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HomeMy WebLinkAbout10550 W. 32nd Placei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t t Permit Number: � t 4- Q___ ❑ No one available for inspection: Ti me€ -Z AM/PM I--, Re -Inspection required: Yes��O-,' When corrections have been made, s 'dule for re -inspection online at: http://www.ci.wheatridge.co.u�nspe ton Date: - Inspector: i CITY QFWHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z ( 6 _ q g> ) "1 Job Address: Lo Permit Number.,2ZON CD 14 ❑ No one available for inspection: Time p Re -Inspection required:(." No When corrections have been made, schedule for http✓/www. ci. wheatridge. co. us4nspectiM Date: In ►� ' u online at: City of Wheat Ridge ' Residential Solar PERMIT - 201901444 PERMIT NO: 201901444 ISSUED: 07/19/2019 JOB ADDRESS: 10550 W 32nd P1 EXPIRES: 07/18/2020 JOB DESCRIPTION: Install roof -mount, flush -mount, grid tied, 8.12 kw solar PV system, 28 panels, structural required *** CONTACTS *** OWNER (303)598-4205 JAMES B SUTTON LIVING TRUST *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,184.00 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, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 ow er of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. her attest that I am leggall authorized to include all entities named within this document as parties to the work to be performe at �l wpr �a be pertorr} ed is disclosed in this document and/or its' acco panying approved plans and specifications. f � l ®fir 4 / `f c Si n tur f OWNER.''o CfVRACTOR (C cle one) Date 1. This permit was issuedsed on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance those- documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permitfee. 3. If this permit expires, a new permit may be required to t 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 Dwision 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 grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicq� k code or any roinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat ,ge COMMUNrry Dr-wi,o mLNT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsp_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: `7 Plan/Permit # Plan Review Fee: 1� Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10550 W 32nd PI Wheat Ridge CO 80033 Property Owner (please print): Sheree Sutton Phone: 303-809-0478 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv, State Architect/Engineer• Architect/Engineer E-mail: Contractor Name: Sunrun Installation Services City of Wheat Ridge License #: 070159 Phone: Phone: 303-577-9628 Contractor E-mail Address: colorado.permitting@sunrunhome.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Thomas M. Brook Phone: 720-537-0235 CONTACT EMAIL(please print): thomas.brook@sunrun.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ® RESIDENTIAL Provide description of work: For ALL projects, 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. Roof -mount, flush mount, grid -tied 8.12 kW Solar PV Sq. FULF BTUs Gallons Amps Squares For Solar: 8.12 KW 28 # of Panels yes Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 15184 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the plication. CIRCLEONE: (OWNER (CONTRAC r (AUTHORI REPRESENT TIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: c7 /S Loll Printed Name: Thomas M. Brook ZONING COMMMENTS: Reviewer: BUILDIG PARTMENT COMMENTS: Revie er: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 167S±25 [65.9430.1 ] 910[358] 382.5[5.05] E 1900 [351 [o.a3 toa] iz 205305 [0.78 30.08] X111200[471 - Panel Efficiency(%) 16.5 16.8 17.1 17.4 Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m', cell temperature 25°C). At low irradiance of 200 W/m2 (AM 1.5 and cell temperature 25"C) at least 95% of the STC module efficiency will be achieved. "Where xxx indicates the nominal power lass (P.) at STC above, and can be followed by the suffix BLK for black framed modules. Nominal Power- PMpp(Wp) 206 210 214 218 Nominal PowerVottage-VMpp(V) 29.2 29.4 29.6 29.8 Nominal Power Current- IMpp(A) Measnmmtslnmm(m] ELECTRICAL DATA 7.32 Open Circuit Voltage -Voc (V) 35.4 35.6 35.8 138 [151 }} Short Circuit Current -Isc(A) 7.52 7.59 7.68 7.75 Nominal operating cell temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 20"C). Nominal Power-PMpp(Wp) 275 280 285 290 295 Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/t5 0/+5 Nominal PowerVottage-VM,pIV) 31.5 31.7 31.9 32.1 32.3 Nominal Power Current- IMpp(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- I., (A) 9.52 9.61 9.66 9.71 9.76 Panel Efficiency(%) 16.5 16.8 17.1 17.4 Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m', cell temperature 25°C). At low irradiance of 200 W/m2 (AM 1.5 and cell temperature 25"C) at least 95% of the STC module efficiency will be achieved. "Where xxx indicates the nominal power lass (P.) at STC above, and can be followed by the suffix BLK for black framed modules. Nominal Power- PMpp(Wp) 206 210 214 218 Nominal PowerVottage-VMpp(V) 29.2 29.4 29.6 29.8 Nominal Power Current- IMpp(A) 7.07 7.15 7.24 7.32 Open Circuit Voltage -Voc (V) 35.4 35.6 35.8 36.0 Short Circuit Current -Isc(A) 7.52 7.59 7.68 7.75 Nominal operating cell temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 20"C). 'Where xxx indicates the nominal power class (P_) at STC above, and can be followed by the suffix BLK for black framed modules. EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY 1� US IMPORT DUTY FREE TEMPERATURE RATINGS Nominal operating cell temperature(NOCT) 44.6°C(±2°C) Temperature coefficient ofPM,p -0.36%/°C Temperature coefficient ofV,,-0.30or6/°C Temperature coefficient oflsc 0.066%/°C GENERALDATA Cell type: 6 strings of 20 REC HC multicrystalline PERC Glass: 0.13"(3.2mm) solarglasswith anti -reflective surface treatment Back sheet: Highly resistant polyester polyolefin construction Frame: Anodized aluminum (Available in silver or black) 177 Junction box: IP67 rated, 3-partwith 3 bypass diodes 12AWG(4mm2)PVwire,35"+47 (0.9m+1.2m) Connectors: Staubli MC4 PV-KBT4/PV-KST4, 12 AWG (4 mm2) Origins: Silicon: Made in USA & Norway Wafer/Cell/Module: Made in Singapore ■MAXIMUMRATINGS 223 Operational temperature: -40...+185°F(40...+85°C) 30.0 Maximum system voltage: 1000V 7.43 Design Loads: (+) 75.21bs/ft2 (3600 Pa) 36.2 (-) 33.4lbs/ft2 (1600 Pa) 7.85 Referto installation manual Max series fuse rating: 20A CERTIFICATIONS C /' � &RIUS 10 year product warranty C25 year linear power output warranty (max. degression in performance of 0.7% p.a. from 97% after UL1703, Fire classification Type 2 IEC 61215,IEC 61730, the first year) IEC61701(Salt Mist -severity level 6), IEC 62804(PID Free), See war rantyconditions for further details. IEC 62716 (Ammonia Resistance), 15011925-2 (Ignitability Class]), UN18457/9174 (Class A), 150 90012015, ISO 14001, OHSAS 18001 Max reverse current: 20A MECHANICAL DATA o Dimensions: 65.9x39.25x1.5(1675x997x38mm) Area: 17.98ft' (1.67m2) CD Weight: 40.8 lbs (18.5 kg) o z Notel Specifications subject to change without notice. IMS-bli. 32^&e P14C 4, ow 0% p \000% R1dge R C C 6 dl www.recgroup.com AK 2 PREMIUM SOLAR PANELS 100% MADE IN SINGAPORE REC TwinPeak Z Series solar panels feature an innovative design with high panel efficiency and power output, enabling 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 Z panels are ideal for residential and commercial rooftops worldwide. INTEGRATED MANUFACTURING IN SINGAPORE Single Phase Inverter Wit HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER OUTPUT SEXXXXH-XXXXXBXX4 Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 1 10000 11400 @ 240V VA 15500 17650 3300 @ 208V Maximum DC Power @208V - 5000 @ 208V 7750 10000 @ 208V - Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA Vdc Nominal DC Input Voltage 3300 @ 208V 400 5000 @ 208V Maximum Input Current @24OW 8.5 10.5 10000 @ 208V 16.5 20 AC Output Voltage Min. -Nom. -Max. 30.5 Adc Maximum Input Current @208VO - 9 - 13.5 - - Vac (211 - 240 - 264) Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes AC Output Voltage Min. -Nom. -Max. 600ko Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 208 - 229) 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W V- AC- AC Frequency (NominaQ 59.3 - 60 - 6050 Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous Output - 16 - 24 1 - 48.5 A Current @208V Power Factor 1, adjustable -0.85 to 0.85 GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 - - 15500 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @24OW 8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208VO - 9 - 13.5 - - 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W ro For other regional settings please contact SolarEdge support Q A higher current source may be used; the inverter will limit its input current to the values stated City Of Wheat Ridge Bui ding Division Single Phase Inverter Wit HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional(') Inverter Commissioning with the SetApp mobile application using built-in W14i station for local connection Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 3/4' minimum/ 14-6 AWG 3/4' minimum /14-4 AWG DC Input Conduit Size / # of Strings / AWG Range 3/4' minimum / 1-2 strings / 14-6 AWG 3/4' minimum / 1-3 strings / 14-6 AWG Dimensions with Safety Switch (HxWxD) 17.7x14.6x6.8 /450x370x174 21.3 x14.6x7.3/540x370x185 in / mm Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8 / 17.6 Ib / kg Noise < 25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to +140 / -40 to +60(4) F /'C Protection Rating NEMA 4X (Inverter with Safety Switch) m Revenue grade inverter P/N. SEx)=H-USOOOBNC4 R Full power up to at leas 50Y / 122-F for power de -rating information refer to: https7/www.solamdge.coMsites/default/files/se-temperature-derating-note-na.pdf 6 SolarEdge Technologies, Inc. All rights reserved. SOIAREDGE, the SolarEdge logo, OPTIMIZED BY SOIAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. AN Ro HS other trademarks mentioned herein are trademarks of their respective owners. Date: 1/2019/V01/ENG NAM. Subject to change without notice. so I a r' @ • :. SolarEdge Power Optimizer Compatible inverters .................... ................. .........:....... All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) Module Add -On for North America 128x152x35/ 128x152x50/ .............. P300 / P320 / P370 / P400 / P405 Sx5.97x1.37 5x5.97x1.96 Weight (including cables) 630 / 1.4 7.50./.1.7 .................... 845/.l..9 P370 T-- MC4 Compatible - MC4 Compatible or Orientations P300 P320 P400 (for higher -power Double Insulated; MC4 Compatible P405 Double Insulated; MC4 Compatible ( for 60 -cell mod- (for high-power 60 and T2 -cell (for 72 & 96 -cell (for thin film . . . . . . ......... 0.95 / 3 :0 1.2./.3...9.. ules) 60 -cell modules) modules) modules) ................................................ modules) Protection Rating .................................................................................................................................................................. INPUT Relative Humidity ................................................................................................................................................................. 0 -. 100 Rated InputDCPower•'I.... P) Rated STC power of the module. Module of up to +5% power tolerance allowed. 300...... 320. 370 ......... W Absolute Maximum input Voltage 48 60 ............... 80 .........405..... 125 ... ...... Vdc . (Voc at lowest temperature) .......... ...:........... . ...................... ...................... .............. MPPT Operating Range 8-48 8-60 8-80 12.5 -105 Vdc Maximum Short Circuit Current (Isc) ...................................................................... 10 11 ............................................. 10.1 ............................................. Adc Maximum DC Input Current....12.5 ............ . ........ ....................13:75 ................... ....................12:63 .............. Adc Maximum Efficiency . , .. , .... 99.5 ................... .... ..... y WeightedEfficiency................................................................................98:8............................... �°...... Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 1 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 n..w......... 1 Vdc EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ... .................................................... ............... I. .............. Safety .......... ....... . ...... .... , . _ . IEC621094(class I I safety), UL1741 RoHS Yes Maximum Allowed SystemVoitage - ..............................................................................:............................. 1000 Compatible inverters .................... ................. .........:....... All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 128 x 152 x 27.5 / 5 x 5.97 x 1.08 128x152x35/ 128x152x50/ .............. Power 0 timlzers Sx5.97x1.37 5x5.97x1.96 Weight (including cables) 630 / 1.4 7.50./.1.7 .................... 845/.l..9 Input Connector ................................................. MC4 Compatible MC4 / Amphenol AH4 ............................................... MC4 Compatible or Orientations Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible Amphenol AH4 j Output W ire Length ......................... . . . . . . ......... 0.95 / 3 :0 1.2./.3...9.. Operating Ternperature Ranke.......... ................................................ Protection Rating .................................................................................................................................................................. IP68 / NEMA6P Relative Humidity ................................................................................................................................................................. 0 -. 100 P) Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERIMe HD -WAVE Minimum String Length .. Power O timizers g 10 18 ..................... .I ....... I.................. ............................ Maximum String Length .............. Power 0 timlzers 25 25 50 Maximum Power per String 5700 (6000 with 5250 6000 12750 W SE7600H-USj Parallel Strings of Different Lengths or Orientations Yes I:l For detailed string sizing information refer to: http://www.solaredge.mm/sites/default/files/string_sizin na. f. Inl It is not allowed to ma P405 with P300/P370/P400/P600/P700 in one string oy OA solar. SolarEdge Power Optimizer Module Add -On For North America P300/ P320/ P370/ P400/ P405 PV power optimization at the module -level — Up to 25% more energy ®Superior efficiency (99.5%) — 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 USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -LIK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA -INDIA www.solaredge.us DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE a,sunrun, July 15, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-550SUTT; Plan Set: Rev A.4, Dated 7/12/2019 Client: Sheree Sutton Address: 10550 W 32Nd PI, 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 19 degrees and has a max rafter span of 14'8" between supports. Design Criteria: 0 2012 International Building Code 0 Basic Wind Speed Vult = 136 mph (Vasd = 106 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 AR -01. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Jason Brown, P. Civil Engineer Sunrun, Inc DocuSignedpby: 01EFB9FE560A443_. 7/15/2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 City 01 Wh6at Ridge gull i 9 pivisic� DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE 8,sunrun Structural Calculations for the Sheree Sutton Residence PV Installation Date: 7/15/2019 Job Address: 10550 W 32Nd PI Wheat Ridge, CO, 80033 Job Number: 501R-550SUTT 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 Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 136 mph Exp. = C PV Dead Load: Sincerely, Jason Brown, P.E. Civil Engineer Sunrun, Inc DPV = 3.0 psf CDocuSignedpby:� Q.A-AI�. inti OtEF89FE560A443... 7/15/2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 cliv of Whea# Ridge i�don9 VMS710n DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE Engineer: JRB Date: 1/0/1900 Job: 501R-550SUTT Address: 10550 W 32Nd PI Wheat Ridge, CO, 80033 2of5 Structrure Geomet Mean Roof Height, 6 = 12 ft Eave Height, he = 8 ft Buiding Length, L = 60 ft Building Width, B = 40 ft Module Area = 20 ftZ Roof Pitch, 0 = 19 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, Cc = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, C5 = 0.85 Figure 7-2c Flat Snow Load, Pf = 20.8 psf Equation 7.3-1 Sloped Roof Snow Loads, Ps = 17.7 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes -2.43 Table 30.4-2 Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.90 Unbalanced Width = 6.52 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 32.75 psf Fig 7-5 Basic Wind Speed (3s -gust), V = 136.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor, 6 = 1.00 Table 1.5-2 Exposure Category = C Sec 26.7.3 Topographic Factor, Kzr = 1.00 Equation 26.8-1 Velocity Pressure, qh = 34.21 Equation 30.4-1 Edge Zone, a = 3.20 ft Figure 30.5-1 Uplift (0.6W) Zone 1(psf) Zone 2 (psf) Zone 3 (psf) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4 = .6 x qh x GCPzone = -17.24 -31.82 -49.78 Equation 30.4-1 Downward (0.6W) GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4 =.6 x qh x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 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 City 2x6 Rafter @ 24" OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 what PV System, Ppv 3.0 Total Roof DL = 11.0 psf Total Wall DL = 12.0 ps 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 idge ,ivision DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE Roof (1) Framin¢ Check: Roof (21: Engineer: JRB Date: 1/0/1900 Job: 501R-550SUTT Address: 10550 W 32Nd PI Wheat Ridge, CO, 80033 3 of 5 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 2x10 Rafter @ 24" OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 = 900 psi Total Roof DL = 11.0 psf Total Wall DL = 12.0 psf Roof Framing = 2x6 Rafter @ 24" OC PV Tributary Length, Lpv = Timber Species = Doug Fir -Larch #2 11.0 ft, Max Beam Span = 14.67 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 Belt Bending Stress, Fb = 900 psi Elastic Modulus, E,nin = 580000 psi Mb(wind_down) = Sheer Stress, Fv' = 180 psi 2153 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 PV Tributary Width, Wpv = 5.50 ft PV Tributary Length, Lpv = 2.0 ft PV Tributary Area, At = 11.0 ft, PV Dead Point Load, PD = Ppvx 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(0) = 171 Ib Mb(wind_up) = 448 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 448 Load Case: DL + 0.6W (CD =1.6) Pdown = Pnetx At + PD x COS (0) = 137 Ib Mb(wind_down) = 1063 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 1063 Load Case: DL + 0.75(0.6W) + 0.755 (CD =1.6) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 184 Ib Mb(wind_snow) = 1541 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 2713 Ib -ft > 1541 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 OK OK City of Wheat Ridge OK wilding Division DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE Engineer: JRB Date: 1/0/1900 Job: 501R-550SUTT Address: 10550 W 32Nd PI Wheat Ridge, CO, 80033 4of5 Load Case: DL+S (CD = 1.15) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 184 Ib Mb(snow) = 1399 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XO XCr = 1547 psi Mallowable = Sx x Fb (snow) Roof (2) Framing Check: = 1950 Ib -ft > 1399 OK Roof Framing = 2x10 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 14.50 ft b = 1.50 in d = 9.25 in Moment of Inertia, Ix = 98.93 in' Section Modulus, Sx = 21.39 in Bending Stress, Fb = 900 psi Elastic Modulus, E,nin = 580000 psi Sheer Stress, W = 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 1.10 1.00 1.00 1.15 Roof (2) Framing Check Continued: PV Tributary Width, Wp� = 5.50 ft PV Tributary Length, Lp� = 2.00 ft PV Tributary Area, At = 11.00 ft2 PV Dead Point Load, PD = Ppvx At = 32 Ib Roof Distributed Load, wDL = 16 plf Load Case: 0.6DL+ 0.6W (CD =1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x cos(B) = 170 Ib Mb(wind_up) = 567 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XO XCr = 1822 psi Mallowable = Sx x Fb' (wind) = 3247 Ib -ft > 567 OK Load Case: DL + 0.6W (CD =1.6) Pdown = Pnet X At + PD x COS(B) = 138 Ib Mb(wind_down) = 1070 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 1822 psi Mallowable = Sx x Fb' (wind) = 3247 Ib -ft > 1070 OK Load Case: DL + 0.75(0.6W) + 0.75S (CD =1.6) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 224 Ib Mb(wind_snow) = 1746 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 1822 psi cit, o/ Mallowable = Sx x Fb' (snow) = 3247 Ib -ft > 1746 olw hest R49e ui f R9 Divisioo e� 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 6EF91F42-FC4C-4863-8695-C3706A14A6FE Engineer: JRB Date: 1/0/1900 Job: 50111-550SUTT Address: 10550 W 32Nd PI Wheat Ridge, CO, 80033 5of5 Load Case: DL+S (CD = 1.15) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 224 Ib Mb(snow) = 1634 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 1309 psi Mallowable = Sx x Fb' (snow) = 2334 Ib -ft > 1634 OK Rafter Attachments: 0.6D+0.6W (Zone 21 Puplift = At x Pnet = 331 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: > 331 OK Table 11.2A - NDS > 331 OK %increase = (Wtotal + Warray) / Wtotal = 39850 *100%-100% = 3.78% ** 38400 **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 949.393.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 2400 ftZ Wpanel = 42 lb Wroofexisting = 19200 lb Numpanel = 28 Awallexisting = 1600 ft2 Wpanel_tot = 1176 lb Wwallexisting = 19200 lb Wbos = 274 lb Wtotal = 38400 lb Warray = 1450 lb %increase = (Wtotal + Warray) / Wtotal = 39850 *100%-100% = 3.78% ** 38400 **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 949.393.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 812OW DC, 760OW AC • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2012, MUNICIPAL CODE, AND SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (28) REC SOLAR: REC290TP2 BLK ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PV-2.0 SITE PLAN (1) SOLAREDGE TECHNOLOGIES: SE760OH-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3.0 LAYOUT • RACKING: GROUNDED IN THE INVERTER. PV-3.1 STRUC. UPGRADES SNAPNRACK RL; FLASHTRACK COMP. SEE DETAIL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR B MOUNT SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. Rl SUB-PANEL SNR A MOUNT PV-4.0 ELECTRICAL • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. PV-5.0 SIGNAGE • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE 1, OR TYPE II MODULES, ARE CLASS A FIRE RATED. F91 PV LOAD CENTER ® CHIMNEY • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). 5M SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. FLUSH ATTIC VENT • 15.17 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. PM DEDICATED PV METER Ckyof • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2).c. o PVC PIPE VENT What CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INVERTER(S) WITH ( METAL PIPE VENT LIMITED TO 80 VOLTS WITHIN 30 SECONDS OF A RAPID SHUTDOWN INITIATION.INV INTEGRATED DC APPROVED & DISCONNECT AND AFCI ® T-VENT AC Reviewed for Code Compliance [ AC DISCONNECT(S) Notes: T SATELLITE DISH 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). DC DC DISCONNECT(S) 2) Natural Gas piping to be bonded s per 2017 NEC FIRE SETBACKS M' Art.250.104(B).1aw 'dans Examiner Date 3)Bond P/V panels to the building Grounding CB HARDSCAPE or r�+rt ne;l,up,�cofoverm�rapppromlofpamsaGJKpra., Electrode System per 2017 NEC Art. 690(A). F COMBINER BOX Q tMc,the,IoUonfshof not beaing code of ur o� Cit ovplo orw nces-Pmintp - F -]INTERIOR EQUIPMENT —PL— PROPERTY LINE oM of the prowsions of the building code or of any City ordinances- permits presumhV to give authority to vialore ofconcelthe provisions of the 9uildhp l[ SHOWN AS DASHED SCALE: NTS codes or other onfoonces of the City shop not be ,w d A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION EC #7080, ME #30603 DC DIRECT CURRENT (E) EXISTING 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 EXT EXTERIOR PHONE 303.577.6527 FIRM FRAMING FAX 303.577.9629 INT INTERIOR CUSTOMER RESIDENCE: LBW LOAD BEARING WALL SHEREE SUTTON MAG MAGNETIC 10550 W 32ND PL, WHEAT MSP MAIN SERVICE PANEL RIDGE, CO, 80033 (N) NEW NTS NOT TO SCALE TEL. 3038090478 OC ON CENTER APN #: 49252 PRE-FAB PRE-FABRICATED PROJECT NUMBER: PSF POUNDS PER SQUARE FOOT 501 R-550SUTT PV PHOTOVOLTAIC TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex3 TYP TYPICAL V VOLTS JONAH NGUYEN W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET REV: A.4 7/12/2019 PAGE PV-1.0 ARRAY TRUE MAG PV AREA SITE PLAN - SCALE = 1116" = 1'-0.. PITCH AZIM AZIM (SQFT) ® AR -01 19° 179° 