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HomeMy WebLinkAbout5380 Nelson Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:_" I" Job Address: Permit Number: 0'ZC-, {" 157. ❑ No one available for inspection: Time _( ("<M/pm Re -Inspection required: Yes f"`No When corrections have been made, Dat `�;4-4 . In i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTE Imo} d Inspection Type: Job Address: C IS - Permit Number: -20 _ Ll C_,_ one available for inspection: Time I i/ _ < M/P Re -Inspection required: Yes, No When corrections have been made, s ule for re -inspection online at: http✓/www.ci.wheatridge.co.ushnspe tion Dat Inspec%o',S ---� City of Wheat Ridge E -Res. Electrical Service PERMIT - 201902548 PERMIT NO: 201902548 ISSUED: 12/09/2019 JOB ADDRESS: 5380 Nelson St EXPIRES: 12/08/2020 JOB DESCRIPTION: Electrical service change - 200 amps *** CONTACTS *** OWNER (303)589-6609 WHITECOTTON TINA M SUB (303)620-6888 Lou Taglialavore 180075 Dutch Creek Electric 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: 2,820.00 FEES Total Valuation 0.00 Use Tax 59.22 Permit Fee 93.35 ** TOTAL ** 152.57 *** 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 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by m 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 thispenmrt. I further attest that I am le ally authorized to include al[ 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 pen -nit 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 pen -nit. 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 changeof the natural flow of water without prior and specific approval. 5. The pen -nit 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 ranting of a p . it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co any ordman or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Citqi of Wheat Ridge 12/10/201? 117;29 CPH 0B022174 AMOUNT 8PSP 5380 Nelson St 152.57 APPL/PERMIT NO: 201902548 PAYMENT RECEIVED AMOUNT PP / 7881 152.57 AUTH CODE: 68052902 TOTAL 152.57 ---------- -------- ___________ V Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, December 9, 2019 1:18 PM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Categories: Need Insurance, Kim Residential Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM 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 electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS" 5380 Nelson St Arvada, CO 80002 Charles Whitecotton 303-589-6609 Credit Card Authorization Form.pdf CONTRACTOR INFORMATION Contractor Business Dutch Creek Electric Name 1 Contractor's License 180075 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-620-6888 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address godutchcreek.tyler@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK Is this an electrical service upgrade or change? Number of Amps Location of upgrade/change (garage, house, etc) god utchcreek.tyler@gmail.com Change 200 Backyard Provide additional details, n/a if needed. Project Value (contract 2820 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes z I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Lou Taglialavore Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Solar PERMIT - 201902030 A� PERMIT NO: 201902030 ISSUED: 09/25/2019 JOB ADDRESS: 5380 Nelson St EXPIRES: 09/24/2020 JOB DESCRIPTION: Residential solar installing roof mount solar panels 14.40 kW, 45 panels. *** CONTACTS *** OWNER (303)589-6609 SUB (801)845-0286 SUB (801)845-0286 WHITECOTTON TINA M CODY ORAM CODY CRAM 170190 VIVINT SOLAR DEVELOPOR LLC 170190 VIVINT SOLAR DEVELOPOR 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: 31,680.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I f.est hilt L. authorized to include all entities named within this document as parties to the work to be performed aV"natlwork tobe orme is disc din this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CO CTORACircle one) Date 1. This permit was issued base t ioration 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, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 amanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit ho lnyder 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 ape it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code<ar-any ordinanc regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of )!!: W heat Rj0ge C�)41b1UNt"l�' f_7 ..vri-oi,tiSL-N i Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits()ci.wheatridge.co.us FOR OFFICE USE ONLY Dater )� Plan/Permit # �(Ye?L/1:11 3 Plan Review Fee - Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: J7,3go )re 1S o"Sf Property Owner (please print): (.,karle_5 Ok 7 e CCS 716AJ Phone: 30,3 `53 ! -6 6D 9 Property Owner Email: C t") 53D8 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/En a i neer: J /"f e,-4 Cd y' Architect/Engineer E-mail: �ar'`�Sa��� - V` Cphone: / 7 —7 1q Contractor Name: \ City of Wheat Ridge License #: l g Phone: Contractor E-mail Address: �'�S ` N eS S I rt C2R�j i till C For Plan Review Questions & Comments (please�C�- print):,CONTACT NAME (please print): `J� �� ,'�' C e Phone: �S " 2`7 L abs CONTACT EMAI L(p/ease print): a-2-5 \ f'2'L Cad; << Ji -S (n 1c, , Cts Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL nRESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �C�� ✓�LC�+-�t4PCi sn/n—f S yz'4 C.", -12 e� 1I/ L16 0 IV Li Sq. FULF BTUs Gallons Amps Squares For Solar: lq °qO Kw q5 # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 31,Co'�D— OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE 0 -NE: (OWNER) (CONT TOR) orC U RIZED REPRESE7'TATIVEy of (01"iER) CONTRAC R Signature (fust and last name): DATE: 9—Z Z /—/—I I Printed Name: S ' r Ck" - t u �� ZONING COMMMENTS: Reviewer: BUILI IG DEP R C wer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Structural Group J. Matthew Walsh, PE Kirk M. Nelson, SE Director of Engineering Structural Engineering james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com August 13, 2019 Revised September 23, 2019 Re: Structural Engineering Services Whitecotton Residence 5380 Nelson St, Arvada, CO S-6174128; CO -01 To Whom It May Concern: 1800 W Ashton Blvd. Lehi, UT 84043 Samuel Brown, PE - Civil Structural Engineering sam.brown@vivintsolar. com We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Residence: The existing residence has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Hem -Fir (North) #2 or better with standard construction components. The designed areas of the home consist of the following framing methods: Roof Sections: Prefabricated trusses at 24" on center access to verify the framing size and spacing. B. Loading Criteria 8.02 PSF = Dead Load (roofing/framing) 2.59 PSF = Dead Load (solar panels/mounting hardware) 10.61 PSF = Total Dead Load Survey photos indicate that there was free 20 PSF = Roof Live Load 30 PSF = Roof Snow Load (Non -Reducible) (based on local requirements) Wind speed of 136 mph (based on Exposure Category C - the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) City of C. Solar Panel Anchorage wheatV1d9® 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicatedei_ N s7101% If, during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, o should be notified before proceeding with the installation. • EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar wepisting (www.ecofastensolar.com).'/z 2. The solar panels are 1' thick. At no time will the panels be mounted higher than 10" above the surface of the roof. Page 1 of 2 Page 2 of 2 3. The following mounting types shall be used. Please refer to the mounting details for the associated required penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per connection and therefore is adequate. • EcoFasten with Rock -It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Hem -Fir (North) is 235 lbs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2012 IBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all mount types indicated above. The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered, where possible, to distribute load to adjacent members. D. Summary Based on the above evaluation, with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2012 International Residential Code, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards,' J. Matthew Walsh, PE 53789 i CO License No. 53789 -0 ¢ S7ONAl•E�� 09/23/2019 XF" Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 48 48 48 Max Uplift Load (lbs) 263 211 196 443 355 330 D. Summary Based on the above evaluation, with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2012 International Residential Code, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards,' J. Matthew Walsh, PE 53789 i CO License No. 53789 -0 ¢ S7ONAl•E�� 09/23/2019 XF" ROCK -IT SYSTem Designed with the installer in mind. EcoFasten Solar specializes in solar roof attachments that are the easiest to install, most secure and cost- effective solutions for installers. EcoFasten offers a wide variety of standard products as well as custom solutions, for a one-stop source for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry standards in-house and by third party agencies. EcoFasten's patented conical sealing system has been in service in the snow guard and solar industry for two decades. FeaTU res • Fastest, easiest to level system on the market • ETL listed to UL SUB 2703 • Class A Fire rating with Type 1 modules • Integrated electrical bonding sysTem comPonenTs ROCK -IT MOUr1T Arrag SKIrT • SIMPLE- only 3 components • Fixed wire management tray • North-South adjustability of up to 4" • Only one tool required (1/2" deep well socket) ROCK -IT COUPUnG ;Qd EcoFasten Solar EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,9y14 B2 8,245,454 B2 8,272,174 B2 8,2251657 arm rwww.ecofastensolar.com info@ecofastensolar.com 877-859- ROCK -IT MounT AssemBLY NOTe: ITemS 1-11 SHIP aSSemBLeD 1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS 2 Rock -It Mid -Clamp 6005A -T5 3 Compression Spring 300 Series SS 4 Tie Plate 6005A -T5 AL 5 Rock -It Shelf 6005A -T5 AL 6 Flange Level Nut 300 Series SS 7 Packaging 0 -Ring (Remove Prior to Installation) 8 Rock -It Pedestal 6005A -T5 AL 9 3/8" ID Star Lock Washer 300 Series SS 10 3/8"-16 Hex Tap Bolt 300 Series SS 11 5/16"-18 x .375" Hex Flange Bolt 300 Series SS 12 Rock -It -Slide 6005A -T5 AL 13 5/16" ID EPDM Bonded Washer 300 Series SS 14 5/16" x 4" Hex Lag Screw or 5/16"-18 X 1.50" Hex Bolt 300 Series SS ROCK -IT COUPLInG ASseMBLY NOTe: ITems 1-4 SHIP aSSemBLeD 1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS 2 Rock -It Coupling Mid Clamp 6005A -T5 AL 3 Compression Spring 300 Series SS 4 Rock -It Coupling Shelf 6005A -T5 AL www.ecofastensolar.com info@ecofastensolar.com City of wheat Ridge ui Division 877-85 947 Array LaYOUT • Find the required structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48" for portrait orientation and 72" for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. Install Rock -It Mounts to predetermined mount spacing. • The array skirt sections are the width of a typical 60 cell module - use the array skirt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be installed as close to center of exposed shingle as possible. GreenFaSTen FLaSHInG insTaLL www.ecofastensolar.com 1 Locate the rafters and snap horizontal and vertical lines to mark the installation position for each Green Fasten flashing. 