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5300 Nelson Street
City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202100986 PERMIT NO: 202100986 ISSUED: 05/17/2021 JOB ADDRESS: 5300 Nelson St EXPIRES: 05/17/2022 JOB DESCRIPTION: Replacement of AC Unit on Roof - 4 Tons 13 SEER *** CONTACTS *** OWNER (720)537-0235 KANETA LAVENIA SUB (303)578-3957 GAYLE FRUENDT 180142 FIX -IT GROUP, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71000.00 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 147.00 ** TOTAL ** 207.00 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � � i City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202100986 PERMIT NO: 202100986 ISSUED: JOB ADDRESS: 5300 Nelson St EXPIRES: JOB DESCRIPTION: Replacement of AC Unit on Roof - 4 Tons 13 SEER 05/17/2021 05/17/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/17/2021 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 Ridge E -Res. Furnace Replacement PERMIT - 202100987 PERMIT NO: 202100987 ISSUED: 05/17/2021 JOB ADDRESS: 5300 Nelson St EXPIRES: 05/17/2022 JOB DESCRIPTION: Replacement of Gas Furnace in closet - 120,000 BTUs 80% efficiency *** CONTACTS *** OWNER (720)537-0235 KANETA LAVENIA SUB (303)578-3957 GAYLE FRUENDT 180142 FIX -IT GROUP, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71000.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 147.00 ** TOTAL ** 187.00 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202100987 202100987 ISSUED: 05/17/2021 5300 Nelson St EXPIRES: 05/17/2022 Replacement of Gas Furnace in closet - 120,000 BTUs 80o efficiency I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/17/2021 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�de L.OMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be.approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29h Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): _ Sunrun Installation Services Inc Address: 5525 W 56th Ave #100 City: Arvada Phone: 303-942-8094 Fax: State: CO Zip: 80002 Email: colorado.permitting@sunrun.com Permit #: 202100065 Permit Address: 5300 Nelson St Reason for request: The homeowner, Lavenia Kaneta, has decided not to move forward with the Printed Name: Andrew Nyman For office use only This request has been: Approved by: Signature: •Rizw& r Date: 4/29/2021 Denied www.d.wheatridge.co.us Date: RefundAmo nt: $ „A „7 1 -'�Z_ G 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202100065 PERMIT NO: 202100065 ISSUED: 01/15/2021 JOB ADDRESS: 5300 Nelson St EXPIRES: 01/15/2022 JOB DESCRIPTION: Install roof -mount, flush -mount grid -tied 12.6 kw solar installation, 40 panels, no structural required *** CONTACTS *** OWNER (720)537-0235 KANETA LAVENIA SUB (303)577-9628 THOMAS B., CHRISTOPHER L ANDY 070159 SUNRUN INSTALLATION SRVS. INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,940.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 01/15/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Tuesday, January 12, 20219:32: 10 AM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 775 Fiero Ln #200 Property Owner Name Lavenia Kaneta Property Owner Phone 7205370235 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email thomas.brook@sunrun.com Address Attach City of Wheat Electronic Payment Form 5300 Nelson St Kaneta. Lavenia Rev Ridge Electronic A. Af Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Sunrun Installation Services Inc Name Wheat Ridge 070159 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. Project Value (contract value or cost of ALL materials and labor) 720-537-0235 thomas.brook@surun.com thomas. brook@surun.com Roof mount, flush mount, grid -tied 12.6 MN solar PV 12.6 40 roof No PE Documents and Soecifcations 5300 Nelson St Kaneta. Lavenia Rev A.odf PV Plans 5300 Nelson St Kaneta. Lavenia Rev A.odf 23940 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Thomas Brook Permit 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. Email not displaying correctly? View it in your browser. December 30, 2020 Subject : Structural Certification for Proposed Residential Solar Installation Job Number: 501 R-300KANE; Rev A Client: Lavenia Kaneta Address: 5300 Nelson Street, Arvada, CO, 80002 Attn: To Whom It May Concern � PDO LIEF MasSaGSF 47 5 i s�oNALEN Digitally Signed on: 12/30/2020 Astra v.1.29 A field observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural evaluation of the loading was based on the site observations and the design criteria listed below. Design Criteria: • 2018 IRC/IBC/I EBC, ASCE 7-16 & 2018 NDS • Basic Wind Speed V = 107 mph, Exposure C • Ground Snow Load = 30 psf CAT 1 Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the applicable existing building and/or new building code provisions referenced above. Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications. Results Summary (Hardware Check Includes Uplift Check on Attachments/Fastener, Structure Check Considers Main Structure) Orientation Attachment Spacing/Cantilever Configuration Governing Result DCR AR -01 Landscape Portrait 72/28 48/24 Staggered Staggered 57% Pass 57% Pass Roofing Material Pitch Structure Check Comp Shingle 270 Pass Orientation Attachment Spacing/Cantilever Configuration Governing Result DCR AR -02 Landscape Portrait 72/28 48/24 Staggered Staggered 57% Pass 57% Pass Roofing Material Pitch Structure Check Comp Shingle 270 Pass 225 Bush St. Suite 1400 San Francisco, CA 94104 � P (949)383-0993 kAl13 � Residential Optional Calculation eyJ.bnS 1k Version 2011 L STEP 1 Article 220.82 (B) (1),(2) N sq. n 3014 General Lighting load 9,042 VA 2 Small Appliance 3,000 VA 1 Laundry circuit 1,500 VA Gen.Lgt, Sm App.& Laun. Load 13,542 VA IN ■ 9/25/1997 SUNRUN Lavenia Kaneta 5300 Nelson Street, Arvada, CO, 80002 Sunrun - Margaret Cauley 12/16/2020 15:33 STEP 2 Article 220.82 (C) 12 General lighting, Sm. Appl. & Laundry 13,542 VA A/C Condenser & Fixed Electric Space Heating QTY Total 0 4 ton � 5,700 VA AHU 1 Select VA Pw Heating Load VA 3 ton 4,275 VA AHU 2 Select VA CU Load VAA/c#3VA AHU3 Select VAA/C a4VA AHU 4 Select VA Electric Space Heat @65% <4, 40% >3, vs.A/C @100% VA A/C85 VA AHU5 Select VA STEP 3 Article 220.82 (B) (3) Appliance Demand Load 38,720 VA GAS V 1 Water Heater VA 1,400 VA 1 Refrigerator 1,400 VA Dryer Demand Load VA 600 VA . 1 Freezer 600 VA 1,030 VA V 1 Dishwasher 1,030 VA Range Demand Load VA 690 VA . 1 Disposal 690 VA 400 VA 1 R / Hood 400 VA Service Demand 26,905 VA 1,000 VA . 1 Microwave 1,000 VA 4,000 VA . Microwave VA Demand Load 112A 170 VA Mini Refrig VA 400 VA Wine Clr VA Neutral Demand 44 A 5,000 VA Insta Hot VA 1,500 VA Ironing Center VA Min.Service Req. 125 A ❑ select V Jacuzzi Tub VA ❑ select . Sprinkler Pump VA Min. Feeder size 2 ❑ select . Well Pump VA Min. Neutral size 6 select V Fountain Pump VA Eq. Girding Cond. 6 select V Elevator VA ❑ Copper Pool Equip. Panel VA Apply Demand ❑ Filter Pump VA No Demand ❑ 33600 Other load 33,600 VA No Demand Total Appliance Load 38'"" STEP 4 Article 220.82 (B) (3) Electric Clothes Dryers STEP 5 Article 220.82 (B) (3) Electric Ranges Col C demand 0 or Number of appliances Cooktop Col B demand OO Check Box for Gas Range Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem. Factor Cooktop & Oven Demand Load »»»»»»»»»»»»»»»»»»»»»>««««««««««««««««««««««««< Pool Panel Feeder Calculation Continuous Motors Non -continuous Spa heater 11 kVA Pool heater 3.5 ton Pool heater 5 ton Pool Light t Blower selectselec other load other load ❑ Min.Copper Pool Feeder (see Note) 0 ...... 0 ...... ..... ..... ..... 0 ... 0 ❑ 240v 0 ❑ 240v 0 [-]240v AWG A B N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AlA A Minimum Panel Rating A I Phase Amperes Neut. load Continuous Non -continuous Motors Motors select V ❑ 240v select ❑ 240v select V El 240v select ❑ 240v select v ❑ 240v select ❑ 240v select V ❑ 240v select V ❑ 240v select V ❑ 240v select ❑ 240v 0.0 Motor Neutral Load Max.Unbalanced Neutral Load •pmeaummwinme•emglwmixsp _ e.ImereNe�Mw'uornmormct�nolo6YMwreR, i..vevr r25 ~ • nnzs u..crm.muer�+run.arymmi Md MMe.ennvM evni.arnemssoru.Mo..aoRumoameew MualMtlw len W IM1 IMrepmllNarrtM ��rn uenie w�a i.r.A_.reimrnniw. MYrw.rr'FM Wmlwerer.ne9dnrvairt MueeMp wvxnerun xnu eµn me bxr n.Mqmal &�A LONGI Solar mMM�o.re a.nM..m.. ,�M_�.•wNm.._m.m.N._n wwemm.mm�euMMnMmun� LR6-60HPH 300-320M Units: mmlinch) Cell Orientation: 120 (6x20) L Junction Box: IP67, three diodes Width: ±2mm Height:±lmm Output Cable: 4mm2, 300mm in length LR6-60HPH 300-320M Units: mmlinch) Cell Orientation: 120 (6x20) Tolerance: to 0: 1-2mm Junction Box: IP67, three diodes Width: ±2mm Height:±lmm Output Cable: 4mm2, 300mm in length Pitch -w.. tlmm STC NOCT Glass:Singleglass e p 3.2mm coated tempered glass b Frame: Anodized aluminumalloyfiame A-" Weight: 18.9kg NOCT Dimension:1683x996x35mm m Packaging: 30pcs per pallet 305 180pcs per 2t7GP 310 780pcs per 417HC Operational Temperature: -40 C -+85 C Power Output Tolerance: 0 - +5 W Voc and Isc Tolerance: ±3% Maximum System Voltage: DC1500V (IEC/UL) Maximum Series Fuse Rating: 20A Nominal Operating Cell Temperature: 45±2 C Safety Class: Class II Fire Rating: UL type 4 Model Number LR6-60HPH-300M LR6-60HPH-305M LR6-60HPH-310M LR6-60HPH-315M LR6-60HPH-320M Testing Condition STC NOCT STC NOCT 1 STC NOCT 1 STC NOCT 1 STC 1 NOCT Maximum Power (Pmax/W) 300 222.2 305 225.9 310 229.6 315 233.4 320 237.1 Open Circuit Voltage (Voc/V) 39.8 1 37.1 40.1 1 37.4 40.3 1 37.7 40.6 1 37.9 40.9 1 38.2 Short Circuit Current (Isc/A) 9.70 1 7.82 9.78 1 7.88 9.86 1 7.94 9.94 1 8.01 10.02 1 8.08 Voltage at Maximum Power (Vmp/V) 32.9 1 i 30.4 33.1 1 i 30.6 33.3 1 i 30.8 33.7 1 i 31.1 1 33.9 1 31.3 Current at Maximum Power (Imp/A) 9.13 1 7.32 9.21 1 7.38 9.30 1 7.46 9.36 1 7.50 9.43 1 7.56 Module Efficiency(%) 17.9 18.2 18.5 18.8 19.1 STC (Standard Testing Conditions): Irradiance 1000W/m2, Cell Temperature 251C, Spectra at AM1.5 NOCT (Nominal Operating Cell Temperature): Irradiance 80OW/m2, Ambient Temperature 20 C, Spectra at AM1.5, Wind at 1m/S Temperature Coefficient of Isc Temperature Coefficient of Voc Temperature Coefficient of Pmax +0.057%/ C -0.286%/ C -0.370%/'C Current -Voltage Curve (LR6-60HPH-310M) 10 8 6 - Cell Temp=25°C - Cell Temp=35°C v V 4 - Cell Temp=45°C - Cell Temp=55°C 2 - Cell Temp=65°C - Cell Temp=75°C 0 0 10 20 30 40 Voltage M LONGI Solar Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) 350 Cell remp.