170° 179.7 W 32ND PL AR -02 12° 179° 170° 287.6 AR -03 19, 179° 170° 35.9 PL p PL PL PL d$ . e a o A: (N) ARRAY AR -03 a p a e p ° d (E) CHIMNEY p a a d a (E) SKYLIGHT a (E) DRIVEWAY a a d A 4 v - e a (E) A/C UNIT (E) FENCE p 4- .a .d ,. p d (E) GATE p a. of._e _ . ! d a .d' ad e d MP -pa AC INV FIRE SETBACKS ° (3 TYP) a s da (E) ROOF PITCH o p q TJ CHANGE d. a ° 0 d p � a a O O m u a p � p sunrun 4 " d .p d (N) ARRAY AR -01 ° a. pd (N) ARRAY AR -02 p e EC #7080, ME #30603 (E) AIR VENT - - ' da - 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 (E) DETACHED p PHONE 303.577.6527 FAX 303.577.9629 STRUCTURE a. SERVICE ENTRANCE CUSTOMER RESIDENCE: SETBACK (3.5' TYP) SHEREE SUTTON J 10550 W 32ND PL, WHEAT a RIDGE, CO, 80033 a.. ..a - TEL.3038090478 .a4 _ t iiY ci APN #: 49252 PROJECT NUMBER: 501 R-550SUTT PL PL PL PL _ � PL _T `-` "�'� igdir DESIGNER: 415 580-6920 ex3 �. JONAH NGUYEN SHEET SITE PLAN REV: A.4 7/12/2019 PAGE PV -2.0 JUI.uJ{lyll Cllvvlvpu — — .711 YG-1 -- vv -vv ROOF TYPE -- VVI'l IT/ 1 L MOUNTING DETAIL ROOF HEIGHT ROOF EXPOSURE FRAME MATERIAL FRAME TYPE FRAME SIZE MAX FRAME SPAN OC SPACING ROOF EDGE ZONE MAX PEN SPACING MAX MOD. OVERHANG DESIGN CRITERIA MODULES: REC SOLAR: REC290TP2 BLK AR -01 COMP SHINGLE - RL FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY ATTIC WOOD RAFTER 2 X 6 14' - 8" 24" 3.2' 2' - 0" 01-81, AR -02 COMP SHINGLE - RL FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY VAULTED WOOD 2 X 10 14'- 6" 24" 3.2' 2' - 0" 0'- 8" MODULE DIMS: 65.94" x 39.25" x 1.49" (38mm) RAFTER RAFTER AR -03 COMP SHINGLE - RL FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY VAULTED I WOOD 2 X 10 14' - 6" 24" 3.2' 2'- 0" 0'-8" MODULE CLAMPS: Portrait: 8.2" - 16.4" D1 - AR -01 - SCALE: 1/8" = 1'-0"Landscape: PITCH: 19° AZIM: 179° I I 7I 8'-10" 16'-711 —5'-9"— — 1 I 1 SISTERING REQUIRED V-3. UNDER PV ARRAY ' I 4'-4" II 0" - 9.75" MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF WIND SPEED: 105 MPH 3 -SEC GUST. LAG SCREWS: 5/16"x4.0": 2.5" MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER — 2' TYP I SIZE, SPACING AND SLOPED SPANS, AND NOTIFY E.Q.R. OF 00 8'-10" ANY DISCREPANCIES BEFORE PROCEEDING. a r-1 n r 0 n 0 0 7A' PENETRATION SPACING: --n --Qj FULLY STAGGERED 2'-2" ROW SPACING: 1.00" BETWEEN ROWS —5'-9"—� 23-3 COLUMN SPACING: D2 - AR -02 - SCALE: 1/8" = 1'-0" 0.75" BETWEEN COLUMNS PITCH: 12° AZIM: 179° —5'-5"— F6" —6'-7"— 3'-2" 23'-3" —6" � 611 J J J J J J J J J J J J - 5'-6" — 2' TYP sunrun oL, 5'-6" O 2.4 EC #7080, ME #30603 1' 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577.9629 CUSTOMER RESIDENCE: rzu- et SHEREE SUTTON D3 -AR-03 - SCALE: 3/16" = 1'-0"tRid9e PITCH: 19° AZIM: 179° ( whey gu,�din9pN�s,�n 10550 W 32ND PL, WHEAT RIDGE, CO, 80033 TEL.3038090478 4'-4" APN #: 49252 PROJECT NUMBER: 501 R-550SUTT 17'-2" SEE SITE PLAN FOR NORTH ARROW 2'TYP —3'-6'-7" 61 2" 1 DocuSigned by: 560A443 7/15/2019 Q'uC .'••f.a•y 43349 i C_ '.•••••` q� DESIGNER: (415) 580-6920 ex3 JONAH NGUYEN� SHEET LAYOUT REV: A.4 7/12/2019 PAGE PV -3.0 cu5ign tnyelope iu: btr`91r4L-rl:4l:-4iSbs-i5by5-Vs/UbH-14Hbrt NOTES: 1. PROVIDE (N) "B" SISTERED RAFTERS TO (E) RAFTER, SEE DETAILS. 2. ATTACH (N) SISTER TO (E) MEMBER w/ ATTACHMENT (SEE SCHEDULE) STAGGERED ALONG SPAN w/ 1" EDGE DISTANCE AND (6) AT EACH END w/ 1" EDGE DISTANCE. 3. SINGLE SISTER MEMBER IS ACCEPTABLE IF SINGLE SISTER LENGTH MATCHES THE MINIMUM SISTER LENGTH. R��NG�N M\N\Mv ••O / 1.2 1.3 -.00 ATTACHMENT TYPE PER TABLE 2 SCHEDULE IJ ------------ I I (E) CEILING L� JOIST (E) BEARING WALL 8_ELEVATION VIEW SCALE: NTS (N) SISTER RAFTER FROM EZ\oGS aX D .• no moi'/ • (N) "B" SISTER ( • � • -1 --------7 r/ l / / J END CONDITION (TYP.) PER TABLE 2 SCHEDULE r (E) RAFTER 4'-0" M I N. ATTACHMENT TOP VIEW PER TABLE 2 1.2 SCALE: NTS SCHEDULE ISTERING DETAILS NTS TABLE 1: ACCEPTABLE MIN. LUMBER TYPE LUMBER SPECIES & GRADE MIN. BENDING Fb (psi) DOUG FIR -LARCH #2 900 SOUTHERN PINE #1 1000 HEM -FIR #2 850 SPRUCE PINE FIR #2 875 TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE CALLOUT VARIABLE FIELD 2x6 OPTION TYPE SPACING # AT END 01EFB9FE550A443... ,.All 7/15/2019 1 SIMPSON SDWS 12" OC 6 pwis�o� TIMBER SCREW 'moi ©ptt0 LICF,�,� 2 COMMON 10d 6" OC 6 TABLE 3: UPGRADE SPECIFICATIONS CALLOUT VARIABLE RAFTER SIZE "B" 2x6 MAX DIST. FROM RIDGE "C" 5'-0" MIN. SISTER LENGTH llD.. 8'-0" ADD (N) "B" EA SIDE SEE SCHEDULE FOR ATTACHMENT AND LUMBER TYPE DocuSigned by: 01EFB9FE550A443... 7/15/2019 ��g�d90 w� pwis�o� 'moi ©ptt0 LICF,�,� c�`a eg0�,,e� ESECTION SCALE: NTS • NOTES: SEE SECTION 1.1 FOR = 49349 ATTACHMENT NOTES 120/240 VAC SINGLE PHASE SERVICE JUNCTION BOX PV MODULES OR EQUIVALENT 1 REC SOLAR: REC290TP2 BLK / (28) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (12) OPTIMIZERS (1) SERIES OF (16) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P320 CONDUIT SCHEDULE OMETER M #: XCEL 35 948 989 CONDUCTOR NEUTRAL UTILITY 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER GRID 3/4" EMT OR EQUIV. EXISTING NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. 1 200A MAIN (1) 8 AWG THHN/THWN-2 CBREAKER EGC/GEC 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 1 (END FED) EGC/GEC EXISTING '— 200A SOLAREDGE TECHNOLOGIES: - MAIN (N) LOCKABLE SE760OH-US WITH REVENUE —' PANEL (N) DEDICATED BLADE TYPE GRADE METERING FACILITY PV KWH METER AC DISCONNECT 7600 WATT INVERTER LOADS 4 4 3 2 40A PV _ GROUP 0 240V METER SOCKET SQUARE D LOAD RATED DC DISCONNECT BREAKER AT 200A CONTINUOUS DU222RB WITH AFCI, RAPID SHUTDOWN OPPOSITE END WITH LEVER BYPASS 3R, 60A,2P COMPLIANT OF BUSBAR [MAX 10' FROM 120/240VAC UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] JUNCTION BOX PV MODULES OR EQUIVALENT 1 REC SOLAR: REC290TP2 BLK / (28) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (12) OPTIMIZERS (1) SERIES OF (16) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P320 CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 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 8120 W P320 OPTIMIZER CHARACTERISTICS: REC SOLAR: REC290TP2 BLK: 290 W MIN INPUT VOLTAGE: 8 VDC OPEN CIRCUIT VOLTAGE: 38.8 V MAX INPUT VOLTAGE: 48 VDC MAX POWER VOLTAGE: 32.1 V MAX INPUT ISC: 11 ADC SHORT CIRCUIT CURRENT: 9.71 A MAX OUTPUT CURRENT: 15 ADC SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 8120 W SYSTEM OPEN CIRCUIT VOLTAGE: 16 V SYSTEM OPERATING VOLTAGE: 400 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 20.3 A SYSTEM SHORT CIRCUIT CURRENT: 30A Notes: 1)Verify or provide supplemental ground rod or rods. per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). 3)Bond P/V panels to the building Grounding Electrode Svstem per 2017 NEC Art. 690(A). NOTES TO INSTALLER: • 16 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. • ADD 40 AMP PV BREAKER TO MAIN PANEL. • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. 0w oS wheQt R;dge o4v;100 gud `n Lie }4. A!WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2017:690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) &WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC QWARNING ELECTRICAL SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LABEL LOCATION: INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF APPLICABLE). PER CODE(S): NEC 2017:690.5(C), NEC 2014: 690.5(C), NEC 2011: 690.5(C) Z WARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL I DO NOT ADD LOADS I SYSTEM J LABEL LOCATION: LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF UTILITY SERVICE METER AND MAIN APPLICABLE). SERVICE PANEL. PER CODE(S): NEC 2017: 705.12(B)(2)(3)(b), PER CODE(S): NEC 2017: 705.12(B)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) 705.12(D)(4) I &WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) 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): NEC 2017: 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: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 3.5" INVERTER 1 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): NEC 2017: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): NEC 2017: 690.12, NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1 a SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 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 AR PANELS ON ROOF =RVICE ENTRANCE AND PV G�yoc BEAKER DISCONNECT rep�d9� 'ID SHUTDOWN INVERTER (EXT) 10550 W 32ND PL, WHEAT RIDGE, CO, 80033 SNAPNRACK RL FLASHTRACK COMP MOUNTING 5/16" UMBRELLA LAG SCREW MUST EMBED 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER 5/16" UMBRELLA LAG SCREV 5/16" STAINLESS STEEL UMBRELLA LAG SCREW 2-1/2" MINIMUM EMBEDMENT FLASHTRACK COMP COMP FLASHING (HATCHED) DETAIL A COMP FLASHING SLIP FLASHING UNDER SHINGLE ABOVE ROOF RAFTER (TYP.) ROOF ATTACHMENTS SHALL ROOF SHEATHING, UNDERLAYMENT, ALWAYS BE EMBEDDED INTO AND ROOFING MATERIAL (TYP.) ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS ZZ iTRACK COMP 4BRELLA GASKET HADED GRAY) DOF SHEATHING FLASHING SHOULD EXTEND TO END OF SHINGLE COURSE FLASHTRACK COMP REVISION: A 6/19/2017 NEW ITEM GTV COMPLETED INSTALLATION SECTION VIEW FLASH TRACK SHOULD BE ORIENTED NO MORE THAN 3 DEGREES FROM PARALLEL TO RAFTER Il/l/lCTnl!" nAATCffTAI ROOF DECKING City °i wheQlt ttid9� 2-1/2" MIN. EMBEDMENT��„t in9Q"'is'fln INTO STRUCTURAL MEMBER 1 COMPLETED INSTALLATION Sunrun South LLC DESIGNER: G.MCPheeterS SCALE: NTS PART NUMBER: DESCRIPTION: REV �595 MARKET STREET, 29TH FLOOR .SAN FRANCISCO, CA 94105 USA ��� C�C�Q PHONE(415)580-6900•FAX(415) 58"902 DRAFTER: G.Viscuso SD -00708 PENETRATION DETAIL, FLASHTRACK COMP A THE INFORMATION IN THIS DRAWINGIS CONFIDENTIALAND PROPRIETARY. ANY DATE: 6/19/2017 REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE APPROVED BY: G.MCPheeterS WRITTEN CONSENT OF SUNRUN SOUTH LLC. City of Wheat Ridge Residential Roofing PERMIT - 201707735 PERMIT NO: 201707735 ISSUED: 09/27/2017 JOB ADDRESS: 10550 W 32nd PL EXPIRES: 09/27/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 24 sq Pitch = 6/12 *** CONTACTS *** OWNER (303)598-4205 JAMES B SUTTON LIVING TRUST SUB (720)921-6717 Kurt Ulrich 170107 The Colorado Roofing Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 Permit Fee 267.70 ** TOTAL ** 561.70 *** 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. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ► City of Wheat Ridge P Residential Roofing PERMIT - 201707735 PERMIT NO: 201707735 ISSUED: 09/27/2017 JOB ADDRESS: 10550 W 32nd PL EXPIRES: 09/27/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 24 sq Pitch = 6/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further attest that 1 am le ally authorized to include all entities named within this document as parties to the work to be performed an ll work to ormed is disclosed in this document and/o its' accompanying approved plans and specifications. ` �CJ Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 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 inan applicable code or any ordce 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 l �S From: no-reply@ci.wheatridge.co.us Sent: Friday, September 22, 2017 12:02 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) 10550 W. 32nd Place Wheat Ridge 80033 Jim Sutton 303-598-4205 45 C Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract jim.sutton.dad@gmail.com Yes Scan0616. pdf CONTRACTOR INFORMATION Contractor Business The Colorado Roofing Company, Ilc. Name k --- Contractor's License 170107 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-921-6717 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 9 Blue Sage Littleton CO 80127 (Primary address of your business) Contractor Email Address info@coroofingco.com Retype Contractor Email info@coroofingco.com Address DESCRIPTION OF WORK TOTAL SQUARES of 24 the entire scope of work: Project Value (contract 14000 value or cost of ALL materials and labor) No Pitched roof (2:12 pitch or greater) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 46 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof.- Type oof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 Owens Corning Duration Asphalt house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 47 all Owens Corning Duration Asphalt house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 47 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 Kurt Ulrich Email not displaying correctly? View it in your browser. 