ hSA#AI #ixi4. Des ign 1E 63 050 8 2E 117 -210 7 4T 147 -0,32 Le far tzar n # kr}. . rF ere,. p = pressure on component. (Eq. 6 -24 pg 8) x ,0a i r prrrin . w psfi {. 6.1.4.x, p� �°�) C C eti = external pressure icient, vVast _? _s m,? �.� s .?e3 see table below. (pig. -11, page —58) Roof Roof I-M, x Le far tzar n # kr}. . rF ere,. p = pressure on component. (Eq. 6 -24 pg 8) x ,0a i r prrrin . w psfi {. 6.1.4.x, p� �°�) C C eti = external pressure icient, vVast _? _s m,? �.� s .?e3 see table below. (pig. -11, page —58) Roof Roof I-M, x I-M, x x PV P ANEL U PU C ••.... 2 006 IBC, ASCE ii 0: WIND FORCE DISTRIBUTION C Uplift, Data from ASCE 7-05 Calculations: •. ul Diane ter of Lag Screw = 5'16 inch Length of Lag Screw = 3 inch Minimum embedment = 2;5 inch Withdrawal capacity = 266 lbs per inch of embedment Screws per cone, point = 1 Zone 3 uplift = -48.72 psf 4€Jti(iE`G:I#C7 #i 1145 #li Yt#FUS: Negative Diane ter of Lag Screw = 5'16 inch Length of Lag Screw = 3 inch Minimum embedment = 2;5 inch Withdrawal capacity = 266 lbs per inch of embedment Screws per cone, point = 1 Load duration factor, Cd = 1.60 Lag Screw Capacity = 1064 lbs sCtpVe Negative Connection Capacity = loo. screws er conn. x screw capacity Connection Capacity = 1064 lbs Demand 1 Capacity Ratio - 1064 lbs = 0,742 < 10, Therefore, CK IMISOMEM. 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LOCATE RAFTER„ MARK HOLE ( LOCATION, AND DRILL PILOT RED HOLE, (�� 0.R.* �80 RAFTER C.1 2x6V 24" OC 2X6 @16" OC P ITCH STORIES: 1 ARRAY AZI t al PITCH 26 Comp Shingle ZEP ;11 • MO ZE FL C rN! r r � I X u�l u • INSTALLATION ORDER � I �� � M1 rO,+il LOCATE RAFTER„ MARK HOLE ( LOCATION, AND DRILL PILOT (G) HOLE, (�� RAFTER cj 6 2x @ 24" OC r @16 OC E PILQT HC IL.E WITH PETHANE SEALANT. ( ( INSERT FLASHING, (4) PLACE MOUNT, } (1 ) U ( (S, INSTALL. LAG BOLT WITH (S / LOWEST A I A H R. MODULE ; SUBSEQUENT MODULES () INSTALL L I E 11 V I ELING FOOT WITH BOLT & WASHER r r � I X u�l u • `«� i . � I �� � M1 rO,+il ■ I 1 I I : p�j l ST AGGERE D RAFTER cj 6 2x @ 24" OC r @16 OC RO OF A ZI 27 0 P ITC H r k ARRAY AZI 270 P ITCH Shing r € � e Signed, Plan d 1 a PV 3 7/3/2014 Z r r ! As •��el�l�- ��r"' UNDISTURBED SOIL a "...��W .._�.,__._._.m... °cull III i♦ n111 r . hdR� TID a Rl �dAk* I UQ IAf �I III y � 11 * i n- e z — sn — VO00 93 S , °` . w i d d ..» ' a R 4 . x v �<✓w is N 0 ar IV3HM it i i i i Ad MA M'.. i t ,�� w w i i zw • # i ii i ii � ye w 44n Ki i l I� III.. � "III �I�I �II rl v w�l 'VC�ggq; I ^i U iY I�u i ilr ��� .._�.,__._._.m... °cull III i♦ n111 r . hdR� TID a Rl �dAk* I UQ IAf �I III y � 11 * i t 1 dl a ��f' 3( inT MI i� IF ■ I � �! - �l I� it I! M Y Psi � A MillETIMIR GROUND SPECS WAIN PANEL SPECS GENERAL NC7TE5 < INVERTER SPE MODULESPECS LICENSE B , (N) GEC TO (E) WATER PIPE AT Panel Number. Meter Number. Inv I: DC Ungrounded INV 1 (� ) SQI.AREDGE A —US — —U EL ° (20) CANADIAN AR C56P-25'?C 255 Frame, MC4. ZEP Enabled E EC 8041 PANEL WITH IRREVERS38LEE CRIMP 45400216 Inverter; W, 24OV, 97.57„ w /Unifed Disco and ZB, AFCI PV Module; 234ZW PTC, Block Overhead Service Entrance INV 2 Vac. 37.4 Vpmox. 