2 Drill a pilot hole (1/4 diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole. "a Insert the lag bolt through the EPDM bonded washer, the Rq�{9t slide, the gasketed hole in the flashing and into the rafter. Torque: The range is between 100-140 torque inch -pounds dVe'ricling on th type of wood and time of year. The visual indicator for proper torn th PDM on the underside of the bonded washer begins to push out the ide washer compresses. If using an impact wrench to install the fasteners b a f to over torque the fastener. You may need to stop and use a ratchet to finis the i stall. info@ecofastensolar.com 877-859-3 7 ROCK -IT SJ-STeM nSTaLl_ ROCK—IT SYSTEM' www.ecofastensolar.com Install Eco Fasten Solar Flashing with Rock -It Mounts Follow GreenFasten Install instructions for flashing and bracket install on composition shingle roofs. Optimum vertical distance between lag bolts is 1 3/8" plus module dimension. Set mounts on eave most row so that the Rock -It Pedestal is on the South end of Rock -It Slide. (ex. image 1) Set mounts on all upper rows so that the Rock -It Pedestal is on the North end of Rock It Slide. (ex. image 6) 2 Install Array Skirt to Eave Mounts • Install array skirt starting on west side of array and move east. Attach Couplings to Array Skirt 3-4 Tighten the west most array skirt bolt on coupling first. When tightening the east bolt the array skirt sections will be drawn together. 5 Align and Straighten First Row of the Rock -It System with Array Skirt Use North-South adjustment of the Rock -It pedestal to straighten array skirt. Tighten screw on side of Rock -It Pedestal to secure it to the Rock -It Slide. Adjust Flange Level Nut to level the system (optional - can be leveled during or after installation) Install 1 St Row of PV Modules 6_7 Slide Rock -It Mounts that are upslope down to engage top of first module. Note: Make sure cable tray is facing upslope. Torque 1 st and 2nd row of mid -clamps on Rock -It Mounts and Rock It Couplings to 150 in -lbs. City of Note: Torque setting may vary according to module manufacturer. S_9 Install Balance of PV Modules Wil Ridge Secure wire and electrical components in built in wire tray on Rock -It Mounts and Couplings. Install next row of panels and torque mid -clamps to secure modules. ding Division Repeat install for all remaining rows of modules. 10 Level the Rock -It System When assembly is complete, level the entire system by adjusting Flange Level Nuts. info@ecofastensolar.com 877- 5 -3947 GrounDinG LUG InsTaLL Necessary Components: Burndy CL50-ITN Ground Lug (UL Listing #KDER.E9999) 14 AWG - 4 AWG Copper Ground Wire 8-32 x 0.5 Serrated Flange Head Bolt (300 Series SS) 8-32 Serrated Flange Nut (300 Series SS) 11 /32" and 1/4" wrenches or ratchets/sockets 1 The Ground Lug is installed into the T slot on the Rock -It Mount. 2 Slide the Flange Head Bolton the Ground Lug into T slot on Rock -It Mount. 3 Tighten Flange Nut/Bolt. 4 Place wire In Ground Lug channel and tighten setscrew to complete assembly. BonDinG AssemBLY anD BonDinG PATH - Bond Path I Grounding Lug - Equipment Grounding Conductor (EGQ- generaly to earth ground Rock -It Coupling Rock -It Mount Integratedo-,Bonding �J o,0 G� 0a e �a< �r www.ecofastensolar.com info@ecofastensolar.com 877-859\3947 THermaL EXPansion anD BonDinG A thermal expansion gap is required per each continuous 100' length of modules. Omit a coupling and leave a 2" gap in the array skirt and also between the modules at that point. BracKeT sPacinG Portrait Orientation Maximum bracket spacing in portrait orientation is 48" OC. Landscape Orientation -� Bond Path Grounding Lug Equipment Grounding Conductor (EGC} generally to earth ground Rock -It Coupling ■ Rock -It Mount Maximum bracket spacing in landscape orientation is 72" OC. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser spacing E -W than the maximum. sTaGGereD LAYOUT I canTlLever anD OFFseT Staggered Mounting Points Rock -It Mount =Rock -It CouplingI Cantilever: Maximum cantilever is 1/3 bracket orientation installations, check layout prior to it The array layout instructions in this installation manual offer a general overview of layout. Periodically, due to a variety of Offset: Offset from all roof edges depends or factors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per locatio www.ecofastensolar.cominfona ecofastensolar.com f of Ridge snow -RSq-- cg47 ROCK -IT S JSTem • Fastest, easiest to level system on the market • ETL listed to UL SUB 2703 • Class A Fire rating with Type 1 modules • Integrated electrical bonding • SIMPLE- only 3 components • Fixed wire management tray • North-South adjustability of up to 4" • Only one tool required (112" deep well socket) Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1000VDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL1703 Type 1 Rated Modules Lug Specifications Burndy CL50-1 TN Ground Lug (UL Listing #KDER E9999) Leveling Range 3-4' Ground Wire Per above Lug spec. 14 AWG- 4 AWG Copper Ground Wire Rock -It Slide Range 4" Max Module Size 64.96"(1650mm) x 39.05"(992mm) x 2"(50mm) Min/Max Roof Slope 1/2:12/12:12 Max Downforce/Uplift Rating 45 PSF Max Anchor Spacing 72" Rock -It Mount Load Rating 547lbs with Single 5/16' Lag2, 0 Safety Factor Skirt Box QTY 6 units Slide Fastening Hole 5/16" diameter Mount Box QTY 12 units Module Cantilever Lesser of 25% Width, or Module Installation Manual Rock -It Slide Box QTY 50 units Coupling Box QTY 12 units Warranty 10 Year Material and Workman- ship Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards: UL 2703, UL 1703 .00", ret T'O'US wwW.ecofastensolar.com ON le 00 aOpEcoFasten ,r ovo info@ecofastensolar.com 877-859-3947 .506 ri jinkosolar.us .link? Building Your Trust in Soor • 1809001:2008 Quality Standards • IS014001:2004 Environmental Standards • OHSAS18001 Occupational Health 8 Safety Standards • IEC61215, IEC61730 certified products • UL1703 cerfified products Nomenclature: JKM335M-60HBL Code Cell Code Backsheet Code Cell null Full null White null Normal H Half 8 Black L Diamond C &U5 ® nrvan• n a CE LISTED KEY FEATURES Diamond Cell Technology Uniquely designed high performance 5 busbar mono PERC half cell Higher Module Power Decrease in current loss yields higher module efficiency OShade Tolerance More shade tolerance due to twin arrays # PID FREE wo_rcer Reinforced cell prevents potential induced degradation +++ Strength and Durability Certified for high snow (540013a) and wind (2400 Pa) loads LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty t00% W Linear performance warranty o '97q,006 Standard performance warranty nel ValuP from ✓intro o�� ....,. Soler s hr)e ar waRant Y 0 cipy o j ,V6,0410 - V0 1 .506 6,0 10- I . Front IT " r So. u a Current -Voltage & Power -Voltage Curves (315W) ts� d 2 io a 5� e V i Betlt Temperature Dependence of IsC,Voc,Prn x Mechanical Characteristics ype ' ' ' " ' Drib PERC Diamiyn Ce ' S8. 5 & mm I i i— r No.of Half -cells 120 (6x20) Dimensions 1684x1002x35mm (66.30x39.45x1.38 inch) Weight 19.0 kg (41.9 lbs) w I 3.2mm, Anti -Reflection Coating, Front G ass High Transmission, Low Iron, Tempered Glass Packaging Configuration Frame Anodized Aluminum Alloy 'T•,o pallet., = one rack j Junction Box IP67 Rated 30pcs/pallet, 60pcs/stack 780pcs/40'HQ Container Output Cables 12AWG, Anode 1525mm (60.04 in), Cathode 1525mm (60.04 in) or Customized Length Fire Type Type 1 Module Type JKM315M-60HL JKM32OM-60HL JKM325M-60HL JKM33OM-60HL JKM335M-60HL STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power (Pmax) 315Wp 235Wp 320Wp 239Wp 325Wp 242Wp 330Wp 246Wp 335Wp 250Wp Maximum Power Voltage (Vmp) 332V 31.2V 33AV 31 4V 33.6V 31.6V 33.8V 31.8V 34.OV 32.OV Maximum Power Current (Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.87A 7.82A Open -circuit Voltage (Voc) 40.7V 37.6V 40.9V 37.8V 41.1V 38.OV 41.3V 38.2V 41.5V 38AV Short-circuit Current psc) 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A 10.31A &.65A 10.36A 8.74A Module Efficiency STC (%) 18.67% 18.96% 19.26% 19.56% 19.85% Operating Temperature ('C) -40'C -+85`C Maximum System Voltage 1000VDC(1dQ/1000VDC(IEC) Maximum Series Fuse Rating 20A Power Tolerance O- 3% Temperature Coefficients of Pmax -0.36%/'C Temperature Coefficients of Voc -0,28%/C Temperature Coefficients of Isc 0.04896! C Nominal Operating Cell Temperature (NOCT) 45t2'C �.i ilrl'wY' aF'v14:... K-�. .. i•N'bWu ✓..:(�', STC: 7:Irradiance 1000W/m= ® Cell Temperature 25°C AM=1.5 0 Gia o`er o` NOCT: :3 :Irradiance 80OW/mz Ambient Temperature 20°C AM=1.5 Wind Speed lr s t4 .r * Power measurement tolerance: t 3% CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT eC Jinko Solar Co Ltd All rights reserved. Specifications included in this datasheet are subject to change without notice JKM315-335M-60HL-AI-US Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE1000OH-US / SE1140OH-US r12-251 YEAR # solar- • -- RANTY # soIarMW ,.,,Nii?.,,w, # Optimized installation with HD -Wave technology I Specifically designed to work with power optimizers I Record-breaking efficiency I Fixed voltage inverter for longer strings I Extremely small J Built-in module -level monitoring I Outdoor and indoor installation City of I Integrated arc fault protection and rapid shutdown for I Optional: Revenue grade data, ANSI C12.�QleQ;Rid9e NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) Bui} in9 "'vision I UL1741 SA certified, for CPUC Rule 21 grid compliance solaredge.com solar • Single Phase Inverter with HD -Wave Tec n0 Ogy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 17650 W 3300 @ 208V 5100 5000 @ 208V 38.8, 1 b / ka 10000 @ 2COV W Maximum AC Power Output 3000 X800 @240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 380 40) 3300 @ 208V Maximum Input Current @240V)27 8.5 5000 @ 208V 13.5 15520 10000 I@ 208V 30.5 AC Output Voltage Min. -Nom. -Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211 - 240 - 264) Adc Revere -Polarity Protection Yes Ground -Fault Isolation Detection 600k_ Sensitivity AC Output Voltage Min. -Nom. -Max. - ✓ 99.2 ✓ % CEC Weighted Efficiency ✓ Vac (183 - 208 - 229) Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES AC Frequency (Nominal) S9.3 - 60 - 60.511) Hz Maximum Continuous Output 12.5 16 21 25 32 42 475 A Current @240V Safety UL1741, UL1741 SA, UL1699B, CSA 022.2, Canadian AFCI accordinq to TILL. M-07 5rid Connection Standards Maximum Continuous Output - 16 Emissions 24 - - 48.5 A Current @208V GFDi Threshold 1 A Utility Monitoring, Islandina Protection, Yes Country Configurable Thresholds INPUT 1" Maximum / 14-6 AWG T' Maximum /14-4 AWG DC Input Conduit Size / # of Strings ; Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 38.8, 1 b / ka 15500 W Transformer- less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltaqe 380 40) Vdc Maximum Input Current @240V)27 8.5 10.5 13.5 15520 27 30.5 Adc Maximum Input Current @208V11) - 9 13.5 - 27 Adc Max. Input Short Circuit Current 45 Adc Revere -Polarity Protection Yes Ground -Fault Isolation Detection 600k_ Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, Zig Bee (optional), Cellular (optional) Revenue Grade Data, ANSI C1220 Optional(') Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect p Po STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA 022.2, Canadian AFCI accordinq to TILL. M-07 5rid Connection Standards IEEE1547. Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 1" Maximum / 14-6 AWG T' Maximum /14-4 AWG DC Input Conduit Size / # of Strings ; 1" Maximum / 1-2 strings / 14-6 AWG 1" Maximum / 1-3 strings / 14-6 AWG AWG Range Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 450 x 370 x 174 213 x 14.6 x 7.3 / 540.-( 370 x 185 In / mm Weight with Safety Switch 22110 25.1 / 11.4 26.2 / 119 38.8, 1 b / ka Noise < 25 i dBA Cooling Natural Convection a Operating Temperature Range -13 to +140/ 25 to +60(1) (-40*F / -40`C option)('' \C F /'C Protection Ratinq NEMA 4X (Inverter with Safety Switch) For otl-ter regional settings please contart Solai Edge support m A higher current 'ounce may be used; the inverter will limit its input current to the values stated o' Revenue grade inverter P/N: SExaxH-UrOUONNC2 )°) For posvar de -rating information refer to: https:/,',% ry ..solaredgPcom/sites/default/files/se-teirpetziture-derating-note-na.pdf 'Q -40 veisiott P/N: SExxxx, H-USCIOUNNU4 10 S.b.Edge Technobgtes, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All Ro H S other trademarks mentioned herein are trademarks of their respective owners. Date:03/Z019N01/ENG NAM. Subject to charge without rroliw. soar -t SolarEdge Optimizer Module Add -On For North America P300 / P320 / P370 / P400 / P405 PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) ® Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading ® Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THEN ETHER LANDS -UK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA -INDIA www.solaredge.us so I a r- • @ SolarEdge Rower Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 -- -- P370 P300 P320 P400 P405 (for higher -power (for 60 -cell mod- (for high-power 60 and 72 -cell (for 72 & 96 -cell (for' for thin film ules) 60 -cell modules) ... ­­ N modules) modules) INPUT Rated Input DC PowerID ................. ........300.........E .........320 ..................370................. 