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Home My WebLink About3304 Zephyr CourtCity of Wheat Ridge Residential Solar PERMIT - 201709131 PERMIT NO: 201709131 ISSUED: 11/28/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 11/28/2018 JOB DESCRIPTION: Residential Solar install of roof mount, flush mount grid tied 5.13 kw solar PV system with structural upgrades. *** CONTACTS *** OWNER (720)219-2033 DEVAN MEDELAINE SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,593.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. '''ms 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 ±he legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include al[ entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o,,p6ief Bding Official Date REQUESTS MUST BE MADE BY 11359PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1675:t2.5[65.94±0.11 i 28[1.11 910[35.81 382.5[5.051 A. w i. i ❑ 900 (35] 0 " 11±0.2 [0.43±0.81 8 _ 20.510.5 ' [0.78±0.081nsn 1 ,00[471 - _ M i r 1 ac P 51 Nominal Power-PMpp(Wp) 206 210 214 218 223 Nominal PowerVoltage-VMPP(V) 29.2 118 [1.51 29.8 30.0 Nominal PowerCurrent- IMpp(A) 7.07 7.15 7.24 7.32 7.43 Measurements in mm (inj 35.6 35.8 36.0 36.2 Short Circuit Current -l,c(A) 7.52 7.59 7.68 7.75 7.85 ELECTRICAL DATA @ STC 1 m/s, ambient temperature 20"C). and can be followed bythe suffix BLK for black framed modules. Product Code*: RECxxxTP2 Nominal Power- PMpp(Wp) 275 280 285 290 295 Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/-F5 0/+5 Nominal Power Voltage-VMPP(V) 31.5 31.7 31.9 32.1 32.3 Nominal Power Current -1,,,(A) 8.74 8.84 8.95 9.05 9.14 Open Circuit Voltage-Voc(V) 38.2 38.4 38.6 38.8 39.0 Short Circuit Current- Isc (A) 9.52 9.61 9.66 9.71 9.76 Panel Efficiency(%) 16.5 16.8 17.1 17.4 17.7 Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/mO, cell temperature 2S'C). At low irradiance of 200 W/m2 (AMU and cell temperature 25"C) at least 95%of the STC module efficiency will be achieved. Were xxx indicates the nominal power class (P_) at STC above, and can be followed by the suffix BLKforblack framed modules. Nominal Power-PMpp(Wp) 206 210 214 218 223 Nominal PowerVoltage-VMPP(V) 29.2 29.4 29.6 29.8 30.0 Nominal PowerCurrent- IMpp(A) 7.07 7.15 7.24 7.32 7.43 Open Circuit Voltage-Voc(V) 35.4 35.6 35.8 36.0 36.2 Short Circuit Current -l,c(A) 7.52 7.59 7.68 7.75 7.85 Nominal operating cell temperature NOCT (800 W/m', AM 15, windspeed *Where xxx indicates the nominal power class (P_) at STC above, 1 m/s, ambient temperature 20"C). and can be followed bythe suffix BLK for black framed modules. Q FE -11 UVE c � I us UL1703, Fire classification Type 2; IEC 61215, IEC 61730, IEC 61701 (Salt Mist- severity level 6), IEC 62804 (PID Free), IEC 62716 (Ammonia Resistance), ISO 1192S-2 (Ignitability Class 1), UNI 8457/9174 (Class A), ISO 90012015, ISO 14001, OHSAS 18001 10 year product warranty 25 year linear power output warranty (max. degression in performance of 0.7% p.a. from 97% after the first year) See warranty conditions for furthe r details. EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY US IMPORT DUTY FREE TEMPERATURE RATINGS Nominal operating cell temperature(NOCT) 44.6°C(±2°C) Temperature coefficient ofP�,, -0.36%/°C Temperature coefficient of V,, -0.30%/-C Temperature coefficient of Isc 0.066%/'C Cell type: 6 strings of 20 REC HC multicrystaIline PERC Glass: 0.13" (3.2 mm) solar glass with anti -reflective surface treatment Backsheet Highly resistant polyester polyolefin construction Frame: Anodized aluminum (Available in silver or black) Junction box: IP67 rated, 3 -part with 3 bypass diodes 12AWG (4 mm2) PV wire, 35" +47" (0.9 m+1.2 m) Connectors: Staubli MC4 PV-KBT4/PV-KST4, 12 AWG (4 mm2) Origins: Silicom Made in USA & Norway Wafer/Cell/Module: Made in Singapore MAXIMUM RATINGS Operational temperature: -40...+185°F(-40 +85°C) Maximum system voltage. 1000V Design Loads: (+) 75.2lbs/ft2 (3600 Pa) (-) 33.4 lbs/ft2 (1600 Pa) Refer to installation manual Max series fuse rating: 20A Max reverse current 20A MECHANICAL DATA u; o LL Dimensions: 65.9x39.25x1.S(1675x997x38mm) Area: 17.98ft2(1.67m2) 9 Weight: 40,8 lbs (18.5 kg) Z Note! Specifications subject to change without notice. xi R`` www.recgroup.com SERIES PREMIUM SOLAR PANELS 100% MADE IN SINGAPORE REC TwinPeak 2 Series solar Panels feature an innovative design with high panel efficiency and Power output, ena)ling customers to get the most out of the space used for the installation. Combined with industry-leading product quality and the reliability of a strong and established European brand, REC TwinPeak 2 panels are ideal for residential and commercial rooftops worldwide. INTEGRATED MANUFACTURING SINGAPORE Technical Specification Model Energy Source DC Values Max usable input current per MPPT (Amps) Max Short Circuit Current (Amos) Start-up Voltage (Volts) Max Voltage (Volts) Operating MPPT Voltage Range (Volts) Full Power MPPT Voltage Range (Volts) Max Power per MPPT 'Watts) Number of MPPT Inputs per MPPT AC Values[240Vac) Operating Voltage Range (Volts) Operating Frequency Ranqe (Hertz) Ambient Operating Temperature Range (Celsius and Fahrenheit Ambient Humidity Range AC Output Power Factor Grid THD Nominal Power Output (Watts) Continuous Power Output (Watts) Maximum Continuous AC Output Current (Amps) Efficiency Peak Efficiency CEC Weighted Efficiency MPPT Efficiency Protection Max Overcurren Protection Device (Amp Rating) Temperature Protection DC Reverse Polarity Protection Output Overroltage Protection Anti-Islanding Integrated AFCI (DC arc fault) Integrated DC Switch Rapid Shutdown ;NEC 690.12) General Data Dimensions (Inches) Weight (Pounds) Topology Internal consumption (Watts) Enclosure Type Cooling Type Noise Emissions Max operating altitude without de -rale Compliance Features Display Communication Conduit Knockouts Warranty Solis i �/ i Made by&nlong Technologies Solis- Solis- Solis- Solis- Solis- Solis - 2.5K -20 -US 3K -2G -US 3,6K -20 -US 4K -2G -US 4.6K -20 -US 5K -213 -US Ptil 10+10 10+10 10+10 10+18 10+18 10+18 