30,2 INV 3 Isc AND Imp ARE SHOW IN THE DC STRINGS IDENTIFIER (E) 125A MAIN SERVICE PANEL SolarCit Multiple Main Breakers (6 or fewer) Inverter (E) WIRING MILBANK CUTLER— HAMMER CUTLER—HAMMER (1) ++ Kit 314' EMT A T Meter et Disconnect Disconnect 5 SOLARED E 1 5trints7otEtk� s z SE5 A— US —ZB_(J Li PCC } L2 r s A N 3QA /2P A .. ,.,�,.. _ ... �. _ ..._ ..a ..e _ _ _ _ _ _ _ GE Cd _ � N DC, t SS rg {s} Of 12 On MP 4 _ _ _ _ _ _ _ sac SQUARE D Disconnect N } 8 ',f UNDERGROUND TRENCH { 1) Conduit Kit; I* PVC. Sch 40 CEC TO 120/240V ° SING PHASE UTILITY SERVICE i SUbjectto Field Inspections F Dat e , ____ Ridge Building Dept,. I Plan ch ecker Vac* MAX VC AT MIN TEMP �1 { 1) 130 PY BA O BREAKER w; 30Al2P, 2 *�+ C (I) NK # U I- XL -5T9 Metes; 2 R' { 1) D 3036160 O" ct; 600V, A 3R (2 )Sot "t �I 4 S ,XINCTI{IN BOX 2x2 ST DC (3) K4 T l -S e Top ConneCtor , 1 #12 - 1/0 AWG Y (20) P 2NA41N H4, OC to ZEP ()CU11ER 1 , _y MA act 240 a NE 413 Moroi Duty (DG) I ' ) (1) AWG #M THWN -2, Sock (1)At 10. TH -Z Red (1 AWG #10, THIIN -2, Block (I)AWG #10, TH N -2. Red voc* _ 500 VDC IsC -15 ADC (2) AWG #10, PV WRE, VtaC _. 500 V Isc 15 ADC Vmp 350 VDC imp= $.63 ADC (I)AWG 10, � e C E Vrnp 350 VDC Imp= 5,75 ADC `- ✓ (1)AWG #I0, - White NEUTRAL Vmp =240 VAC imp= 20,83AAC (i)AWC #10, TH[WN - Green EGG (1) AWG ,. TH 2,. Green E f t ° (1) : dgit Kit: 314` EMT . �� � (I) AWG #10, TFt -2, Block (I)AWG FO, T NM -2. Red voc* VDC I = 15 ADC �� { 2 } AAG #t0, PV Vac* = 500 VDC Tsc = 25 ADC Vmp 350 VDC Imp= 5.75 ADC # T } (1)AWG #10, Sold e4re Copw EGC Vmp = 350 VDC Imp= 8,63 ADC (I )AWG #10, THWN -2, Green EGG / DEWTM n g r� UOGETT RESIDENCE _ Jack F aulkner ` CONTAINE TI SH NOT BE USED FOR THE Ems} (� (� J - 8005092 0 Own: g� �10GETT JEREMY ' T Or AN EXCEPT TY INC,. NOR SHALL IT O IN OR Comp Mount T e 3825 HIGH I CT 5. 1 K PV ARRAY •i� 4 PART wA MAT RIDGE, CO 80033 T1dXV EXCEPT 91 C WITH 7W SALE ANO USE OF INE RESPECTIYE (C) CANADIAN SOLAR # CS P— 55PX T., DATE: 3M CWON** Way Mel ee , GA 2 SOLARCITY E T, WITHOUT THE TTEN PERMISSION OF TY INC, SOLAREDGE SE50 CA —US— E -u 2872577395 PAGE THREE LINE DIAGRAM I PV 5 7/3/2014 1 T.(650) 638 -1028 x.(650) 1029 ()- - OTY (765-2489) wwsolorc s r SolarCity SleekMountTM - C The Solar City Sleek Mount hardware solution is optimized to achieve superior strength and aesthetics while minirnizing roof disruption and labor, The elimination of visible rail ends and mounting clarnics, combined with the addition of array trim and a lower profile all contribute to a more visually appeafing system, Sleek Mount utilizes Zap Compatible' modules with strengthened frames that