=25°C -Incident Irrad-1 000W/m' 800 Incident lrrdd.�00w/m' Incident Irrdd.�00W/m' 250 -Incident lrmd.=400W/m' Incident Irrad. 200W/ 200 `w 150 100 50 0 0 10 20 30 40 Voltage M 5400Pa 2400Pa 25mm Hailstone at the speed of 23m/s Current -Voltage Curve (LR6-60HPH-310M) 12 Celltemp�25°C 10 Incident Irrad. 1000W/m' 8 Incident Irrad: 800W/m' 6 Incident lrmd�600I v U 4 Incident lrradI 2 Incident Irrad_ 200W/m' 0 0 10 20 30 40 Voltage M Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchongzhi Road, Pudong District, Sha Tel:+86-21-61047332 Fax:+86-21-61047377 E-mail: module@longi-silicon.com Facebook: www.facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar have such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a consistin lawful documentation duly signed by both parties. V09 Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters The high-powered smart grid -ready Enphase IQ 7 MicroW and Enphase IQ 7+ MicroTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase EnlightenTImonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lighter two -wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. To learn more about Enphase offerings, visit enphase.com EN PHAS E. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA Module compatibility Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current (module Ise) Overvoltage class DC port DC port backfeed current PV array configuration Peak output power Maximum continuous output power Nominal (LL)voltage/range' Maximum continuous output current Nominal frequency Extended frequency range AC short circuit fault current over 3 cycles Maximum units per 20 A (LL)branch circuit' Overvoltage class AC port AC port backfeed current IQ7-60-2-US IQ7PLUS-72-2-US 235 W-350 W+ 235 W-440 W+ 60 -cell PV modules only 48V 27V -37V 16V -48V 22V/48V 15A 0A 60 -cell and 72 -cell PV modules 60V 27V -45V 16V -60V 22V/60V 15A 0A 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 240 VA 290 VA Power Line Communication (PLC) 240 V / 208 V / 240 V / 208V / 211-264 V 183-229V 211-264 V 183-229 V 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) 60 Hz 60 Hz - 47 - 68 Hz 47 - 68 Hz 5.8 Arms 5.8 Arms L 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) 0A 0A Power factor setting 1.0 1.0 Power factor (adjustable) 0.85 leading... 0.85 lagging 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US) Dimensions(WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure -40°C to +65°C 4% to 100% (condensing) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) 212 mm x 175 mm x 30.2 mm (without bracket) 1.08 kg (2.38 lbs) Natural convection - No fans Yes PD3 Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at runs '//enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required bythe utility 3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com v EN PHAS E. OO 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2019-326 Data Sheet Enphase Networking Enphase IQ Combiner 3C (X-IQ-AM1-240-3C) U� LISTED learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3CTM with Enphase IQ EnvoyTM and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed n ENPHASE. Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 _ Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS 80A of distributed generation / 90A with IQ Envoy breaker included Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton SR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A ' Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV production) Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com 002019 Enphase Energy- All rights reserved- All trademarks or brands in this document are registered bytheir respective owner or 2019-05-31 Z SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 1260OW DC, 960OW AC • MODULES: (40) LONGI GREEN ENERGY TECHNOLOGY CO • ALL WORK SHALL COMPLY WITH 2018 IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCERAIL SOLAR MODULES PV -1.0 COVER SHEET PV -2.0 SITE PLAN LTD: LR6-60HPH-315M • INVERTERS: (40) ENPHASE ENERGY: IQ7-60-2-US • RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR -DC -00436 • MAIN BREAKER DERATE: REPLACE EXISTING 150 AMP MAIN BREAKER WITH NEW 125 AMP 22K AIC RATED MAIN • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. MP SP MAIN PANEL SUB -PANEL O STANDOFFS & FOOTINGS PV -3.0 LAYOUT PV -3.1 MOUNTING DETAIL PV -4.0 ELECTRICAL PV -5.0 SIGNAGE BREAKER. LC PV LOAD CENTER • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SM SUNRUN METER ® CHIMNEY D�pN'*0 L'0 O� .••e1 VVI••. F ��IM 44212 0 �� /• 90 O^��9,••••••••••`�\�� TONAL E i g ita I ly signed by • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. PM DEDICATED PV METER 0 ATTIC VENT O FLUSH ATTIC VENT INV INVERTERS () o PVC PIPE VENT AC - AC DISCONNECT(S) ® METAL PIPE VENT DC D DISCONNECT(S)T-VENT - C SATELLITE DISH CB IQ COMBINER BOX + - ENERGY STORAGE FIRE SETBACKS • 9.94 AMPS MODULE SHORT CIRCUIT CURRENT. MD SYSTEM MICROGRID °.;�f .:.::. HARDSCAPE att e y • 15.53 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION • BP AM INTERCONNECT DEVICE BACKUP LOADS PANEL ACREL METER — PL— PROPERTY LINE INTERIOR EQUIPMENT L SHOWN AS DASHED ,� COMMUNICATION O ate: 2020. 2.30 9:25:16 -07'00' 6 44 10644 `x J City of yY h at Pedge WIRES SCALE: NTS sunrun A AMPERE COMMUNITY DEVELOPMENT AC ALTERNATING CURRENT APPROVED Reviewed for Code Compliance AFCI ARC FAULT CIRCUIT AZIM AZIMUTH COMP COMPOSITION DC DIRECT CURRENT INTERRUPTER EC #7080, ME #600088 VICINITY MAP Vr MffiAvuW:Atm Ave Walrrrart Sup�rcent�r';-. q's W 571 -er Complex �� � 14 . --_trarud�riev due 8 � � � � RAINBOW P I B G E — /.% a % 41 Plans Examiner Date Validity of permN: Me issuance of o permit or gpprovnal of plyns spec4koftnt and computations shah not be a permit fvr, or an approval of, any violation to any of the provisions of the burrding code or of oWCity ordinaracey. Permits presuming to gree authority to vioralhe or cancel the pramlo s of the suaft (E) ESS TT MAG MSP (N) EXISTING ENERGY STORAGE SYSTEM EXTERIOR INTERIOR MAGNETIC MAIN SERVICE PANEL NEW 5525 W 56TH AVE, ARVADA, CO 80002 PHONE 805.540.7631 CUSTOMER RESIDENCE: LAVENIA KANETA 5300 NELSON STREET, ARVADA, CO, 80002 5301 Nelson 5t, Wheat Codes or other ordrnonoes of I*e City Moil not be valid NTS OC NOT TO SCALE ON CENTER TEL. (303) 431-4321 RIdgej CC 80133 PRE -FAB PRE -FABRICATED APN #: 445367 v���d� qL Aft Target'' a 49th Ave Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) PSF PV RSD TL v W POUNDS PER SQUARE FOOT PHOTOVOLTAIC RAPID SHUTDOWN DEVICE TRANSFORMERLESSTYP TYPICAL VOLTS WATTS PROJECT NUMBER: 501 R-300KAN E DESIGNER: (415) 580-6920 ex3 MARGARET CAULEY SHEET COVER SHEET REV NAME DATE COMMENTS I'M A'NSIFIELD ' PTARMIG N KIPiLINGI _W -44th -Ave--- C 0 N 0 0 SJ! W 441h Ave REV: A 12/29/2020 PAGE PV -1.0 SITE PLAN - SCALE = 3132" = 1'-0" T SNI Lu Lu U) z O U) LuJ Zz r .10 (18"TYP)✓ v `v NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE ZESIDENCE PL (N) ARRAY AR -01 PL PL NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. PL ARRAY DETAILS: • TOTAL ROOF SURFACE AREA: 2831 SQFT. • TOTAL PV ARRAY AREA: 721.7 SQ FT. • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE AREA)' 100 = 25.5% 44212 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD: 3 PSF Name Type Height Type Detail Configuration Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 30 PSF WIND SPEED: AR -01 COMP SHINGLE - RLU 2 -Story 2X4 PRE -FABRICATED TRUSSES T- 5" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON 6' - 0" 2' - 4" 4' - 0" 2' - 0" STAGGERED 107 MPH 3 -SEC GUST. COMP, SEE DETAIL SNR -DC -00436 S.S. LAG SCREWS: RL UNIVERSAL, S TRACK ON MIN EMBEDMENT AR -02 COMP SHINGLE - RLU 2-Story2X4 PRE -FABRICATED TRUSSES T- 5" 24" DETAISPEEL R- COMP, SEE DETAIL SNR -DC -00436 6' - 0" 2' - 4" 4' - 0" 2' - 0" STAGGERED STT T STRUCTURAL NOTES: • INSTALLERS TO VERIFY D1 -AR-01 -SCALE: 1/8" = V-0" RAFTER SIZE, SPACING AND PITCH: 27° SLOPED SPANS, AND NOTIFY AZIM: 91' E.O. R. OF ANY 17'-10" k 26'-911 —5'-4"—} DISCREPANCIES BEFORE PROCEEDING. • IF ARRAY (EXCLUDING 2'-8" SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN 6'-7" ATTACHMENTS NEED TO BE ADDED AND OVERHANG —TYP 6' REDUCED WITHIN THE 12" 13'-3" BOUNDARY REGION ONLY AS FOLLOWS •• ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 3'-5" 0 •• ALLOWABLE OVERHANG I INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE - 39' 10'-11" ATTACHMENT SPACING INDICATED ON PLANS 9.. D2 - AR -02 - SCALE: 1/8" = V-0" PITCH: 27° s u n r u n AZIM: 181' EC #7080, ME #600088 5525 w 56TH AVE, ARVADA, CO 80002 PHONE 805 540 7631 FAX 0 21E3 CUSTOMER RESIDENCE: 9.. LIP LAVENIA KANETA �)RND0 S O P MASg' F 5300 NELSON STREET, ARVADA, oG CO, 80002 6 7 11 — 6' TYP— 47 5JEL. (303) 431-4321 q•' PN #: 445367 16'-7" OFFSS/O P501R 7 6' - 8" NAIE 3 OKANEER: Digitally Signed: 12/3020 DESIGNER: (415) 580-6920 ex3 CRY of MARGARET CAULEY SHEET LAYOUT 2'-3" REV: A 12/29/2020 10" L1'-11" PAGE PV -3.0 SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING EMBED 0 5/16" LAG SCREW 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL 0 5/16" S.S. LAG SCREW 2-1/2" MINIMUM EMBEDMENT ROOF RAFTER (TYP.) ROOF ATTACHMENTS SHALL BE EMBEDDED INTO ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS PILOT HOLE CENTER OF COURSE ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) ((\\��\\ ((((���� Sunrun South LLC DESIGNER: D.RYAN �Jna�[�C�ad- '"°"E�° ®°L® °R°,"°® ����°� DRAFTER B.PETERSON Solar Mounting SolutionsETARY ANY ""°°"" APPROVED BY: W.ARBUCKLE SPEEDSEALTRACK SHOULD BE INSTALLED PARALLEL TO RAFTER 2-1/2" MIN. tzMbtzUMtzN I INTO RAFTER OR STRUCTURAL MEMBER REVISION: 1 11/11/2019 NEW DETAIL BDP 2 7!7/2020 N000109 DR COMPLETED INSTALLATION SECTION VIEW COMPLETED INSTALLATION SCALE: NTS PART NUMBER: I DESCRIPTION: SNR -DC -00436 RL UNIVERSAL, ATTACHMENT DETAIL, MOUN I DATE: 7/7/2020 SPEEDSEAL TRACK ON COMP Digitally Signed: 12/3020 1: 1 sunrun EC #7080, ME #600088 5525 W 56TH AVE, ARVADA, C080002 PHONE8055407631 ;USTOMER RESIDENCE: LAVENIA KANETA 5300 NELSON STREET, / CO, 80002 TEL. (303) 431-4321 APN #:445367 PROJECT NUMBER: 501R-300KANE DESIGNER: (415) 580-6920 ex3 MARGARET CAULEY SHEET MOUNTING DETAIL REV: A 12/29/2020 PAGE PV -3.1 120/240 VAC SINGLE PHASE SERVICE Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) [VISIBLE OPEN] (N) LOCKABLE BLADE TYPE AC DISCONNECT (N) 125A ENPHASE IQ AC COMBINER BOX WITH INTEGRATED 1 O ENVOY BREAKER 3CX-I Q -AM 1-240-3C JUNCTION BOX n OR EQUIVALENT (N) 50A GROUND IOq M METER #: XCEL 000OD2094385 UTILITY GRID 200A CONTINUOUS NEW 125A 20A BREAKER [B] OPPOSITE END WITH LEVER BYPASS MAIN 20A BREAKER [C] C� BREAKER 120/240VAC T (END FED) UTILITY METER][MAX 10' FROM UTILITY METER] (2) 12 AWG PER ENPHASE Q EXISTING (1) 8 AWG THHN/THWN-2 150A MAIN 3/4" EMT OR EQUIV. FACILITY LOADS (1) 10 AWG THHN/THWN-2 PANEL (N) DEDICATED PV KWH METER 4 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) [VISIBLE OPEN] (N) LOCKABLE BLADE TYPE AC DISCONNECT (N) 125A ENPHASE IQ AC COMBINER BOX WITH INTEGRATED 1 O ENVOY BREAKER 3CX-I Q -AM 1-240-3C JUNCTION BOX n OR EQUIVALENT (N) 50A GROUND 240V METER SOCKET SQUARED 20A BREAKER [A] PV BREAKER AT 200A CONTINUOUS DU222RB 20A BREAKER [B] OPPOSITE END WITH LEVER BYPASS 3R, 60A,2P 20A BREAKER [C] OF BUSBAR [MAX 10' FROM 120/240VAC 2 UTILITY METER][MAX 10' FROM UTILITY METER] (2) 12 AWG PER ENPHASE Q CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER 33.7 V SHORT CIRCUIT CURRENT: CABLE BRANCH 2 1" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 3 3/4" EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 MODULE CHARACTERISTICS LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR6-60HPH-315M: 315 W OPEN CIRCUIT VOLTAGE: 40.6 V MAX POWER VOLTAGE: 33.7 V SHORT CIRCUIT CURRENT: 9.94 A (40) LONGI GREEN ENERGY �f'•/f �f'•/f +•/i� TECHNOLOGY CO LTD: LR6-60HPH-315M MODULES AND MICRO -INVERTER PAIRS (40) ENPHASE ENERGY: I Q7 -60-2-U S (1) BRANCH OF (16) MICRO -INVERTERS [A] r5442 (1) BRANCH OF (14)MICRO-INVERTERS[B](1) BRANCH OF (10)MICRO-INVERTERS [C] NOTES TO INSTALLER: • ADD 50 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. &WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: I NVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2020: 690.13(B), NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONSAS REQUIRED BY LOCAL AHJ. PER CODE(S): NEC 2020: 690.56(c)(2), NEC 2017: 690.56(C)(3), NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1, IFC 2018: 1204.5.3 &WARNING POKIER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER AND ESS OCPD (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(B)(3)(2), NEC 2017: 705.12(13)(2)(3)(b), NEC 2017: 705.12(B)(3), NEC 2014: 705.12(B)(3), NEC 2011:705.12(D)(7) LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2020: 690.54, NEC 2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 3" 4" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF' POSMON 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 2020: 690.56(C), NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 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: MULTIPLE SOURCES OF POWER SOLAR PANELS AND MICROINVERTERS ON ROOF PV LOAD CENTER AC DISCONNECT SUNRUN METER SERVICE ENTRANCE AND PV BREAKER DISCONNECT 5300 NELSON STREET, ARVADA, CO, 80002 PER CODE(S): NEC 2020 and NEC 2017: 705.10 + 710.10 I.R 44212 2017c/ X66' MIDROOF OBSERVATION REPORT Job No. INFR50-17518 Date signed: August 31, This is a verified'" password secured signature Infinity Roofing & Siding 2690 West Main Street, Suite C Littleton, Colorado 80120 Attention: Mike Cannon Re: Midroof observation at the residence at 5300 Nelson Street, Wheat Ridge Dear Mr. Cannon: On August 29, 2017 I observed the installation of the roof at the above residence for the purpose of determining adherence to the building code. Design criteria includes: building code is 2012 International Residential Code (IRC) as amended by the local building jurisdiction; snow load of 30 psf; nominal wind speed is 105 mph 3 -sec. gust, exposure C; seismic zone B. It is my opinion that the roof installation is in accordance with the current 2012 building code and meets all the manufacturer's installation requirements. This inspection was performed in lieu of the required Mid -roof inspection by the Wheat Ridge Building Department. Thank you for retaining our firm to perform this construction observation service. Very truly yours, COREY HRUTKAY, EI, BSCE MARK BENJAMIN, PE, MSCE, SECB, CPHC Certified in the practice of structural engineering Certified Passive House Consultant Copies: (1) verified password secured document. If submitting to a building department, provide CJDE with an email contact so that we may send it directly per most building department's request. Engineered for the way you build ... ... Designed for the way you live. CDC INSPECTION RECORD ° r� _ INSPECTION REQUEST LINE: (303) 234-5933 =70 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To ADaroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing I)n Not Cnver Underaround or Below/In-Slab Work Prior To ADDroval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof , Wall Tie gh Electric " gh Plumbing/Gas Line v ugh Mechanical ough Framing Rough Grading Insulation _ Drywall Screw / Nail Final inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested I one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed trom the Fire Uistrict and electrical low voltage by the Building Division. For notification of your assigned inspection time window please email iiisptiiiie-t_equest(a�ci,wheatridue.co_Lls by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Mj_-0 Job Address: S-300 Elf Permit Number: L0190 1,��6"_6 WC) /L 7 �j_V tz-3 c 7 -lo, t.,) C gox, CO- /z, _TfLorh J_ 0,2i9X_2 .4rCjA_ rok*,�91_��r7jll,_ UWo one available for inspection: Ti Re -Inspection requi_redl�No, Qnmso_rrections have been made, call for i Date:-/-/— Inspector: AM/PM 303-234-593 *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€lms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701866 PERMIT NO: 201701866 ISSUED: 06/11/2017 JOB ADDRESS: 5300 Nelson ST EXPIRES: 06/11/2018 JOB DESCRIPTION: Residential Reroof: Install 1 layer GAF Timberline HD in slate 28 squares 10/12 pitch *** CONTACTS *** OWNER (303)473-4321 KANETA LAVENIA SUB (303)816-1888 Derek Lindsay 022377 Infinity Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,858.00 FEES Total Valuation 0.00 Use Tax 249.02 Permit Fee 236.00 ** TOTAL ** 485.02 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€lms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701866 PERMIT NO: 201701866 ISSUED: 06/11/2017 JOB ADDRESS: 5300 Nelson ST EXPIRES: 06/11/2018 JOB DESCRIPTION: Residential Reroof: Install 1 layer GAF Timberline HD in slate 28 squares 10/12 pitch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature 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 may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection.'�' Signature of Chief Building Official Date . n .1 ft six REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. INFINITY RESTORATION �t 2690 W. Main St Suite C Littleton, CO 80120 BBB Nkmlov Office (303) 815-1888 Fax (303) 816-1889 Property Owner's Name: L l uaw,xA tAvr_ rA Property Address: 57W A) in x J Sr City Ra State: 60 Zip: PtXX.7 -L Property owner's Primary Phone Number. 