48 Insurance Company Policy Number: Claim Number: Adjuster: Claim Date: Deductible: $ Payment Terms: 50% or ACV (Actual Cash Value) due upon delivery of materials. Upon completion of work The CRC will invoice both you, the client, and the insurance company verifying the deductible has been paid and the work complete. When final payment from your insurance company is received, the final payment to The CRC is due. I, the property owner of the above listed address, retain The Colorado Roofing Company, IIc_ to repair/replace the roof/property associated with the insurance claim per the approval and payment of the insurance company. I allow The CRC to negotiate with the insurance company on my behalf to ensure that all damage is properly compensated for and that I am represented fairly. In the event the insurance company fails to properly reimburse for damages, The CRC may not be held liable and this contract may be void. *The clients out of pocket expenses will not exceed the deductible amount on the policy affiliated with the property address listed above unless specifically noted. z,r� - The Colorado Roofing Company, llc. f DATE Owner/Owner's DATE You, the client, have the right to rescind this contract within 72 hours of signing, as does The CRC. If you plan to use the proceeds of a property and casualty insurance policy to pay for the work, you may rescind this contract within 72 hours of receiving written notice the claim has been denied in part or whole. However, The CRC is entitled to retain payment or deposits for work performed in a workman like manner consistent with the standard roofing practice. Integrity, Quality and Customer Satisfaction to the roofing industry. 9 Blue Sage T-C`L`RAD' Date: ` -TLittleton Co 80127 720-921-617 ROOFING COMPANY Client Name: The CRC Rep: h U Address: BBB Cell Phone: - i 7-c-, City: State, Gutter Replacement: - Yes No Zip Code: Gutter Color: - S S , r .►�r v Phone: Downspout Color: Email: ✓ v �r� (� Paint: Yes �No Color: Shingle Manufacturer: awl Trim: Yes No Color: Shingle Color: =`mit Siding: Yes No Make & Size: Perimeter Drip Edge - Color: �O1l�Y Step Flashing - Color: Additional Services: Touch -Up Paint - Color: Current Roof Ventilation: Recommended Ventilation: &. ,L.., ZZ. 1/ '- Accept Decline Pull all necessary permits / Complete Inspections install per local building codes & manufacturers spec's X'6 nails per every shingle N'New step flashing where appropriate (sidewolls, skylight) 'New pipe jacks "Clean roof and gutters of debris Magnet sweep for nails after every day <Perform visual inspection for nails and debris every day '� lean neighbor's property of our debris (w/permission) year warranty on labor Estimated Date of Work: eon all sky lights The CRC cannot be held liable for delays due to material shortage, weather, labor or Ice & Water shield at eaves, valley's and around skylights other circumstances beyond our control. The Colorado Roofing Company, llc. (The CRC) shall hold in frust any payment received from you, the client, until The CRC has delivered roofing materials at the site or has performed a majority of roofing work on your premise. Insurance Related Information Insurance Company Policy Number: Claim Number: Adjuster: Claim Date: Deductible: $ Payment Terms: 50% or ACV (Actual Cash Value) due upon delivery of materials. Upon completion of work The CRC will invoice both you, the client, and the insurance company verifying the deductible has been paid and the work complete. When final payment from your insurance company is received, the final payment to The CRC is due. I, the property owner of the above listed address, retain The Colorado Roofing Company, IIc_ to repair/replace the roof/property associated with the insurance claim per the approval and payment of the insurance company. I allow The CRC to negotiate with the insurance company on my behalf to ensure that all damage is properly compensated for and that I am represented fairly. In the event the insurance company fails to properly reimburse for damages, The CRC may not be held liable and this contract may be void. *The clients out of pocket expenses will not exceed the deductible amount on the policy affiliated with the property address listed above unless specifically noted. z,r� - The Colorado Roofing Company, llc. f DATE Owner/Owner's DATE You, the client, have the right to rescind this contract within 72 hours of signing, as does The CRC. If you plan to use the proceeds of a property and casualty insurance policy to pay for the work, you may rescind this contract within 72 hours of receiving written notice the claim has been denied in part or whole. However, The CRC is entitled to retain payment or deposits for work performed in a workman like manner consistent with the standard roofing practice. Integrity, Quality and Customer Satisfaction to the roofing industry. w A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: N o - �,'nA f' Job Address: l 0 S-S� ►� 3-a "� (J 1 Permit Number: 0 (-7 0 -7 7 3 _S-` ❑ No one available for inspection: Time = y5 A/PM Re -Inspection required: Yes a When corrections have been made, call for re -inspection at 303 -234 - Date: / ro --7 o / -7 Inspector: T b DO NOT REMOVE THIS NOTICE A i CITY OF -WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 10 57.�-'o Ul Permit Number: 3 o r-7 o � -9 3 s' ❑ No one available for inspection: Time 1:, �7/ Alt9m Re -inspection required: Yes 9 When corrections have been made, call for re -inspection at 303 -234 - Date: 10,1/.g b Inspector: '-tis DO NOT REMOVE THIS NOTICE Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201400986 Issued: 12/16/2014 Stipulations: Vault Ceilings in Living Room, Kitchen and Family Rooms. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: SUTTON JAMES B 10550 W 32ND PL WHEAT RIDGE CO 80033-5510 Contractor: For the Following Purpose: Residential Miscella 012 ICC/2014 06 ICC/2011 2006 ICC/2005 Other A No change shall be made in the USE of NEC this building without prior notice NEC and a new Certificate Of Completion NEC from the City of Wheat Ridge. COMMERCIAL OCCUPANCIES le r City of __��Wh6at" idge City of Wheat Ridge Municipal Building 7500 W. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 301235.2855 F: 301237.8929 July 20, 2015 Owner/Occupant 10550 W. 32nd Pl. Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Buildi2g Division's are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division, The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. I You =4 retrieve adans and/or documents between the hoursvf at the Building Division offices located at 7500 W. 29"' Avenue in Wheat Ridge. am= Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-234-2857 www.cLwiieatrid&e.co.us Permit#:201401228 Issued: 12/16/2014 Stipulations: New Electrical Wiring for Roof Remodel. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. swim-No Owner: SUTTON JAMES B 10550 W 32ND PL WHEAT RIDGE CO 80033-5510 Contractor: For the Following Purpose: Residential Electric 11:59 P.M. Complete all information on BOTH sides of this form Building & Inspection Services D ivision 7600 W 291h Ave., Wheat Ridge, CO 80033 +M 303-235-2855 #s • L*sitactiavt !. r FOR OFFICE USE ONLY PIIPe c# 9,01 H T 1 0 1 4 3n ," Pfanftvi Mailing Address if different than property address) Address: City, atete, i • J1 1 ti d Iii ;: ".� 11 1 t c' �1i .: -`tti 1 n.�. t ti: -, 1 ., 1 � 1 \, n. i11 un? .�,ri� „iw � :. \ 1r sy s� } '� � } � 1 5 �. �.,, � 4 .. t \� 1 1 t � ti ,;:, 11 �� 1 a � „� u „1 . ,�,, . „S�. 1u ,a. ,1.. 11 - } s M..,: 1 . \ . �,. . �. ,.. it .1 l\ 1 1 ,� 1 -,. -\.. 1. i ,n k. :.�,1 •\ e.i 41 llri. .,.. \. :¢ ul t 1,1 1 ' .1 -.. z }. �,. it... �, v ,. ,. .,� . . � it 1 \t.S �.'.� 1 `a 1 1 \4 1 t �.lU � li �. Uii �. 1 v..,tii�r .,,, 1V�Z. .�n,_. ..0 ate1 ” 1e,i11�...a .., i� }e„u tu, ., i.� 4 w.,�11 ,�,�,a�� „� 'i N�11,'!�. ,,. ��M�14` W. �'t � „xi4,bS,.v�u��'1, �Al.d�a, aM ivy 1} 3�K,,,..� @i`ti� >.} �..�.,was�i?. t'3k .k�YeU:e, J.n a 1„ ?wY�; a�aa„�, „.i:;� '. •. � �. Date: 'tl U VV_V A Certificate of Occupancy or Completion has been requested for: PURPOSE OF ~S Building Department Approval: Remarks: ml; Zoning Approval: Remarks: Public Works App Remarks: Fire Marshall ApprovE (If Applicable) Remarks: Sanitation District Apl (If Applicable) Remarks: - Z5'-~ 0-7 Water District Approval: (If Applicable) Remarks: O C D Z 0 q ~ Ie0 z ~ 0 ~ 0 Wo m 0 n ;a > c 3 - ~ ~ n m 0 m< X N Z M N r C 0 ~v M m ~ TI ~ ~ 0 TI ~ 11 • m m O ,1~1 d 3 -7 z 0'o ° ~ ~ 0) ~ Z ~ s ~ o ~ P ~ ~ ~ v ~ ~ O ~ 2 ~ 0 Z ~ ~ n ~ a y , ~ 3 d ~ F A i < \ ~ $ m m d G) v ~ g m ~ ~ 0 A ~ c ~ m g o a ~ ~ ~a 9 = a ~ ~ c° o- m ~ m -n p0 ~ o~i W ~ T O C D ~ Q rp ' z ? ~ y (D 7 ° J6 m - Z 5' o ~ i p ~ i v m • 3 c n ~ Q v ~ m ~ c z Cl) ' O a G ) z r D O ~ D cn ~ D ~ r ~ m ~ N D D m Z cn~ z ~ ~ 0 1 = \ 3 ~ m z c- o R ; n o ; a° E. ? o` a ~ <p f° y o- a o '0 m a CD ~ 1,7 ` ~ o J ~ I406 0 c ~ (D , <D c v N ~ a O a 3 tA V c~ 0 N v O 8 c r a Im ~ ~ 5 ~ ~ a O 7 ~ ~ M = cr eD y ~ ~ ~ 0) ~ C 7 Q M ^ G') ;u p: O O < . N ~ N w ~ tD n ~ N co = :0°i c' W W ww cn u o D ~ y O ~ W 00 O o ~ MS a w 0 3 S ~ a f a 3 c4 j w ~ ~ ~ ~l t . e~ ~ L• P i• w k Z ~ ~ ~ ~ ~ ~ ~ ~ IU] ■ (D rwom 0 0 Mol CD CO) . yoj 4HE City of Wh eat Ridge Residential Plumbing PERMIT - 070272 PERMIT NO: 070272 ISSIIED: 04/03/2007 JOB ADDRESS: 10550 32ND PL EXPIRE5: 09/30/2007 DESCRIPTION: Underground gas line to detached garage - CONTACTS . owner 303/598-4205 James B. Sutton PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 200.00 FEES Permit Fee 30.55 Total Valuation .00 mo Use Tax 3.60 TOTAL . 34.15 Comments: I hereby certify thatthe setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations o£ he Cit of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegati s made e accurate; that I have iead and agree to abide by all conditions printed on this applicat~iori "a`nd at I ass ull r~sp sibility for compliance with the wheat Ridge Building Code (I.H.C) and all other afe appl'icable Ridge p i nces, po work under this permit. Plans subject to field inspection. 3 iq9aEure of cont~facto{/owner date ~ / 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the 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 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this peimit ezpires, 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be doce that will change the natural £low of water causing a drainage problem. 5. Contractpr shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pexmit or the approval of drawings and speciEications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. A11 pla w is,.,.atikiject to d inspections. Sign ture of ief Bu-fFdii!'"g`Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of WHEqr,~ gUILDING INSPECTION LINE - 303-234-5933 Date: ~ ~ CITY OF WHEAT RIDGE " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 50033 -(303-235-2855) PLE~ # ~~(ORPO~ 1VINOR Al~~~~ATION Property Owner: "q y1AC.S u D vL f Property Address: 1DS g O(a~. 32~p✓`• Phone:.3C'5 5 Contractor License No.: Company: Phone30'3 > . OWNEfLCONTRACTOR SIGNATURE OP UNDERS7ANDING AND AGREEMENT Buildina Dept. Valuation Figure: $ Z~ _ 1 hereby certify. that the setback disfances proposed by this permit applicafion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easemeots or restrictions of record; thatall 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 -assumefull responsibility for --eompliance with the Wheat Ridge Building Code (I.B.C) anda ft}eapplicable Wheat Ridge Ordinances, for work unsler-ihisp,ermit. Plans sub' t~eld inspection. (OW NER)(CONTRAGTOR): Value:$ Pernut Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use ofSpace (description): / Description of work: aS ~ ~vq- ~ Sq. Ft. added - Expiration Date: . Expira4ion Date: Expiration Date: Approval: Approval: ApprovaL (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of fhe 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 siMy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) -If this permit expires, a new permit may be acquired fora fee of one-half the amount normally required, provided no changes have been orwill tie made in the original plans and specifications and any suspension.or abandonment has notezceeded one (1) year. If changes have been or if suspension orabandonment exceeds one (1) year, full fees shall be paid fora 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 inspecGon card before proceeding with successive phases of the job. . (6) The issuance of a permit or the approval of drawings and speciflcations shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes orany other ordinance, law, rule orregulation. AII plan review . is subject to fteld inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: nF W HEQrq ~m City of Wheat Ridge °OLaRpO° Res. Add Structure PERMIT - 070104 PERMIT NO: 070104 ISSUED: 02/12/2007 Ap~`JOB ADDRESS: 10550 32ND PL EXPIRES: 08/11/2007 ,~,DESCRIPTION: detached garage Ee CONTACTS owner 303/598-4205 James B. Sutton . . ~ PARCEL INFO . .;ZONE CODE: R-1 _ USE: UA UBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 13,906.68 , FEES Permit Fee 308.50 200 53 Plan Review Fee . sc TOtal Valuation -00 Use Tax 250.32 TOTAL 759.35 oved per Case WA-06-20 MR 2/8/07 CR 2/12/07 ect to field inspection electrical must meet 2005 NEC hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable dinances, rules or regulations of the City of Wheat Aidge or covenants, easements or restrictions of record;that all asurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this )plication and that I assume f 2 res~p°n bility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other ~plicable Wheat Ridge,qrdin _ces, fqY, ork under this permit. B1ans subject to field inspection. This permit was issued in acmrdance with the prwisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and Huilding Codes oE Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue da[e. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building 0£ficial. If this peYmit expires, a new permit may be acquired for a fee of one-half the amount normally requised, 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a perm or the a prov rawings and specifications shall not be construed to be a permit for, nor an a rwal of, an ion h i s of the building codes or any other ordinance, law, rule or regulation. All pPan review ' Ysub' ~j~ i ilS. of Chief Huilding offical aate N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY COMMUNITY DEVELOPMENT DEPARTMENT Building Permit NL..nber: r oE w"EqTP . BUILDING INSPECTION LINE - 303-234-5933 Date. ~ o CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-235-2555) c~CORPO~ . MIN~~ ~PUErA.EIV.N ' I . Property Owner: m e s J. S' (rf f 'O h Property Address: ( O$ S O CJ •`.3 n d(, I. Phone: 303 F/ S- `f2o,!r- . Confractor License No.: Company: . . Phone: R° OWNER/CONTRAC7OR SIGNATURE OF UNDERSTANDING AND AGREEMENT guilding Dept. Valuation Figure: I hereby certify that the setback distances proposed 6y this permit application are . accurate, and do not violate applicable ordinances, rules or regulations-of the City of `IgjUe:$ (j G) CQ . . WheatRidgeorcovenants,easementsorrestnctionsofrecord;ihatallmeasurements - shown, and allegations made are accurate; that I have read and agree lo abide by ail Perilllt F88:$ . conditions printedon this application and that I assume full responsibility for -compliance with the Wheat Ridge Building Code (I.B.C) and all ot r plicable Wheat P1an ReV10W FeO:$ . Ridge Ordinances, for work und ermit. Plans sub- d f' d inspection. jJSO T3X:S@ . ' . (OWNER)(CONTRACTOR):SIGN DATE~ ' TOY31:.p . Use of Space (description): ~ e~.✓`4 ~ar ~ Description of work: Sq. Ft. added S-7e . ~h( BUILDING DEPARTMENT USE ONLY SIC: Sq. COMMENTS: Approval: Zoning: "U IG COMMENTS: .APProval:. 2 WORK6COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: WaNs: Roof: ' Stories: Residential Units: Electrical License No: Plumbing License No: Company: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: . This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the workauthorized is not commenced within sixty (60) days from issue date or (B) the building - authorized is suspended or abandoned for a period of 180 days. I . If lhis permit expires, a new perrriit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (4) year. Ifchanges have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid Por a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. -.Contractor shall notify the Building Inspector twenly-foor (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. - The issuanceof a permit or the approval of drawings and specifications shall not be construed to be a permit for; nor arv approval of, anyviolation of the provisions of the building codes oranyother ordinance, law, rule or regulation. All pian review is subjectto field inspections. - Chief Building Official Residential Worksheet Address: 10 Zoning: P, - 1 Lot Size: \5 , oOO sq. ft. Maximum Lot Coverage: 2< Proposed Improvements: House: Addition to House: sq. ft. sq. fr. Shed: sq. ft. Detached Garage: sq. 8. ~q c;1-D sq.ft. Existing Improvement(s): House: Z 5 6 c3 sq. ft. Shed: Detached Garage: Other: sq. ft. sq. ft. Proposed Lot Coverage: (Total) Z~ % 36::K sq. ft. Required S etbacks: FR 3 0' S 1 s' S I 5' R I S' Provided Setbacks: FR 0J q S N A S g,5 1 -~t R 13. 5t 'r Maacimum Height: I < ft. Proposed Height: 17- ft. Maximum Size: 100p sq. ft. Proposed Size: 5,41$ sq. ft. -#0 &J o Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any properiy line, except when used as j oint access for two or moie lots. In residenfial zone disiricts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is pexxnitted. Landscauin¢ Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Property in the flood plain? ~,o Lot Width: ( lo , ft. % sq. ft. t,0 S4eet trees required: Sheet frees provided: . . _ _ ~ ~ ~ ~i NO: REV1510N DATE ; ~ 2 ~ ~ ~ ~ ,i ~ ~ ~ ~ , - J _ , ~ ~ - . . _ . _ ~ _ . ~ ~ * r j J~ ~ r ~~j _ _ ` ~i,F~ # -.-__.,y.~ ~ . ~ ~ ~ ~ F t ~ ~ ~ i ; ~ 1 ~ C ~ i ~E ~ f ~ I{ i ~ ~ ~ ~ ~ ~ ~ I ' ~ 1 r ; ; ~ ; ~ ~ ~ ; r-~ E i ~ ~ ; ~ , I ~ , i ; I ~ ~ ; , ~ ~ , r ~ ~ ~ ~ l • + ~ _ , ~ ~ { 1 ~ ~ ~ ' ~ E ~ ~ ~ ! ~ ~ " ` ~ ° , ~ ~ ~ i - i ~ ~ ~ ~ ~ ; I , ~ { ~ ~ , , ~ p , E ~ ' _ , ~.4_ i q~ ~o i , ~e ` ~ 1 1.' o ' j~1 ~ s~~-~*~~ .__..~v..W~ > _ ..m.~ ~ M_, s ~ ~ ~ 6 i1 .g, . ~ ~ 9 . ~ ..__.w.. j ' ~ ~e, ~ ~ . . , j i . . ~ ( ~ ~ t~ f i ~k1f~ - - ; r.l • ~ ~ ~ .w.________.._ _ _ , - , .w. ,.ri. ~ ~ - - i _ . ~ ~ ~ d _ _ e.. ~7 La . ~ F~~ ~ i . ~ ~ ~ A ~ . 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Inspection Services Division (303) 235-2855 Correction Notice Job Address: AQ-556 32N0 PLflJ=r- ,1~ / flJ~2 /.vCS~EGT/Oit/ ~ .d/.cJ~LL~.✓l iCS ~5'~'1^ILPFL~ z' ND ~ivE ~!-L 04652TE_ When corrections have been made, call for re-inspection at 303-234-5933. zl~_ Inspector DO NOT REMOVE THIS NOTICE /.c- T7//~S r9.~~ .Pe //A,cy.z7 77'r~t/ FE _ ~ Permit Number . BuildingPermit I8682 CTTY OF WHEATRIDGE 9500 West 29TH Avenue 5/6/2005 vVheatridge, CO 80033 Inspection Line - 303-235-2855 ei1y°f'u"~~~? 303-234-5933 Residential Miscellaneous 'PROPERTY lOSSO 32nd PI own?ER: Limited Edition Homes, LLC (303) 526-2040 . Description. . . . . . . . . . . . . Repair Foundarion per attached engineered drawings FEES Fees Due Paid - se Tax $270.00 $270.00 U Plan Review Fee $212.36 $212.36 Permit Fee $32670 . $32670 Total Fees $809.06 $809.06 CONTRACTORS Name License # Phone ' Limited Edition Homes LLC 22268 3035262040 AUTHORIZATIONS r T e Notes A roved Zonin A roval frontsetback encroachment ok as Ion as wa 5/6/2006 Buildin A roval sub'ect to field ins . 5/2/2005 Units: Occ cy:.:r3 ~ of: Stories: SqFeeC o. I hereby ce ' Nvt ehe eback fentts p sed by pe [ app4sa0 accurate, and do vot tlalete applienble ordinaucw, mlu or reguWtlo. o(Ne Clty o( . Wheet Rid oi cwenan , eese ta or tiovs o( ord; at allm u- ments shown, avd aVegations made are accuntr, tha[ I heve readavd agree ro abide by . all mudirio s prinhtl on Is ap a[io eo tha[ I as ~e fWi espo IOty or compliance wiN [he Wtieat Ridge BuOdiug Code (U.B.C.) avd alI olher appVOble ' WhwtRia brdinancfarwa und th' permlc . ~ (OWNER)(CON T SIGNEDDATE 1. Titis permit wxv ismed in accordvvce with Ne pmvt ians set forth in your applicvdon and Is subjec[ W[he luwe o(the Stale of Coloratlo Red m tFC Zoning Reguletions antl Bullding Code af Whee[ Ridgq Colorntlo or any olher app4cable ordinanca otNe City. . . 2-~ This pe'mit ahall exp've it(A) Nework euthoriud'u not commeneetl wiWin siity (60) dvys from ume date or (B) the buiiding auNoriud is suspendM or - " absutlonedforaperlodof120tlays. . . . 3:V fhu permi[ espiru, a new permi[ may be aeqoiretl for a@e of onqhaif[he amouvt normaLLy requtred, providetl no changes have beev or rviR bematle in 0e original plaus ond specificefions pud any swpaision oF abaudonment bas mCqceeded ane (1) yeae If cM1noges arc made or V suspemlon or abantlonnent . ' excatlsone(t)yeaqNO{eesshollbepaidforenewpermit - 4 'Noworkofanymennershallbedonetba[wJlchangethenatuniilowofwarereausingadninagepmblem. 5. Cootrvctar.shallnoHfytheBuJdinglnspectortwenty-four(26)hooninedvauceforallWpecliomavdshellreceivewrittenapprovalbninspecfioue+rdbetore proceeding wIN successive phuespf Nejob. 6 1Teissuanceofa p1jpe ofdmwingsa aifentla~ahallnotbeconsVUedrobeapermttfaynoraoappravalof,anyvlolefionofthe . provi+lons gmd yo[her ordinanc learreguletlon . . . ChieBUiWluglaspecwr ~ . SICdlmDATE . . Friday, May 06, 2005 . . Page t of 7 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: OF WHEqTP BUILDING INSPECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) C~(ORPO~ APPLICATION Property Owner: ~ i ri, i TL-:- D L= p/i`70~ !-f'tSYH G Property Address: ~o SS O tIj,. Phone: 3 0y -5.t 6-,;iLo yQ Contractor License No.: I'l-d F-o ,2) Company: L~~.. ~4 oj2 - G Phone: OWNER/CONTRACTOR SIGNA7URE OF UNOERSTANDING ANU AGREEMEN7 Building Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit appliration are accurate, and do not violate applicable ordinances, r regulations of the Cityof ~Igllle:$ 4~0v ~ , Wheat Ridge or covenants, easements or restricfion pf re rd; thatall measurements ll t bid b th t I d Permit Fee:$ a9ree o a e y a a v read an shown, and allegations made ar ur e, ibilit f t f ll G or me u respons y conditions pnnted on this plicati n a d as ' P1anReviewFee:$ ing d C) dallotlierapplicableWheat compliancewiththeWheat idgeBu Ridge Ordinances, for work under t e it s bject to feld inspectio Use Tax:$ (OWNER)(LONTRACTOR):SIGNED . _DATE ~ O TOt31:$ Description: ^ n ' RPeiPr lt2 p _ b Sq. Ft, added 0- . BUILDING DEPARTMENT USE ONLY Sq.Ft.: COMMENTS: nvvrovaeJN S~4'DS- F/oht 3tiCl~ ekC/aac atrHf o c ar Zoning: u Wa ( k- o vl- II-N,(v~ rs areK wt ~ l~v'h O JFderf~1I P// jec, zb-Coli + IG COMMENTS: ~OI f ~ D'Q/~( F ~ ~ ~ Approval: rS ,a~ bc 4 • ~ ~ p~ae.~ c..f ~ • WORKS COMMENTS: ~ Approval: DEPPRTMENT COMMENTS: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pertnit was issued in accordance with the provisions set forth in your application and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall ezpire if (A) ihe work authorized is not commenced within sixty (90) days (rom issue date or (B) Ne building authorized is suspended or abandoned fir a period of 180 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has notexceeded one (7 ) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shaii be done that will change ihe naW21 flow of water causing a drainage problem. (5) ConVacWr shall notify ihe Building inspector twenty-four (24) hours in advance tor all inspeclions aad shall receive written approval on inspectlon card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drewings and specifications shall not be consWed to be a permit for, nor an approval of, anyviolaGOn of the provisions ofihe building codes or anyother ordinance, law, rule or regulation. All planieview is subJect to fleld inspections. Chief Building Official ~ ,J) ~ ~ U zi ~ I~ ~ 1 ' ~ ~ ~ ~ ~ ~ n ~ n~~ew5e n 8ea~a~9ammmim _m< (rn p 131.90' N y c' m o ~ = a~~o=m nnm~'ms~ S UTILITY EASEMENT PER PLAT ~ m qVq ° m' a m : m a m m l9' O ~ 7~..- ~ m'Z r iTZ i i ~J ~ a! w ,4a D.r o A : : ..ASP W / A a~P' *Z trJ V] m3 moe ~ m :mmoa D r a '3 ~ 8 o fnT OD 30 1m ~ S m ~I I f oa ~ ~EW ~ N mm°"° a --ii qr ''~°6 °~omm m~_am °<A o (A mmo.o °neJ `°-~gm 3mT . N3~ m W Rl'~ ~ Z r ~ t ma 1 ~224' ~ ~W . 41 ADb ¢4m'mo~a~m~ ya~~o r H ~ ~ 01~; D \ y m uy oN 2$ ° Z Z ~ ' ~ zo a j { 4 ' N\ ~<i 'c 3 ~~r3m c8 3wSmS ~ G) Z. o O ~ 0-i0~ Amy I . ~ D m m n mo n ~m°ma' '0 4i~°mm n~' ~Z - 10, • 3n ' I~IC)2 f \ m<~ 3 ♦I zm smso- - - ` am m y v 3 @ m' m v o m m o ~ Z~ r .~-1 Z tn I J f~l O D On __'__`__~`_,~_~._.w.'__ 5-0 mm°6m m3 m~a~~ n° m 9 oRi w m O c ~ yz po r z y ~ v ~ 00 > ~a~me €a ~m m n T H. D-~ ~m nm m m q 3 Q D PI 00 4 N ~/Ty1 0. D y 74.5nCzi ~ v, " °S =R m I~C 00 0 mJmO 3, m° 3a 3 8 r7 oo r ml r lo\mN,. =m U~ y C~ ~ I \ p m n ~m8m = am m ? 