15.6+15.6 15.6+15.6 15.6+15.6 15.6+28.1 15.6+28.1 15.6+28.1 120Vdc 600 100-500 125-500 150-500 180-500 145-500 165-500 180-500 5000 5000 5000 5000 5000 5000 2 1 1 1 1+2 1+2 1+2 211 -264 59.3-60.5 -25°C to 60°'C / -13°F to 140°F 0-100% Condensing >0.99 <3% 2500 3000 3600 4000 4600 5000 2800 3300 4000 4400 5000 5000 10.4 12.5 15.0 16.7 19.2 20.8 97.5% 97.5% 97.5% 97.8% 97.8% 97.8% 95.5% 96.5% 96.5%u 97.0% 97.0% 97.0% 99.9% 20 20 20 30 30 30 Yes Yes Yes (Varistor) Yes Yes Yes Optional 13.5" x 25.9" x 6.8- (338mm x 658mm x 173mm) 33.1 lb. 38.1 lb. Transformer -less <1.0 NEMA 4X (I P65) Natural Convection <30 dBA 13,120 feet (4000m) UL 1741, UL 1998, UL 1699B, IEE 1547, FCC Part 15 (Class B), CAN/CSA22.2107.1-1 LCD, 2x20Z RS 485 Modbus/Wi-Fi (CPRS optional) interface Two (2) on side and two (2) on bottom, 1 1 VC ID, Standard 10 Year [Extendable to 20 Years) t: 866.438.8408 1 e: sales@gintong-usa.com ) w: www.gintong-usa.com �a • �6 n aSolis 4011 #' inverters 2.5kW to 5kW Ginlong Solis USVersion Single Phase Inverers • Compact and lightweight design inside a corrosion -resistant NEMA 4X enclosure • Easy to install and visually pleasing for indoor or outdoor installations • Single phase 240Vac output • Up to 97.8% efficient with an ultra -Low start up voltage • Dual (2) MPPT designs with fast (< 5 sec.) MPPT response times • Industry-leading (100-500Vdc) wide do input voltage range • Integrated Arc Fault Circuit Interrupt (AFCI) option • RS485 Modbus communication protocol with Wi-Fi interface (optional GPRSI • Web based data monitoring with downloadable Solis Web App. • 10 Year Standard Warranty with extension options 0 Access, rb_ssA_-monAor,!nq WiFi Stick Web Box Rapid Shutdown Device r t: 866.438.8408 Ginlong Technologies 565 Metro Place South G � V u j e: sales@ginlong-usa.com Ltd., Ningbo, Zhejiang /Suite 3214, Dublin, OH ❑� .... L ) w: gintong-usa.com P.R. China 43017 USA GINLGNG Technical Specifications LIC Maximum input and Output Voltage DC Input Voltage Range Maximum Number of PV Source Circuits Maximum Input/ Output Current Maximum Short Circuit Current DC Input! Output Cable Whips DC Inputs Output Wire Size Ground Wire Size AC Rated AC input Voltage Rated AC Input Current Rated Frequency AC Control Wire Size Maximum AC Fuse Rating GENERAL Ambient Temperature Range Enclosure Type Roof Mount Style Status Indicator Efficiencof Response Time Dirnensions (W x F n D) Weight Warranty Certification & Safety Standard Compliance Solis -1110111_-1 G 60OVD C 30-60OVDC 1 or2 input/ 1 output 20A 31.2A PVWirewith MC4 Locking Connectors AWG #12 to #6 AWG #10 to #6 208/240VAC 0.1A 50/60Hz AWG#18to#10 2A -25 to +65'C (-13 to 158°F) NEMA4X Rail -mount plate (WEEB Compatible) LED >99.5% <2 seconds 262 x 240 x 60 cm/ 10.3 x 9.4 x 02.36 in. 2.3 kg / 5.1 lb 10 Year UL1741, FCC Part 15 Class B, NEC 690.12 Solis -R0211.10 60OVDC 30-60OVDC 2 or3input ; 2 output 2 independent channels, 20N10A 31.2A PV Wi rewith MC4 Locking Co nnectors AWG #12 to #6 AWG #10 to #6 20W240VAC 0.1A 50/60Hz AWG #18to#10 2A -25 to +65pC (-13 to 1'58°F) NEMA 4X Rail -mount plate (WEEB Compatible) LED >99.5%D <2 seconds 262x240x60cm/10.3x9.4x2.36in. 2.4 kg / 5.2 lb 10 Year UL1741, FCC Part 15 Class B, NEC 690.12 1 or2 Input -1 Output "°�� anne<to� ACEutkhead Connector: SOBS ............111 w..........{.. 240VAC RSD Power .......... Connector RSD Prnv l .. Rapid Shutdovm Rapid Shuttlown---i��— Device Device (RSD) 1:1 VIC4 DC MCA DC Connectors Connectors RSD Ou tout: 20A + 10A RSD Inout: 20A PV Source fiSD Outaut• 20A PV Source Circuit inputs Pv Output Circuits Circuit Input Output Circuit One Conduit PV Source Circuit One Candsstt 2 or 3 Input -2 Output MCA DC AC Suiknedd 244VAC Corned— Connector RSD Prnv l .. �..........11111H .......... ........... Rapid Shuttlown---i��— Device MCA DC Connectors RSD Input: RSD Ou tout: 20A + 10A 20A + SOA Source Circuit inputs Pv Output Circuits Pv Source Circuits One Conduit Solis Transformer -less .S�gr n,,put Circuli Solis Transformer -less String inverter ;everter (AC) Output Circuit sods G' Made byGinlongTechnologies t:: 8bb.438.8408) r�: ussates@ginLong.com www.ginLong.com r, a @ginlon com ,:www. inion com a� iSolis nvrters Sods-RSD1 L-1 G SoUs- RSD2L- 1 G Ginlong Solis Rapid Shutdown Device • Certified to UL1741 Standard and compliant with 2014 NEC 640.12 Rapid Shutdown • Available in either single channel output or dual channel output allowing for perfect alignment with the number of MPPT channels in the inverter system • No interference with AFCI functionality of Solis inverters • NEMA 4X Enclosure, conformal -coated internal components and a wide operating temperature range • Low profile design allows for easy positioning under the PV module • Pre -wired MC4 connectors for positive, watertight connections • Engineered for the US Solis transformer -less Inverter line and compatible with any PV Module -string inverter combination where the maximum system operating voltage is <_550VDC. Solis "Inve,4ers-, 2.5kWto 5kW bkWto 10kV � f t: 866.438.8408 Ginlong Technologies 565 Metro Place South t e: ussales@gintong.com Ltd., Ningbo, Zhejiang /Suite 3214, Dublin, OH ❑� ..... ciN[ oNG w: www.ginLong.com P.R. China 43017 USA Bonding Adjustable X - End Clamp Top Bonding Adjustable X - End Clamp Bottom SnapNrack Bonding Adjustable X -End Clamp ED Bonding Mid Clamp ra Bonding Channel Nut SnapNrack Bonding Mid Clamp Bonding Standoff Clamp Rubber— Rain ubberRain Collar � Bonding Channel Nut Mill Finish L Foot Standoff Mill Finish Standoff Base (1 Hole Base Shown) a Mill Finish L Foot L Foot Base �%-i� Flashing SnapNrack Bonding SnapNrack Bonding Standoff Assembly L Foot Base with Flashing Bondging Splice Insert Splice Base SnapNrack Bonding Standard Rail Splice Bonding Channel Nut 0 L Foot Metal Roof Base SnapNrack Metal Roof Base with Bonding L Foot Bonding Universal End Clamp (UEC) Wave UEC Pull Strap Strap UEC Wedge SnapNrack Bonding Universal End Clamp SnapNrack••Patent Pending UL Technical Data Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • Quick and efficient mounting • Adjustable hardware to ensure clean and level finish • All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap rack- (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. 