attach directly to Zap Solar standoffs, effectiveiy eliminating the need for rail and reducing the number, of standoffs required, In addition, composition shingles are not required to be cut for this systern, allowing for minimal roof disturbance, * Utikzes Zap SoEar hardware and UL 1703 hated Zen Compatiblerl modules * interlock and grounding devices n system UL sssted to UL 2703 * Interlock and Ground Zen ETL ksted to UL 1703 as "Groundmg and Banding System " * Ground Zep UL. and ETL I)sted to UL 467 as grounding device Pamted ga ivanized ,vater proof flashmg Anodised components for corrosion resistance Applicable for vent spannmg fUnctions SolarColty January 2013 Drik Not Ho�e of Proper Diameter for Fastener Size Per NDS Secfion 1 1,32 I# 1 Seai piior ho re with roofing semi ant insert Comic Mount fl ashing under upper �ayer of shmg;e #tk Piece Comp toount centered Capon flashing w instaii rag pursuant to NDS Section 11, 1 3 withs,ealrng washer, Secure LeveNrig Foot to the Cornp Mount usmg machine Screw I*& Pi aces modwe I Signed: Plan checker . .. . ....... .... ele(l 10 %eu j poodspu,m 4 "dtZ oiedwoo tION 10 LION slopauuo') amoo All K AZ of At K r44 66 ---------------- I X0 8 V�z 9 T 9 V611'.0 elB pejadwal tuwZC moom,4 AS iZ AS LZ A4 LT AC AZ'IZ 4- -- ---- 14MOM mm M:96 mw i AaltYdti s6ulmej(] 614!joeu!6u3 2,, k o wnmadwoi €to�, pup L AV 3 o w 1 -1-00Z ol,-I-Ooot JO qou8!pejj! > -. ----------- Ue WOJJ AOUOP03 40 O�nPOW %5'96+ 'IUOWUOJ} AU9 uoqvipeu mo! le aauew4ojjq(d §u!peal AjIsnput .. . ....... 7f M W66 �T(5 jU - RU6 7 6 - — ---------- O*UeIPOJJI MOI IV $*UeWJOJOd ------ %sm %vm uz st� %Z6 V€ 4669 Ns OzTqtl-- l!La!,Odw9lH00 6WMJOO,QlOUMOW voo 6 vie 8 t t & , vwq vo At Z, AZ LE Al GC RC z6 � fl69p ---------- ------ t ........ ........ 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RE 000E ; . ix i asnh��: -,V tuu,UMN ASN' ,` S(I'VO4x`0013S (I'V0 90S 4; 544 - ooms sn -v pons ml osegd GIBUtS �Il I � eMw �r iN� �III� .;''•;7€z. ,t,A " ,N9�•s3re i �.`di> ?zfmz t. a,. ,.-C+Cd :'@V „t7 h� 'z, n:,;t,.iC'irzii aK 1, 170 6NV 'eaep apes4? anUaAa.a — 4euot4do — uo4e64eisw aalse$ jol tppmS d a;eS G/.)v pa4gwasse -aj uotlelpelsus juu u4 pue joopino ssalaAm JO IaWNU 49nOJ4 uO43auuO3 l usalu4 4 f 1 t i CITY OF WHEAT RIDGE Building Inspection Division a f (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: _Fi zi�L .Ezo Job Address: 365 cT Permit Number: i �ioao APPP o. f) i ❑ No one available for inspection: Time r'SS A PM Re- Inspection required: Yes _ ' When corrections have been made, caii for re inspection at 303 Date: Inspecto DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT 101020 PERMIT NO: 101020" `'ISSUED:. 