3 ' 0 ~ ~ ml I ~ ~~:_.o~~~ ~ N m ~ F ~ ~ ~ sm°m PP p0 ° m` o z v D rn ~ ~y ja m~:ZO~\ 0 mm . o ~ S 0 y iV ~ ci m.IF,wN` ~a ~ d N i F m m mg~ a~ 3° = w 1 o m a o Z o \z. o o~\,\ m~ ~ ~ m>.j m ~ Z s ~ N w o \ ~ r • ~ O „ Z N\\\ O Z{~♦ Y' m°7'g m a~ o " X a m 25 ^ Oo3 m _ - I . Jcc I a ~ ~ ~ o b> >°m $ q Ul ~ Q ~4m'"a' om -m 4.8 2.7' n Zm D W ~ " Z o£ 6m 5 - ~ I \24.7', O ~ ~ . ~ ~ Y/ D ~n n 'o o : y 0I 0 3 ; a 8 ' o. - L _ - _ _ - _ - - - - - - - + Z o m oB a' 0 c o o ~ I ~ g m a m s o 5' UTILIT' EASEMENT PER PLAT ~ I0 A ~ 3 m 125 a P o m R~4 m ~ ~ o O A s '~~O T I Eo Z N ~ a 41 q3 °'m~ _ o i O O W4-11 9 v N > m C..Ti A co o.3 ~ o < - ee~~~ Q MOORE STREET * U (qg• R_O_W) ~ FOUND 1/2' PIN \N¢' 3 9 _ ~ -1--------- LOT LOT 2, BLOCK 6 3 BLOCK 6 $ WheatRid ' e il i ivisi 7500 w. 29"' ave. WheatRidge Colorado 30033 303-235-2853, FAX 303-235-2857, www.ci.wheatridgexo.us Limited Addition Homes 10550 W. 32"d Place Wheat Ridge CO 80033 5-2-0$ The following requirements are made under the 2003 International Building Codes, 2002 NEC and the 2003 International Fire Code with amendments as adopted by the City of Wheat Ridge. 1. Building Plans were reviewed under the 2003 Intemational Residential Code, 2002 N.E.C. and aze subject to field inspection for compliance. 2. Since the home is in the state of condemnation it is required this building shall be brought up to present day code this includes but not limited to all electrical shall be brought up to the 2002 NEC all shuctural and plumbing shall be brought up to the 2003 IRC with amendments for new buildings. 3. The electrical shall be brought up to code. 4. The plumbing shall be brought up to code. 5. The residential R value shall meet the City of Wheat Ridge Prescriptive Energy Code. 6. The basement foundation wall shall be pushed out so that a plumb line passing through the center of gravity does not fall inside the middle one third of the base. ( Per section 302. 10 of the 1997 Abatement of Dangerous Buildings book as adopted by the City of Wheat Ridge). 7. Foundation wall shall be weather proofed to prevent moisture from entering the foundation and a french drain should be built around the south side of the basement and drain to a sump pump pit. 8. All bedroom windows shall meet egress. 9. Every bedroom along with common spaces shall haue a smoke detectors that are hardwired in with battery back up. If you have any questions please feel free to give Chad Root a call at 303-235-2853. Limited Addition Homes 10550 W. 32°d Place Wheat Ridga CO 80033 The following requirements are made nnder the 2003 International Building Codea, 2002 P1EC and the 2003 International Fire Code with amendments as adopted by tLe City of Wheat Ridge. 1. Buiiding Pians were reviewed und.er the 2003 International Residential Code, 2002 N.E.C. an8 are subject to field inspection for compliance. 2. Since the horne is in the state of condemnation it is required this building sha116e brought up to present day code this includes bixt not )amited to all electrical shall be brought up to the 2002 NEC all skuctural and plumhing shall be brought up to the 2003 TRC with amen(lments £ar new buildings. 3. The electrical shall be brought up to eode. 4. The plumbing shall be brought up to code. 5. The residential it'value shall meet the City of Wheat Ridge Prescriptive Energy Code. 6. The basement foundation wall shall be pushed out so that a plumb line passiug tluougp the center of gra'vity does not fall inside the middle one third of the base. (Per section 302. 10 nfthe 1997 Abatement of Dangerous Btuidings bonk as adopted by the Gity of Wheat Ttidge). 7. Foundation wall shall be weather proofed to prevent moisture from entering the foundation and a freneh dra9n should be huilt azound the south side of the basement and drain to a sump pump pit. 8. All bedroom windows,shall meet egress. 9. Every bedroom along with common spaces shatl ha've a smoke detectors that are hardwired in rwith battery hack up. If you have any questious please feel free to give Chad Root a call at 303-235-2853. N 0* Z .'b£'0 00:ZS`9 /S ltiW?JON Z8Tb9ZS20i6 aIoN 31nsay 96pd amtl ~.aPIS epoW UOI}PoO-l OO:ZT SOOZ 9 62W ~.aodaZ-1 - uoD ?w su-e.al >1<7k i'd zS86SZ£02:X2J Md ~ 9NINNdId BuildingPermit Permit Number 18731 CTl'Y OF WHEATRIDGE 5/19/2005 . 7500 West 29TH Avenue . Wheauidge, CO 80033 - InSpeCtion Line 303-235-2855 303-234-5933 Residential Electric . . PROPERTY.lO$$O .32IId~P1 UIIIt: ' owtvER: David High (303) 526-2040 . . Description . . . . . . service change 200 amp . . . ~ . . . . . . . . . lDue l~1~3 b ICONTRACTORS . Units. . Occupancy: Walls: RooE .5tories: - Sq Feet: 0 .Ihuebyee'tiytM1atttiesetbaekdivmncevpmposedbythfapermi[appGrefianareaceura[qanddovo[rialareappliaebleoNinencu,rulesorregWatlowo(NeCityaf . WheatRidgeor rovenanv,easemenborreatrlcttousofrerord; Wa[aLLmeaswemeuasHOwu,antlaVegvtlawmadeaFeaccunh;thatlM1nvereadantlagreemabldeby " nliconditionsprin[MOnNiseppGCVtion,andfhatlassumefWirespansibilityforcomplianc¢wlNtheWhea[RitlgeHWlNngCode(O.B.CJmdallotherapp4cable f Whentl4d eordioanees.forworkuntlertM1tvpermie S J ~7-f~5 (O)WE OR) . . . . SIGNEDDATE . 1TM1is peemit was ksoed i.... rdanae wilh tAe provisio. se[ 6rth In yout appLcahon and is eubjecl ro the laws o(fhe Shh of Coiondo and to the Zoo(ug . Regulatioos and BWiding Code o( Whnf Ritlg4 Colondo or any o[her applica6le ordiua cea of tM1e Ciry. i.. This peimi[ shail espirc V(A) Ne work aufFOriutl Is n i commeoced wilFin s4ty (60) days from issue datr or (6) ehe bwlding mthorittd (s suspended or . ' . . aEantloved for a peiiod of 120 dcyx . . . . 3'- . ll"WS pe4m1[ exp'ves, a vew permit may 6e acquired for a fee afoushalfNe amouo[ normaYy requ4etl, pmrided uo changw hrve been ar wiLLbe matle in [he-originalplviaandspetlficetiansendaoysuspensionornbandonmrn[Lnnotunededane(1)yeaeifeheng . are vudeorifsuspwsfauornbbvdooment . . exaedsone.(i)Year.foil(easha06ePVdforanewpermit . 6 ~HaworkofanymannersAatibedoneNatwJlchangetheonhvalilawofwabscausingvdnimgeprotilem. . 5 .CaotrecforaM1allnotifytheBUildingWpectortweory-four(20)hoursinadvaneeTOraltlospectiortvavdahallrecelvewrinenapprovalonfnspectloncardbefore . . . proceMingwithsuaesvveptiuuofthelob.. . 6 Theiuuanceof Itorthe a ngsvvdspecilicationsshallmt6ecoustrued[obeapermitfoyvoranapprovalof,anyNolefiono([M1e . :provtvio uildin uaran~thrordin e.law,mleorregulv[iau. ; efeulltlingIffiPeclar . . . . SIGNEDDATE ' Thursday, May.19, 2005 . Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. o~ W"E'",~ BUILDING INSPECTION UNE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ° APPLICATION Property Owner: Property Address: I 0 S S(j Phone: 3 • SZ 6 - u' ~#O Contracior License No.: 52 5-1 Corcipany: ' '-s._k-Q. R~t i )EJ-4L, C.. Phone: 3. 9/ OWNER/CON7RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 I Bui/dina Dept Valuation Figure: $ I hereby certify Mat the setbadc tlistances proposed by ihis pertnit application are acarate, and do not violate applicable ordinances, rules or reguWtions of the Ciry of Wheat Ridge or covenants, easemenfs or resUictions ai record; that all meawrements shown, an0 allegations made are aavrale: that I have read and agree to abide by ali conditions printeC on this application and thal I assume (ull responsibility for compliance with the Wheat Ridge 8uilding Cotle (1.$.C) anC ati other applicable Wheat Ridge Ordinances, for work under fhis permit PWns subjed lo field inspecUOn. (OWNER)(CONTRACTOR): ~-If3'G Sq.Pt.addad /O Permit Fee:$ Use of Space (description): -~7E S Description ofwork: sF"e-v~ 66 C-9'-Av^A"e Plan Review Fee:$ USQ T3%: Total:$ Expiration Date: Dz~p~ Expirdtion Date: Expiration Date: ApProvai: ApProval: ApProval: (1) This pertnd was iuued in accordance with the provisions set forth in your appliption an0 is sub}ea to Uie laws oi the State o( Cobrado and to Ux Zoning ReguW6ons and BuitCing Codes of W heat R'idge, Colo2do or any other applicable ordinances of the Ciry. (2) This pertnit shali rapire if (A) the work auMOr¢ed is rwt commenced within sucly (90) days from issue date or (B) the buiWing auMOdzeO is suspandeC w abaMoned fw a period of 180 Oays. (3) I( tlus pem+tt expites, anew permil may be acquired fw a fee ot one-half the artaunt rwrmally requirfld, provided no changes have been orwill be made in the oripinai plans and specfirations and any wspension a abandonment has not exceeded one (1) year• H dmnpes hava been a iF wspe+ision or a6andonment exoeeds one (1) year, hill fees shail be paid for a new pemfit (4) No wwic of am manner shaY be done lhat will dianpe the naWral flow of water pusing a drainage problem. (5) Conyaqor shall notily the BuUdig lnspeclor twenty-fae (24) hours in advance for aN inspections and shall receive written approval on knpecoon card befw° Droceedo^0 with suaessive Wiases of the lob- (g) The issuance of a pertnR or the approrW of drawi1ps and spedAcations shaB not be consWed tc be a permit for, nw an apprwal of, any vidation of iha provisions of the buibing codes or any other ordinance, law, rule or regulation. All plan reWew b subjoct to INW iropectbns• Chief Building Official Etectrical License No:.Z So f'8 Plumbing License No: Mechanical license No: Company. &~JL-¢; t EJ&. t.02-~ L Company. Company. ~ a 0 ~ 0 ~ O ~ N N Z a~o ~ Z ~ M O ~ • ~ Z WZ W ~ t~ v V z Z ill W W o> ~ 0 U 0 C. co 0 ~ o p u p ~ 0 j 3 W 3 3 • N w ~ y H ~ Z Q ~ ~ W I y N O r a M CZ 9 kOOlB £ 101 9 HoOlB `L lOl Nld zfL aNnoj--// ~ (n+-a-a.sti) LHHHZS azioow I 1 ~ W I Z ~ 0 ~ o) Z O Q O J W a f . x 0 ~ a a < v ~ 0 ~ ~ M ~ ~ k W LL U • a N n rn ~ m U C co 0 ro m 0 0 U C m > ~ co zr) N ~i W J Q U U) W I Q ~ z~ C\l m ~ ~ ~ W ~ I / i ~ i ~ i lbld 213d 1N3W3SV3 llllilfl S - - - - - v ~ ~ ~ t~U~~~ 1 ~pO Z ~ n z 1 ~ ~pW,Y~\ r ¢ ~ \~Z U I+i ~ Q'~ ~ ~ ~ UU 0 S ~ Zu: a& a 0a ~\V °3a° ~ \ Uo - -p~t', (D d } w ~ ~A 9 l „f - W y W U ~ N \ \ \ ,.•S . .'I d?Z a0~. ; \ \ i . 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Inspection Services Division (303) 235-2855 Correction Notice Job Address: ~,,,,V G(/. S21v-f~/ _ FadT'i.vGs When corrections have been made, call for re-in ection at 303-234-5933. AA.Al DO NOT REMOVE THIS NOTICE ' L/4 FiPOr1 $lfsEtil~?" COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job aaaress: _ /a.S.Sd 32NO ,eA,7,e-' S~tdic~ ~v.~ When corrections have been made, call for re-inspection at 303_234-5933_ 0 ~ ~ 0 ro ~ N r ~ N R~ ~ P a r O -3 N ~ ~ 0 M b ~ ~ ~ ~ T ' Xi N i, ~ • 11 fA' > ~I n ~e O ~~~'I m T ` ~ R P ru ;I o- r r { W < N :I.. . . . . . il . . ~ :t jl. O ry C m m $ ~ - : . L ~J G.'/~✓ / A ~ ~ `Z 6 ~ m { ~iy 'm 2. ..9 ~ ~`O e co m m 0 m . 0❑ ~ 8 zN naa . . : m~~~.. -4 C) o ~ o~ >~O N g A co v = ; = ~ m o rn w rn w rn w Z c G U1 n 0 0 o a O 0 rn;u . . o G) N N N a o m A A A ~ n w W W W W N N O N (l~ O> Z ❑ ❑ ~ ❑ ❑ ❑ r m 3 xom n n~ .U ~ m v m occQ ~w y n,zia (D N 3 a n~ Q: o N o a y Z > S O T ~ e~ ~ O (D (un (D ~ d K J D R (D n W~ X° ~ ~aw m y e~ 0 o-3 - 2 fD O NN 0 N N O?, ~ ~ D d N - ~ m 3 ~ J ~ 7 N ~ EP O N~ f lt O. f)f ( l~ 6 N O. (11 ydj P d~ K < < o ~ 3 ~ na ~ 9 ~ N T y . y ~ N O t~ v' N I C O 2 A A I ~ a n a C a ~ Im ~D ~ c N z O ~ ~ P ' M m f~ ~ n N ~ n N iO Q ~ ~ m ~ A N n = ~ a ~ w Ic v~i a F WHEAT O ~ ` O U m ~OCQRP~O NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code the following property is in violation. According to County Records you aze the property owner of the described property in violation. 7anuary 25, 2005 • • ffi Property Owner: Attn: Lyon Financial Services 7160 3901 9844 2844 3308 ' 1310 Madrid St 100 ~ ' • ~ ~ Marshall MN, 53258 Attn: Federal National Mortgage Association 13455 Noel Rd, Tower 600 Dallas TX, 75240 CC: Creed Smith 355 Union Blvd., Suite 10 Lakewood, CO 80228 303-987-0404 303-987-0427 fas Certified Article Number SENDERS RECORD Cerfified Article Number 7160 -0 9844 2844 3322 SENDERS,RECORD Property Description: Rolling Hills BLKS 6-8, Block 8, L.ot 2, Section 28, Township 3, Range 69 or commonly known as 10550 W. 32d Place. Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particulariy set out below: The building is being used for dwelling purposes and is in violation to the following Code Sections 3023, 302.4, 302.5, 302.6, 302.7, 302.8, 302.9, 302.10 in the 1997 edition of the Uniform Code for the Abatement of Dangerous Buildings. 1. 3023 states, "Whenever the stress in any materials, mamber or portion thereof, due to all dead and live loads, is more than and one half times the working stress or stresses allowed in the Building Code for new buildings of similaz structure, purpose or location". 2. 302.4 states, "Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similaz structure, purpose or location: " 3. 302.5 states, "Whenever any portion ar member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property." 