400..................405.......... W ............. Absolute Maximum Input Voltage 48 60 80 125 Vdc (Voc at lowest temperature) ......... ..... MPPT Operating Range 8-48 8-60 8-80 12.5-105 ...................................................................................................... Vdc Maximum Short Current (I... 10 ( 11 10.1 Adc ...... Maximum DC Input Current 12.5 13.75 12.63 .......................................I......... Adc ..... Maximum Efficiency ............. 99.5............................................................ %....... Weigh te d Efficient y98.8 .............................630 / 1.4 ..................................750 / 1.7 ............845 Overvoltage Category II Input Connector OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current .............................................. 15 ..............................................60 Adc Maximum Output Voltage 8........................................................5......................... Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer Double Insulated; MC4 Compatible STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ................................................................................................. Safety .................................................... ................. IEC62109-1 (class II safety,.UL1741............ ........ .... .. Ro HS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters ................................................................................................................................ All SolarEdge Single Phase and Three Phase inverters Dime nsions(WxLxH) 128x152x27.5/5x5.97x1.08 152x 128x 35/ 128xIS2x50/ mm/in Sx5.97x1.37 Sx5.97x1.96 Weight (including cables) .................. .............................630 / 1.4 ..................................750 / 1.7 ............845 / 1.9 ......... gr / Ib .... Input Connector MC4 Compatible MC4 / Amphenol AH4 MC4 Compatible Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4 / Double Insulated; MC4 Compatible ............................. I............... ........................................... ... Amphenol AH4... . Output Wire Length 0..9.5./ 3.0 1.2/3.9 m / ft Operating Temperature Range -40 - +85 / -40 - +185 ............................................................ .......................................... Protection Rating IP68/ NEMA6P Relative Humidity .................................................................... % ......................... .....................................................0:100 Rated STC power of the module. Module of up to +5% power tolerance allowed. Minimum String Length 8 (Power Optimizers) ..................................................................... Maximum String Length 25 (Power Optimizers) .............................................. ..... .................... Maximum Power per String 5700 (6000 with.5250 SE760OH.- . ............... ................. Parallel Strings of Different Lengths or Orientations ............................................................................................ I'I For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. 131 It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. IMPORTANTSAFETY INSTRUCTIONS solar' • The inverter input and output circuits are isolated from the enclosure. This system does not include an isolation transformer and should be installed with an ungrounded PV array in accordance with the requirements of NEC Articles 690.35 and 690.43 National Electric Code, ANSI/NFPA70, 2011 (and A\ Canadian Electrical Code, Part I, for installations in Canada). Equipment grounding is the responsibility of the installer and must be performed in accordance with all applicable Local and National Codes. Les circuits d'entree et de sortie de I'onduleur sont (soles de Fenveloppe. Ce systeme n'inclut pas d'isolation gaivanique (transformateur) et devra etre installe sans mise a la terre du champ PV et en accord avec les articles 690.35 et 690.43 du National Electric Code (NEC), ANS1/NFPA 70, 2011 (et du Code Electrique Canadien, Pattie 1, pour les installations faites au Canada). La mise a la terre des equipements est la responsabilite de I'installateur et dolt etre faite en accord avec les toutes les regles locales et nationales applicabies. The inverter must be connected to a dedicated AC branch circuit with a maximum Overcurrent Protection Device (OCPD) of 40 A. Les onduleurs doivent etre connectes a un branchement AC dedie avec un disjoncteurde 40A_ • AThis unit must be operated under the specified operating specifications, as described in the latest technical specification datasheet provided with the unit . Cette unite dolt etre utilisee selon les specifications de fonctionnement, comme decrit dans la derniere fiche technique des specifications, disponible surle site web de SolarEdge, http://www. solaredge. us/groupsluslproducts/overview. tAUTIONI HEAVY OBJECT. To avoid muscle strain or back injury, use proper lifting techniques, and if required - a lifting aid when removing or replacing. Objet lourd. Pour eviter la fatigue musculaire ou des blessures au dos, utilisez des techniques de levage appropriees et, si necessaire - un auxiliaire de levage /ors du retrait ou du remplacement. �t• only copper conductors rated for a minimum of 75°C1167°F. <�I • This inverter is provided with an IMI (Isolation Monitor Interrupter) for ground fault protection. The symbol O appears at grounding points on the SolarEdge equipment. This symbol is also used in this manual. city of Wheat Ridge 8i at : t SolarEdge HD -Wave Inverter Installation Guide MAN -01-00306-1.0 m u ■ . wL W E 4 t O z O CL Q 0) 70 w O U C (6 N Q N m. ul U, 'n 0 c > j a _ Q Q E E E Q Q > > > Q Q Q N O O O N O (0 � C) h W U) N 0 O O N CD O O N CD LO O (p N uj U O O + O Cl) O O O CO O O O O E o C0 CD O N N a0 V V O LD LO N N N tC� Cl) W m m N LO m o O O N 00 � M W N cn O O LnN CD 0 0 0 O ch co M W cn COQo O N N C�4` CV V O O O O C O rn v N p U -O 0 � o O N -0 -O N N Q Q C C O 00 O O d' O N Q '15N N �p p p c c Y c O 0 0 N N N N p 7 p a v a N O z S c O c U U i O m D Q m @ m O (6 O ], U C O C O (D @ C > O O E O L �O > > C = (C) C)N O U O E (n 2 F- 0�:5 E :5 E E E (D O O 07 (D :D O :3 :3 U (0 p Q Z Z E E O O L O L F- X p p x X x x �_m x @ O LL O [If ii Q:� l<:� Q 2i 1 2 1 2E: 2E I a F- 0 O CL Q 0) 70 w O U C (6 N Q N m. ul u Of U U U U U o o O ti W N M �n c o O o a tC W a oLO N � () O c O Y O -O > ro L i UJ O to toc p U Q } ti } m U O O V _N Lid YDco U CD Go co N z <_ o c Q U) `m L o w = O Loa o p Co 0 w o CD co Ln v CO M 0-1 W N U) D = O LO O � rn O O � M W N c O U c o cn U � ami O Q C O O O CO W O > co > O U> O c — C O C O d' O O 0 Q. 1O Lu c O c N N U O N >. E O N c_ O E z — O o > 7 c W U O Q � 3 o u > U U U d m v U W E Q O — o W O LL E _ c c � N o J a o o t w z U o E E E 0 E E Q T E .m a)O F- E E c E E — c E i Y O c x x x x > U a, Cl�v >Qa ai aU 2i z f CD z Q I U) ct I [if Of / E E E \ / \ < \ / / 9 2 $ D _ 0 LU U) b $ 5 5 z / LU @ » / \ b\ \ % \\\» % ® % © / i ® z & z © 3 d ® m e 0 r = _LO % 4 e \ 4 7\ G / 6 % \ ® 4° 4 \\ / 9= § 0 ® # % \ y / \ © / x \ \ 2 \ © 2 \\ \ ( 0 f z w © C f 2\\ / — g % 2 0 \ 7 2 \ : ® \ m \ a / m \ 2 \ — $ / 2 $ $ :3 % 2 LU / / $ D _ 2 LU @ \ & L) © / o c < e% U) ƒ z/ \ ` § © \ \ « / / E e ƒ o 3 ® P ƒ z 0 E\ e 5 \ / ~ \ _ / o o < E f m t ° \ e§ a 3 0 4 / < \ » f \ 2 o E y / / \ co \ e Eas 3 f m R z o= 0 \ \ e ® 0 I / m \ \ o\ 7 " \ \ z la �III611NIIII�YIEIINIIIIIIB� solar- • s SolarEdge Inverter Installation Guide North America, Erratum This update replaces the SE760OA-US single phase 7.6 kW inverter specifications on pages 76-77 of the SolarEdge Inverter Installation Guide, North America Version 3.2 (P/N MAN -01-00002-3.2). Single Phase 7.6kW Inverter Specifications SE760OA-US UFNts OUTPUT Nominal AC Power Output 7600 VA Maximum AC Power Output 8350 VA AC Output Voltage Min. -Nom. -Max. 183 - 208 - 229 Vac - AC Output Voltage Min. -Nom. -Max. 211 - 240 - 264 Vac + AC Frequency Min -Nom -Max 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) Hz Max. output fault current and duration @208V A / ms Max. output fault current and duration @240V 32120 A I ms Max. continuous output current 32 A Max. output overcurrent protection 40 A Power factor 1 GFDI threshold 1 Utility monitoring, islanding protection, country configurable thresholds Yes INPUT Maximum DC power (Module STC) 10250 Transformer -less, Ungrounded Yes Maximum Input Voltage 500 Vdc Nominal DC Input Voltage 350@ 240V Vdc Maximum Input Current' 23 Adc Maximum input short circuit current 45 Adc Maximum input source back -feed current 0 A Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600kf1 Sensitivity Maximum Inverter Efficiency 98 CEC Weighted Efficiency 97.5 % Night-time Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, ANSI C12.1 Optional2 wh !)'vision A higher current source may be used; the inverter will limit its input current to the values stated. Revenue grade inverter P/N: SE7600A-US002NNR2 solar- .. z. Recommended OCPD size per grid: Inverter SE7600A-US Units Rapid Shutdown — NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed' STANDARD COMPLIANCE Safety 1.11-1741, UL1699B, UL1998, CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part15 class B RoHS Yes INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG DC input conduit size / # of strings / AWG range 3/4" minimum / 1-2 strings / 16-6 AWG Dimensions (HxWxD) 21 x 12.5 x 7.2 / 540 x 315 x 184 in/mm Dimensions with Safety Switch (HxWxD) 30.5 x 12.5 x 7.2 / 775 x 315 x 184 in/mm Weight 47.7/21.7 Ib/kg Weight with Safety Switch 54.7/24.7 Ib/kg Cooling Natural convection and internal fan (user replaceable) Noise (typical) < 50 dBA Operating Temperature Range -13 to +140 / -25 to +60 1 (40 to +60 version available 3) F/'C Protection Rating NEMA 3R Recommended OCPD size per grid: Inverter 208 VAC 240 VAC SE760OA-US -- 40 A Rapid shutdown kit P/N: SE1000-RSD-S1 SolarEdge's 7.6kW inverter operates at full power and full currents up to a temperature of 120°F/50°C. Gvv, o 61e The The inverter may be used above this tempe ature w h reduced ratings. For more information, refer to http://www.so[aredge.us/files/pdfs/se-temperature-derating-note.pdf. 1-40 version P/N: SE7600A-US002NNU4 solar- • . March 2017 Application Note - SolarEdge String Sizing, North America Introduction There are two primary criteria for string sizing in a SolarEdge system. Maximum (STC) power per string, and minimum and maximum string lengths. This document explains how these values are determined and provides the string sizing rules for the different inverter and optimizer combinations. For additional system design information refer to the inverter and optimizer datasheets. Sizing rules typically depend on the type of inverters and optimizers used: ■ Inverters: single phase or three phase ■ Optimizers: general or commercial Commercial optimizers can be used only with three phase inverters, while general optimizers can be used with both single and three phase inverters. General optimizers typically have one PV module per optimizer, and commercial optimizers typically have two modules. However these are not fixed requirements and as long as the cumulative power and voltage/current of the modules meets the optimizer