3-3--t.3/- Mobile: Approx Date of Loss: S-ir- /7 _ Email:. iy.l,urrra t..AyLWaA CD & 6r ATL ea'r'l Damages Result of Wind AA and/or Hail or Other (specify i£ other):, Insurance Company: _ /4" SArg, Policy No: Goo9t7 3(-203'2- C1aimNo: 6 3"7S Agent's Name and Number: Adj.Info: (�yl.oay t✓dl-r-5474(-07{ I hereby authorize Infinity Restoration to discuss the details of the project with my insurance company on my behalf, as the contractor, and proceed with all repairs authorized by the insurance company al a cost equal to the replacement cost value including overhead and profit allowed on the claim. Property owner agrees that infinity Restoration is entitled to the Replacement Cost value plus any and all supplements necessary to complete repairs that are approved by the insurance company, this includes code upgrade requirements. First payment is due upon completion of the roof replacement, the balance is due on work that has been completed, (such as the roof work) when the recoverable depreciation plus any approved supplements is received. Any remaining unfinished work, such as gutters, siding, interior paint, or any other trade, will be due upon completion of each trade and receipt of insurance fiords. The Property owners out of pocket expense will not exceed the insurance deductible unless upgrades are agreed to in writing and added or depreciation is "non recoverable". Deductible is to be paid directly to the contractor (infinity Restoration). Any upgrades or downgrades will be in writing. Property owner agrees to furnish Infinity Restoration with a copy of the insurance estimate and any other documents related to this claim immediately upon receipt. Infinity and its Authorized representatives are not acting as Public Insurance Adjusters. If the insurance company agrees to pay for the claim, and the undersigned does not allow Infinity Restoration to proceed with the roof project, a cancellation fee equal to 15% of this contract amount will be due to cover administrative costs associated with preparing the project. This contract Includes the Add 'o Provisions on the back and contains our complete agreement The specifications and conditions are satisfactory and are hereby accepted, ]initial The Property Owner/Authorized Representative selects the following materials and directs Infinity Restoration to ;Famish this material and its labor in a good workmanlike manner according to standard practices in the industry. Any alterations, modifications, changes or additions must be in writing and agreed to between the parties as evidenced by their signatures. Infinity Restoration is not responsible for damage caused by improper original construction including faulty framing, masonry bracing and/or roof decks. Infinity Restoration is not responsible for rotted siding, paint and sheetrock damage due to vibration. Infinity Restoration is not responsible for damaged electrical, cable, A/C, or plumbing lines which are installed within 6 inches of the roofline. It is the property owners' responsibility to notify Infinity Restoration of any deed restrictions/H.O.A. requirements. If the undersigned fails to pay Infinity Restoration any amounts due under this contract within thirty (30) days from the date of completion, and receipt of insurance fonts, the undersigned agrees to pay all costs of collection plus a reasonable attorney's fee, should the same be placed in the hands of an attorney for collection, along with eighteen (1 g) percent interest on unpaid balance. This Contract Is Void If The Insurance Company Denies FullCoverage. The materials selected are as follows: Z- SHINGLE 6Ac 7`z.omecr,,,d COLOR SL RTF �9 STRIP OFF I LAYERS OF EXISTING (,qr*-4rw ROOFING 0 STRIP OFF WOOD SHAKE/SHINGLE / _t INSTALL r BRIDGE SHINGLES R INSTALL 2- INCH ENAMEL FINISHED DRIP EDGE/COLOR AN06 j,, 1 1 56 di. APPLY A LB FELT BASE SHEET C1 INSTALL A 5 LAYER FHA CLOSED VALLEY OR _ FOUR(4) OR SIX 01 Y." GALVANIZED NAILS PER SHINGLE �9_ SIDEWALL FLASHING WHERE NEEDED ❑ CHIMNEY FLASHING: R& -FLASK, CAULK AND PAINT ❑ ALUMINUM WIND TURBINES RIDGEVENT X SOFFIT VENTS POWER TURBINES AIR HAWKS !9, REPLACE ROTTEN DECKING AT A COST OF $60 DOLLARS PER 4'x 8' SHEET �9_ CLEAN UP AND HAUL DEBRIS INSURANCE DEDUCTIBLE: (If deductible is more than stated by Property Owner/Authorized Representative agrees to pay the difference.) $ /0 we.) UPGRADE TO THE MATERIAL AND LABOR _ -l- DOWNGRADES TO THE MATERIAL AND LABOR < 312q, TOTAL OUT OF POCKET EXPENSE IN ADDITION TO INSURANCE PROCEEDS $ 2 ►Zp' 9) (Based on Replacement Cost Coverage) I/We hereby authorize & instruct the insurance company and all lien holders to include Infinity Restoration as Co -Payee on any subsequent loss drafts or checks after today's ate as indicated below. Print Name Date: Print Name: Date: Signa i rgnature: Representative: ��— Phone: 7 Ze- S07- CeO Uq i�p-2�t+� .rvcsvJ�C" Antoinette Kulick GO1'@ olkb From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 9:20 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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. 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. Permits are currently being processed within 24-48 hours, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (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. PROPERTY INFORMATION Property Address 5300 NELSON CT. Property Owner Name LAVENIA KANETA Property Owner Phone 3034314321 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name INFINITY RESTORATION Contractor's License 022377 Number (for the City of Wheat Ridge) Contractor Phone 3038161888 Number Contractor Email Address KELLY@INFINITYROOFER.COM (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing GAF TIMBERLINE HD IN SLATE Material How many squares of 28 material? Provide additional detail RE -ROOF, 1 LAYER, 10/12 PITCH here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11,858.00 value or cost of ALL materials and labor) 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 FA permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant KELLY CANNON Email not displaying correctly? View it in your browser. 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: Job Address: Permit Number: ZM018 ❑ No one available for inspection: Time Re -Inspection required: Yes No ''When corrections have been made, ca or re- n pi ction t 30 23 5933 Date: /� 0 - Inspector: fl DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE ��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �,o Job Address: !L300 /V'I L S oxl Permit Number: Z ��1 © / 5"' 66 .#'Z— Si ❑ No one available for inspection: TimeAM/PM Re -Inspection required oYes No When corrections have been made, call for re -in , ' f303-234-5933 Date: J, Inspector: DO NOT REMOVE THIS NOTICE Sq. Ft, LF S tu's gallons Amps Squares Other ♦ 6 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: 20F- Job Address: ( I>O{i,~ Permit Number: )g 7515 ❑ No one available for inspection: Time AM/PM Be-Inspection required: Yes No When corrections have been made, call for re-Inspection at 303-234x933 Date:J o Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office (303) 237 -8929 Fax INSPECTION NOTIC� Inspection Type: Rb� r_ i Job Address: 57 6 Ne-L o Permit Number: n � n s � a V q No one available for inspection: Time AM Re- Inspection required: Yes No "When corrections have been made, calf for re- Inspection at 303 - 234 - 5933 Date: l 0 Inspector: { 4 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ]~;Ir(303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M i i R0n~ Job Address: S30o Me,(,Snni Permit Number: Off? 4).5 9 E i - /No one available for inspection: Time°L7 AM/ Re-Inspection required: Yes moo' When corrections have been made, call for re-inspection at 303-234-5933 Date: 11 - 2.3 -o 9 Inspector: DO NOT REMOVE THIS NOTICE ~ .....,i:;..'-',. ` -Y✓` .zip a,. h .we.., a".. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office's (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: N i ~ Roo Job Address: 5~00 Permit Number: d~ y 158 tr: r ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes fVo , 1 "When corrections have been made, call for re-inspection at 303-2345933 Dater 1 2 0 - eD 9 Inspector: Ej DO NOT REMOVE THIS NOTICE NO: 094158= `ISSUED:11/18/2009 DRESS: 5300 NELSON STEXPIRES: 05/17/2010 PTION:? Reroof , 30 sas aumiuucx ESTIMATED r PROJECT VALUATION: 5,310.-00 FEES t ,Fee 162.90 Valuation .00 ax 95.58 TAL 258.48 n cw z~ ,i WHEAT ~oF ,RO City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Plan Inspection Line: 303-234-5933 Permit L i Building Permit Application PropertyAdtiress' 1Ur15®n CJ~ Property Owner (please print): Ke e-6- Phone: 303-q31 - 1°/yy Mailing Address: (if different than property address) Address: Saw-t City, State, Zip: wtvhf- N'i)4L Co `6060?, Contractor: ~5X 1 %r 1o.-S Contractor License Phone: 34 SS9-19-4W Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: lp~ Use of space (description): 4401F 11 Construction Value: g 3 16 Dppes~cription Dpof work. o (as calculated per the Building Valuation Data sheet) F. 40r-- f-ta+ wvV 1 Lr Y-tr. eglG,w Wi k,, g0 sQ S Plan Review (due at time of submittal): b 0 ©tJUnfi Cmrnln J 301 . fur. { Ja` Scr+e--5 (~.w./nwFt_ SG.i la5_ lkloi- ,fr,, eowc Sq. Ft./L.Ft added: Squares- BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, I 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under, this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWN R CQlJZ$g PRINT NAME: _71561u. LAW-L,Gr) SIGNATURE:- Date: i m am d N N ~ > ~ O N $ O C N A _ rn ~ ~ m d d ~ D C ~ -L m O N E° v m 6 U o 'c c N z ~ oU ~I s' o c ~ W n db m U o O ~ o 0 O ~ C O N 9 O ~ Q ~ 0 r N O Wi; O x°'V at N m3' ~ 3 w 'd$ W ~ £ o L ~ o $ U " `r I (p 6 z ^ 00 U F C £ ~ ~ M ~ W ~ ~ 9 9~~ U L > 5 ~ ` W ° v L ~ tp N g N ~ ~ n o m ~ ~ m L 9 E ' ~ ~ E z ~g$ E ~ a 1L- c 0 W z N ~ a a N ~ N Z Z w o 3 o a 0 O ~ J a U O ~ w w ~ o = a ~ a ~ a w o ~ ~ U N ~ ~ ~ ~ c O1 v n~ '0 3 ~ O ~ T..