0 2014 by SnapNrack PV Mounting System. All rights reserved. The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 30OMW of solar projects to simplify the installation and reduce costs. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 Certification ensures that SnapNrack partners can provide the best in class installations in quality, safety, and efficiency. • All bonding hardware is fully integrated into the components • No grounding lugs required for modules • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required Patent Pending Roof System in 4 Simple Steps: 1) Go to the online Series 100 Configuration Tool (configure.snapnrack.com) and select "Yes" for UL 2703 Listed 2) Identify Site Conditions (Array Tilt, Building Height, Roof Type, Wind and Snow Loads) 3) Build array in the online Configuration Tool and automatically generate a Bill of Materials. 4) Place order with your distributor. Purchase material for a single project or order in bulk for additional savings - Rail & Module Clamps - Roof Attachments - Array Accessories UL LISTED PV Mounting System 2703 s u n ru n November 01, 2017 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-304DEVA; Plan Set: Rev A.1, Dated 11/6/17 Client: Madelaine DeVan Address: 3304 Zephyr Ct, Wheat Ridge, CO, 80033 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x6 Rafter @ 24" OC. The roof is sloped at approximately 18 degrees and has a max rafter span of 12'0" between supports. Design Criteria: • 2012 International Building Code • Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C • Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to not meet loading requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, structural upgrades are required. These upgrades shall include new sistering to existing roof members at array number 1. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Sage Lopez, P.E. Civil Engineer Sunrun, Inc Exp. 10-31-2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 �sunrun Structural Calculations for the Madelaine DeVan Residence PV Installation Date: 11/1/2017 Job Address: 3304 Zephyr Ct Wheat Ridge, CO, 80033 Job Number: 501R-304DEVA Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summar Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 135 mph Exp. = C PV Dead Load: Sincerely, Sage Lopez, P.E. Civil Enginee Sunrun, Inc DPV = 3.0 psf G �70NAL E� Exp. 10-31-2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 TM Structrure Geometr Engineer: SVL Date: 11/1/2017 Job: 501R-304DEVA Address: 3304 Zephyr Ct Wheat Ridge, CO, 80033 2of5 Mean Roof Height, hn = 12 ft Eave Height, he = 8 ft Buiding Length, L = 35 ft Building Width, B = 20 ft Module Area = 20 ftZ Roof Pitch, 0 = 18 degrees Live Load: Roof Live Load, Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, Is = 1.00 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, Cs = 0.95 Figure 7-2c Flat Snow Load, Pf = Sloped Roof Equation 7.3-1 Sloped Roof Snow Loads, Ps = 30.00 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 3.08 Zone 1 (psf) Unbalanced Width = 6.71 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 44.65 psf Fig 7-5 Basic Wind Speed (3s -gust), V = 135.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Composition Shingle Wind Importance Factor, Iw = 1.00 5.0 psf Table 1.5-2 2.0 Exposure Category = C 2x6 Rafter @ 24" OC Sec 26.7.3 Gypsum Topographic Factor, KZT = 1.00 1.0 Equation 26.8-1 Adjustment Factor, Jt = 1.21 3.0 Figure 30.5-1 Edge Zone, a = 3.00 ft Figure 30.5-1 12.0 psf Uplift (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = -29.20 -48.15 -72.35 Figure 30.5-1 Pnet = 0.6 x A x KzT x Pnet3o) = -21.20 -34.96 -52.53 Equation 30.5-1 Downward (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = 17.25 17.25 17.25 Figure 30.5-1 Pnet = 0.6 x X x KZT x Pnet3o = 12.52 12.52 12.52 Equation 30.5-1 Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 11.0 psf Total Wall DL = 12.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Roof (1) Framin¢ Check Engineer: SVL Date: 11/1/2017 Job: 501R-304DEVA Address: 3304 Zephyr Ct Wheat Ridge, CO, 80033 3 of 5 Roof (2): Roof = 2x6 Rafter @ 24" OC Walls - Exterior Timber Species Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Pp� 3.0 = 900 psi Total Roof DL = 10.0 psf Total Wall DL = 12.0 psf Roof Framing = 2x6 Rafter @ 24" OC PV Tributary Length, Lp� = Timber Species = Doug Fir -Larch #2 11.0 ft2 Max Beam Span = 12.00 ft Roof Distributed Load, wDL = b = 1.5 in Rafter Sistering Upgrade Required d = 5.50 in Sister Size: 2x6 Rafter @ 24" OC Moment of Inertia, Ix = 20.80 in' Sister Species: Doug Fir -Larch #2 Section Modulus, Sx = 7.56 in' Modified Moment Capacities Shown Belc Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Mb(wind_down) = Sheer Stress, F�' = 180 psi 2153 psi Co (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wp� = 2.75 ft PV Tributary Length, Lp� = 4.0 ft PV Tributary Area, At = 11.0 ft2 PV Dead Point Load, PD = Ppv x At = 31 Ib Roof Distributed Load, wDL = 15 plf Load Case: 0.6DL + 0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD X COS(B) = 214 Ib Mb(wind_up) = 492 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL xCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 492 OK Load Case: DL + 0.6W (CD = 1.6) Pdown = Pnet x At + Po x cos(B) = 169 Ib Mb(wind_down) = 697 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL xCF XCfu xCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 697 OK Load Case: DL + 0.75(0.6W) + 0.75S (CD = 1.6) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 314 Ib Mb(wind_snow) = 1459 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 2713 Ib -ft > 1459 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Engineer: SVL T Date: 11/1/2017 Job: 501R-304DEVA Address: 3304 Zephyr Ct Wheat Ridge, CO, 80033 4 of 5 Load Case: DL+S (CD = 1.15) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 