specifications as detailed in the datasheet, connecting additional modules per optimizer is permitted (for example connecting 2x120W modules in series to a single P300 general optimizer). Refer to the Connecting Multiple Modules to Power Optimizers application note for details. • In the context of this document, string length refers to the number of optimizers and modules in the string. When designing the installation make sure to maintain the maximum physical string length as well: The total cable length of the string (including power optimizers' cables) should not exceed 1000ft./300m from DC+ to DC- of the inverter (2,300ft./700m when using the SE14AKUS and SE33.3KUS inverters). Maximum String Power Maximum string power is simply the "Inverter Nominal DC Input Voltage" multiplied by the "Optimizer Maximum Output Current". These values can be found on the inverter and optimizer datasheets respectively. Table 1 details the values of available products. Table 1: Maximum string power City of wheat Ridge 1 For SE14AKUS only, when used with P600/P700/P730, it is allowed to install up to 650OW per string when 3 strings aregcted c� Division to the inverter and when the maximum power difference between the strings is up to 1000W. Z For SE33.3KUS only, when used with P600/P700/P730, it is allowed to install up to 15000W per string when 3 strings ar to the inverter and when the maximum power difference between the strings is up to 2000W. AC Grid Voltage Inverter Nominal DC Optimizer Max Maximum String Inverter Model [V] Input Voltage [V] Output Current [A] Power [Wp] Single phase inverters 240 350 15 5,250 SE3000A-US — SE1140OA-US Single phase HD -Wave Inverters SE3000H-US— 240 380 15 5,700 SE6000H-US Single phase HD -Wave Inverter 240 400 15 6000 SE760OH-US 6000 (or 6500 in SE9KUS, SEAAKUS 120/208 400 15 some cases') 18(P800) 7200 15 12750 (or 15000 in SE10KUS, SE20KUS, SE33.3KUS 277/480 850 some casesz) 18(P800) 15300 Table 1: Maximum string power City of wheat Ridge 1 For SE14AKUS only, when used with P600/P700/P730, it is allowed to install up to 650OW per string when 3 strings aregcted c� Division to the inverter and when the maximum power difference between the strings is up to 1000W. Z For SE33.3KUS only, when used with P600/P700/P730, it is allowed to install up to 15000W per string when 3 strings ar to the inverter and when the maximum power difference between the strings is up to 2000W. solar=e@ Minimum and Maximum String Length The minimum number of optimizers per string depends on the "Maximum Output Voltage" of the optimizer and on the "Nominal DC Input Voltage" of the inverter: the optimizers connected in series in the string must be able to achieve the inverter's nominal voltage. There is a buffer added to ensure the operability of the string also in some shading or fault conditions. The maximum number of optimizers per string was established to ensure proper communications between the optimizers and inverter. When connecting multiple modules to commercial optimizers, in case of an odd number of modules per string it is allowed to connect one optimizer with one module, as long the minimum number of modules per string is maintained as well. Table 2: Minimum and maximum string length 2 General optimizers Commercial optimizers Single phase inverters Minimum 8 N/A Maximum 25 N/A SE9KUS, SE14.41KUS Minimum 10 8 optimizers, 16 modules Maximum 25 30 optimizers SE10KUS, SE20KUS, SE33.31KUS Minimum 18 13 optimizers, 26 modules Maximum 50 30 optimizers Table 2: Minimum and maximum string length 2 &W-1tertek Total Quallty. Assured. Address: Intertek 3933 US 11 Cortland NY 13045 Telephone: 607-758-6516 www.intertek.com Subject: ETL Evaluation of SolarEdge Products to NEC 2017 Rapid Shutdown Requirements To, whom it may concern This letter represents the testing results of the below listed products to the requirements contained in the following standards: National Electric Code, 2017, Section 690.12 requirement for rapid shutdown. UL 1741, UL 1741 CRD for rapid shutdown The evaluation was done on the PV Rapid Shutdown System (PVRSS), and covers installations consisting of optimizers and inverters with part numbers listed below. The testing done has verified that controlled conductors are limited to: Not more than 30 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation outside the array. Not more than 80 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation inside the array. The rapid shutdown initiation is performed by either disconnecting the AC feed to the inverter, or— if the inverter DC Safety switch is readily accessible — by turning off the DC Safety switch. Applicable products: Power optimizers: o PBxxx-yyy-zzzz; where xxx is any number, 0-9, up to a maximum value where xxx = 350; yyy could be AOB or TFI; and zzzz is any combination of four letters and numbers. o OP -XXX -LV, OP -XXX -MV, OP -XXX -IV, OP -XXX -EV; where xxx is any number, 0-9. o Pxxx; where xxx is any number, 0-9 to a maximum up to 500. • 1 -ph Inverters: o SE3000A-US / SE3800A-US / SESOOOA-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US / SE3000H-US / SE3800H-US / SESOOOH-US / SE6000H-US / SE7600H-US when the following label is labeled on the side of the inverter: City of Wheat Ridge This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Interte5-110a Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no lr any party, other than to the Client in accordance with the agreement, for any loss, expense, or damage occasioned by th this information. Any observations and results in this report are relevant only to the sample evaluated. Only the Client is a to copy and distribute this information and only then in its entirety. © 2017 Version: 8 -September -2016 Page 1 of 2 GFT- L "e! tek Total QuWlty. Assured. HOTOVOLTAIC RAPID SHUTDOWN SYSTEM Inverter part number may be followed by a suffix Address: Intertek 3933 US 11 Cortland NY 13045 Telephone: 607-758-6516 www.intertek.com • 3 -ph Inverters: o SE9KUS / SE10KUS / SE14.4KUS / SE20KUS / SE30KUS / SE33.3KUS ; when the following label is labeled on the side of the inverter: -10TOVOLTAIC RAPID HUTDOWN SYSTEM Inverter part number may be followed by a suffix If there are any questions regarding the results contained in this report, or any of the other services offered by Intertek, please do not hesitate to contact the undersigned. Please note, this Letter Report does not represent authorization for the use of any Intertek certification marks. Reviewed by: Howard Liu Title: Engineering Team Leader Signature Date: 4/6/2017 This Intormation is for the exclusive use of InterteKs ullent and is provided pursuant to the agreement oetween InterteK anck Its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liabilit o any party, other than to the Client in accordance with the agreement, for any loss, expense, or damage occasioned by the use o this information. Any observations and results in this report are relevant only to the sample evaluated. Only the Client is authorized to copy and distribute this information and only then in its entirety. © 2017 Intertek Version: 8 -September -2016 Page 2 of 2 GFT -OP -10a solar- .. = I II IIIIIIMAN-0I00186-1 I6 VIII IIII Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) This document describes how to install the rapid shutdown kit in the SolarEdge Safety Switch, and how to enable the rapid shutdown feature in the inverter in order to provide the functionality described in the Rapid Shutdown clause of NEC2014 690.12 (1) through (4). Kit Contents Rapid shutdown cables ® Micro -SD card and SD card adapter with firmware files (Note: DO NOT THROW AWAY THE CARD AND THE ADAPTER; keep them for installation of other rapid shutdown kits) Cable Installation Perform this procedure before connecting the strings to the Safety Switch [Chapter 4: Connecting the AC and the Strings to the Safety Switch in the SolarEdge Installation Guide]. 1 Turn the inverter ON/OFF switch to OFF. If installing the kit in an inverter that is already operating, wait until the LCD indicates that the DC voltage is safe (<50V), or wait five minutes before continuing to the next step. 2 Turn the Safety Switch and the AC switch on the main circuit board to OFF. AWARNING! If you cannot see the inverter panel, or if a malfunction is indicated on the LCD panel, wait five minutes for the input capacitors of the inverter to discharge. 3 Loosen the four Allen screws on the front cover of the Safety Switch, and open the cover. 4 Carefully disconnect the two DC cables from the left side of the switch and from the DC connection spring clamp terminals, as illustrated below'. Use a standard straight -bladed screwdriver to disconnect the cables from the terminals. Disconnect here DC connection terminals Disconnect here Switch terminal block Figure 1: Inside the AC/DC Safety Switch City of Whet" R1d9e 1 The internal components may vary depending on the Safety Switch model; the figures in this documents show the AC/DC Safety Switch for single phase 7.6-11.4 kW inverters. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 sola l' - • • = Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) 5 The rapid shutdown cables have a resistor connected to one end (on the red cable). Connect these ends to the switch, making sure that the red and black cables are reversed relative to the cables connected at the top of the switch (going into the DC side conduit between the inverter and the Safety Switch), as detailed below. Apply a torque of 2 N*m (18 lb*in): If the cables at the top are red and black from left to right, connect as shown below. Red (+) Black (-) Black (-) Red (+) with rapid shutdown resistor Figure 2: Rapid shutdown cable connected — option 1 • If the cables at the top are black and red from left to right, connect as shown below. s Black(-) Red (+) t% of ���_€_Jr���• -•— �eaRtidye Red (+) with rapid Black shutdown resistor Figure 3: Rapid shutdown cable connected — option 2 Use a standard straight -bladed screwdriver to connect the other end of the rapid shutdown cables to the DC conne ion spring -clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cab fro the switch to the DC+terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9 ft.*Ib / 1.2 N*m. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 W solar- • a = Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) Inverter Software Compatibility Check and Upgrade Perform this procedure after activating the inverter [Step 1 in Chapter 5: Commissioning the Installation of the SolarEdge Installation Guide], and before pairing (Step 2 in Chapter 5 of the SolarEdge Installation Guide). To use the rapid shutdown feature, the inverter communication board firmware (CPU) must be: • Version 2.0700 or higher, if the CPU version is 2.Oxxx • Version 3.0700 or higher, if the CPU version is 3.Oxxx i► To check the inverter CPU version: 1 Verify that the inverter has been activated using the activation card supplied with the inverter. 2 Press the LCD light button short presses until the screen below is reached. 'LI. I D D S P x x x x CPU 0 0 12 0 7 0 0 I C o u n try X X X X X 3 Check the CPU version number. If lower than 2.0700, upgrade the inverter software as described below; otherwise proceed to "Power Optimizer Pairing". Poo- To upgrade the inverter software: Use the supplied SD card adapter or the micro -SD card, which can be removed from the adapter, according to the activation card slot on your inverter communication board, labeled ®. 1 Verity that the AC breaker connected to the inverter is OFF. 2 Open the inverter cover's six Allen screws and carefully pull the cover horizontally before lowering it, as described in its manual. 3 Insert the card into the card slot on the communication board. If the communication board has an SD card slot, use the supplied SD card adapter. If there is a micro -SD card slot, remove the micro -SD card from the adaptor and insert it. 4 Close the inverter cover and turn the AC on. If upgrade is required (as described above), it starts automatically. 