~ c V a d =s 0 w E £0 N 10 ~a N ti t V C ~ O E ~ b a U 0 Z 5y 3 ' ~ m O U ~ S r ~p C H Date: i (h 01,(.9¢ A Certificate of Occupancy 1 Completion has been requested for: ADDRESS: PURPOSE OF STRUCTURE: Building Department Approval: Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval (if Applicable) Sanitation District Approval (If Applicable) Remarks: / ' -0 i Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD, { JOBADDRESS ~ t', ( )TYPE " OCCUPANCY I F' DATE ISSUED t~ ~j j BUILDING PERMIT N0. 1 OWNER CiA ( ' - ~ r~. . SOUTH EAST WEST CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH INSPECTOR MU ST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings !t asA e~ V Caissons Reinforcing or Monolithic Weatherproofing r._.. Pni io nln C'r1NrRFTF UNTIL HBOVE I"IAS Dttiv oiurvr.v W 6l~ , . . - - - Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) r„c.~ ti t3-Z~~^t+ C: Heating (Ground Work) `riA.kF- n!, KInT Pni i❑ Fi nna I )NTIL ABOVE F1AS C3EtN 0ilai\1tu Zq ~o . . _ . . _ _ Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation ~ . t~ I~ ~ 2 , " c Framing Insulation ~-5O-OV ~ Drywall Nailing Roofing Refrigeration 10' S- dSf Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame t. R.O.W. & Drainage Fire Department Parking & Landscaping c"-c~cT sFav, t s. + oJ i • ~ ~ ~ a`b OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18010 BUILDING INSPECTION LINE -(503-254-5953) Date : 11/5/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5300 NELSON ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easemenls or restrictions of record; lhal all measurements shown, and allegalions made are accurate; that I have read and agr abide by all conditions printed on this application, and ihat I assume full respons' li for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W e Rid9e ord' a es, for work under this permi . r DATE "'0' (OW NER)(CONTRACTOR) SIGNED Description : INSTALL 6' CEDAR TO BOTH W INGS Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $420 Total: $34.75 Use: am BUILDING DEPARTMENT USE ONLY Zoning Cammsntc^ Approval : TRC Zoning : PRD BUileltbg CGmm6Atili; I Approval : PubI!G,Worka Gomrneiits:; Approval : Occupancy : Walls : SIC : Sq. Ft. : OK Plesse Note: OwIR►/oadactor is responsible for locatino pro p WlpsndconsWctingH rov~ments c . Sngtothp OpproVed plan and ro d&velor t. r,',.,rds. The City is not respani:; wbmitted «nh..: on errots resul:irg ;ir: i Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit vras issued in accordance with the provisions set forth in yopur applicatlon and is subject to the laws of the Slale of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other appliwble orUinances of the Ciry. (2) This permit shall expire if (A) the wode authorized is not commenced within sixty (60) days from issue date or (B) the building aulhorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally requiratl, pmvided no changes have been or will be made in t e original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permil. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage pmblem. (5) CoMraclor shall notity the Building Inspeclor lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before pmceediing with sucoess)se phase h€~ob'- (6) The issuance}N3 or t~ proval of drawin d specifcalions shall not be constmed to be a permit For, nor an approval of, any violation of the provision~5-6~ S-9c,44y inance, law, rule or regulation. L./ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNRY DEVELCPMENT DEPARTMENT 0wld'uig Pemdt Nu : BUILDING INSPECTiON UNE - 703,254 6933 CITY OF WHEAT ItlDGE ~ 76pp yyEBT 29TH AVENUE WHEAT RIDGE, CO 60015 - (50,7,Z.13-YBSS) APPLICATTON ac Noperty owntif: Me~1 ~e5 ~ ei»a: 503. 4wo- \73 \ Proaem~ S3 0 N06 b^ 0 . Contractor Licease No.: P6one: Company, v~ re.~~tcr ~1 cb~f et'c~ c nc a- - ~cronaiowmaE oRUroEnsTMJDmoNOAoREEMeNr Construction Value:S 3"SO - i n.reer Wrtrr n,.t ms s.medc akMnaa woweaa M mo v«n+c .va'.uon ■m m ocdkmwu, ' ~ b ~ e ~ ° Permit Fee:S ~ ~ ° 'wn,.~.i i+w u. ow ~w~, ~a .w~.uo~ mw..n..~.a: nM i n.w t.w .ra ~,.ra .now~ Plan Review Fee:S . ~re.w. aYrea to abida M a6 wndibns pWed on tlic aiW1cati°^ uM tlM I assurtr fu1 rosponsLi@Y for amWMnw wtli the 1Mrat RidV BuldnY Code (U.BA) and d i lee Tax'Q TOiB~:~ otMr aod'c+bls YNmt Ridpe OMwrnat, br wak ukNr 1hb W~ A %-1- I Descripdon: CA. Aaf ~ Sq. FL addW ~ gUQ,DICiG DEPARTb1EP17' USB OPI[.Y SIC: ONNG CONMBdfS~~((]] ~PP~OV2~ Zoning BULOING CAMMB/TS: A~~OYd~: Pue~~c Y~orms Co►~MB+is: Appnoval. cc„oancv: Walls: Roof: Stories: Residerdial Uni1s: Eledrical License No: Plumbing Ucense No: Mechanical License No: Company: Company ~ Company: Expiretion Date: Expiration Date: Expirallon Date: nrioroval: APProvaC Amoval: (1) This o~atlOandbViVi~iZnmGR tl~ow~ Atl~l ew~~+~~ ~a~~+ew~ao« m~r. ~ao~ ~ a.obw~cmo Col r me criy. (2) Ttia w"Nrn oxpin r(p nw work iutortzed b rotoamrnoedwluiin coc0' (e0) daya rrom bsw dor or (H) the buiakq authoriisd fa susW nded of aWndonaA for o Oedod of 72f1 drya. (3) rcmiswnnt.■pra,.n.wp.mtm.re.+wuimdror.r«mon.4mnn,.amownnom.Nnaulmd.wavia.dnocn.ross tmw 6een wwil bo m.do invw oAWnd P`m ond speciM1atiom uM aro waWWoo xohe ndomwnt Iwc mtexoeedee ons (4) N 1o vwM d~m/ ~mmnw ~«done Cut wU dwrqo lhe Ilwid wbr ouainp ■~InNWo PohNln t~ nnv WrmR (S) Conin+cVor sMll noWY tM BuYdtri0lrsMeAr MonIY4our RO houa In Wvana for 0 Mpxtiois and ida1 nceM wMbn apqonl on NsPeWon ard Oebn Oroobi^Y wih suowaWe Phws d IM JoD. (8) eDPr~ a ~Y ~ vblatlon of povisiom of tlw WiditY iodes r a ~admnw. hw n~ik a rap~latlon. for. mr ~n Chief Building Otficial L'd LS82S£z20zT:01 £9S9-082-0L6 33N3J MD:WDaJ TT:61 b002-82-1D0 OC7.26.2BBa 6:22fiM N0.071 P.6 P LO T P LA N FOR MELODY HOMES ,N, LOT 12 . BLOCK 1, SKYLINE ESTATES. FILING 3 CITY OF WMEAT RIRGE. COUNTY OF STATE OF COLORADO. ADDRESS 5300 NELSON STR•ET 7VL VT I ~ ~ 9 96.60 70.03' SO '04'15"E U.E. - ~ K Z . 10' U.E.~-7 rS~fBACK - - - I e c~O I^ ~ UtI ~d OT 12 ~ L F Z ~ 18,462Sf. ~ il ~ I 'I L: I I w i I 1 r*i ~ ~ i~ w ~ ~ ~ y. 7I I i uj; j zen9 ~ C 3 N il N l nom I fM ~ ~ pm I ~ I J 09 L_= I it so 23' 2°E 10, u. , NELSON STREET INFO .4"TACF• MODEL 295~9~ W ELEV.RA WT M%F. 4402 ~ MOUSE ~ ( _ 9170.5 u w oao wot ~w uam+ o wso~ sou w~ na CO\4AAGE. !9.'17i ~i e~C"en.KMr ei4Ram !1w BIDQ NQQIT~ 27.s a swn on~s~a v}K sauc~ ra iv M AV0. ew0. MOCXT. 1=.S' ~ ANO. F.a. •O.3 a ar..ya Arr nr w. ,KVftnm suu ♦n~°ie'Fo *--iva e t's °m°tiaw.lm wMa R!M[)eD t APPFOVFO FOR ifAM '~iaw °.n ucaeM L~~iElbil~71BM0 pUN~yE~"..__ W'IR7FJ 1ERHCE fAOPPiIYpW~Ut ~ SWTM'I l6MER 9ERNOE ~ T OF ~ • Y ifAW~l ~ e uan nac ~ y~~prpp~p~roI~~~~y~ ~ _ ~ Wi tP~ ooYplAiC iCl1 RM7Plfi iV~ FWE HYDfIM1T *IuIELODY HOMES 9'e`Tr1°""""°" 'y" ~ MINIMUM SETBACKS: 20 0' + Sc~ 1'.20' ,ro:l amsumur.L.a m, '.hi sioo~Ti~ . Fr oNr. Soe?,~'e~: ~o' RE~w.E. -~4 rltifONalpl oa °u°to ~ ~ ~ ~ ~ ,p~y~7Cy'~, ~ 5 SIDE;~~ Mi 1 M BY: i se aais n w' f~ l ~i~r B N 57RUCTURE5:1g' J08 N0: K I I I ~ t I 8'd LS82SE2£0£ti:01 £9S9-082-0L6 33N3A MStWOJJ LL:6ti b002-62-1J0 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17306 BUILDING INSPECTION LINE -(303-284-5933) Date : 6130I2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5300 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1 S31 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $210,336.00 I hereby certify that the selback distances proposed by this permit application are accurate, and Permit Fee : $2,100.03 do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or trictions of record; ihat all measurements shown, and allegations t Plan Review Fee : $100.00 s or res covenants, easemen made are accurate; that I have read and a9ree to abide by all conditions printed on this Use Tax : $2,524.03 application, and that I assume full responsibility for compliance with the Wheat Ridge Building t/ Ridge inances, for~{ork under this permit h ea Code (U.B.C.) and all olher applicable W TOf01 : $4,724.06 g .~y ~ 7-1-oy l DATE ONTRACTOR)SIGNED //L~LZ ~ (OWNER)(C S, ~I . Use: Description : 2959 A- FIREPLACE IN FAMILY ROOM, 8X10 PATIO, AIR CONDITIONING: 5.0-kQDL i PPease 1^1a~e: ~V/753t Owner/ ,+'I .:ents eccordingtot,u BUILDING DEPARTMENT U~ S`~Htructing in °ro:_ m approve p an~i ove~e. ptts[andards. The City is not § orsiblz tur;nacc rate mforma;ion ZOFFIhQ COn11t181ttS= submitted withm the plari s~; and any constructioR Approval : TRC OK errors resulting from inacwtate informatiun. Zoning : PRD 0,tutlding Co,rnntedts:;= Approval: CR Puiblic. Works Cortroents:; Approval : DFB Occupancy: R3 Walls Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS TWO ENGINEERS STAMPED FOUNDATION PLANS. 6130104 OK. SEE ATTACHED SHEETS. 6129104 Roof : Stories : Residential Units Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (t) This permit was issued in accordance with ihe provisions set fonh in yopur application and is subject lo the laws ot lhe State of Coloredo and to lhe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permi[ expires, a new permit may be acquired for a fee of one-half the amount nortnally reQUired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will changa the naturel Flow of waler causing a drainage problem. (5) Contracfor shall noti(y the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card betore proceediing with successive phases of the job. (8) The issuance of it or tltta~ rova o Wqgs and specifications shall not be consWed to be a permit for, nor an approval of, any violation of the provisioq din des or any oi r.