314 Ib Mb(snow) = 1448 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 1547 psi Mallowable = Sx x Fb' (snow) = 1950 Ib -ft > 1448 OK Roof (2) Framin¢ Check Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 10.00 ft b = 1.50 in d = 5.50 in Moment of Inertia, Ix = 20.80 in' Section Modulus, Sx = 7.56 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, F�' = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 Roof (2) Framing Check Continued: PV Tributary Width, Wp� = 2.75 ft PV Tributary Length, Lpv = 4.00 ft PV Tributary Area, At = 11.00 ftz PV Dead Point Load, PD = Ppv x At = 31 Ib Roof Distributed Load, wDL = 13 plf Load Case: 0.6DL + 0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x cos(e) = 214 Ib Mb(wind_up) = 372 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 372 Load Case: DL+0.6W (CD = 1.6) Pdown = Pnet x At + PD x cos(6) = 169 Ib Mb(wind_down) = 429 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 429 Load Case: DL + 0.75(0.6W) + 0.75S (CD = 1.6 Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps X At = 314 Ib Mb(wind_snow) = 783 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 1357 Ib -ft > 783 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 OK OK OK Engineer: SVL Date: 11/1/2017 Job: 501R-304DEVA Address: 3304 Zephyr Ct Wheat Ridge, CO, 80033 5 of 5 Load Case: DL + S (CD = 1.15) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 314 lb Mb(snow) = 718 lb -ft Fb' (snow) = Fb XCD XCLS XCM xCt XCL xCF XCfu xCi xCr = 1547 psi Mallowable = Sx x Fb' (snow) = 975 Ib -ft > 718 OK Rafter Attachments: 0.6D+0.6W (Zone 2) Puplift = At x Pnet = 366 Ib Connector Uplift Capcity per SnapNRack Test Results = 500 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: > 366 OK Table 11.2A - NDS > 366 OK %increase = (Wtotal + Warray) / Wtotal = 17092 *100%-100% = 5.77% ** 16160 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 700 ftz Wpanel = 42 lb Wroofexisting = 5600 Ib Numpanel = 18 Awallexisting = 880 ftZ Wpanel_tot = 756 Ib Wwallexisting = 10560 lb Wbos = 176 lb Wtotal = 16160 lb Warray = 932 lb %increase = (Wtotal + Warray) / Wtotal = 17092 *100%-100% = 5.77% ** 16160 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION PV -1.0 COVER SHEET • SYSTEM SIZE: 5130W DC, 460OW AC e ALL WORK SHALL COMPLY WITH 2014 NEC, 2012 IBC, MUNICIPAL CODE, AND SE SERVICE ENTRANCE SOLAR MODULES PV -2.0 SITE PLAN MODULES: (18) REC SOLAR: REC285TP2 BLK ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCT RAIL o INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. ZoIZ IFS PV 3.0 LAYOUT (1) NINGBO GINLONG TECHNOLOGIES: SOLIS-4.6K-2G-US • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NE Mp MAIN PANEL e • RACKING: SNAPNRACK SERIES 100 UL, FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY e PV -3.1 STRUCTURAL DETAIL SEE PEN D01. GROUNDED IN THE INVERTER, SYSTEM COMPLIES WITH 690.35. PV -4.0 ELECTRICAL • (2) GINLONG SOLIS RSD -1G 1:1 RAPID SHUTDOWN o MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.SP SUB -PANEL STANDOFFS & o o INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741, RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.CHIMNEY FOOTINGS PV -5.0 SIGNAGE o CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). PV LOAD CENTER 10-1 • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.66 AMPS MODULE SHORT CIRCUIT CURRENT. ATTIC VENT • 15.09 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. SM SUNRUN METER FLUSH ATTIC VENT PM DEDICATED PV METER PVC PIPE VENT INVERTER(S) WITH INV INTEGRATED DC METAL PIPE VENT DISCONNECT AND AFCI G�D T -VENT EAC DISCONNECT(S) T SATELLITE DISH NDC DISCONNECT(S) FIRE SETBACKS CB 0 COMBINER BOX [Ed HARDSCAPE INTERIOR EQUIPMENT — PL— PROPERTY LINE � SHOWN AS DASHED SCALE: NTS sunrunLE A AMPERE AC ALTERNATING CURRENT AFCI AZIM ARC FAULT CIRCUIT INTERRUPTER AZIMUTH ELECTRICAL CONTRACTOR VICINITYMAP COMP COMPOSITION 6040 WEST 91ST AVENUE, WESTMINSTER, C080031 DC DIRECT CURRENT PHONE 303 577 6527 FAX 303.577.9629 Arvada (E) EXISTING EXT EXTERIOR CUSTOMER RESIDENCE: •" C� of Yet FIRM FRAMING MADELAINE DEVAN N, IA, `1 �h W Pj� INT INTERIOR 3304 ZEPHYR CT, WHEAT - = yCoMwumwDmwnwEwr'—a LBW LOAD BEARING WALL RIDGE, CO, 80033 - MAG MAGNETIC APPROVED MSP MAIN SERVICE PANEL TEL (720) 219-2033 APN #: 3926206009 w44thAve Lakeside Reriewedfor Code Compli-mm (N) NTS NEW NOT TO SCALE PROJECT NUMBER: wil OC ON CENTER 501R-304DEVA heat Ridge PRE -FAB PRE -FABRICATED 818.738.2318 DROI , 7 / /.� / L./ / PSF POUNDS PER SQUARE FOOT T PV PHOTOVOLTAIC BUSTAMANTECourt BER Plans fkmWer Date TL TRANSFORMERLESS aloelm TYP TYPICAL DRAFTER: Edgewater _ and�swfw be for «a aw� V VOLTS ROBERT BUSTAMANTE – aay of the vrwrs(ons olthe &WaPV code mal any Coy -d&—_ hmMd W SHEET v0eW2,nA: _ Pe Wtwmivtoowewh"kytovwateelcaze chrrovmmcfnrowkip WATTS codnorodwardmoomofthe Car %Wnob<vae REV NAME DATE COMMENTS COVER SHEET W cater Ave wcs, COLFAX A REV: A.1 11/6/2017 PAGE PV -1.0 D h.4,r PITCH TRUE MAG PV AREA SITE PLAN - SCALE = 1/16" = 1'-0" AZIM AZIM (SQFT) ® AR-01 18° 180° 171° 197.7 AR-02 18° 270° 261- 125.8 (E) FENCE PL PL PL PL PL (E) RESIDENCE a AC MP SE PM SM IN N m a �J 4,. 4 a d FIRE SETBACKS 4 (3' TYP) (E) FENCE sunrun J a (N) ARRAY AR-02 (N) (1) GINLONG 1:1 RAPID ELECTRICAL CONTRACTOR SHUTDOWN DISCONNECT 4 - 0 O. 