04/22/2010 JOB ADDRESS:: 3625 HIGH CT EXPIRES: :10/19/2010 DESCRIPTION: Reroof 24 sgs,with 30 'yr dim. shingles * ** `CONTACTS * ** owner 303/940-4935 Tracy Gregory sub 303/4G3-5452 Shannon Seale 09-0465 Master Built Construction ** 'PARCEL INFO ** ZONE : CODE: UA USE: UA SUBDIVISION: UA 1 <BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: : - 00 - FEES Permit Fee 162.90 Total Valuation .00 Use 'Tax 108.00 Fa * *:TOTAL ** :270.90 Conditions:': 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 : rcn„ir,1 r,r4, to n` ---4 -- M;A, --- i ;-- .,.. ,---4 ,-va ..— - --,,., f.^.: Contractor shall i;provide ` ladder -:for inspections.": .e; that I have read and agree to abide by all conditions printe )r compliance with the Wheat Ridge Building Code ((I.B.C) and all us permit. Plans subject to field inspection. 5 -7 -ZO date date 3 :BUILDING OFFICE: (303)2.35-2855' - TESS DAY FOR INSPECTION THE .'FOLLOWING BUSINESS DAY. Apr,22, 2010 9:37AM FIRST ENERGY City Df Wheat Ridge BU[Iding Division a'' m tit 7500 W" 29 Ave., Wheat Ridge, CO 80033 Office; 303 235 - 2855 ` Fax: 303 - 235 - 2857 Inspection Line: 303 - 234 -5933 Building Permit Application Property Addres Property Owner Mailing Address: - Address— ._.. City, State, Zip: Contractor: it 5443 P. 5 Date: Plan #: Permit #, Contractor License Phone: Sub' Contractors; an City License #: Plurrl Comp bing City License #: Mechanical City License #; Company: Company Company: Exp. Date: Exp- Date: Approval; Approval: Exp. Date: Approval: - Use of space (description): -- Construction Val e: $ DeSOnptjOr] of WO —` fes Calculated Peltheaul /tlinp Va /uafiop pa[a sheet) r'L - r c3v ` I repe�i� a Plan Review (due at Ume Ofsubmf(t o, 5 c <- V .r2/�h %kFn 3�yn P /�H�.4Q /OK/ Sq, FLIL.Ft added; Squares BTU's Gallons ,amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and rules or regulations of the City of Wheat Ridge or covenants, aasementa or restrictions of recor allegations made are accurate; that I have read and agree to abide by all conditions printe responsibiiity for compliance with the Wheat Ridgge Building Code (I.e.C) and all other b'. under this permit. Plans subject to field Inspection. C/RCCEOAIE:: (OWNER) (CONTRACTOR) or PERSONALREPRE PRINT NAME: !Ai'/irRoH d'F!/." o �.. SIGNATURE: ZONING CDMMaNTB: Zoning: Reviewer: PUa41C WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: of violate applicable ordinances, that all measurements shown, and s application and that I assume full Wnsat Ridge Ordlnances, for work ( CONTRATOR) OCCUPANCY FIRE DEPARTMENT:: 0 approved w / Comments 0dlsapprovad ❑ no review required rDIdq Valuation: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17279 Date: 6/25/2004 Property Owner: GREGORY, JASON Property Address: 3625 HIGH CT Contractor License No.: 17529 Company: Alsco Cardinal Home Improvement Phone: 940-4935 Phone: 777-3444 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 rasponsi .' ~o pliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat ge r 'na s~rork under this permit. (OWNER)(CONTRACTOR) SIGNECl <' ',t- DAT~O:tv~ Total: $1,700.00 $78.19 $0.00 $20.40 $98.59 Use: Description: 6- VINYL REPLACEMENT WINDOWS (NO STRUCTURAL CHANGES) 6? BUILDING DEPARTMENT USE ONLY tQlll!lfCQ~ Approval: Zoning: P.