~ance, law, mle or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. 61 WMEqT ~ DEPARTMENT OF PUBLIC WORKS ~ REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 7-1-dy Phone# Applicant: ~ C)~ Location of Construction. 53oa r~JE-z so~/ -5~~~ Purpose of Construction: S•N~~ F~^'•~y ~s'a~~ Building Permit Value: Single Family X Commercia] Multi-Family DEVELOPMENT REVIEW FEES $100.00 $ Gn Development ReNiew Processing Fee: (for document processing) $50.00 $ $o . o0 Single Family Residence Review Fee: (for miew of applicable technical documerts) CommerciaUMulv-Fanuly ReNiew Fee: a~~ 00 ~ .(for review of existing technical documents) •(for review of technical docwnenu for conswMion in Rightof-Way, Final Drainage Report , and Erosion Control Plan) $500.00 a CDOT Access Permit Fee: S100.00 a (for documem application and processing) Traffic Impad Study Review Fee: $100M ~ (for document review and processing) F7ood Plain Variance Review Fee: kfor da:ument revieH and pra;essing) Class I Appliption: $300.00 s Class I Publication/Notice N/A Class II Applica[ion $750 00 a Class II Publication(Notice 00 a TOTAL REVIEW FEES (due at time of buiiding permit issuance): $ ~So . o0 PLEASE NOTE'CI-IAT B`1 ADDITION TO THE ABOVE FEES. THERE WELL BE ADDITIONAL LICENSING AND PERMITIING FEES REQUIItED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicaot Date ) U y ~ - RN 06'OJ 1 \ - - ---NTL-) / 04 w"eq r DEPARTMENT OF PUBLIC WORKS ~ F> BUItDING PERMIT APPLICATION REViEW Datt: coLpRP~0 Lotation: .5300 /✓EZSnn/ S~ Attention: Building Department 1 have reviewed the a[tached materials submitted in application for approval of a 51N64.E F.a,.4r~y ,2~SiD~>vtc at the above referenced addrus. Pleax tate the summary comments beiow. . 1. ✓ Boundary Closure: 2. ✓ Drainage: OK _ NW OK; refer to stipulations. a. Drainage plan and report nxded _ b. Drainage plan rat needed C. Lot drainagdgading to be reviewcd by Building Division ✓ d. Site drainagdgading provisionu have bcen rcviewnd and are: (~bz o vE-~-,o7-D ✓ OK Not OK; refer to sdpulations. 3. ✓ NPDES Pernilt Required: _ Yes ✓ No 4. ✓ Public Improvements a. stretl paving noeded: Yes ✓ No b. curb and gunu naded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. sveet lighu neoded: Yes No C. stam sewer nxded: Yes ✓ No E Ietter of credit required: _ Yes ✓ No 1f a lener of credit is required, for whal improvements? Amount of lentr ot aedir. N/A 5. ✓ Subdivision Ageement required: 6. Devetoprocnt Covcnant requued: If Yes, for Yes No _ Yes _ No 7. ✓ Traffic impact analysis and report required: Yes - No 8. State Highway Access Pemtit needed: Yes _L/ No 9. ✓ New roadway or alley R.O.W. dedication recommended: _ Yes ✓ No If yes, what is recommeeded? 10. ✓ All eziuing dodicated rosdways/alleys meet ihe sundards of the Ciry: ✓ Yes No If no, which do not ard what is requested: F//.t 1]. ✓ APPROVAL: The Public Worlcs Depanmem has rcviewed this request and heroby gives iu approval, subjea a the above anNor attached stipulations. Signarurc David F. Brossroan, P.L.S. Date 12. NO APPROVAL: 11x Public Works Department has rcviewed this roquat and does not give its approval for the rcasons stated: Sigmture David F. Brossman, P.L.S. Date I? E. F 13. ✓ Sti ations attxhed: ✓ Yes No ~1RA-D~.v(~ GE.~T/Fi~?T70~.! LET/E.~ RO,~y P'~ - _ R.Equ.,ec'-'a p4lol2 Ta iSS,,.r.jcs o,-- G.cD. 14. ✓ Summary Commenu: Mv damaRe to the ezisUn¢ Public Imorovemrnts as a resWt of this consvuction is to bc rcoairod w uioet Citr standards bv the Pumit Anolicant prior [o the issuance of ehe Certificate of Occupancr. A Drainaee Certification Letta is required orior to the issuance of the Cvtificate o( Occuoancv DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TM AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 QY ot What ~ pepatrnerrt of Pub6c Wa1a LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED Z9~0`~ ADDRESS 526o iU~sr.J S--fee~ Deaz Contractor: In conjunction with the approval of the building pemut applicadon for the above referenced address, this ]etter is to inform you that all existing public improvements located along the frontage of said address shal] be restored, (if damaged from related construction) to an acceptable condition, as determined by Ciry of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condidon(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,4 At-a-vow-0- David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 COMMUNITY DEVETAPMENT AEPARTMENT Building Pemtit A'utnber: BUD.DING INSPEC'[TON LINE - 303-234-5933 Datr., i~ CITY OF WHEAT RIDGE 7500 VVEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~aoa.o~ ~~~~~~~OIV PropenyOwner OLF.& /iProperty Address: 530Fo ~ Phone : Conuactor License No.: 91 ~ 7~l Cotttpany Phone: 0mTEWCOTTnwcTOR SIGKwTUaE Of UNDE0.STAf<Dll:C wN0 ACREFlNCk7 I hcrcby cenity that the scibuk a;:wtccs {KOposcd hy Ihis pcrnut appt7cstian are acevn(e, and donot viWam applipbk ordinances, iuks oriegulauons oftlx City o! Wpcat Ridgtor cavemnts. astmails a 1es trictions o(raard: that aII muumncn Is sho W n. and a f legation c nuae uc aceumla that 1 n.rc rad ana aaree w znfae cy an ~eidon. v.;.tea e* wa* appficatim and that 1ustime fu11 respaisi6iliry for emmpliaifce wilh thc Wheat Ridg< 8uitdipg Code (U.B.17) and all qhn aypl"wablt Whnt Ridge Ordintince:, f« work undo this permii. IOWT'ERMCON7RACTOR), SIGNED -jj/~fi DATEAkol (pK'~dEWICOM'MCCOR):➢RIMfDV C ~I'. ~SDAiE 6/~k' l7 / / Consuuction Value:$-Lq--k16~- PermitFee:$ Plan Rcvicw Feo:$ USC T87C:$ Tolal:$ DESCRIPTIOT:a~59 `7- ot'ti ea,,.cQ; ~ BUILbING DEPARTMENT USE ONLY jJX/U SiC: $'qf3t~ ZqNINd COMMlNtt" ~i' Approvai/;ai , Zoning-M aunoIHa Gorwnrt 'ntllE1°Q.~J ~ s ,ro.a;~ .u.ucwrnacscoMM+exra: p/L sHELt"TS Approval: Occupancy: <9 `F5 W alls: Roof: Stories: Raideaeal Units: Elxtrical Licrnse No: 2Piumbing License No: I I"5Sy Mechanical License No: f% rj (D C°mpa°Y~~Z° ~ c°~'",, 1,yJ~'/l,~~P C~~ ~-~,-'4' Fxpvation Date: Expirafion Date: Fxpiatioa Dau: Approval: Approval: . APProval' (t) ltieve+^.ik isw,d'aaemftiancewnlAeprovitimsfnlblbin ywr+pptic.tiu..dicwbi«taAeMwaoffficSuw a(Cabndo~namAsZa.mg RcsouEwis and HuulGiNt Coda of WAut Ridt4C01orado w aey aha+l0"bk wd'mancadAcC1ty. 17) TD'nPe.Wflutl«pini(iNdie~ark.uAa'aW isea~ed.titldefw7(60)MYSM+n+uueQauarlHlUKbuiWiogiddqriudissmpendeda .b.ndor-M faa pc.iad of 110 d.yc ill Itihis pcni.Ii <apires. a iww permn nur Dc xQu'uod [u a f« of o"-half dc anwmi oo.mally roquveA oro.id0d na enaoges Wv<becn m wi110c mah a tln aiginai PWS ml 1pac+&+taaa ad a.Y Mvewiaa a aWodwxa ha oa eu-dod anc ill If c6mga M~ 6em a if aW Wonme+u e.R.ds a.e(1) fetl fau au! heDoid for a acw pvmk (4) Ka-akof`nYwmaWeDtdoae" wil ce.njedewaWMvd ikrewcntaA+4~~epoblcm. l~ Ceevaeve ah.M mtih tlie BrAdin6layecmr ^w0`fmU4)Mvs:u Mvx ta.B:ezpx6an and *ue +aas~.e..viaw ww~-•1 oe inry«rian wrd Oefae e~~t wi~h sceev:.e pY+es W tbe jnM. (6) The anoulaec d i d.e xppmW a(Jnwinp auA ryanii.catiaac dAtl w be eontwW n be i yv.wil far. ea u qpro.i7 W. ao7 r'w1n:m Mdhc yn,N:iw ' memOs,«anrodn«d:~ Lv,.uk«xaWw.• lak 'ef Bu~nspector LO'd GOOL 6T JdH LS8ZS£L£02: xej Md 89NINJti-ld "CJ5 NT' r0 op~N SP~ _ Submittal requirements: 0~e_ Copy of Deed U Address: 5 Residential Worksheet (SF/Duulexl Site Plan (to scale) ~ ~t1.lSL~ . Elevations D ~t Zoning: %_~)Use: J~_ Property in the flood plain? '40 Lot Size: aANZ' sq. ft. Lot Width: "10 ft• Maximum Lot Coverage: A-o % 33!T' 8 sq. ft. Proposed Improvements: House: ?A(o$' % sq. ft. Addition to House: S4• ft• *Shed: S9. ft- Detached Garage: S4 ft• Proposed Lot Coverage: (Total) ,1 % Required Setbacks: FR 20 Provided Setbacks: FR 2,4 S Maximum Height: 3S Proposed Height: OVAIr Existing Improvement(s): House: sq. ft. Shed: S9• Detached Garage: sq. fr. Other: sq. ft. ZO les' sq. ft. N 5 S s l•5 x lo s 11 s to x 4Z• 1 ft. Maximum Size: 33'56C" t sq. ft. ft. Proposed Size: 2o(.5' s4 ft. Access Notes For one and two-famity dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphal[, brick pavers or similac matecials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lo[s. In residential zone dishicts, 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 sheet accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per proper[y is permitted. *Metal sheds in excess of 120 s.f not allowed. Landscapina Notes For one-and two-family dwellings, one tcee for every 70 feet of sheet frontage is required. 