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 a PHONE 303.577.6527 (N) ARRAY AR-01 FAX 303.577.9629 e e. a (N) (1) GINLONG 1:1 RAPID a e CUSTOMER RESIDENCE: SHUTDOWN DISCONNECT 4 4 ° a MADELAINE DEVAN 4 a 3304 ZEPHYR CT, WHEAT ° RIDGE, CO, 80033 a a TEL. (720) 219-2033 APN #:3926206009 m. PROJECT NUMBER: A� 501 R-304DEVA PL PL ° PL v a PL DESIGNER: 818.738.2318 ROBERT BUSTAMANTE DRAFTER: WEST 33RD AVE ROBERT BUSTAMANTE SHEET SITE ,PLAN REV: A.1#..2017 PAGE U� ROOF FRAMEFRAME FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA ROOF TYPE ATTACHMENT ROOF HEIGHT EXPOSURE MATERIAL TYPE SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 12'- 0" 24" N/A 4'-0" 1'-4" REC SOLAR: REC285TP2 BLK MODULE DIMS: AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 101-0.1 24" N/A 4'-0" 1'-4" 65.94" x 39.25" x 1.49" (38mm) D1 - AR-01 - SCALE: 3/16" = V-0" MODULE CLAMPS: PITCH: 18° Portrait: 8.2" - 16.4" AZIM: 180° Landscape: 4.9" - 9.8" MAX DISTRIBUTED LOAD: 3 PSF ® 36'-5" SNOW LOAD: 30 PSF WIND SPEED: 1 105 MPH 3-SEC GUST. ADD NEW SISTERING LAG SCREWS: UPGRADE WHERE 5/16"x5.0": 2.5" MIN EMBEDMENT 3 ---------------------------- --- ATTACHMENTS OCCUR NOTE: / (18 TOTAL) INSTALLERS TO VERIFY RAFTER SIZE, SPACING DY SLOPED -- —0--- 0O --O 0--- d--- -- SPANS, AND NOTIFY E R OF ANY ANCIES BEFORE —4' TYP— PROCEEDING. PENETRATION SPACING: I 0--------0— ---0 - 0— -1— O-®--- ---0- --- I FULLY STAGGERED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5'-6" sunrun D2 - AR-02 - SCALE: 3/16" = V-0" PITCH: 18° AZIM: 270° 12'-3" 9'-11" - 10" ELECTRICAL CONTRACTOR ® 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577.9629 3' CUSTOMER RESIDENCE: MADELAINE DEVAN p 0 --- 3304 ZEPHYR CT, WHEAT RIDGE, CO, 80033 TEL. (720) 219-2033 APN #:3926206009 PROJECT NUMBER: O —0 501 R-304DEVA _T DESIGNER: 818.738.2318 —4' TYP — -p C/C ROBERT BUSTAMANTE DRAFTER: �� '' - • tAAF'ys - ROBERT BUSTAMAUIE 1'-6" �p 5$1 g :x SHEET City of °-�• v' OUT e 13'-3" ONAL E� REV: A.1 11/6/29,1! PAGE Exp. 10-31-2019 NOTES: 1. PROVIDE (N) 2x6 SISTERED RAFTERS TO (E) RAFTER, SEE DETAILS. 2. ATTACH (N) SISTER TO (E) MEMBER W/ ATTACHMENT (SEE SCHEDULE) STAGGERED AT 6" OC ALONG SPAN W/ 1" EDGE DISTANCE AND (6) AT EACH END W/ 1" EDGE DISTANCE AND 6" SPACING. • • "1�lul �6 �N�MvM S�S�E �M „A„ L• w. (E) RAFTER ~ ------------- -----------------------� I (E) CEILING JOIST (E) BEARING WALL 1 SINGLE SISTERING ELEVATION SCALE: NTS OM R��GE FR (N) 2X6 RAFTER TABLE 1: ACCEPTABLE MIN. LUMBER TYPE LUMBER TYPE MIN. Fb (psi) DOUG FIR -LARCH #2 900 TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE TYPE "A" # AT END OPTION 1 SIMPSON SDWS TIMBER SCREW 12" OC 6 OPTION 2 COMMON 10d 6" OC 6 wm S�ONAL Exp. 10-31-2019 120/240 VAC SINGLE PHASE SERVICE OMETER #: M XCEL 48 844 266 UTILITY GRID EXISTING 1 200A MAIN CBREAKER 1 (END FED) EXISTING 200A MAIN � :_. FACILITY PANEL LOADS 25A PV J-GROL BREAKER AT OPPOSITE END OFBUSBAR CONDUIT SCHEDULE # NINGBO GINLONG (N) LOCKABLE (N) SUN RUN TECHNOLOGIES: (N) DEDICATED BLADE TYPE CENTRON 4G SOLIS-4.6K-2G-US NONE PV KWH METER AC DISCONNECT METER 4600 WATT INVERTER 5 (1) 6 AWG BARE COPPER 5 NONE 4 NONE 4 (4) 18 AWG SIGNAL CIRCUIT WITHIN TC -ER 3 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 (2) 14 AWG THHN/THWN-2 SIGNAL CIRCUIT 4 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 5 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 240V METER SOCKET SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT 200A CONTINUOUS DU221 RB 125A CONTINUOUS & WITH AFCI, RAPID SHUTDOWN WITH LEVER BYPASS 3R, 30A,2P 240V METER COMPLIANT [MAX 10' FROM 120/240VAC 200A, FORM 2S UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6 AWG BARE COPPER 1 NONE (2) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER (4) 18 AWG SIGNAL CIRCUIT WITHIN TC -ER 3 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 (2) 14 AWG THHN/THWN-2 SIGNAL CIRCUIT 4 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 5 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS 5130 W REC SOLAR: REC285TP2 BLK: 285 W OPEN CIRCUIT VOLTAGE: 38.6 V MAX POWER VOLTAGE: 31.9 V SHORT CIRCUIT CURRENT: 9.66 A SYSTEM CHARACTERISTICS -INVERTER 1 SYSTEM SIZE: 5130 W SYSTEM OPEN CIRCUIT VOLTAGE: 488 V SYSTEM OPERATING VOLTAGE: 351 V MAX ALLOWABLE DC VOLTAGE: 600 V SYSTEM OPERATING CURRENT: 17.9 A SYSTEM SHORT CIRCUIT CURRENT: 24.15 A (2) RSD 1:1 RAPID SHUT DOWN DEVICE, PV MODULES NEMA 4X, 600V REC SOLAR: REC285TP2 ELK 1 !! (7) MODULES JUNCTION BOX +(� ! (1) STRING OF (7) MODULES OR EQUIVALENT 3 r— 2 F u a PV MODULES 1 REC SOLAR: REC285TP2 BLK + !! (11) MODULES (� ! (1) STRING OF (11) MODULES Ill NOTES TO INSTALLER: 1. 425 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. SHUFFLE EXISTING BREAKERS IN ORDER TO FIT 25 AMP PV FEED (G.E. PART #THQL2125) AT BOTTOM OF MSP BUSS. LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2016: 690.31(G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012:605.11.1.4 LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2016: 690.17(E), NEC 2014: 690.17(E), NEC 2011: 690.17(4) LABEL LOCATION: INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF APPLICABLE). PER CODE(S): CEC 2016: 690.5(C), NEC 2014: 690.5(C), t ARFI I nCATInN- UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2016:690.12, NEC 2014:690.12, NEC 690.56, IFC 2012: 605.11.1 LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2016: 690.54, NEC 2014: 690.54, NEC 2011:690.54 LABEL LOCATION: INVERTER(S), DC DISCONNECTS. PER CODE(S): CEC 2016: 690.35(F), NEC 2014: 690.35(F), NEC 2011: 690.35(F) LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2016: 705.12(D)(3), NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2016: 705.12(D)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2016. 705.12(D)(2)(3)(c), NEC 2014: 705.12(13)(2)(3)(C), NEC 2011: 705.12(D)(4) INVERTER 1 I ARFI I nCATInN- INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2016: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 NOTES AND SPECIFICATIONS: Zcuj • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS ON ROOF SERVICE ENTRANCE AND PV BREAKER DISCONNECT RAPID SHUTDOWN-/ SUNRUN METER - INVERTER LOCATION 3304 ZEPHYR CT, WHEAT RIDGE, CO, 80033 SNAPNRACK C❑MP❑SITION L FOOT SNAPNRACK STANDARD RAIL SNAPNRACK C❑MP❑SI ROOF FLAS a' S.S. LAG SCREW ' 2,5' MINIMUM EMBEI SNAPNRACK L FOOT BASE SEAL PENETRA UNDER B( APPROPRIATE ROOF RAFTER TYP. FLASHED L FOOT MOUNTING P❑INT FOR USE ON C❑MPOSITI❑N ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3' USING UP TO TWO LEVELING SPACERS AS SHOWN IN 'SERIES 100 RAIL LEVELING' S,S, BOLT AND WASHER 3, FLANGE NUT REVISION; NOTES: - 5/16' LAG BOLTS MUST EMBED 2.5' INT❑ ROOF STRUCTURAL MEMBERS/RAFTERS - TORQUE ALL 5/16' HARDWARE TO THE F❑LL❑WING1 - SILVER S.S. 10-16 FT -LBS - BLACK S.S. 7-9 FT -LBS - RAILS CAN MOUNT TO EITHER