4. 302.6 states, " Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one half of that speci6ed in the Building Code for new buildings of similar structure, purpose or location without exceeding the working stresses pernutted in the Building Code for such buildings." 5. 302.7 states, " Whenever any portion thereof has wracked, warped, bucked or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction." 6. 302.8 states, "Whenever the building or structure, or any portion thereof because of (i) dilapidation, deterioration or decay; (ii) faulty construction; (iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such building; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely coilapse. 7. 302.9 states, "Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for the purpose foe which it is being used." 8. 30210 states, "Whenever the exterior walls or other vertical structure members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fail inside the middle one third of the base." 9. 302.13 states, "Whenever any building or structure has been constructed or is maintained in violation of any specific requirements or prohibition applicable to such building or structure provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings." ORDER The City of Wheat Ridge Building Official has deternuned the building referenced above to be a Dangerous Building and to constitute a health hazard if occupied, as more fully stated above. Pursuant to Code occupancy shall be permitted until all issues aze brought up to code and are inspected by the City of Wheat Ridge Building Department. This is therefore required in order to protect life, health and safety of the public. The property owner and all future occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described building. The Building Official shall cause the property to be posted with the attached Notice to prevent occupancy after present tenants move out and shall take action to remove all future occupants from the building. REMEDIAL ACTION No occupancy shall be permitted until all violations are abated pursuant to the remedial action as set forth below: 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to correct the following deficiencies. 1. Engineering for a new foundation wall and the old foundation wall shall be fixed so that it is plumb with gravity. II. Building permit shall be pulled for all work done on the subject property. III. All stmctural deficiencies shall be fixed such as but limited to the covered porches, positive drainage, concrete slabs and the faulty weather protection of the exterior. . APPEAL OF TIiIS NOTICE AND ORDER Any person having record title or other legal interest in the above described premises may appeal this Notice and Order or any action of the Building Official to the Board of Appeals pursuant to section 205 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an administrative hearing and determination of this matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WfIEAT RIDGE'S BUILDING OFFICIAL Chadley Root, Building Official Jar 20 2005 2:37PM HP LRSERJET FRX 720-200-6601 p.l ~ Bleier & Associates En9irteering Services ~ Bleier & Associates Engineering Services, LLC 7304 South Alton Way, Suite 3A Centennial, CO 80112 ba baes.net www.baes.net Phone: {720) 200-6600 Fax: (720) 200-6600 Date: Ta: r' ~ 1I r> ~ Company: ' eor,L, ` Fax: Eo3~ Z-35- ,>53,~_ Phone: From: _ ,i p /_a ' - Number ofpages (including cover): Comments: 114 " i/'' Jan ZO 2005 2:37PM HP LRSERJET Ffl% 720-200-6601 p.2 Jeff Berthold 3050 South Hobart Way Denver, CO 80212 Re: 10550 West 32' Place VVheat Ridge, CO To Whom It May Concern: January 20, 2005 An inspection of the aforementioned residence was performed ofl January 19, 2005 per the request of Mr. Berthold in regard to wall movement and improper drainage. A conv of tlus renort is bein¢ forwazded to the Citv of Wheat Ridge En ' eer'mg Deuartment re~ardme issues of safety as will be exnlained in the report. Upon visiting the residence and perfonning a visuat inspection the following facis aze evident: • The residence is a ranch style home with a fuli basement and an addition on the west where the attached garage had originally existed. • The basement has been partially finished. A portion of the sheetrock on the south wall was xemoved to exaznine the foundaiion wa11. The basement construcdon was ttot pzoperly floated when it was performed. The south basemeat wall is severely deflected inward, with tlie wall staying in- plane and structurally intact but rofating 7 inches inward ai the top ofthe wall over the 87 inch, height of the wall through approximately the middle 50 feet of the approximately 60 foot long wall. The plate beneath the framed wall above is partially to completelq off the wall throughout its 60 foot length and the wall supports the 2X10 floor joists rather than the wall plate in places. The east and north basement walls are bowed inward significantly at mid-height across close to the entire length of each wall. The plate beneath the framed wall above is partially to completely off the wall on the east wall and couid not be discemed on the north wall due to paneling. The paneling covering the north wall is visibly significantly bowed and the wall had I inch diagonal cracks where it was visible at the basement window at mid-wall. • The 2x10 floor joists on the south halfof the basement have been shored with a 4X6 timber spanning 12'-10" supported by steel columns set direcfly on the basement slab. This shoring beam coincides exactly with a partition wall above Jan 20 2005 2:37PM HP LRSERJET FR%- 720-200-6601 p.3 on the fust floor. The beam is visibiy deflected and cracked longitudinally_ The original.span of the 2X14 joists be£ore the south wa1L rotated was approximately 14'-10" before the shoring was placed. • The basement slab has heaved approximately 2 inches in the center and has perpendictilaz cracking at 4 to 6 foot intervals aeross its entue length. • Doorways and window frames on the first floor are noticeably skewed or racked thmugh the residence. • The entire residence has nutnerous cracks parallel to the ceilinglwall and walUwall adjuncts throughout the drywall of the walls and ceilings in all rooms of the residence with the exception of the aforementioned addition. None of the cracks exceed 1/8 inch in width, but the failure path of all cracks extend across the entize wall. • 1'he addition walls have been floated during construction, but the float space has been incrementally closed as the walls near the middle of what appears to be the original garage slab. • Uncompacted soil has been placed upon the original landscaping in an appazent attempt to create positive drainage to the south and east of the residence. The added soil reaches above the bottom of the siding and is causing rot in wood and siding members. The uncompacted soil is very moist to wet in atl locations. There are small sinkholas in three locations along the south wall. • Porch columns of the framed but mmcovered porch to the south of the residence have been set directly into the soil and aze skewed and tilted, affecting the structttre of the framed roof. ~s~u ,-'r~ '~~"~rxi~s+ 9~k ~ ~ ~ The evidence abuve is consistent with damage associated with swelling clay soil infiltrated with water. The rotation and bowing of basement walls, the cracking throughout the drywall, and the attempt to create positive drainage all lead to the above conclusion. Because of the extent of the movement and the lack of proper support for the framed wa11s ofthe residence, the residence is considered unsafe for normal occunancv and therefore uninhabitable. Whiie the residenca does not appeaz to be at risk of immediate catestrophic failure, its behavior is unpredictable and fixrther degradation of the sinicteual integrity of the residence is probable, particulazly in the event of heavy precipitaiion or excessive floor loading. Jan 20 2005 2:37PM HP LASERJET FAX 720-200-6601 p.4 It is ]ikely that the basement walls were not built with counterforts and that few if any mitigating conshvction pracrices were undertaken duriug the origina( construction to prevent the effects of expansive soil as it becomes infiltrated A2th water. It is also highly likely that some of the partially finished area of the basemeat was constructed as an attempt to cover the displaced walls. The movement of the basement wa11s most likely created a beazing capacity that the first floor partition wall was not designed to carry. Ttus would explain the attempt to shore the floor joists with the 4X6 beam. It should be noted that the 4X6 beam is overspanned for the design load, that the columns aze improperly placed on the basement slab, and that the original conshuction of 2Xi0 floor joists and 16 inches on center over 14-10" is structurally inadequate, making the oxigina] j oist placement and fhe shoring beam with steel colununs structuralIy inadequate. The attempt to create positive drainage with the addition of soil neaz the perimeter of the residence actualty appears to have created a worsened condition than previously had existed. The uncompacted soil will ailow moish►re to readily percolate and will create a cover that would enhance the ability of the soil below to retain moisture, and the moist soil has damaged wood and siding memhers that were not designed to be in contact wiYh soil. There following remedial steps may be used to return the residence to habitability and allow the residence to aclveve an appreciahle design life: 1) Walls shall at a mnumum be properly laterally supported, and ideally would he retumed to close to plumb using lateral bracing. This can be aclueved by the placement of a lateral force resisting system such as helical anchors placed horizontally or by excavation and piacement of structurally integrated counterforts. 2) Wall plates shall be properly and completely supported. This couLd be accomplished by retuming the basement walls to plumb or by a haunch mechanically attached to the laterally supported basernent wall. 3) Landscaping shail be performed in compliance with code such that positive slope is created at a11 locations around the residence and surface water properly channeled into natural dzainage patterns away from the foundation, and also so that no soil is allowed to be in contact with surfaces which are not compatible with soil. Jan 20 2005 2:38PM HP LRSERJET FR% 720-200-6601 p.5 4) Support of floor j oists with a properly supported and designed beam that will reduce the spaus af tha floor joists to structurally allowable lengths and will incorporate the wall above to bearing capacity. 5} Roof trusses shall be checked to ensure structural adequacy in what appears to be a modified bearing capacity. 6) All construction in the basement shalt be properly floated. Once the aUove repairs are affected, cosmetic remediarion of ihe residence may be safely performed. Ail construction and remediation shall be designed by a pmfessional engineer licensed in the state of Colorada and qualified in the lrnowledge of soil engineering properties and struchaal design, and lateral support of the walts shall be performed by a contractor familiar with lateral remediation of retaining walls. If there aze any questions, please call. Jay S. Bleier, P.E. Of WHEAT { P U m ~OloRn~o NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code the following property is in violation. According to County Records you are the property owner of the described property in violation. Januazy 25, 2005 Property Owner: Attn: Lyon Financial Services 1310 Madrid St 100 Marshall MN, 53258 Attn: Federal National Mortgage Association 13455 Noel Rd, Tower 600 Dallas TX, 75240 CC: Creed Smith 355 Union Blvd., Suite 10 Lakewood, CO 80228 303-987-0404 303-987-0427 fas Property Description: Rolling Hills BLKS 6-8, Block 8, Lot 2, Section 28, Township 3, Range 69 or commonly known as 10550 W. 32"d Place. Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particularly set out below: The building is being used for dwelling purposes and is in violation to the following Code Sections 302.3, 302.4, 302.5, 302.6, 302.7, 302.8, 302.9, 302.10 in the 1997 edition of the Uniform Code for the Abatement of Dangerous Buildings. 1. 302.3 states, "Whenever the stress in any materials, member or portion thereof, due to all dead and live loads, is more than and one half times the working stress or stresses allowed in the Building Code for new buildings of similaz structure, purpose or location". 