~-C~ Approval: CR !1,illll!jijjol"~~; Approval: Occupancy: SIC: Sq. Ft.: BEDROOM WINDOWS MUST MEET EGRESS 97 UBC. 6/25/04 Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in YOPUf application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issu ermit f drawings and speCifications shall not be construed to be a permit for, nor an approval of, any violation of the p 0 codes or any other dinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. FORM (M) 414-02- '" puaLlc'sERVICE COMPANY OF COLORADO }J 120839 :)bdS //Ie;' c/- 1~OO~~ FLOOR - I APT. NO. 6::l '/'I":t:: I"" ,CUSTOMEAf"AME(PRINT) V k ACTION TAKEN , );11') r~;pl r<> 1l?1-P 0 NO SHUT OFF OWNER 0 l' TENANT 0 I AGENT 0 \ OTHER 0 SPECIFY 0 APPLIANCE OFF ) 0 BOTH APPL. & METER OFF 0 METER SHUT OFF - HAZARD - .- CONDIllON To BE CORRECTED AS SHOWN BELOW CREATES AN IMMEOIATE HAZARO. THIS EQUIPMENT MUST NOT BE PUT BACK IN SERVICE UNTIL REPAIRS ANO A THOROUGH INSPECTIOtl HAVE BEEN MAOE BY A QUAUAED CONTRACTOR. CONTACT YOUR LOCAL BUILDING OEPARTMENT FOR COOE AND PERMIT REQUIREMENTS PRioR TO PERFORMING REPAIR WORK. NAMEANDTYPEOFAPPL~CE /d~/~{-f7 , CO:/:TQ.BECORRECT<;J1 U?f7'6 .,~-' J- / /- 'd, // ~ .s-~t 6,- ,,' ~ ,,};1J, ,XC" ,-~..c:'Z7c:c// "cr/ g <:::: //-:,,~.-/f:f7 a, I cPJ24ll 0t~ff/~,.~f:;Yf;J /;;'ie:id'~i! ?/-Z~ ~"!'d;#d'i.Af;/#,{.:;fj? ///1-#/ FOR FURTHER INFORMATION. PHONE: 6;2 J /;2-] </ TAGGED BY ~Myr J' () /V/ D~,,;f //o,y CUSTO~Efl i.,OCCUPANT SIGNATURA TlME.._ --r 5 1-)// DATe.... / j'~ h </ //0 C;:>/J P 'V'J/l-P '0"- 'I . U ') //~. .!- RELATIONSHIP OF OCCUPANT TO CUSTOMER . ----~_._...--~"----- u_...__._____ ,AD ACTION TAKEN NO SHUT OFF SPECIFY APPLIANCE OFF BOTH APPL. & METER OFF METER SHUT OFF _ HAZARD - (6-z1 ~~ CDNOtTIOO TO BE CORRECTEO AS SHOWN BELOW CREATES AN IIIMEOtATE HAZARO. THIS EQUIPMENT MUST ~ Pur BACK IN SERVICE UNTlL REPAIRS ANO A THOROUGH INSPECTION HAVE BEEN MADE BY A QUAUAEO CONTRACTOR. CONTACT YOUR LOCAL BUILDING DEPARTMENT FoR CODE ANO PERMIT REQUIREMENTS PRIOR TO PERFOtlMlNG REPAIR WOflK. PUBLIC SERVICE COMPANY OF COLORADO APT. NO. :FORM (M) 414-02- TIME ",,1' ~uSTOME,.r.OCCUMNT SIO,TlJRE hi., /11..--' '.J.... i.> <>.-; 7,1 (;:- -ie_$- :.LATlONSl-IlP OF OCCUPANT TO CUSTOMER --"--"._.~,..,--.._.__......-..._~.- . ~'.h[4r." ~ , ~ 0 ~ g CO[CRp..CP DEPARTMENT OF PLA,'iNL'IG A.l'lD DEVELOP:\!E:'iT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATION Building Permit Number: Date: Property Owner: GRt.:10(~ J ~JA'Oo0 Property Address: yfJ fl.Jh ~I-. Contractor License No.: 17.5.9'1. Company; !31 $Cf) {' AnO.\iJAL OWNEIlJCONTRACroR SIGNATURE OF UNDERSTANDING AND AGREEMENT (30'::>)0.10.1 i ".<' ,- Phone: \ ""\ -. I <.,)0 (3:::>3) Phone: 777-.