5 Wait for the message "Done" to be displayed on the LCD. 6 Verify the correct version as described above. 7 Remove the card from the inverter and keep it for additional kit installations. Power Optimizer Pairing Pairing at this stage will reprogram the power optimizers to perform rapid shutdown. 1 Verify that the ON/OFF switch at the bottom of the inverter is OFF. 2 Turn ON the AC breaker and the Safety Switch. 3 Perform Pairing as described in Step 2: Pairing, of Chapter 5: Commissioning of the SolarEdge Installation Guide. Enabling Rapid Shutdown city of There is an option in setup mode to enable the functionality of rapid shutdown. Whoof Ridg e 1 Verify that the ON/OFF switch at the bottom of the inverter is ON. B 2 Enter Setup mode by pressing and holding the LCD light button. din ')'vision 3 Select Maintenance 4 Optimizer Conf. 4 Set Rapid Shutdown. NOTE: Whenever replacing, removing or adding a component in the string, perform Pairing and rapid shutcl setting. Troubleshooting If the inverter does not enter production mode and the LCD displays Night Mode, the connection order of the rapid shutdown cables may be incorrect. Recheck the cables and make sure that the rapid shutdown cables connected to the bottom of the switch are reversed relative to the cables connected at the top of the switch (see Figure 2 and Figure 3). Rapid Shutdown Kit Installation - MAN -01-00186-1.6 ff Catalog Number: t' Item Description: MILBANK* UPC Code: ENERGY AT WORK U4801 -XL -5T9 200A 5T RL HD LVR OU 784572288218 Brand Name: Milbank Type: Ringless Meter Socket Application: Meter Socket Standard: UL Listed Voltage Rating: 600 Volts Alternating Current Amperage Rating: 200 Continuous Ampere Phase: 1 Phase Frequency Rating: 60 Hertz Number Of Cutouts: 0 Cable Entry: Overhead and Underground Terminal: Lay in Line Side and Lay in Load Side Mounting: Surface Mount Enclosure: Type 3R, G90 Galvanized Steel with Powder Coat Finish o- G`A iy�e CJs Utility requirements may vary. Always consult the serving utility for their requirements prior to ordering or installing this equipment This product must always be installed by a licensed electrician. Installation of this equipment may require local electrical inspector approval. milbankworks.com U Q U() l 0 0 0 M 1 I � Y y E o E I � 13>.- N c a O U Q I I I + 0 L N pH N N S I ■ �, � w cin «'� = cn 1 i� W aCa y,am.mcmF' I Qo`5��caco I I I I I I cz o N m I i I (D N l 0 of �r w Coro APPROVED Reviewed for Code ComDNMO 25 Plans Examine. p ya&ds" d MM4 rhe aswwe off Oea w ar pi ovoelIdat spetj foamu adao-pwa " sly1oat be ape�+ad1o. or awgWr0L V4 agrjbb&;8ab aer of tle woritlons al Nn alaNq rade a MarG4ardywuet qn.w arrawft to 0_00~D ro rtabrc artaarNehe n.a�at a1M�t dldM,r codr, ar aMc+adwy+xes aJ rlir C/ry tAaY� 6ea.lid Approval Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(6). 3)Bond P/V panels to the building Grounding Electrode System per 2017 NEC Art. 690(A). GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES a. 2017 NATIONAL ELECTRICAL CODE b. 2012 INTERNATIONAL RESIDENTIAL CODE C. 2012 INTERNATIONAL FIRE CODE d. ANY OTHER LOCAL AMENDMENTS GENERAL STRUCTURAL NOTES: a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE ROCK -IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS, AND MUST BE STAGGERED TO ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. b. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" LAG SCREWS WITH A MINIMUM OF 2 1/2" PENETRATION INTO ROOF FRAMING. C. THE PROPOSED PV SYSTEM ADDS 2.6 psf TO THE ROOF FRAMING SYSTEM. d. ROOF LIVE LOAD = 20 psf TYPICAL, 0 psf UNDER NEW PV SYSTEM. e. GROUND SNOW LOAD = 42.9 psf f. ROOF SNOW LOAD = 30 psf 9. WIND SPEED =136 mph h. EXPOSURE CATEGORY = C PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE-14.400kW DC 110.000kW AC MODULE TYPE & AMOUNT - (45) Jinko Solar JKM320M-60HBL WITH 45 SolarEdge P320 OPTIMIZERS MODULE DIMENSIONS - (L/W/H) 66.3"/ 39.45"/ 1.38" INVERTER - (1) SolarEdge Technologies SE1000OH-USOOOBNC4 INTERCONNECTION METHOD - LOAD BREAKER SHEET INDEX: PV 0.0 - COVER SHEET PV 1.0 - SITE PLAN S 1.0 - MOUNT DETAILS E 1.0 - ELECTRICAL DIAGRAM E 2.0 - ELECTRICAL NOTES Q E 3.0 - WARNING LABELS E 4.0 - WARNING LABEL LOCATIONS 1800 ASHTON BLVD. LEHI, UT, 84043 1.877.404.4129 CO LICENSE: EC.0100200 WHITECOTTON RESIDENCE 5380 NELSON ST ARVADA, CO, 80002 UTILITY ACCOUNT #: 53-4104877-3 SERVICE #: S-6174128 COVER DATE: 811012019 SHEET DRAWN BY: DIN GENERAL ELECTRICAL NOTES: 1. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF -MOUNTED W 54th Ave SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. z 2. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE CORRECTED ON INSTALLATION. 3. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE 4. RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE VOLTAGE. 5. SEE *E 1.0 AND *E 2.0 FOR DIAGRAMS, CALCULATIONS, SCHEDULE AND SPECIFICATIONS. 15380 Nelson Street of �r w Coro APPROVED Reviewed for Code ComDNMO 25 Plans Examine. p ya&ds" d MM4 rhe aswwe off Oea w ar pi ovoelIdat spetj foamu adao-pwa " sly1oat be ape�+ad1o. or awgWr0L V4 agrjbb&;8ab aer of tle woritlons al Nn alaNq rade a MarG4ardywuet qn.w arrawft to 0_00~D ro rtabrc artaarNehe n.a�at a1M�t dldM,r codr, ar aMc+adwy+xes aJ rlir C/ry tAaY� 6ea.lid Approval Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(6). 3)Bond P/V panels to the building Grounding Electrode System per 2017 NEC Art. 690(A). GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES a. 2017 NATIONAL ELECTRICAL CODE b. 2012 INTERNATIONAL RESIDENTIAL CODE C. 2012 INTERNATIONAL FIRE CODE d. ANY OTHER LOCAL AMENDMENTS GENERAL STRUCTURAL NOTES: a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE ROCK -IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS, AND MUST BE STAGGERED TO ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. b. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" LAG SCREWS WITH A MINIMUM OF 2 1/2" PENETRATION INTO ROOF FRAMING. C. THE PROPOSED PV SYSTEM ADDS 2.6 psf TO THE ROOF FRAMING SYSTEM. d. ROOF LIVE LOAD = 20 psf TYPICAL, 0 psf UNDER NEW PV SYSTEM. e. GROUND SNOW LOAD = 42.9 psf f. ROOF SNOW LOAD = 30 psf 9. WIND SPEED =136 mph h. EXPOSURE CATEGORY = C PHOTOVOLTAIC SYSTEM SPECIFICATIONS: SYSTEM SIZE-14.400kW DC 110.000kW AC MODULE TYPE & AMOUNT - (45) Jinko Solar JKM320M-60HBL WITH 45 SolarEdge P320 OPTIMIZERS MODULE DIMENSIONS - (L/W/H) 66.3"/ 39.45"/ 1.38" INVERTER - (1) SolarEdge Technologies SE1000OH-USOOOBNC4 INTERCONNECTION METHOD - LOAD BREAKER SHEET INDEX: PV 0.0 - COVER SHEET PV 1.0 - SITE PLAN S 1.0 - MOUNT DETAILS E 1.0 - ELECTRICAL DIAGRAM E 2.0 - ELECTRICAL NOTES Q E 3.0 - WARNING LABELS E 4.0 - WARNING LABEL LOCATIONS 1800 ASHTON BLVD. LEHI, UT, 84043 1.877.404.4129 CO LICENSE: EC.0100200 WHITECOTTON RESIDENCE 5380 NELSON ST ARVADA, CO, 80002 UTILITY ACCOUNT #: 53-4104877-3 SERVICE #: S-6174128 COVER DATE: 811012019 SHEET DRAWN BY: DIN PV STRING(S): ® #1)16 MODULES ® #2)15 MODULES ® #3)14 MODULES 5380 NELSON ST FRONT OF HOUSE. SITE P SCALE: 1/8" = 1'-0" OOF SECTIONS : (D SLOPE 27 AZIMUTH - 78 MATERIAL - 0M POSITIONSHINGLE SLOPE - 27 AZIMUTH - 258 MATERIAL - OMPOSITION SHINGLE LOPE 27 AZIMUTH -168 MATERIAL - (fOMPOSITION SHINGLE SLOPE - 27 AZIMUTH - 258 MATERIAL - COMPOSITION SHINGLE G%tY pt -'peat R�d9e t'p6%n9 I SYSTEM LEGEND I PV SYSTEM SIZE: NEW 14.400kW DC 1 10.000 kW AC NEW EXTERIOR MAIN SERVICE PANEL POINT OF INTERCONNECTION TIED TO UTILITY METER #56046059. NEW SREC PRODUCTION METER. LOCATED WITHIN 10' OF MSP. U NEW PV SYSTEM AC DISCONNECT. LOCATED Q WITHIN 10' OF MSP. I 1 NEW PV SYSTEM INVERTER, SolarEdge Technologies SE1000OH-US000BNC4 (RSD EQUIPPED) 45 NEW JINKO SOLAR JKM320M-60HBL MODULES. NEW SOLAR EDGE P320 OPTIMIZERS, MOUNTED ON THE BACK OF EACH MODULE. NEW PV CONDUIT RUN.'SEE EE1.0 CONDUIT SCHEDULE __—_— EXTERIOR RUN = ATTIC RUN NEW JUNCTION BOX. (MOUNTED WITH SOLADECK) FIRE CODE OFFSET RIDGE: 36"I PATHWAY: 36" 1.877.404.4129 WHITECOTTON RESIDENCE 5380 NELSON ST ARVADA, CO, 80002 UTILITY ACCOUNT #: 53-4104877-3 SERVICE #: S-6174128 PV 1.0 REGONAL OPERATING CENTER: CO -01 DATE: 8/13/2019 DRAWN BY: DIN 2 ROCK -IT COUPLING MID CLAMP PEDESTAL 5/16"x3/8" HEX FLANGE BOLT 300 SERIES SS SS LAG SCREW TORQUE=13±2 FT -LBS. SLIDE /-METAL 1 FLASHING i ROCK -IT MOUNT DETAIL $ 1.0 NOT TO SCALE FLASHING COMP SHINGLES MIN 5/16" DIAM SS LAG SCREW TORQUE=13±2 FT -LBS. SECTION VIEW 3 \SECTION VIEW 51.0 NOT TO SCALE SLIDE EPDM BONDED WASHER FORMS WATERTIGHT SEAL ROCK -IT COUPLING MID CLAMP ROCK -IT 3.0 COUPLING MID CLAMP ROCK -IT COUPLING SHELF COUPLING SHELF P. ISOMETRIC VIEW COMP SHINGLES _Zz�__j SIDE VIEW 5/16"x1 112" TIE PLATE HEX FLANGE BOLT eILSCO SGB -4 GROUNDING LUGS S 300 SERIES SS IDE VIEW ® a S 1.0 NOT TO SCALE U.L. LISTING FOR ECOFASTEN: 2709 2 ROCK -IT COUPLING ASSEMBLY WEIGHT: 2.31b. $ 1.0 NOT TO SCALE TOP VIEW ANDSCAPE=MAX 72" (6-0") PORTRAIT=MAX 48" (4'-0") COUPLING 1 CLAMP 1 MODULE RAFTER IlyiWpill 10 CLAMP + ATTACHMENT r COUPLING RAFTER `TRUSS 2"x4" AT 24" O.C. s 1.o Po oY�STEM MOUNTING DETAIL s 1.0 MODULES IN PORTRAIT/LANDSCAPE � I�L=PORTRAITPORTRAIT NOT TO CLAMP SPACING 2 1/2' MIN 3" MIN AND 6" MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE ONE HOLE STEEL STRAP CONDUIT PV MODULE, TYP. MOUNT 1 TO FRAMING OF EXISTING ROOF TYPE, PARALLEL S1.0 WITH PLANE OF ROOF CONDUIT MOUNT BRACKET 6" MAXIMUMS FLASHING OR TIL (MPV ARRAY TYP. ELEVATION �7 CONDUIT MOUNTING DETAIL S S.O NOT 70 SCALE S1.0 NOT TO SCALE MOUNT DETAILS SCALE: NOT TO SCALE 53789 A- L_. E� v, ry i n . IS, o a rl 1.877.404.4129 WHITECOTTON RESIDENCE 5380 NELSON ST ARVADA, CO, 80002 UTILITY ACCOUNT #: 53-4104877-3 SERVICE it: S-6174128 S1.0 REGIONAL OPERATING CENTER: CO -01 DATE: 8/10/2019 DRAWN BY: DIN Photovoltaic System Conduit Conductor Schedule (Unless Otherwise Specified Conductors Shall be Copper) DC System Size (Watts) 14400 Tag Description Wire Gauge Hof Conductors/Color Conduit Type Conduit Size v m c AC System Size (Watts) 10000 1 PV Output (PV Wire) 12 AWG 2(V+, V-) Free Air N/A m r - CO Total Module Count 45 1 EGC (Bare Copper Ground) 6 AWG 1 BARE Free Air N/A v 0 0 z V) oo c, 2 Inverter Input (THWN-2) 12 AWG 6(3V+, 3V-) B/R EMT 1/2" c Z O d o O U m 2 EGC (THWN-2) 12 AWG 1(GRN) EMT 1/2" L Ln 3 Inverter Output (THWN-2) 6 AWG 3(Ll, L2, N) B/R/W EMT 3/4" v Z a c 0 3 EGC (THWN-2) 10 AWG I 1(GRN) JEMT 3/4" 000 - o Ln 0) Q a) 2= Z J U fes.. F r4 N rn ro Q: U Ol N e -i V O n SolarEdge Milbank R4801 -XL -5T9 Cr Oq 0 SE1000OH-US Meter Socket; XES 4.11 O 14 oN Compliant;w/Address and L 00 "PV PROD" stamped metal Z m o STRING 3: 14 PV2 14 Rapid Shutdown tag; <10' from billing j ? U uj MODULES Disconnect, Square D meter Pointof Interconnection, Load .. Z LLi W/OPTIMIZERS DUDU222RBRB,240V/60A, Side 705.12(B)(2)(3)(b) Cf CC `n Unfused, NEMA3, or J J LU r4 Z 00 equivalent; Yellow Q Q U r' placard with black v~i V) JO == _ lettering to be installed z z U I -D STRING 2:15 PV 1 2 u stating: "PVAC M New 240V/225A Service SHEET MODULES DISCONNECT" Approval Notes: Panel, Single Phase, with W/OPTIMIZERS 1)Verify or provide supplemental ground rod or 200A Main Disconnect; NAME: rods per 2017 NEC Art. 250.53(A)(2). Yellow placard with black _ 1 _ LINE 2) Natural Gas piping to be bonded s per 2017 NEC 2 OA letteringto bAknstalled at = mai t1R m meter = •3 L— _ �y_ _ _ Art. 250.104(8). g statin PHOTOVO TAIC 3)Bond P/V panels to the buildingGroundingSYSTEM CSiVItfC��ED" STRMODULES PV � 2 1 NEMA 4 Junction Box 3 � LOAD Electrode System per 2017 NEC Art. 690(A).the M D W/OPTIMIZERS 3 3 3 Q4 ty�"Jis`O� SHEET u�1NUMBER: 45 PV MODULES PER INVERTER = 14400 WATTS G° Voc'�L�oroy V � •�ifk '+ ai STC Vi s i bi e/Loc ka bl e'Kni fe' AC MinimumGECsize4 Disconnect AWG copper 1919 Optimizer SolarEdge P320 DC Input Power 320 Watts DC Max. Input Voltage 48 Volts DC Max. Input Current 13.75 Amps DC Max. Output Current 15 Amps Max. string rating inverter dependent. See SE documents. Inverter Make/Model SolarEdge SE10000H-US CEC Efficiency 99 % AC Operating Voltage 240 Volts Cont. Max