2. 302.4 states, "Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location." 3. 302.5 states, "Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injwe persons or damage property." 4. 302.6 states, " Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in piace so as to be capable of resisting a wind pressure of one half of that specified in the Building Code for new buildings of similar structure, purpose or location without exceeding the working stresses permitted in the Building Code for such buildings." 5. 302.7 states, " Whenever any portion thereof has wracked, warped, bucked or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction." 6. 302.8 states, "Whenever the building or shucture, or any portion thereof because of (i) dilapidation, deterioration or decay; (ii) faulty construction; (iii) the removal, movement or instability of any portion of the ground necessazy for the purpose of supporting such building; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 7. 3029 states, "Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for the purpose foe which it is being used." 8. 30210 states, "Whenever the exterior walls or other vertical structure members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle one third of the base." 9. 302.13 states, "Whenever any building or structure has been constructed or is maintained in violation of any specific requirements or prohibition applicable to such building or structure provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings." ORDER The City of Wheat Ridge Building Official has deternuned the building referenced above to be a Dangerous Building and to constitute a health hazard if occupied, as more fully stated above. Pursuant to Code occupancy shall be permitted until all issues are brought up to code and are inspected by the City of Wheat Ridge Building Department. This is therefore required in order to protect life, health and safety of the public. The property owner and all future occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described building. The Building Official shall cause the property to be posted with the attached Notice to prevent occupancy after present tenants move out and shall take action to remove all future occupants from the building. REMEDIAL ACTION No occupancy shall be permitted until all violations are abated pursuant to the remedial action as set forth below: l. The property owner must apply for and obtain a City of Wheat Ridge building permit to conect the following deficiencies. I. Engineering for a new foundation wall and the old foundation wall shal] be fixed so that it is plumb with gravity. H. Building pernvt shall be pulled for all work done on the subject property. III. All structural deficiencies shall be fixed but not limited to the covered porches, positive drainage, foundation concrete slabs and the faulty weather protection of the exterior. APPEAL OF THIS NOTICE AND ORDER Any person having record title or other legal interest in the aBove described premises may appeal this Notice and Order or any action of the Building Official to the Board of Appeals parsuant to section 205 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal wil] constitute a waiver of all rights to an administrative hearing and deternvnation of this matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WHEAT RIDGE'S BUILDING OFFICIAL Chadley Root, Building Official 2.AhicleNumber of Oelivery 7160 3901 9844 2844 3308 i 3. ServiceType CERTIPIEDMAR . 4. Restridetl Delivery? (EMre Fee) ❑Yes i 1. Article Addressed to: ! BD:10550'W.32nd2'C \ ! Lyon TirutnciaCServices 1310 SKadridSt. 100 Mars(aC~ iYL7V 53258 Form 3877, July 2001 . ' Domestic Retum ~ ' . ❑A9ent ❑ Atltlreasee I rent from ltem 7? Yes :ntertleliv ~ e ~¢ssbelow: ~o 1AN sa ~ 31 ,nnr ~cr ;'"~i w'~1 . AM - ' ISPS b ~ ~ FEP3 0 3 Z005 , 2. Article Number • . allam=dmg:l ffil"Inn. A. Reca tlby (Please Prini Clearly) B. B. ~a of De~liy~ry i ,'-o~ z,//, i 6 SlgnaWre . . . . . . . ~i! . ~Adtlr~essee'. 7160 3901 5944 2844 3315 D. is aanvary saarass amaraot o-o cam 1? ❑ ras If YES, en[er tlelivery atltlress below: . ❑ No , 3.'8ervice Typa - CERTIFIED MkIL ' 4. Restricted Delivery? (EMra Fee) ❑Yes ' 1. Articla Addressed t¢ .BD:IOSSO`W.32mf2G 4 . EFF ~-~i il . ~FederaCNationaCMortgageAssocintion^ ' D 13455NoeC12,d.7ower600 9 03 2005 Oallas, ZY 75240 : PS FOrm 3811, JUIy 2001 ! ' ~ Domestic Retum Receipt Q~ c~l ~v ~ Q' 0 H ~ ~ W a ~ 3 z W ~ ~ m 0 Z W JOp F Ll ~ J a >-O w w ? c) w 00 ~ LLJ ~Z() ~ roo z a 2F~ rc MW4 O ~y= a 0 CD~ Z Z Z~> ~I W J~ m~ ~mU wl Er a °II W W 0 ? ~ ZI X ~ O m W m 2 O i W a 3 ~ J Q N Z L a~v O X J N W 7 w< r 3~ f n N a x 0 ~ w 0 O U a N j S ~ o u C V ~ 1 ~ O o ~ o . ~ ° S 10 n1 v p ~ a ^ IL Z G a b a G h i^ e ~ a o a o i4.1 I OR E I I ~ i j rn y Q ti ~ lzx ~ r o Y o L 8: fi o r- W N o x N ~ a o r m / ¢ Z c p ~ l W Q e L O Q a ~ ° . 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W Q W a N ~ X Q V a m F- 2 ~ S 3 Q p VI LL y R Q Q Q W Y Z Q ~ 3 N K ~ Q W W W 'J a O j ~y 3 3 m 2 N (ll Q U' ~i Q p 1~ K ~ N O F H W W N 2 J J J W LL ~ W ~ N a a W g ~ o w ¢ a N w a a F ~ o u m 3 u V ~ m W I- i U U ~ W ~ N N 0 J 2 - ~ _ ~ Z ~ } w > V m V' Q ~ W f O 0 rc > F- N w V W N N ~ H W W u K K , w w 0 z U' r W 7 ~ ~ Z o N W J ~ d N Z S ~ W J O ? Z = F O ~ ~ = 0 ° L r ° f a w i c i x a 3 v i a N n J e o 2 ~ W a N N c~ N 0 ~ Xa i 0 wor N w 10 a ~ O M? ~ z ¢ 0 N O Q = O Z a N U h P j r, `o U 0 H U w a N Z Z W LyA 00 W W ~ LLI ~ w x °~~m Q I- J aQ W - d U) H cn ~ U ~ T 0 ~ - o « c ^ 6 0 0 3 0 ~ ~ U r ~ C p a p at a~, o v m- m v= ° o ~ 0 3 _ E m O P m o ° m ~ O O L O L 0 P J G ~ ; O . o ~ ° v n o o a o c a o b a o y ~ s. O ~ L O L O~ L c Y `r G K ~ « O O P = O y U p ! ~1 ~ C O tl p e p N ~ O o 0 0 -«o 0 0«« 02 u o U i ` l a 0 ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: //3.55~) 32 9 /l~. 0) ~C~(/(/~?' ffiffi'/~" iP~~,p,✓.S , " 0-•4~/~'/i✓- .P~OUI.Pf~ in~ ~s~r~~.~s. When corrections have been made, call f~e-inspection at 303-234-5933. ~~OF WHEATP~Q COMMUNITY DEVELOPMENT DEPT. ~ m Inspection Services Division (303) 235-2855 ~01oRpo0 Correction Notice Job Address: A OSJre! 9 c~ ~0"pACGS //NAL c8U/G,07A/c~ ~ > EX7~ FLM/n L/Gi~T T ~ ~ /-'/TDTG2`T i//6LC G//~6iv~t , When corrections have been made, call for re-inspection at 303-2 Date: ~ J~ Q~N ~-RLY.o✓~ m iP~7~iQ ~[JT~T - DO NOT REMOVE THIS NOTICE FR[IM :BERNS HRUSEN STRUCT CONSULTING FRX N0. :303 617 3289 May. 08 2005 03:53PM P1 LLC sernVes 13982 East Sfarrtord Gircle 7FNI i- May 8, 2005 Mr. David ►{igti Limited Edition Homes. LLC 23767 Rockrose Dtive Golden, Colorado.804(11 fax 303-5264187 Re: 10,550 West 32nd Place Wheat Ridge, Colorado BHSC Project Numher: L14001 a Dear David: Page 1 Cn response to your inquiry, Licensed Professicnal ce:gineers registered iri tNe Siate of Cotorado I1Q htg have authority over any jwisdictions' building deparUnent. Some building deparnnenls will defer responsihilicies lo the engineers, but the building okficial has Cu11 desecration to allow or disallow the approvai of engineered plaas. We can thicken the wall to achieve the "midcHe oue third" tequiremeat, but you should ask the building department i.fthis is an acceptable alternative to satisfy the wa11 plumb requiremenu. i recommand that when dealing with the building depaitment, a hosneowner or c:ontractor 6e as cordial as possible and Do What Fy Reyuire The building oflicial may deny your project the required building pennit fcx any reason he sees frt. Rr• A*.i;nc the nroie -t foundation wailAlthough the repair ciesign provided by our afliee, if properly constructed, wilt fully stabi(ize the foundaticin and anctwr the house ftaming, the bnilding departments demands must be satis.fied. At the current stage of your repaic cfforts, the loundation wall plumbing operations are otdq an aetditional pcucedure. The work eonst[ucted so far is still required and is not wasted effort. Note that by moving the walt baek to its origiaal position, an-additionsl finished itoor area eC about 100 square feet will be gained;or the project, Yt is likely that the gdded costs of compiling with the bcnilding depskrtmEat wStl be rccouped in iie remte eP property (Iby gaiaidg foo¢age aud omiLtinK the "SU9picious looking" constraCtion featuYes currenUy plAnned). There aze contraclors in DenverArea that can readily provide the rtoted wall repair services. However, should you prefer to use you own contctu-cors to implement the canectioms, Llpoa request, Bems Hansen Strueteral Consulling, LLC will provide a comprehensive foundauan wall displacement wrrection procedure for the project: Cantinued... H)Isc~wnual,ca >_ooz $WCmmlFsgi~.~ Slntolwulk:vxluEtivm FcrtauviclnsYStitwuon Spuaalpioblcntc FROM :HeRNS HRU5EN STRUCT CONSULTING FRX N0. :303 617 3289 May. 06 2005 03:53PM P2 ~c~pr~o ~fflumc~~l ~{srrmc~~"g~a~ 00[mou0danq, LLC Structural Engineering Services 73982 East Stanford Circle pN11 - Aurora, Colorado 80015 - 303-617.32891720-934-8641 cell AW 2 Pushing (or pulling) the wall back to plumb will require the following (abbreviated) procedure: I j Excavate eacterior soil W within 2' of the footing (to remove backfill-p[essures). 2) Shore the house framing adjacent to the repair wall with continuous bearing (solid blocking between joists and adjustable steel posts; 3) [nstall wall braces and jacks saitable to move the wall vertical. 4} Tighten s6oring posts to relieve the Foundation wall &om besring t{ie btilding Eraming; clean existing concrete fractures of all repair materials to allow £ree movemenl of Yhe wall. 5) Engage jacks to move the wall vertical. b} Construct pernanent bracing (buttress walls, tiebacks or counterforts); and Anchor the building framing to the correctzd wall. 7) Repair concrete ctacks. Remove shorvg and bracing. vote: Do Not Const stnwhual repairs without informing and pinirtg the approval offt loca) building official. BHSC will not be held iiable luz any construction operarions performed without the building ofticials' wriuen apnroval. ii'you havz any questions or require additional co[nments, please call our office (303-617 3284). For Berns Iinuacn Structura! Consalting, LLC, Todd Fria Bexnshausen, PE ~ Pnncipa! PS it is o-dr sn4ent ta provide qusliry structural engineering scrvices cousi.sting of wriMert advice, rccommendations, and construction documenU prcpared for ihe efficieat completion of our clients conslruc;tion ptojects_ We have no authority to c;ompel or prevent a prnperty owner Siom doing what ever he sees fit regarding his property. Please moderate your construction ettbrts until an estabfished construction plan is seulcd upon and approved by the building deparLnent. nwscestabtighM zWa Sniuxural FngiTtming Svucmrnl NvnIV9IWW Fmznnic invrsligatian Spacixl Prublrmv O , C D ~ Z M< ~ m Z n --1 0 -I = o ~ (7 0 X D C ~ ° > ~ ~ n m v 0 ~ ~ C = N Z m tn ~ * c ~ > v m m ~ ~ ~ m O mn v ~ ~ ;u 0 T N K N ~ -u C m (D -n Z 5 ~ o CD g ~ v > Q > n ~ ~ m ~ ~ m m - ~ ~ n = 3 c4 0 71 Z 7° CD 5. 0 O ~ ~ r Z y v ~ ~ 0 y ~ n 3 z ~ n G' , ~ o ~ ;u -n ~ c ~ ~ v > > cn CD ;u D X A m ~ (a ~ N ~ (a 0 CO CD ; v 0 m m ~ 3 m < (D - co ~ ~ ~ ~ ~ CD C N 0 3 ^ Z c~ cr 0 .TJ m a c c M ~ U) N C, o- r ~ CD CD D O O a a A v o p z O = z L O ~ c Q Z O ~ ~ m A rn ~ z D 0 x 0 n C>D U. ~ z z m n ] O ;0 ~ U] T 0 l'~ o ~ m ~ 3 ° c ~ m S ~ ~ ~ 0 (D ~ o °1 0 m ` 9{ ~ Z T N o ~ -u m r ~ i c 0 s ~ m Z CD m O L ci ~ C p Z lp -0 . ~ m m c~ . o 0 ~ m ~ c D ~ ~ ~ ~ ~ ~ 0 G) z D r D ~ D ~ ~ , m o ~ ~ m ? z D ~ m Z o G) 0 O 2 cn m t~ z O W ~ 0 0 0 07o Cc G 6 ~2:y N N ~ 7 Q ~ a ~ N O O D~ ~N ~ 0 a CL CU • Z 0o ~ ~ V ~ J N o I ~ = a (D O Q CD ~ r ~ ~ - m 7 m 0 Vi ~ y ~ 0 m C ~ Q. n ~ ~ o Q. i Q- N ~ O 0 0 ~ N n I< ~ a m V (D a ? O Q 0 ~ a ~ ~ ~ ~ ~ i ~ v v r-r wQC~ oCD N O ~ O ~ ~ D ~ < CD O :D 00C: O CD 0 ~ ~ ~ v ~ ~ ~ ~ PERMIT: ADDRESS: V' �t JOB CODE: INSPECTION RECORD�12 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 vv Awa . - Vv11V1v a r -11v1 1 v mppfvvdl VT 1 fie Aoove 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 �,a . i _ /7 �- -- •---�-----..• ...�..`�y1....11., v1 lacwvr / uYYvrK mor I o Approval UT 1 ne 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 �,a . i _ /7 �- 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 �) 7) r..? t) ---71--) 7:;Z<:-- Z'd 3Z k� /`'/ Rough Inspection (continued) Date Inspector CommentsInitials 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 CommentsInitials 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.