~4L/l.{ I hereby certify that the setback distances proposed by. this permit application are . accurate, and do not violate applicable ordinances, rules or regulations aCthe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to' abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Building Code (V.B.G) and all other applicable Wheat Ridge Ordinances, for work under this permit Construction Value: Permit Fee: Plan Review Fee: Use Tax: TotaVI 17CO 7'3. I '1 (OWNEIQ<C~~~~;)GNED DeSCriP~on;-~- 'VIOL (k<1:Jl.4C<<.,Y1.e.Jt W',Q\C'''Lus. . _ I Ci20 'S+I{LJUIUJL CJfA^-?Je,~) ,''in. '-lO .<6_51 DATE BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: ~/ ""CJ w.. vel ;lAd~~ ~ust tM::rl.- tJ, f4LV ~-2.-~-l:>'1 OJVC5CS 77 tlBe., PUBLIC WORKS COMMENTS: Approval: Occupancy: 12-3 Walls: Roof: Stories: Residential Units: - Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: . Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws oillie State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within. sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. . (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnallyrequired. provided no changes !lave been or will be made in the original plans and specifications and any suspension or abandomnenthas not exceeded one (1) year. If changes have been or ifsuspen.sion or abandonment exceeds 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 natural flow ofwater causing a drainage problem. (5) Contractor shall D.otify theBuilding !nspectortwenty.four (24) hours in advance for all inspectioIlS and shall receive written approval 00. inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of dra . gs and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions bui odes or any 0 ance, law, rule or regulation. ,...., ....., ') > 8 o . a ~ ~ , < ~ . . ~ ~ ~ ~ ~ ~ () "'... '" "'~ "''''~ '" ... '" '" ~ 0 <0 '" .... "'''' ... '" '" ~ c: en r. c III - I....- ,r- a ~ 0 ~ 0 3 0 \ g lD :'ii ii1 ~ t ~ ~ Cjl ci' Z ~ c. r" ~ t- ::J .. 0 , f f\ 3 ~ ~ lD ~ ~ ~ (: n: i~ V Direction ~ ~ ~:( ..0 ~ ~~ to- Window Code 5 . t l ~.~ ,..., il Window Type ~ , 1'--_ 1" I\,. i; "" Sf:-. ~ 'T1 '2 Color Code :;. ..,.) /' , ^ A=Alumax Window ~ C:Cardinal Window Co .... 5=9000 Window Z. [f n . ;;J ~ ~~ ~~ ~~ ~ ~ ~ ~ '" S!o :c -t, Overall '- ~ ,J\ !.l\.I\ ;;;;~ ~ ~ '" Dimension 0 ~t '" C' '" <5' )> -t .<i' "" i! c. a. ~;: iil ..c.~ if ~ FF=Full Fiberglass ~ r.; ~ Y..F=% Fiberglass J:\ , " '-, FA=Full Alum E l::lI -n %A=% Aluminum ::> G"" "'lJ "- X"" - ;" ~ low E Glass 1;; v'\ . .;) B Frosted/Obscured ~ +- ~ Glass ...0 ~ Bronze . Gre~ ~ Tempered G ass () "" Muntin Bars 0 ~ - Colonial. Diamond,,~ , Mulled Unit 8- t l~ L>' AlannfRec ~'I t~ c:I [1 1 0 'It {f g ~ l'o , I::J ~ '\l n ~-CJ\ ~ 0 0 3 '!-' 3 1:' IV. it' l 0 ~ v. 'i- "" ) .. ;;l~ " 0 a. 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