Output Current 42 Amps DC Max Input Current 27 Amps Input Short Circuit Current 45 Amps Max Output Fault Current 42 A/20 ms PV Module Rating @ STC Amps Module Make/Model Jinko Solar JKM320M-60HBL Max. Power -Point Current (Imp) 9.59 Amps Max. Power -Point Voltage (Vmp) 33.4 Volts Open -Circuit Voltage (Voc) 40.9 Volts Short -Circuit Current (Isc) 10.15 Amps Max. Series Fuse (OCPD) 20 Amps Nom. Max. Power at STC (Pmax) 320 Watts Max. System Voltage 1000 VDC (UL/IEC) Voc Temperature Coefficient -0.28 %/C AC Output Current According to art. 690.8(6)(1) 42 Amps Nominal AC Voltage 240 1 Volts THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Rooftop conductor ampacities designed in compliance with art. 690.8, Tables 310.15(B)(2)(a), 310.1S(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9. Location specific temperature obtained from ASHRAE 2017 data tables. ASHRAE 2017 - DENVER STAPLETON Highest Monthly 2% D.B. Design Temp.: 34.7 °C Lowest Min. Mean Extreme D.B.: -29.5 °C Other Notes • Designed according to and all code citations are relevant to the 2017 National Electrical Code. Conductor Calculations Wire gauge calculated from code art. 310.15(8)(16) with ambient temperature calculations from art. 310.15(B)(2)(a). For "On Roof' conductors we use the 90°C column ampacity, the relevant ambient temperature adjustment, and raceway fill adjustments from 310.15(6)(16). Conduit shall be installed at least 1" above the roof deck. For "Off Roof' conductors we use the 75'C column ampacity, or the 90°C column ampacity with the relevant ambient temperature and raceway fill adjustments, whichever is less. The rating of the conductor after adjustments MUST be greater than, or equal to, the continuous duty uprated output current. Calculation Example - Wire Rating (90°C) x Ambient Temperature Adjustment x Conduit Fill Adjustment >= Continuous Duty Output Current (Tag 2 On Roof): Inverter Input: 12 AWG rated 30 A, 30 A x 0.96 x 0.8 = 23.04 A >= 18.75 A (Tag 3 Off Roof): Inverter Output: 6 AWG rated 65 A, 65 A >= 52.5 A OCPD Calculations Breakers sized according to continuous duty output current. PV circuit nominal current based off inverter continuous output current X (1.25[art. 690.8(A)]). Inverter 1: SE1000OH-US Max Output = 42 A x 1.25 [art. 690.8(A)] = 52.5 A <= 60 A (OCPD) system output current w/ continuous duty = 52.5 <= 60A (System OCPD) u M c cu m r, m 00 m O 0 V) c o Z O o O U m Ln �n o _J 6 +' LU o o ro u L < Ln M U rn N ri 0 r, < w o Q � o 0 0 US L o � w � Z o U Ln ww Z 00 J J w N J J t -I J `A in O � SHEET NAME: 4� o Z a (SHEET NUMBER: N W u m Conduit, Raceways, and J -Boxes (Labeled Every 10') Per Plaques and Directories at the Service Equipment (MSP) and the SE1000OH-US String 1 DC Disconnecting Means Per 690.53 t" 690.31(G)(3) & (4) Location of All System Disconnects Per 690.56(6) & 705.10 • C) ~ m o 0 PHOTOVOLTAIC r • • DISCONNECT PHOTOVOLTAIC • • • • c Z 00 0 • • • r '.p • r - • IS I' • s VOLTAGE:Ln MAXIMUM 0 0 U rh n Interactive System Point of Interconnection Per 690.54 FOLLOWING • r • r • rCURRENT: U z a SHOWN PHOTOVOLTAIC APOWER SOURCE+ • DC -TO -DC CONVERTER MAXIMUM RATED OUTPUT CURRENT: 15 A 0 oMo FE o u RATED AC OUTPUT CURRENT: 42 A ♦ Lf) a) NOM. OPERATING AC VOLTAGE: 240 V TER 11�► �..,.... ° SE1000OH-US String 2 DC Disconnecting Means Per 690.53 =� #AC r + r • PHOTOVOLTAIC • ' • • - r • U r PV System Disconnects Per 690.13(8) INV STRING 2 PV SYSTEM DISCONNECT e) MAXIMUM VOLTAGE: 400 V - MAXIMUM CURRENT: 15 A DC -TO -DC CONVERTER MAXIMUM RATED OUTPUT CURRENT: 15 A All Disconnecting Means Per 690.13(6) & 690.15(D) r • r • • . A WARNINGPV With Rapid Shutdown, Installed Within 3 ft of the Service SHOCKELECTRICAL HAZARD Disconnecting Means Per 690.56(C)(1)(a) SE1000OH-US String 3 DC Disconnecting Means Per 690.53 AND.. TERMINALS MAY BE . SIDES SOLAR PV SYSTEPHOTOVOLTAIC DC POWER SOURCE DISCONNECT M EQUIPPED STRING 3 - Power Source Output Connection, WITH RAPID SHUTDOWN Adjacent to Back- DC C• RATED OUTPUT fed Breaker Per 705.12 -TO -DC d WARNING POWER SOURCEOUTPUT CONNECTIONTURN RAPID SHUTDOWN r • NOT RELOCATEOVERCURRENT SWITCH TO THE g ffiOtkR £! ECTRSC � DEVICE "OFF" POSITION TO R4 RAdrEL9 � SHUTDOWN PV SYSTEM U. AND REDUCE Rapid Shutdown Switch Per 690.56(C)(3) SHOCK HAZARD o, IN ARRAY I RAPID r • • - v SOLAR 0 Q00 0 O ri oN 0 `.) W 0 o Z Co U Z w ww J J V) Z LU U_ J N cI r N Z V) Z C) � SHEET City of NAME: tip Wheat Ridge C ui1 ing Division i SHEET NUMBER: ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE, THEY SHALL BE REFLECTIVE, THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. M ALL PLACARDS SHALL BE WEATHER -RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. Li 1 MAIN BREAKER DE -RATED TO ***DUE TO SOLAR NOM. OPERATING AC VOLTAGE: *** V Property of Vivint Solar CIRCUITS -F of Vivint Sola MAX OF ***AMPS PV SOURCE ALLOWED WARNING POWER SOURCE OUTPUT CONNECTION DO NOT INCREASE MAIN BREAKER RATING Property of Vivint Solar RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM Property of Vivint Solar � previous warning label page 5 2 WARNING EVERY 10' AND yOGPOG 8 3 IF APPLICABLE 0 O ELECTRICAL SHOCK HAZARD U rn + TERMINALS ON THE LINE AND LOAD SIDES MAY BE a, LU z - 6 s� O�PPLICABLE ENERGIZED IN THE OPEN POSITION o 00 EE a' Property of Vivint Solar 3 PV SYSTEM DISCONNECT Property of Vivint Solar C, PHOTOVOLTAIC AC POWER SOURCE RATED AC OUTPUT CURRENT: *** A NOM. OPERATING AC VOLTAGE: *** V Property of Vivint Solar WARNING: PHOTOVOLTAIC POW=SOURCEProperty *** - value calculated for each of Vivint Sola WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE Property of Vivint Solar RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM Property of Vivint Solar 8 PHOTOVOLTAIC DC POWER SOURCE DISCONNECT MAXIMUM VOLTAGE: *** A MAXIMUM CURRENT: ***V DC -TO -DC CONVERTER MAXIMUM RATED OUTPUT CURRENT: ***A Property of Vivint Solar 9 SITE PLAN PLACARD SHOWING ADDITIONAL POWER SOURCE AND DISCONNECT LOCATIONS. PLACARD SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL PANEL Property of Vivint Solar 10 PV rapid shutdown label required by 690.56(C)(1) indicated on E.3 IF APPLICABLE U M *** - value calculated for each W account, for specific value see the �, m r- o � previous warning label page z 00 O EVERY 10' AND yOGPOG 8 3 IF APPLICABLE 0 O 0 J U rn + a, LU z - s� O�PPLICABLE '= o 00 EE a' o Ln v U a O O > 7) z w w U of IF APPLICABLE INSIDE PANEL 6 9 ROOFTOP ARRAY 7 7 INSIDE PANELTIF, 0 EVERY 10' AND yOGPOG 8 3 IF APPLICABLE Q 't CO o s� O�PPLICABLE w o co O O > 7) z w w of 5 DISCONNECT LU N w N z m 00 INSIDE ?It - z ° City of SHEET — — VISIBLE LOCKABLE VIVINTSOLAR METER VISIBLE LOCKABLE SUB PANEL MAIN SERVICE Wheat Ridge SOLAR INVERTERS COMBINER PANEL / VISIBLE/LOCKABLE NAME: (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT (WHEN REQUIRED) DISCONNECT PA 5 Division c BOX INTEGRATED WITH (WHERE REQUIRED) Buil ng `� ARRAY) TYPICAL SOLAR GENERATION INSTALLATION (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) 3m a SHEET ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE, THEY SHALL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT (DC) CON UIT, ENCLOSURES, NUMBER: BE REFLECTIVE, THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND RACE -WAYS, CABLE ASSEMBLIES, JUNCTION BOXES COMBINER BOXES, AND DISCONNECTS TO ALERT THE FIRE HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. ALL PLACARDS SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (3048 MM), ABOVE SHALL BE WEATHER -RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. cf NOT BE ACCEPTABLE. LLi e PERMIT:ADDRESS: INSPECTION RECORD JOB CODE: IZ � F ( ./I2 Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof tJs, e, 307 Metal / Lath / Stucco ULM 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTI')NS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous p 3/o Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof p 3/o 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. k jIah AleyA1cLr (36 5"0 S- Z 1 M The City of Wheat Ridge Third Party Form Check List Property Address S 3g0l KN A+"yadn co vooz- Permit Number 2^ t i C'1 Zci 5 Permit Issued Date Owner Information Property Owner Information �,�crrLe-S tn1'V"r-t- Property Owner Address 36 Inspector Information pp Inspection Company tom, Inspector Name -9 lot Inspector Contact info. ! - Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all Ci Wh t Ridge Policies and Procedure and Manufacturer's recommendatio n ec' cations. Inspector: Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspecf n company to perform my roof inspection in lieu of the City of Wheat Rich i i inspection. Propery Owner/Agent: Date: e This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspe,.-tion ❑ N/A ❑ Pass [] Fail ❑ N/A [ Pass ❑ Fail Structural roof components ❑ N/A /h�(4/Pass [] Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls ❑ Pass Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass [] Fail Verify sheahing nail pattern ( See policy & Proceedures) N/A Pass ❑ Fail Crickets and saddles where needed [] N/A 19. Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A 1_id Pass [] Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A (Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage E] N/A Pass ❑ Fail Ice and water shield Z in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass [] Fail Verify roof slope for proper drainage ❑ N/A {� IJm Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A rt(YI Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A P Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A El Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A Taj ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A " ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass [] Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass [] Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass [� Fail Clay and concrete the shall have a min. 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Company Name: Inspector signature: i ©ate of Inspection: ► City of Wheat Ridge • .r Residential Roofing PERMIT - 201707295 PERMIT NO: 201707295 ISSUED: 09/15/2017 JOB ADDRESS: 5380 Nelson ST EXPIRES: 09/15/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 35 sq Pitch = 6/12 *** CONTACTS *** OWNER (303)589-6609 WHITECOTTON TINA M SUB (720)697-6131 Andrew Chambers 130049 Vivax Pro Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,600.00 FEES Total Valuation 0.00 Use Tax 285.60 Permit Fee 267.70 ** TOTAL ** 553.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707295 PERMIT NO: 201707295 ISSUED: 09/15/2017 JOB ADDRESS: 5380 Nelson ST EXPIRES: 09/15/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 35 sq Pitch = 6/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. !- 9 A � Signature of dKNER or CalTrRACTOR (Circle one) Date I ` 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official ® Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett _Z(' �70�Zq,5_ From: no-reply@ci.wheatridge.co.us Sent: Tuesday, September 12, 2017 12:12 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5380 nelson st Property Owner Name charles whitecotton Property Owner Phone 3035896609 Number (enter WITH dashes, eg 303-123-4567) 73 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract cw5380@gmail.com Yes Whitecotton roof bid - signed.pdf CONTRACTOR INFORMATION Contractor Business vivax pros Name Contractor's License 130049 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7206976131 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 1050 yuma st (Primary address of your business) Contractor Email Address btrent@vivaxpros.com Retype Contractor Email btrent@vivaxpros.com Address 91 101 k to] TOTAL SQUARES of 35 the entire scope of work: Project Value (contract ,r' 13606, value or cost of ALL % materials and labor) Are you re -decking the No roof? 74 Does the scope of the No project include a flat roof (less than 2:12 pitch)? Does the scope of the Yes project include a pitched roof (2:12 or greater pitch)? What is the pitch? 