100% of the front yard and 25% of the entire lo[ must be landscaped prior [o issuance of C.O. Street trees required: Stceet hees provided: !r;.,Infbnnation oBuildOn ErK/lneering • Conaultlng • Testing Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5300 Nelson Street, Lot 12, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geologica] Survey, 1997 Deaz Me]ody Homes, Inc., Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 20 feet below the existing gound surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 20 feet of overburden soils consisting of fill and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Industries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 12, Block 1 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March l, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or FooNng Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the gade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement F7oors. Basement floors in the Front Range azea are commonly conshucted as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occw, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Eachibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living azeas in the proposed residence. Structurally supported floors aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the ]ow risk category. As a result, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generaliy been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differentiai and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Detaiis" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-gade and are usually incorporated into the construction of a typical residence. In areas where expansive soils aze present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable aiid unpredictable. At the present time solutions using readily Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 12, Block 1 Page 3 of 5 available construction technology considered to be within practical, wst effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but are intended to reduce potential damage should heauing of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and 'urigation prnctices. 1. Slabs should be separated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized u61ity lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the slab. In fuushed areas, all fumng ships, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevertt immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or parch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended azound all basements and below grade habitable floor space. The dtain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, lnc. Skyline Estates, Filing No. 3 Lot 12, Block I Job No. 532-35120 Mazch 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate azound the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the azeas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation walls on a11 sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these azeas should be filled and compacted with a fine-grained soil to establish the posirive slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz care should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the sriucture or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 12, Block 1 Job No. 532-35120 March l, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bark, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior siabs. These areas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative azeas should be constructed above the adjacent lawn or ground surface, and should not impede dra.inage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkier heads should be placed so that the spray from the heads does not fall within five feet of the foundarion walls. Where practicable, main sprinkler liaes, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. L.awn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are sutmnarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that aze different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a sununary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construcfion on, and living in areas of expansive soils that cannot be completely eluninated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The detemunation as to whether slab-on-gade construcrion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will resuit in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock materiat that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the loca] and regional soil and bedrock profile and it's variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of nearby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the azea, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when eva]uating the risk of expansive soils in their home buying decisions. Professional Smice lndustries, Inc. Paoe 1 of 3 March l. 2004 In an effort to provide some unifornuty in temunology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell 500 sf Surchar e) Representative* Percent Swell (1000 sf Surchar e) Low 0 to<3 Oto<2 Moderate 3 to < 5 2 to < 4 Hi 5to<8 4to<6 Ve Hi >8 -NVih: ine representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavarion depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soi] profile. Movement of foundations and concrete flat work conshucted in azeas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies conelating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro area have validated this observation. Criteria used in the study to evaluate slab performance inciuded a maximum crack height of'/e inch, a maximum crack width of 1/< inch, and a maximum differenrial elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries. Inc. Page 2 of 3 Marc1i 2004 Basement Floor Slab Performance ~ ~ 60 d 50 x ~ 40 W V ~ p 30 y ~ 20 ° a 10 x o y 0 , = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as stnxchual floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other design issues associated with strucriual floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases aze not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of structurally supported basement floors on sites where the slab perforxnance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eluninated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service lodustries, lnc. Paee 3 of 3 MarciI 1, 2004 Spike as required I v Partition for stability ~ Molding, nail ` at bottom onl ~ ~ void space Drilled hole Concrete slab I I-I I I-1 I I-I I I-I I I r Wood 2 x 4, nail to slab ~~~i Infoimation VOID SPACE DETAIL FOR LI~"'~ .ToBu ldOn PARTITIONS ON SLABS Englneering•Consulting.Testtng EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark area with downspout h'all N extended beyond edging Sod • Perforated edging or -1 equivalenf to altow release of weter from rock or bark area Maintain minimum alope of 107 away from foundation Minimum 6 Mil ~ Polyethylene or Ceotextile Fabric sloped away from foundation under edging to top oP grass Foundation Wall P LO T P LA N FOR MELODY HOMES INC. LOT 12 , BLOCK 1 , SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5300 NELSON STREET Dv[. v-r i ~ - ,5.05' 9 5' ~ 36.50 70.03' SO U.E. Z ~ r 00 ~SETBACK co ~ I ~I LOT 12 ,I _ ~ m8,462sf. I I I a I I ~ I exio PATIO 1 . ' J I I W ~ I~ I 22.4' ~ 1 I 1. U) ~ I L vil r~ ~I TOC = 40,3 TOF = 41.0 ~ I I N ~ I I N ~ w I I I I M 3 CAR 2959 BASEMENT I I ~ I ~ GARAGE NI FlREPIAC[ O FR ' I 1 1. ' . I in I LEPT ~ l ~ 40.9 I 39. 1 i . " ~ t o a' ~ I ~~e I ~ I I IN ~ I DRNEWAY ~ I° " I L ~ ' J 'm L a io' U. . ~ )D ' 138.36 > NELSON STREET 37.27 INFO STAKF• MODEL 2959 LH G N RAI NO < 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WEllS. FOR 7HEIR LOCATION SEE SIRUCTURAL ENGINEERED PLANS. 2. DIMENSIONS SHOWN AROUNO THE PERIMETER OF THE STFUCNRE ARE TO THE E%TERIOR FOI1NDAl10N CORNERS. 3. PRONDE AND MAINTAIN POSIIIVE DRAINAGE AWAY FROIA ALL FOUNDATION WALLS PER WARRANTV REOUIREMENTS. (0.55 MINIMVM SLOPE FOR CONCRETE PANSJ 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARY. 5. FOR OVESilONS RECARDING 7HE FOUNDATION DURING EXCAVATION, fORM SETTING. AND HOUSE CONSTRUCTION REfER TO THE ENGINEERED FOUNDATION PLANS. 3 CAR ELEV. A LOT AREA (S.F.) = 8,462 HOUSE AREA (S.F.) = 2175.5 COVERAGE= 25.7% BLDG. HEIGHT= 27.5' AVG. BLDG. HEIGHT= 22.5" AVG. F.G.= i0.3 APPROVED z ° HOUSE AT MINIMUM SETBACK CHECK FORM LEGEND: ❑❑UTILITY PEDESTALS p ~ S BEFORE POURING 48 HOUR NOTICE REQUIRED WATER SERVICE fE=PROPERTY LINE V) Z ° 2' STAGGER REOUIRED (3) SANITARY SEWER SERVICE BOW=BACK W A 0 0 0 LIGHT POLE F K W Z U / ~I-L~ * 409 LO7 CO ~ RAGE FOR R NCH I[-FLOW LINE V E A ES ~FIRE HYDRANT --------SETBACKr MELODY HOMES INC C OENTER'OF COLORADO NOTIFICATION 11081 SHERIDAN BLVD. 1-$00-922-1987 WESTMINSTER C0. 80020 oR 534-6700'ocr~iven° ~ i-~~ wn r ~wucc 'HONE: (303) 466-1831 °,4 w '3~q°""0`a w~~uo 1X.- (303) 466-2368 1O"'" MINIMUM SETBACKS: FRONT: 20.0' SIDE: 7.5' REAR: 10' STREET SIDE: 20.0' MINIMUM - BETWEEN STRUCTURES:15' SCALE: 1 "=20' DATE:06-15-04 REV: BY: BMA JOB N0: SKY3 37.50 4'1~ 5"E - U.E. ; s. 0 N 00 ~o ' I w I ~ _ 13 3' ~ m ~ I I 138.6 I 1.0 i10.0'N 1.ol~l~ I~ CA M i I l~ ~ 11.3'^ i I I PORCH I ~ I L 0 _ SO °23'42"E ly 1 ~ °ya-- I aa ei ~ I J@~ I ~ I ' ~ i i 7_J J ~ s~.61-n i ~ i ~..i 9INAGE TRACT g ~ ~ \ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ TRACT E 0.55 ACRES ~ \ \ \ \ \ \ ~ oz i 64 94.685 ~ b7@.48' uw e - ~------D = $,r----_ 9 - zpQ mpI ' ' I ul I I j I I ~P i ~ i i 1 E ; ' I b I~ ~ '9~ ~m f I Af le x ~ OW - ~ L ~ I ql Z 10~e I u _ ~ FI •,'u j I ~ b.o' I i I I - I I Ix - N,1 I ; ~J g - = ' I~ a "L - J Ji3ff~ e ' ' 6i 136.93 ~ ~ r r s;r---- wy ~F ~Y 1 ~ Z I O ~p e ~ ~O` y ~ I 3 _ h , c I I -1 -iT( l ' ~g ~ 1 aIY ~ I ~ le e ' I j q I ~ er in N,~ i i I pr y I I iI I crn I I I F ~ I I J 10 Z ' i II _ 1 ~ i -y - - J e Z69 4b1.I/ Y~.V Zl ' w . 