SIDE OF L FOOT (UPSLOPE VS DOWNSLOPE) STEP 3: PLACE L FOOT ON TOP OF FLASHING AND TIGHTEN NUT STEP 21 SLIP ri nc•i i�ir ❑VER ASE :P 1: BOLT L FOOT ;E TO ROOF WITH i BOLT TYP. City of eat Ridge Werm PROPRIETARY. ANY REPRODUCTION,• -v DESIGNER G. MCPHEETERS SCALE DNS PART # REV i�fisa� MOM DISCLOSURE, OR USE THEREOF IS EXPRESSLY DRAFTER G. MCPHEETERS DATE 120111 PEN - DO 1 P E IN DETAIL 01 FLASHED L FOOT +�� E° �. PROHIBITED WITHOUT THE WRITTEN PERMISSION OF MAINSTREAM ENERGY CORPORATION. ' City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq ****Revision add redecking***** *** CONTACTS *** OWNER (303)425-7531 DAVIS WILLIAM SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,515.00 FEES Total Valuation 0.00 Use Tax 514.82 Permit Fee 442.05 Misc. Fee 25.00 ** TOTAL ** 981.87 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire root 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 he 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 s,-ie.i is required. Eave and rake metal is required. A ladder extending 3 feet above the roof and secured in place is required to be provided for all roof inspections. Roof venti_a' is required to comply with applicable codes and/or manufacturer installation whichever is more stringent. In order to pass a final inspection of elastomeric or simiia 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 beer, 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sl ****Revision add redecking***** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per fortr drtd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No worli!"8'f 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 orogfANg of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or dinance et g�tlatio Off t is jurisdiction. Approval of work is subject to f eld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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: 400 126� Job Address: L ? 1-I- C`Z Permit Number: '20 (10 co 16 44 ❑ No one available for inspection: Time AM(fg) Re -Inspection required: Yes (�OD When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 1 DO NOT REMOVE THIS NOTICE l ♦ i CITY OF WHEAT RIDGE i Building Inspection Division (303) 234-5933 Inspection line 1 (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�- Job Address:PermitNumber: ❑ No one available for inspection: Time��',M Re -Inspection required: Yes When corrections have been made, call fo e -inspection at 303-234-5933 Datej Inspector: _" DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq *** CONTACTS *** OWNER (303)425-7531 DAVIS WILLIAM SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,146.00 FEES Total Valuation 0.00: Use Tax 276.07 Permit Fee 267.70 - --- ** TOTAL ** 543.77 -. ---- __ *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. o City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, wng codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized 1 owner of theroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with I further attes that I am le ally authorized to include atI entities named within this document as partes to the work toe and that all wo to I per�ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OVvqqE>Z- or CONT TOR (Circle one) Date / ` 1. This permit was issued based on ifie information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Awnv Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz -7.oI 7o l From: no-reply@ci.wheatridge.co.us Sent: Monday, August 14, 2017 8:52 AM c,- 1To: To: CommDev PermitsZ„ Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Q G Categories: Dane "f l� 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 yL 3304 Zephyr Ct William Davis 33 Property Owner Phone 3038823852 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Davis Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business J & K Roofing Name DA— Contractor's License 019983 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-425-7531 13000 W. 43rd Dr., Golden Co 80403 Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 43 the entire scope of work: Project Value (contract 1314 value or cost of ALL materials and labor) 34 Are you re -decking the roof? Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No No / Yes 43 Malarkey Legacy Asphalt House - Pitch 5/12 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 35 has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kathy Vendegna Email not displaying correctly? View it in your browser. 36 CONTRACT J&K Roofing O 13000 W. 43rd Drive • Golden, CO 80403984-2 Phone: Phone: 303-425-7531 • Fax: 303-425-1562 www.jkroofing.com Representative yN Contact 3'1t— Date 20 Name IVY,ndG(GIW�. ;t . -6 f LI Phone ,y� email Address ?34�yii C4— City Ib�'., i� _ Zip Do Pinnacol Assurance Cincinnati Specialty Underwriters 303-361-4000 303-653-0023 Workers Compensation Insurance General Liability Insurance Policy #4079290 Policy #CS00061742 ,Extra work ?, !D l✓S((� LABOR AND MATERIAL SPECIFICATIONS TERMS AND CONDITIONS. PLEASE READ CAREFULLY: cover roof with 9D Co r of shingles nufacturer's Warranty 2 e, Te ff %mall Underlaym t 30 D ble all Eaves �� G - A�' C'uw ri Flash Chimney and/or Skylight Ne Valleys R lace Ridge v Ve tilat)on ►tel V Ivanized asteners-42- Replac Plumbing Jacks /Paint roof stacks to match �1 I tall 2// Metal Edgingtiik/_� fffr P io or Flat roof Year Warranty on labor �J & K Rofi g to furnish all material and labor d Permit:= Included NOT Included Clean-up debris and haul off all trash from roof II yard with magnetic roller utters cleaned of roofing debris D ing Repairs $ per idden Layers (tear off) $ per layer (Pa4cy Number) The property owner is is not_ using proceeds from property and casualty Agwance policy. Deductible if applicable $ I oeo" Per Colorado State Law CRS § 6-22-105 which states; 100% the responsibility of the homeowner to pay this amount. J & K Roofing will not reimburse or promise to reimburse in whole or in part any amount of the deductible. Estimated Start Date TOTAL ESTIMATE $ ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL J & K Representative <�,n lli� Date Homeowner Date*l_t (claim x) (Miustor) Homeowner (Mortgage Co.) (Matsase loan Number) Expiration Date Date You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices. PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INS�PECTI <N,(�NOTICE Inspection Type: I ' i ✓ I Job Address: 330 Z Joh V%` C Permit Number: :�-® /706 / i�G/ ❑ No one available for inspect' ot ,Time L AM/PM Re -Inspection required: Yes i No, When corrections have been made, call for re -inspection at 303-234- Date:- "'1/*/7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq *** CONTACTS *** OWNER (303)425-7531 DAVIS WILLIAM SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,146.00 FEES Total Valuation 0.00: Use Tax 276.07 Permit Fee 267.70 - --- ** TOTAL ** 543.77 -. ---- __ *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. o City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, wng codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized 1 owner of theroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with I further attes that I am le ally authorized to include atI entities named within this document as partes to the work toe and that all wo to I per�ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OVvqqE>Z- or CONT TOR (Circle one) Date / ` 1. This permit was issued based on ifie information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Awnv Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz -7.oI 7o l From: no-reply@ci.wheatridge.co.us Sent: Monday, August 14, 2017 8:52 AM c,- 1To: To: CommDev PermitsZ„ Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Q G Categories: Dane "f l� 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 yL 3304 Zephyr Ct William Davis 33 Property Owner Phone 3038823852 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Davis Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business J & K Roofing Name DA— Contractor's License 019983 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-425-7531 13000 W. 43rd Dr., Golden Co 80403 Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 43 the entire scope of work: Project Value (contract 1314 value or cost of ALL materials and labor) 34 Are you re -decking the roof? Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No No / Yes 43 Malarkey Legacy Asphalt House - Pitch 5/12 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 35 has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kathy Vendegna Email not displaying correctly? View it in your browser. 36 CONTRACT J&K Roofing O 13000 W. 43rd Drive • Golden, CO 80403984-2 Phone: Phone: 303-425-7531 • Fax: 303-425-1562 www.jkroofing.com Representative yN Contact 3'1t— Date 20 Name IVY,ndG(GIW�. ;t . -6 f LI Phone ,y� email Address ?34�yii C4— City Ib�'., i� _ Zip Do Pinnacol Assurance Cincinnati Specialty Underwriters 303-361-4000 303-653-0023 Workers Compensation Insurance General Liability Insurance Policy #4079290 Policy #CS00061742 ,Extra work ?, !D l✓S((� LABOR AND MATERIAL SPECIFICATIONS TERMS AND CONDITIONS. PLEASE READ CAREFULLY: cover roof with 9D Co r of shingles nufacturer's Warranty 2 e, Te ff %mall Underlaym t 30 D ble all Eaves �� G - A�' C'uw ri Flash Chimney and/or Skylight Ne Valleys R lace Ridge v Ve tilat)on ►tel V Ivanized asteners-42- Replac Plumbing Jacks /Paint roof stacks to match �1 I tall 2// Metal Edgingtiik/_� fffr P io or Flat roof Year Warranty on labor �J & K Rofi g to furnish all material and labor d Permit:= Included NOT Included Clean-up debris and haul off all trash from roof II yard with magnetic roller utters cleaned of roofing debris D ing Repairs $ per idden Layers (tear off) $ per layer (Pa4cy Number) The property owner is is not_ using proceeds from property and casualty Agwance policy. Deductible if applicable $ I oeo" Per Colorado State Law CRS § 6-22-105 which states; 100% the responsibility of the homeowner to pay this amount. J & K Roofing will not reimburse or promise to reimburse in whole or in part any amount of the deductible. Estimated Start Date TOTAL ESTIMATE $ ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL J & K Representative <�,n lli� Date Homeowner Date*l_t (claim x) (Miustor) Homeowner (Mortgage Co.) (Matsase loan Number) Expiration Date Date You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices. PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq ****Revision add redecking***** *** CONTACTS *** OWNER (303)425-7531 DAVIS WILLIAM SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,515.00 FEES Total Valuation 0.00 Use Tax 514.82 Permit Fee 442.05 ** TOTAL ** 956.87 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706164 PERMIT NO: 201706164 ISSUED: 08/15/2017 JOB ADDRESS: 3304 Zephyr CT EXPIRES: 08/15/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Legacy asphalt shingles - 43 sq ****Revision add redecking***** 1, 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 thispermit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to rimed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or I'CONTRACT6A (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe 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'an'' . tion Services Division in accordance with established policy of all required inspections and shall not proceed or conceal wori< out written approval of such work from the Building and Inspection Services Division. 6. The. ua or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apphca o e owanyce o rgg ation 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. 