6/12 How many squares are 35 part of the pitched roof? Describe the roofing owens corning materials for the pitched roof. Type of material for the Asphalt pitched roof: Provide any additional house detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. 1 understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. 75 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant brittany trent Email not displaying correctly? View it in your browser. 76 1050 Yuma St Family-owned & locally Denver CO 80204 ,M operated in the Fax (303) 997-5467 ()STM Denver Metro area VIVAX PR www.vivaxpros.com Protecting, Beautifying, info@vivaxpros.com Office: (720) 331-9735 and Powering Homes. JDAVE �® Torch Awards POLOGAN..e. f6rEthics ROOF ESTIMATE / AGREEMENT Date of Estimate d/21OL-77— Name C iu rllp$_H Email Street Address:_ S2) fD �/t�� 61 Cityy/ i jec sy Zip Code 'go4QT_ Phone U3 S_-10, ,(A -0q Alt Phone Estimator Name: Ou Phone J0 S $fiS / 3 Lead Source Lead Source HOA (Homeowner Responsible) Vivax Pros is covered by 7,000,000 in General Liability Insurance and Worker's Compensation Existina Roof Condition: Roof Surface: ,_ 014 c. i Roof Size: 3L LZ I%,- Roof Height: /-3 Ridge LF: Roof Slope: up I 1 Z Number of Layers: Currently Leaking: f J)cAra,. , New Roofing System Options: Brand: S 6A P- X Type: %n, I rl. n z _ X Color: �i r� �.tw� X Manufacturer's Warranty: L pe Vivax Warranty: Z k.r A Flashing: Color: n nderlayment: E-5'ynthetic E Eave Drip Edge 2X4 tter M �imney Vents _ ❑Type 15 LB [�T�pe 30 LB �ake Edge Style D: tep ti✓/li✓ [�1Sipe Jacks__ Valley Style: plOV,( I&W Shield: Installation Process E2,1alley Eave Erl`nstall 6 nails per shingle E2Inspect all roof Decking k0[glbean out gutter 17yuse magnet to capture nails in yard & driveway Vbispose of all tear -off debris [Callmeet Building Code Upgrades Rbther 1 5 Fa (—,.I k elf Additional Work: [Gutters P4 r- in j,CZA --e ❑ Stain Deck/Fence ❑ Paint ❑ Siding/Trim ❑ Windows/Doors/Screens Shed Included: ❑ Yes ❑ No Vivax Pros will complete work above. Estimate $_47This amount is likely to change after insurance adjustment and negotiations on the scope of work. Homeowner is not required to pay this amount. A. Contingency Agreement: By authorizing this Agreement, the Property Owner allows Vivax Pros to represent the Property Owner's best interest for a project replacement or repair at a price agreeable to the insurance company and Vivax. When an agreeable price is determined between Vivax Pros and the Homeowners Insurance Company; it shall become the final contract price, including overhead and profit; with no additional out of pocket cost to the Property Owner except the deductible. Upon the scope of work being approved by the insurance company, the Property Owner and Vivax Pros shall enter a building contract for the work described above. Property Owner / Homeowner Vivax Pros Date Customer agrees to allow Vivax Pros perform the work as specified on the Insurance Loss Sheer and/or this contract. B. Contract Amount Initial Insurance ( RCV) $ Customer Upgrades .5q 7, (Out of Pocket) Final Insurance (RCV) $ 13 j y ua00•s0Jdxenin � . :; _ �EL6-LEE-OZL •palaldwoD sn ilaomjo ado3s ll n pun (unto aDunlnq aillua aql aoj spun] llwaa of aawolsnD -�-rom }o adoDs gDoa jo uollaldwoD uodn an p ale(] #�DDU $ luawAed leuoll!Ppd ale(] #IDagD $ luawAed leuolllPPd sluawalddns bulpnlDul aouornsul Xq panssllunownnD y aql jo aDuoloq llnj agl of lonba sl slnualnw Jo XJanllap uodn anp,io lmiluo.) slgl 6ulubls uodn ano ale(] #PND $ 1uawAed ADV -9105E-jo wnwlulw • (uodwoD a3unmsul,5iawojsnD wo.r} jDagD jsay}o jdlaDaa ao J3n,ijuo-) slgl bulubls uodn anp ale(] #ID@gD $ llsoda(] i(UndwoD a-)un.msul jlagl way panlaDai aan spun] sn xnnlA XDd )(nw jawolsn_) :sMolio; se apew aq o;;uawAed opeal y ea;o u011aldwoD le paainbaa;uaLuAed Ilnj** :xenin L 02 Z :a;e(] w6ls anogn paypads sn )ljom a;aidwo.)o; �.Aaz� ga y I •qof s,aauMoawoq anoge ao; Aluo pasn pue 1sna1 ul plaq aq Ipm spun] llsodap IIV - 'laags ss01 aDueansul paluawalddns Ieuy Hl!m soad xenlA apinoid 01 AaunnoawoH - 'Aaanllap leualew jo alep aaojaq llsodap jo punjai IIn3 ao} 1DealDuoD puusaa 011g6u aq1 seq aaunnoawoH - / / ale(] MIS alewlxoaddy < lunowwipiai aajiiii1"J INSPECTION RECORD I Occupancy/Type 'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Mechanical Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Fire Department Weatherproof/ French Drain "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY 1S!ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZA TION OF ASCERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Elect (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insu Drywall Screw WOR9CP1 !T-Wry, INSPECTIONS TO BE SIGNED FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department RO.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping ;. SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY 1S!ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZA TION OF ASCERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - OCCUPANCY; NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER t;ivdl zs4-crass mspecnon tine _J (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: krIn ' Job Address:. 5~ l1f~5©n Mfr Permit Number: 12Cf zc(~if CITY OF WHEAT RIDGE Building Inspection Division ❑ No one available for inspection: Time 1j)! 6e) AM/ M Re-Inspection required: Yes .i~lgl When corrections have been made, calf for re-inspection at 303-2345933 K Date: f) if f -(q Inspector: v,, i ti a l C DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: iyl n i2D a Job Address: S340 . 6GSd,~✓ Permit Number: Gs93~15 /V ❑ No one available for inspection: Time AM/PM Re-Inspection required: Ye"~ No *When corrections have been made, call for re-inspection at 303-234-5933 Date: /0-~21) -0? Inspector: P> ✓ DO NOT REMOVE THIS NOTICE ' ' City of Wheat Ridge Residential Roofing PERMIT - 093454 PERMIT NO: 093454 r ISSUED:`. 10/19/200.9 JOB ADDRESS:. 5380 NELSON ST' EXPIRES: 04/17/2010 DESCRIPTION:. Reroof 36.3 sgs CONTACTS owner 303/573-0934 Time. Whitecotton sub 303/422-2725 Gary Theriague 02-1170 Bear Brothers Roofing **PARCEL INFO ZONE 'CODE: UA USE: UA SUBDIVISION:: UA BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,900.00 FEES Permit Fee 253.90 Total Valuation 00 ))pp Use Tax 196.20(te ? a TOTAL 450..10.. Conditions: 6 nail installation mid roof inspection required. Board 'sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 21 inside exterior walls. ***Contractor/Property owner shall provide Sladder(s) secured in place fore.: inpsections. Subject to field inspection." I hereby certify, that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code '(I.B.C) and all other plcable Wheat Rid riinances, for work under this permit. Plans subject to field inspection. iD-~ -oy Sign a of contractor/owner date 1, emit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to. the Zoning Regulations and Building Codesof Wheat <Ridge, Colorado or any other applicable ordinances of the city. 2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be grantedat the discretion of the Building Official. PE: (303)235-2855 . PION THE FOLLOWING BUSINESS DAY. ' ~oF""c°'R,o City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 C~~ORP~~ Inspection Line: 303-234-5933 C.Otot-pQ3 Property Addiess j~g0 LQR S,+ Property Owner (please print): I jW LL~ 1'ft Phone %03-579-0q3 Mailing Address: (if different than property address) Address: City, State, Zip: PC Co 0o02 Contractor: Building Permit Application Date: Plan Permit Contractor License Phone: n~-~~$- (o~fl Sdb Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ (c), goo OCSCrI,p/ ion Of Work: rn1 ~,,1,, (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares 3(0.3' BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, 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 (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: - Date: ] ~ 3 a 0 l! m ~ n m ~ 0 Z 0 S ~ d S 3 2 n ~ C ~ d~ 20 a~ 3 Sc tD a n~ m a a ~ ~ o m w m ~ f O 3 ~ ~ m O ~ 0 ~ S m T ~ r r OC G Z ~ ~ C ~ Q ~ m m D v m cf) n m ~ 1 ~ Z ~ O ~ m ~ 0 ~E Z N C ? A 3 ~ ~ 3 ~ p m ~ c ~ ' Z d N o ry N ^ ~ P n~ A n do d dO~p Nq ~ rA G ~ d AD" c o sO A S1° n~ -n ya;.o °yD ~p0 °~M o'°O a o w ~ m^ w m nA ~ c n g~ m fO N D o a 2. o` 3 ~ e ~ N ry n 3. N O ~ A N O ~ c w m A u ~ m ~ a~ o N d W U~ ¢ p N ~ O C ~D O (I~ A N p N n ~ ~ ~ \ 1 H ~ O 0 i 1 ~ ~ ~ z^ l 1 ~ Date: ZL) b j ~ , A Certificate of Occupancy / Completion has been requested for: ADDRESS7 fl:~zcrn A a „ P r _ „ ` PURPOSE OF STRUCTURE: Buiiding Department Approva Remarks: Zoning Approval: Remarks: Public Works Approval: OK ,L;;m n. /ZS~&~i Remarks: Fire Marshall Approval: (If Appiicable) Sanitation District Approval: (If Applicable) Remarks: Water Oistrict Approval: (If Applicable) Remar►cs: 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 JOB ADDRESS BUILDING PERMIT N0. OWNER L IU CONTRACTOR ~ TYPE OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINWG TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings •7_ ( 5--oc k U Caissons Reinforcing or Monolithic Weatherproofing \6 ~f lf~& F'OUR NO GONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) S r ~ \'1n L~T ~ - Ij~nL i Y[',Fa UO NOT NOUR FLOOR UNTILABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Ge Air Test Gas Piping It•, Rough Heating & Ventilation Framing ~•-31-c~~ Insulation ~ ~ CG.-t'..~ck~ a.,,~ 9-7-0 Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical ~ Plumbing O _ ~ Heating & Ventilation Frame °O~ I-D - R.O.W. & Drainage Fire Department , Parking & Landscaping ZZ A OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DATEISSUED COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17918 10/19/2004 Property Owner: MELODY HOMES Property Address : 5380 NELSON ST Contractor License No. : 21948 Company : Greater Western Fence Phone : 466-1831 Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat 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 lhis application, and that I assume full responsibility for complianceith ~e Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Rid9e ordin~nc~fer• ork under this permit. (OWNER)(CONTRQCTOR)SIGNED DATE l . Description : INSTALL 6' CEDAR TO BOTH WINGS. Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $420 Total: $34.75 Use : CO ~ 8~5~ 4l BUILDING DEPARTMENT USE ONLY Zon)_rig Comments: Approval : TRC Zoning : pRD B400fog Comments:` Approval: Rublic Wqrks Cqmmetlt8l Approval : Occupancy: Walls SIC : Sq. Ft. : oK p►ease Note: m' ~ ~ ~~tpt is responsible for ents locating according ~ pToP° ~a s and ~°~~ctm8 imPTOVem ~appTpved pt~ ~d LeQuired development standazds. linc not responsible foc in~curate inform` o~n° The Ciry ~5 %vithin ~e P13n set and any C0°sW subm on. itted from inaccurate infott+~ati etton resulting Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with ihe pmvisions set foRh in yopur application and is subjecl to lhe laws of lhe Slate of Colorado antl to ihe Zoning Regulations and Building Code of W heat 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 authonzed is suspended or abandoned for a period o1120 days (3) If ihis permil expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have baen or will Oe matle in the original plans and specifcations and any suspension or abandonment has not exceeded ane (1) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full (ees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notiy the Building inspector hventy-four (24) hours in advance (or all inspections and shall receive writlen approval on inspection card before pmceediing with successive phases of the job. (e) The issuance of a permit or the approval of drawings and specifcations shall not be consWetl to be a permit for, nor an approval of, any violation of the provisionsoF building codES.or any other ordinance, law, rule or regulation. Cuildin or Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMEHT Building Permft Number: BUILDING INSPECTION LINE -303-234-5933 Date: CITY OF WHEAT RIDGE 7500 YYEST 29TH AVENUE WHFAT RIDGE, CO 80033 - (303-2352855) APPLICATION Property Owner. M 2 vo `t HOr'1,GS Propert,. Aaaress: S 3'~o a n~e'l S o`l S~ re¢.