3 ~ s~r----- 11 -l ~ • 1 ~ I Zo ~ bb1 tl0 I ~ ~1 ~ g ~ R ss. . m ~ lx i o y i o. p r---' , i ~l3i , B4 9~.68 ,..r • „ ~W _ - - Y( M - ' ow - - F-- 'Y ur ; z.r I Zp ~ I 4 ~ Fa~i I i ~ ~_`y~' `S I ~ • i u A i J i ~I ~ I I ~ i J I Y ---J ~ 4 R „ ' L---- _ J e 589'4649 . a~+l JZl . . ~ .y RACT C 0.22 ACRES I 227.68' / ~ N89°35'34"E 295.02' 2' '-_----------------------------1 l ~ I a y O 'z °x 9 ~ ~ «3 i 1 ra a ' y ~ O fw z i 11 1 11~ _ '~~~T glUE.YF 1 a YE_ _ ~ yf O ---G 9 v " i > ~ ~~•ry I m°~ i I Q a, ° I aI # I ~ I I 1 ~ fl.l' ~ I I FA I n y E ~ I ~ f__- xa r _ = =n 124.92= a_uE. ^°5883321 W, _ z8c I E~ ' I i L--= --J . s 00'OZl 1, 3i£9£.68N x $ Y~' W[ ~ .LY 0 1~~ ~ ~ ~H 1 ~ @@ I 5 R _F ~ .06;OZF-11 ~ uc 3 f£ Sf.68N y Y' ~ C' V C M ~ - d a F-- ~ ~ ~ , k ~ ~ i j 16 l L-- = _J zl e uc 3 Y£ S£.6BN . ~ 5' LL4 ~ ~i~• 'ii'~~ _ ~ a0 71z I ~ I J I ~ ~i # ~ + ~ R. 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BE •9 ~ BE 8 BE~.UW TOP w ~ tD ~ - 2-4X5 0 OF~ aF WALL. ~ I , ~ ~ r .y R ~LAB EDGE ~ r~ TlJ N ~ DOWN T~ NAUNCH A BRACE W L~S ~ ~ ; a~ AS ~EQUlRED, FORE ~E ~ ~ d r t~ ~ACKFILLING. ~ w n/'^~ 1J r , ~ , ~ w _ { ~ ~ IZE VA~ 2 4 S PER PORCH 2- 4 SIZE VARIES ~ ~ P~R PC~RCH ~ 4 1 ~ _ 1 ~ = ANGL~ EXPANSION ' ~ t ~ ~ J~INT. ~ ~ iid. ~ ~ I ~ SEE SECTION 1 , 1_ T I ~.S, ~~R DE A ~ POLYETNYLENE ~ I I * ' ~ . , i ~ ~ SEE SEGTI~N 1 r - p it iJ 1 I i~ 3 i !t FOR aETAILS. VQiD BEYOND SEE ? SEE I' PLAN FOR LQCATION, PLAN BEAR ON UNDISTU~~ED ~ ' i i S~1~. ~ f II II ~ N HAU NCN AT ENa ~F PQRCN. HAU ~1 ' i ,r , „ $ 4-0 t i x6 P~ATE W MIN, 2 -1 2 ~ ANCHUR 9~ 2 ~ MIN. _ J ~O~T~ T~ BUTTRE~S. t ; ~ TOP ANf~ BOT. ~ { } R {NF. CONT. E t 1 1 2 CLEAR ~ 0 1? ~ ~ o ~ ~ oc~ ou T ~ ~ 6 i= I AS SNaWN. 2-~ ~ X TTRESS BU ~ c- :n rnr~ r~ c' n t~ , s V 1 1 _ . r r ~ ~ l.~R Ct'1lYi . ,o~...,..r~. w ACN FACE . ~E ~ ~ h h ~ $ ~ ~ ~ 0 ~ I 2- 4 X ~ I ~ ~ " A NT ~F VQID IN~IGAT~~ PL CEME a r I * AT ~IAL ~JP~DER G~ADE BEAM. 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AT ~ i I~ { I ~ACH END. ~ ~ w ~ t/1 w t , ~ ~ SECTION 1 ~ F ~ SEE ~ 0.ti✓ `w~ ^ ~ 1~ ~ NOTCH FDN. 1~ M~X. FOR I p F~R D~TAII.S. ~ ~ tr r~ ~ DOOR 8c MA(NTAIN 16 MIN, I ~ I ~ ~ • BTWN. ROWS aF REINF. > ~ _ _ _ ~ J ~a w ' i 11 II ~ i 11 MOVE ANCHaR BOLTS ' ~i . ; ~ r S C~NSTRUCTiQN ~U TTRES AND PLATE T~ O~JTSIDE w ~ FACE OF WAI~L TO aMIT c~ I ~ BRIGK RETURf~. ELEV. ~ ~ AND C ONLY. y ~ r ~ f i !4 ~ z ~ fi FTG. ~-TYPICAL 91 1 ~ FTG. ~-TYPICAL ~ wp+~,~ v~ ~ ~ IJN~ESS NOTE~ ~ J ~y uN~~s~ ~aTE~ ~ w ~ ~ ~ ~ ~ ~ ~ w ~ , I P ACEMENT QF V01D o0 INDICATES L ~ e~ N RADE BEAM. o i~DCC~~ES ~~~cE~E~~ oF v~ia ~ ~ ~ T RIAL IJNDER GRA~E ~EAM~ ~ ~ MA ~ .1 ~ MATERIAL UN~ER ~ x x ~ 0o WITN P~~.Y, TYPICAL, ~EA~. VOID ~ !3 ~ ~ V WITH P~LYe T~PICAl~. 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C H s 1 tLEVATIU'0~~N C PORCH l I ~ V-011 ELEVA ER-OhA Ri 111 r-LN[; . SEE ARCN. PLAN< ANS FOR DETAILS. 1. 1. SEE ARCH, PL AN AT RIC 2, SE OF 2 TE FQUNQATI4N. T FQR COMPLE 2. SEE P AN AT RIGN y NERAI. NOTES. 3, SEE SNEET S-2 7 ~ TAI~.S & GE 3. ~JEE SHEE1 -2 FOR SECT IONS8 DE rr I c 1 2500 100O C7R 2250. 5 1 ClOO 1 MPLETE FOl1NDATION, I AT RIGHT FOR CO -T S-2 FOR SECTIONSa DE TAILS 8c GENERAL N4TES. a ti . ~ r~ 5s -a ~ _ _ , , = _ _ - _ : ~ ~ l~ ~ o --a , rr': ~ ~ ► ft ► tt r~ ~ ~{si ~ ~ G `t" ~ Q I..1..# ~ ~ ~ a~'o ~C w > Q ~ ~ ~ ~ ~ ~ ~ C~~ ~ ° ~ « ~ ~ ° U~ ~;C ~ ~ c~ cn w ~ I f ~ . - i ~ ~ ~ C~~-- ~~c~~ w ~ ti~ - ~ 6+: ~ L ~ ~ ~ r a ~'=~'o ~ ~ ~ ~ (,I) N U~} C~ •~~i w Q ~ - - - ~ ~ ( w C° * 1 ~ i ~ ~ w T- ~ ~ ~ ~ ~ ! n!! ~ {^~r~!! w N~\ ~ V ~ ~ ~ Y j~ ~ ~ MV ~ ~ ~ C~P~CRETE C ~ , ~I~N AT NAl1 TOaP ONI.Y. S o~ ~ ~ ~ ~ ~ ~ ~ ~ ~i w . . . W ~ ~ ~ % TU~ C~F STEP ~ ~ ~ 1~ „ F~~J, ~ FTG. 2Q . , ~ ~ ~ ~ ~ ' ~ ~ ; 4 ~ ( .F ~~L.. ~ V!./HL,~~ . ~ ~ ^ ~ 4/~~1~.~~ DJIJSTABL A ~ ~ ~ ~ ~E COLIJMN. PI I ~ ~ ~ ~ ~ T QF 1l~I A~EME~I ~ ATES PL. I~JD C ~ ~ ~ GR~,D~ BEAI UNDER ATE~IA~. M I~ Y. TYP G W~ TH P0~ VOID , ~ ~ ~ ~ t--~ ~ E~.. C,~ SEAL ~ ~ z ~ : ~ N e~- ~ s ~ f ~ ~ s- A !1~ ; TYPIC 1~ FTG : ~ ~ V, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N~TED ~N~.E~ ~ ~ ~ ~ ~ ~ ~ ~ °°W~ ~ °e ~ ~ \ ~ ~ ~ LAB 0~! GR~UNa 4 C~N C. S c~ ~ I ~ ~ ~ ~ ~ I I w + a A ~ ~ ~ ! !f f !1 q 10-934 4 - Q ~ c~ ~ i,~ ~ ~ ~ ~ I ~ ~ w ~ ~ ~ ~ _ I ~ _ ~ . ~ ~ ~ ~ ~ ~ +c~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~n RD FRAM STANDA I * 1NE~.~E~ TI ~N ~R CONNE~ EAM 3E~ Q a~ E UIUA~ENT. ~ R ~ R ~Y~y///E{ /~('~f`JY~rr`/'~/{ ~ 41 f H~I S~M ~ i A r~ F ~ A ~ ~ ~ ~ ~ ~ w ~ ~ ~ #1 ~1,~ ~,i ~ ~ EY1~~• ~`e.r~ 11 • IY r ^ ~ !1 , aff(f~ ~ ~ ~ +J Y> ~ „ C~ 1 ~ ~ YI ~ TAIN 16 MIN~ R 8c MAIN ~aQ w(~t°\ ~ - 4 ~T TEEL a ~ 5 2X PO USTABLE S AD J ~ MIN~ ~ ~ A ~ ~ ~ t~./ n F REIN~. RC~WS BTWN. o . I * ~J co~u~~. PIPE r~ ~ ~ g, * ~ ~ ~r,,~ I p~~ 1, y wh~ Lk.! ~ ~V ~ ~ ~ TEP BOT. OF R S , 12 MAX. FQ ~n NDTCH F~N ~ ► ~t I~ nnnc~ n. e~nih~Tni~l 1~ ti~ll~I ~(~~I d. --~1 -~-~°`t , ~ w ~ 11_.{ ~ V ~ c~a~ s ~~E AI~ ~M ~ cv T~ QUTSIDE I~ATE AND P ~ i~ALI~ Tt~ ~JMIT ACE OF TURf~. ELEV. B , ~ ~RICK RE AND C ONLY, ~ w ci r~ ~ ~ ~ n _ d ~~~~~~~~~~t~~~~~~~~ ~ 4~~,~.~~'~~1r~ <e~ ~ e i~~ ~ :e ~ X a } ~ 4 t qd' r a t #1 ~~~t ; ~ ~.s S'9~+~'~Ffy~~ ~~iY~. 5... ~ 5 "~[r R Y f . ~S T ~F ~ ~ ~ !t i~~ f ~ 1~ ~ `n~ 1 ' ' ~ ' ~ , A ~ a , ~ FS~4k~ ~~Cy~ ~ s~~~. ~ ~ ~ y"~ ~ ~ . - ~ . ~ ~ , s ~ n 1 f'~ t~ ' ;~~r~ ! ~ ~ ~ i.~ ~ V A 1S ~ T t ft 1 ~ ~-t~ i v~ OR DETAI~S. H. P~.AN~ F 1. SEE ARC , s _ j ATIO F'~UND ~PLET~ -1 ~~R C~ H~ET S , SEE S 2 ETAIL~ 8c ~fl~~l~ C~ - FQR SE~ H ET S 2 , . SEE S E 3 ; r~ ~ t:~= P CC~~~TR~( ~TO~ H PATI4 8c TYPICAL P~RC „ FINI~N BELOW ~E 12 N S~AB ~D TIJRN ~U~N " - 5 C~N T, F,W1 E. REIN BY ~ Wla GRADE 8 EDGE t}N PP~RT ~r~a~. su ~ ~c~ tr s ~s ~ ~'Q LED MIN. ~ 10 ~ PIERS ~RIL T ~iAUNCN NCRE E fNG QR CU T4 S~l.1D BEAR t ~ ~ LS ~ ~ 4 QQ~VE , PR~VIDE WHERE SHQW~I ~ AB AWA~ ~PE AB, STO~~. FRC~M W~L~. M BUI~DCNGe FR~ + ~ S~IA OF 2 ' 2500/1000 OR 2250.5/1000 _ 2X P~ATE C~~! TaP OF BEAM. DOUBL.E 2X P~.ATE. SEE DETAIL AT R1GHT FQ~ PLATE Rt! i t~J V t AND BEAM POCKET PLACEMENT ff WITN DOIJB~E PLAT~. FOUNDATI~N 8 WALL. --0 MI~J. QT~ 2 4T~P8cB --~r t t P CONTINUOUS. BEAM P4CI~ET ~ ; ~r~~a ~ ~ i ' ~ ~ AS SNf~UVN ~ ~ - - . ;r~ , BRACE WALL.S BEF~RE BACKFILLING, L s ~ f. ~ 1' 1 ~ 2- 4 ` i . ~ i. . ~ CONT , ~ i t SEPLN 4 C{ - , , - WNE~ i 7 ~ j _ ~ _ A c~ ANGL~ EXPAI~SI~N J~INT, I i 1 y L- ' M/~y~\ '~Y _ ~ ~v 4 CaNC. SLAB QN ~JNdISTURBEa ~ e _ _ ~ ~ ~ ' I R MPA T ~ . S~ L~ C~ C ED I~.l~ w SCQRE ,141NTS IN SI.AB AT z ~ ~ l ~ } ~f..~ II ~ 4~ ~Ax. ~oa s . ~T. ~,~~as. J ~ ~ ~a, Ie{ ~ ~ c~ z ~ _ ~ ~ ~ s~ ! ~ ~ouc ~ ~ ' I-Y p I J • Q ~ n 4 !1C ~ ~ z ~ ~ F~LAN ~ ~ - ~ ~ _ ~ c~ ~ GRADI I ~ - CRAW . ~ ~ ~ w 1` ( ( n ~ Q~ ( ~ 1 1 ► ~r - _ ~ PRQVfDE 4 X 1-fi DOWEL~ , ~ ii f , _ ~ 2 -0 ~.C, MAX, MIN. 2 ~ .y 1 1 „ D~WELS PER PAD , 4 OIaID ~EYQN~ SEE F ~ Q~~ ~ ~EE BEAR i PLAN FOR LOCATION, SEE OR S BEAR ON NATIVE SOl~S PLAN i ~ PLAN SEE ~ OR STRUCTURAL FILL, SEE 501~ REPa~'~f, l - =i~~ °I J ~ ) , r ~ 6 f ~ ; ~ ~ - ~ li I~ If ~ f %i ~r~ i , Y . ; I N INEER S REC~MMENDATlON~ F~R PERIMETER REFER TQ S~ ~.S E G 'F _ DRAiN SYSTEM IF REQUIRE~. , ~ l FY - ~ li w~ ~ i a w~ ~r ~ e ~ r ~ ~~a~ • I ! , ~r. . -r 1 - 4 ~ b t -e ~ „ 8 n w~p ~V 1"°` ~ ~ ~ 2~- 4 T0~ ~C ~~T. ~ ~ C~NT(NUflUS. BEAM P~GKET ~ > ~ ~ ~ _ c~ EI~~ED 2X8 ~R 2X~ 0 ~ONTINUQU~ ~ - LEDGER W 2 ROINS OF 2~}d F~RMING I~ ~ ~~J~~ 1 1 l~~~i I~ ~ r 1~, .r"i l 1 'Y ° r ~ ~ ~ ~ r _~i~__ _ _ _ _ _ _ _ FL.U~R FRAMIN~ NAILS 12 O.C, 1 TflP 8c 1 B~T, ~ „ 1J~ ~~iY. ►i~~ r ~ 8 1! I~ ~i 1 2 P h Y N " ~~~~~Q~ ~ ~~.~~i~~ ~E~Q ~ -s a~~~ ~~Y~roaa sue~ ~ K 11 STEEL PIPE CO~.UMN S E PLA ~ N. , i i ,r FRAMIN~ NOT SH~WN. PROVIDE ~AS P A ~ E LTE~2 X4 X~ Tap o~ w~NO ~a 0 I ~ 3 4 T 8c G~U~FL~~~ il ~~A~ ~ASE PLATE aI~ECTL.Y I 1 FF..° ~N BEAM. LA G SCREWS AS _ ~ a - - . . _ _ _ ~ ~ ; . REQUIRED FQ~ STA~ILITY. ~ ~ i * ~ DRI~.LED M~LE ~ ~ ~ ~ ~ a j ~ I * ~~.~sN c~u-~~ ~ z 2~- 4 UNDER - , , „ t ~ 2X10 FLC~aR J~I~T ~ ~EE PLAN i Y MOl1LDING~ NAlL ~ _ Nil ND~W A 2 0 S 2 Q . ~ 1 1 1 . ~ . . ~o ~M ~NLY, a s~owr~. ~ ' T - - ~~ADE AT A~R . Q Mi~. ~ GRAa~ AT AIR ~PA~E ~ ~.r x ~ ~ ~ ~ ~ ~ ~ . * ' 1 ~.~u,...~ , T ~ = 1 I - ~ie~t - - _ _ r~; _ POLY. SEE SECTION 1 j i i SEE SEE SECTIQN 1 FQR ~ETAII~S. „ PQ~.Y. SEE i 4 VQID B~YOND SEE = PLAN BEAR QN h~ATI' PLAN PLAN F~R LOCATI~ BEAR ON NATIVE S~ILS 4 VOC~ BEY4ND S~ ~ ~F= ' ' ~R STRUCTURp OR STRUGTURAL FIL~.. PLA~ FOR L~CATION, f SEE SOIL REPC SEE SOIL ~EP~~T. ~ 1 1I _ I,. l! 11 I_ ; _ 1 ' _ ~ . y ~ ~ BEAM TO WALL C~NNECTION 1 1 ! _ ; R - t L . _ i' GARAGE OR CRAWL SP~ I 7 _ ' ~ TaP R~W OF REINF~R~ING, ~ . _ 1 ~ MAKE TOP BARS CONTINl~~US J ~ 1N1TH T~P BARS IN BASEMENT . ~ 5~~6 L { 1 ~ ~ `j 2 -~~6 MINs ~ ~TOQP SL.AQ. , ~ f ~r f FDN, F'- ~fr ~ s ' 7 ~ _ _ ' - N - ~ ~ WAL~L Y. . i ~ 'R 1 - _ _ _ ' 7 - 9 L- ~ 1 w Q ~Y... BOTTOM RQW QF _ ~ i A~ . 1 ~ =1 I ~ REINF. EXTEND fNT~ ~ ~ ~ BASEMENT WALL , - : ~ - ~ ~ 1 I ~ ~ i. ~ HA~JN~N r or Y...r.._.~ c I~JQICATES PLACEMENT aF VQiD ~ ~ ~ MATERIA~. UNDER GRADE BEAM. • Yi~~, u - ~ - ~EAL VOID W(TH P~LYETNY~ENE. i u - ; " 80TTOM STEP IN F~~NDATIONe _ ~ . ~ 2~- 4 X 2 10 w n q 'yr' !iry~ W i . i r. _ I t, I _ ~ f ~ ~ ~ r~. -v ~ ~ 1 EACH FACE i : . ~ Is~, ws ,r~,. . ~ Ms++.. .~r~► ~ ~ W,. 1 ~ I ~-UUINL) JINDA I iUN VVALL ["tj\ t:: I N U N CZ I N ~ " ~k.k PLAN INIU WALL. %J vu-r,\er i Mi 1 vfmcsvz)iuiv~ t5trurct ►AK IIlvU t;UN~> IKUU IIUN ~ 11211 1.. 11 ~I'AUNCH A I L Al BO)TTOM %:)I[ 6. A SOI LS E NGINEER SHOU LQ BE CALLEa T0 INSPECT FOUNQATION EXCAVA~ON ► flt~l . - ~ STEP BETWEEN GARAGE OR TO VERIFY F OUNDATION TYPE B EFORE STARTING CON STRUCTIUN. ALTERNATE ~OLT ON NAUNCH BY QTNERS. CRAWL SPACE X, 1A1 A ( I 0~TA\ 10 f' - - - - - e~ tn /000`` h 1 P""N r"1 C T P ' t - - 1- ! 1 ~ , , •S J ` 1 _ _ a , i - 'j - j Y~ ARE COMMQN STEPS.