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 Devan Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name J & K Roofing Contractor's License 019983 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number 303-425-7531 (enter WITH dashes, eg 303-123-4567) Contractor Address 13000 W. 43rd Dr., Golden Co 80403 (Primary address of your business) Contractor Email Address kathyv@jkroofing.com Retype Contractor Email kathyv@jkroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of the 46 entire scope of work: Project Value (contract 24515 value or cost of ALL materials and labor) Are you re -decking the Yes roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? Does the scope of the Yes project include a pitched roof (2:12 or greater pitch)? Oil How many squares are part 46 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 - Pitch 6/12 detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes 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 may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of 3 fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kathy Vendegna e ✓ CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: F Lwi Job Address: Permit Number: ❑ No one available for inspection: 11pne �7. 36 2MMAM Re- Inspection required: Yes No * When corrections have been made, call for re inspection at 303 - 234.5933 i Date: G A lV I n Inspector: a% ✓�Yl DO NOT REMOVE THIS NOTICE City of Wheat Ridge City of u he-at id - COiMMUNI "fY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: Plan # Permit# 101c. Z� Office: 303 - 235 -2855 � Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Property Address;, 3 3 o q Z�ef2� Property Owner (please print) (�) LQ Ql e „ � L e s n it . Phone: 3 o3 a 33 P SS' Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #; Phone: 3 p ys S (o %1b PO4trabtojjk City License # City License # City License # Descriia3iiiiaJofii+rork3 r Contract Valu o Review Fee (due at time of submittal): Squares BTU's Gallons _ Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City. of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCIEONE: (OWNER) (CONTRACTOR). or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: Bldg Valuation: $ i ~ N v Z ~ ~ m O C m ~ 2 ~ a C) m A m ~ a ~ e ~ ~ ~ S 7 O 0 C 0 ~ m ~ C)~ a ~ S < ~ W R ~ 0 p. 7 3 0 a~ p io 0C)_1 ~ o ~ N O ~m ~o 3 fQ . ~ 0 O ~ N m~ 3 ~ d ~ O N y C w ~aw =d o~ N ~G N G a ~ .di fB o ~ w ~ ~C n~ ~d ~ a ~ =r ~ o~ fN fD 3 a N N !C N O 7 < G C- 0 Q O ff M A a °11' C ♦ ♦ 0 ~D r~ ~~-j n * rI ~ \Y ~ 0 O G w =W N ~ ~ v m m C ~ v ~ ~ ~ v ~ ~ 3 Z ~ ,DEP!►RTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7482 BOILDING INSPECTION' DIVISION - 235-2855 CITY OF VYHEAT RIDGE Date : 7/21/98 7500 IMEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3304 Zephyr Court Phone : 2381985 Contractor License No. : 18987 Company : Pyramid Roofing phone ; 9865080 DWNER/CONTRAGTOR SIGNATURE OF UNDERSTANDING AND AGREBMENT Construction Value : $4,997.00 Permit Fee : 8100.50 Plan Review Fee : $0.00 Use Tax : $74.96 ToNal: $175.4~'i Descriptbn : Take off one layer, repiace with 20 year 3-tab USe BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approvat : Occupancy : Walls SIC : Sq. Ft: : Roof : Stories : Residential Units : Electricai ticwse No : Company : Plumbing License No : Company : Mechanicai License No : Company : Expiration Date : Approval: ' (1) (2) (3) (5) (8) Expiration Date : Approval : Expiredon Date : Approval : a~i~anaicau memwe anrosmm acowmdoaarom.zomrw nanc" a i'ssu°a a date w ck. «(e) u,e a,xatro aum«izea Is auaPenaea « s~q ~eo°f~°d e amoum nomu~N re9ulred. provMea ro dwqes have Eean awia oe maae in Me naexceeaeaone(7)year. ~fenaiqec.ramwe«awapans~a~oranandonnbnt lvanca ror aa ~nipsctIons ena anae recNve wmun eppiovd on inspecfion card nefas ahell not be conatruetl to 6e a pemYt for, nor an appmvd of, an9' violalion of Ma proNebns THIS PERMR VALID ONLY WHEN SIGNEQ BY THE CHIEF BUILDING INSPECTORAND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION (OWNER)(CONTRAGTOR) 516NED DATE ~...r ~,.nl.. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner: Bea Gillespie PropertyAddress: 3304 Zephyr Ct. Phone:238-1985 ConVactor License No. : ~ Company: PYramid Roofing Inc. Phone: 986-5080 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT ConsWction Value : 4997 . 00 I hereby certify that the setback distances proposed by this pertnit applieation are aceuraOe. PBrtT11t Fee: and Co not violatc apPlicable ordinances, rules a regulations of the City of Wheat RiCge or covenants, easements or restridions of reeord: Mat all measurements shown, and allega6ons plan Revi@w FCe : made are accurete: that i have read and agree to abide by all eonditions printed on Mis appliwtion, and that i assume full responsibilRy for co ' nx wdh the Wheat Ridge Buitling Use Tax : Code (U.B.C.) and all other appiicable at Ridge rdi ces, for wark u'Mer this pemtit 7o ?D' 8" TOt'dl: (OWNER)(CONTRACTOR) SIGNED DATE--~ Description: T/O one layer, replace with 20yr 3-tab. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zbnifi~me~i Es-. Approval : Zoning : m m_ Approval: Pub ~ o__ me Approval : Occupancy : Walls : Roof : Stones : Residential Units : Electrical License No : Piumbing License No : Mechanical License No : Company : Company : Company : EcpiraGon Date : Ecpiration Date : Expiration Date : Approval : Approvai : Approval : it 481~re~ ~ ~ - ° ~ warurKf~ (1) T1ua pOmut was issued in atroidance wNi tlm 0rovision+ xt fiM in yopur apdicadw a^tl is wbmd 10 Me l3wS ol Me Spte ol Colontlo aiM m the 2aung Requlstione an0 BudCing CoOa of 4Meal RiCqe. Cobrado or arry aCier appliCaON ofEinanas a the CM. (Z) ~.,n~ ~Pw dAi2a Cava. au~~ m wt commenced wlMin sixty (80) days ham wue Cate a(B) the EuilOing auNOrizeE is suspentle0 or ch t~ave peen or vrin Oe made in the (7) It this Px!^R e~P~s. a (a) Na wak ot am/ rtunner sna (5) Contrattor snait notly the 8 pnteetliinq wM sucxssWe (6) The ieauante W a pemiit or of the Wiltlirp aoCes or arry eC for a ke of one-nalt ma amount nomwiN ~i~. pmided ~ R°matle IX i( suspension or abanEOnment iion a aeandonmairt haa not axteaCatl ane (7) Yea • 9 iyw permiL ■qe the natuni now ot wstar wusinq a aninage podem. ity.lour (24) houn in atlvana ror all inspections anC slull recerve'ritten a0vmval on inspection wN berorc iqs aiM specfiwtions shall nol Ce construeE W De a pemtit W. na an apprwal o( any violation ol Ue pmvifioMs NIQ M fl9UI840f1. Chief Building Inspector For Mayor THIS PERMIT VALIO ONALLWZ15933 24 HOURS PRIOR TO~INSPIE TIION NSPECTOR AND MAYOR