~. Phone:'• ~-I'lo b-1 g 3~ Conhactor License No.: Company: Q-'Y'2 G U1GS~ 2t t~ r C!1 Ze_. Phone: T 0 b sIGNwtune oF wioEesTAHOUC Arm ACAWrair I hereey ceniy tlet the setbadc dsbnces Kaporsd by tlris pennii WpMCation eB accvate, anw ao ncd vWsse appGcahle «d'riencea. ndes v regWetions an,e qly of Wheat IPodge a covenants. eassmuft a rastrictiore d reaord: Miat all measuremenls starm, and alegatims mede are acwram; mat I nave reaa and agree to aNde by aN wn6lia~s p'v~led on tlris applicalbn and tl~at 1aswne tuY respo~6ipty For campfiance witl~ Me Wheat RMge BuNd'n9 Code (U.B.C) and aB other appliceble VYheet Fiidge Ordmances. f~o\r v~ork urWer tlvs pertnM. ~ Q~. K~YI f n.~c lal 1 i(D' Description: (o \ u atJ~ SQ. R added J~\ ornwc Cor.mEr+rs: Approva': O' Zoning: Vp.D IDING COMLEMS: A(1pfOV2l: UBUC WORKS CAMFENfS: /pPfOVBl: Loanev: Walis: BUILDING DEPARTMF.NT USE Roof: Stories: mstruction Value:$ '3 5D Permit Fee:$ Plan Review Fee:$ Use Tax:t TOLal:$ U Sq.Ft.: Residential Units: ElecUical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: ApProval: Approval: Approval: (t) TTes peimilvlas issued'm acoordance wHh the provisions se[fam in your app6caBOn and "s subjectto the laws of Me State d Calaado and b the Zonin9 RegWatrons arvd Buildn9 Codes of Wheat IYidge. Cabfado or anyoMer applicable ord'mances of the Cily. (2) This pertnR shall expire if (A) the work aWhrnrzed's nd conwnericed wiNin suclY (60) tlays han issue date or (B) the builtling author¢ed is suspended a eDandoned for a period of 120 days. (3) If tlma Vemri[ expies, a nrew pamtit may be acquketl tor a fee d one-helf the amouM fa1ma&y required. Provided no changes havebeen arwffl be mede in theaigYW Plans and spedRcadorcs aM anY suspensian aabaMOmiefR has notexceede0 one (7)year. ndwgashavebeenaiFsuspensianaabaridonmentexceedsone(1)7ieer.tuuteesshaYbepaidtaranewveimit (4) No wak d arry mamner sW Ee done tlW wil change the naural 1bw d rmiter caisig a d'ainege prodem. (5) Contracior stall noti(y ft Buildirg Inspector Menh'-four (24) hours in advance fw aH inspections and shaB receive wrilten appmval on insPacbon cerd before Proceechn9 wNh successive phases of the job. (6) 7he issuance of a Perimd or the apqoval M drawirgs aM sPeafications shall not 6e cansWed to be a Permit for, rwr an appoval of, anY violation M the qovisions of the huad'mg codes or arry dher ad'inarm. law, mle w re9ulatlon. Chief Building Official Oct 07 04 06:17p ' OLT. 7.2004 3:16PM Reding 303-650-9234 fVO.aBfi P.3 PLOT PLAN FoR LOT 3 _ BLOCK 1 _ CITY Of 4VFlEAT RIDGE. COUN ADDRESS 5380 39.85' 10' U.F. 1 ~ I- SETBACK ~ Lor s 10, 540 sf. ~ ~ % y 1 ~ MELODY HOMES 1NC. OF r ~ \ ` 1 ` 1 1 .06 inl I ~ 'b 1 ~V, I I , 1 1 f~ • I~ I~ ~ 1 04 I ~ • M 17.4' I I in I o 4 I M I J L_~ io' J.F. 49"S 1 W~ ~ GVff e !I1'vA'rt N° - t ~ ~~eAA~ i e + I - \i.s'\\ i ` i I ' NELSON STREET 7NF0 SIpKF- MODEt 2959 U1 4 CAR ELEV. C IA7 AREA (S.FJ - 16,540 HWSE AREA (S.F.) . 2429.5 ms run occc Mor ee. ~nr.~w v rme. rus nR w CAYERAGE- 23.iX BLDG. NflL?IT- 27 3' wunm s[ ~~f~ omMm~ rwn w~a A o~owu~s eun M rlxuax ar me mwcn#e iwC m Tz u . AYG. OLDC. HOG1iT= 22.5' o. s~a~ AMD re~. ~ ~sx; ~ ~ww eww wi wionq wu• AVG. P.6- *'a~u n~u..~c r«.r ure rq~ swqq~l~ er~.~l ~~t x ~O~ IM~Ck~IFN14 Ou~. M1MK w1e11~w.TW C P WO y ~ ~ ¢ rwu~i n ~ WJM C ~P m 6 [ R w n ~TON RH6 9[fM~G nW~CONS R+ n NFlal M1u M. k MPROYED fOR 57ANING o ~ GNEGx R1IIC~~~F IIC LEGEND: ~ SERNCE ~PERTMrT U EESThLS ~ ~ fe rOYR MOIIGE ~ SMNTARY SEYIER 9ERVICE 60W+9ACK OF' WALK F w, • 1' SfACGER RF70lXNEC ~r P~ FOq~FRONT OF WAUf E tuw unE aA-19 91 m-L~ Fqie MYDitMrT K r T ~MEL(?DY HOMES ` w MIIVIMUM SETBACKS: ' SCALE: mrtei or co 7-8D0-922^198~ ~ON7: 20.0 ' Dq7E!05-12-04 naft 9He~lau~'esvn, r854-6700rw SIDE_ 7.$ REAR: IW REV: PAVx~85c rnxsf~R (~w) co, 4as-ao~reat 57REET SIDE:20.Q; 8Y: BMA r ~z (aw).ee-sxe MIWNU M ' ~B NO:~K13 . S1RUCNRE3:i5 BETWEEN . aJ \ ~yp , t \1 V p.3 F-: a w ~ p ,o ~ ~ N v Z > W 0 O(DLaZ J • N ~ W W) O ' ~ N . W ~ C M V .O L L ~ d 0 ~ y V o ~ U c N d ~ ~ 'O a a O I) ~ ~ 0 ~ m a N C ~ ~ w N ~ a) v m c a~ a~ a > m L N C O N~ ~ NI 04 U ~ C (V ~ L> M > c~ Nd 0 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17376 7/2/2004 Property Owner: MELODY HOMES INC Property Address : 5380 NELSON ST Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by lhis permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cily of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; 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 (U.B.C.) and all other applicable Wheat Ridge qrdinances„for wprk under this permit. (OWNER)(CONTRACTOR) SIGNED //p,/I Z 1J(.llG/UNIb~'-vl, DATE /'I "Cl-1_ Construction Value : $210,336.00 Permit Fee : $2,100.03 Plan Review Fee : $100.00 Use Tax : $2,524.03 Total: $4,724.06 . f: l / sa vc, Description : 2959 B- WAIKOUT BASEMENT, 4 CAR GARAGE, FIREPLACE IN FAMILY ROOM, ST SUITE W/ BATH vase ote BUILDING DEPARTMENT U~ a'Rooaacte1t~oesponsible f~ locating vroper;. ~ g im ro:' Z4i11119 C4EYIt11BntS:; P dl f1 L7t~l r;:.I+(~'3C t s~j[.. Approval : TRC OK 1Y is n nt ret,~:>ns -~r:LLtc rafe infi, ' Zoning : PRD Bui~ding Cprrimet%t$c~ 2 ENGINEERS SIGNED FOUNDATION PLANS. 6130104 Approval: CR pUISIIG'WOi'ICSCORIIIiB[t'ES:'.. SEE ATTACHED SHEETS. 6130104 Approval : DFB Occupancy: R3 Walis Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Roof : Stories Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Residential Units Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5I30/2005 Approval : OK/KS (1) This permit was issued in accordance with the provisions set foRh in yopur appliwtion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code o( Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If Ihis permit expires, a new permit may be acquired for a fee ot one-half the amount normally required, provided no changes have baen or witl be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (t) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contredor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wriflen approval on inspection card betore proceetliing with successive phases of the joD. (6) The iss pertnit9LtI~e-ap val of drawings and specifcalions shall not be construed ro be a pertnit for, nor an approval of, any violation o( the W i e 'gcodes or a--ny'o'tW ordinance, law, rule or regulatiort . Chief Building Inspector Piease sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REYIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date Applicant: Phone Location of Construction: 5380 A,1E2-_5 Ai S? z~~T Purpose of Construction: 5-~ecmE F~""i~y ~S~DF~✓~E Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REViEW FEES Development Re%riew Processing Fee: $100.00 f /004Go (for documem processing) Single Family Residence ReNieH• Fee: $50.00 S 50 (for miew of applicable technical docuroenls) Comroercia]/Mulu-Family Rev1cw Fee: S .(for miew of existing technical docuroenis) $100.00 •(for re%iew of technical documenu for construction in S Rightof-Way, Final Drainage Report, and Erosion Control Plan) $500.00 CDOT Access Permit Fee: E 100 00 S (for documem appliption and prooessinS) Traffic lmpact Study Re%iew Fee: $100M S (for documem miew and processing) F7ood plain Variance Review Fee: tfor document revicH and pra:cssinK) Clau 1 Application: $300M $ Class I Publiption/Notice N/A Class D Application $750.00 S Class D PuWicatiot✓Notice $90M s TOTAL REVIEVN FEES (due at time of building permit issuance): $ /So . o0 pl,EpSE NO'IE THAT IN ADDII70N TO "['FE ABOVE FEES,'I'HERE WILL BE ADDI'I70NAL LICENSING AND pERMITTING FEES REQUIRED FOR CONSTRUCf10N OF' [IviPROVEMENTS W17HIN PIJBLIC RIGHT-0F-W AY. Signature of App6cant Date Ac` 069J oF w~ T ~ DEPARTMENT OF PUBLIC WORKS P BUILD/NG PERMIT APPUCATION REVIEW Dale: b 00~/ c~LORP~~ L«ation: -53 SO i✓EL~-'O,J Attention: Building Department I have reviewed the attached materials submitted in application for approval of a SiwiGt-E FAH«-s' 2~~~E.~cc at the abovc rcfcrenced address. Please note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. ✓ Drainagc: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainagdgading to be reviewed by Building Division ✓ d. Site drainagdgtading provisions have becn rcviewed and are: ~roz o vt-rcoT~ ✓ OK Not OK; rcfcr to supulations. 3. ✓ NPDES Pcrntit Rcquirod: _ Yes ✓ No y. ✓ Public Improvements: a. street paving needed: Yes ✓ No b, curb and gutter noeded: Yes ✓ No c. sidewalk neodod: Yes ✓ No d. svxt lights naded: Yes ,y No C. storm sewer needed: Yes ✓ No f. ietta of credit roquired: _ Yes ✓ No If a letter of crcdit is requved, for what improvcments? 5. ✓ 6. ~y,~ Amount of letter of aedit .114' Subdivision ABament requ'ved: Devdopment Covcnant required: If Yes, tor 7. ✓ Traffic impact analysis and report roquired: _ Yes ~ No 8. Stau Highway Access Pemtit nceded: . _ Yes No 9. ✓ New roadway or alley R.O.W. dedication recommendod: _ Yes ✓ No If yes, what is recommended? 10_ ✓ All exiuing dodicated roadways/alleys moet the snndards of the City: ✓ Yes _ No If no, which do no1 and what is requuttd: .~l k+ 11. ✓ APPROVAL: The Public Works Depariment has reviewed this request and Ixreby gives its approval, subject to the above and/or attached stipulations. dh~~o y Signamre David F. Brossroan. P.L.S. Dae 12. '`114 NO APPROVAL: The Public Works Departmeot hss reviewed this request and does not give its approval tor the rcasons suted: Signature David F. Btossman, P.L.S. Dnre . CvRA~D / N!r CE~T7F/C?'l70 ~.l LEl7E.~ Fi~OM FE. 13. ✓ Stipulatiortsatuched: ✓ Yes _ No L, p,ero,e 73 oX- G.O. 14. ✓ Summuy Commencs: Mv damaee to the existin¢ Public lmorovemenes as a result of this conswction is to be reoa'vod w aaet Citv swdards bv tbe Pumit Avolicant orior to the issusnce of the Catificate of Occuvancr A Drainaee Certification L.cau is required vrior to the issuance of tlx Certificate of Occuoancv. Yes No Yes No DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 63d1e1 ADDRESS -`38o Deaz Contractor: In conjunction with the approval of the building permit application for the above referenced address, this ]etter is to inform you that all existing public improvements ]ocated along the frontage of said address shall 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 condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2 XI AL.,.,,.,.'...' David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 COMMUNITY bEVEIAPMENT DEPARTMENT v BUII,DDYG INSPECTTON LINE - 303-230-5933 ~ CI?Y OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHFAT RIDGE, CO 80033 -(303-2352855) ~ AYL .A -a. Property Owner: ryu-L~? c Proputy Address: Coaaactor License ro.: Cottpany. ~ OUWEP20IiTRACfOA SIGICwTUaE OF Huilding Pemtit Number. bate: ` '--77~T , - 71 , Phoce~~~~~ `Ct4:;C - M")I. ACREFMFN7 ~ Phone: ,~Xi~ -L~ ~ IhcttbycmifyrnuOeseiLacka;sw,caproposedaythispmmtapplicauonueoeeuraa, COriSUllct10R Va1llC:$ IL uWdonotvidaicapplipbkordinancca,.ksorreguLdonsWrheCiiyofWiwtRidgeor peClfiltFee:$ ~216ei U" <orenan(s.aunxnu«1esaicUansorramd;Jut allmuuremcns:hwn. md.(Iegationc ~gZ~ C rrudc uc accunlr, mat I havc rcad ane a¢ra m aeiae 6v ~ m~eirion. m;~,tia Plsn Rovicw Fec:$ aypiiatim and Mai 1 as9ume Potl rcspmfibiliry far <amqliance .vi1h 1M Whqt FGdgt 9uitdiag Code (U.B.C) and all ahcr applicabk Wheu Ridge Ordin~:, f« vqrk unda USC T2JC:$ this pertnit. Total:$ j' j -7 Y- ' ~SZ!• e£ oESCrurTion: "~'q5q 6 - L( ~ CuA c; E' I~~ Q BUILlltNG DBPpR7MENT USE OIVLY zoexna CoMMerin: Approval: ZOning: f'NP~L~S 5ig /J p Fo~. BuuoIHa Gorru~ra: ✓J _ ~j Approval: ~ PuguC WoRlcf COMM[Nrs Approval: A2~16 / e. 16%'y Occupancy: Walis: Roof: Stories: Residantial Units: Elxtricai T,icrnse Na Piwnhing License No: SY Mecqanicat Liccuse No: /7 7 Jc C°a`r'°rTut✓LCQ"~~ c°mp'"y (YIt~C,~zi~ c°'npany ~'oLcv~~.~JC'~.~ Expuation Date: F-ep"uauon Date: Expiratioa Date: Approvai- APProval= Approval: (t) IL~SpOYnLLM~iIiSYMNk(.UNLIKF&EAi}M1W{OS41tlIPPoN„l1Y.~l~yp6~C~~i~w~WNStlFNcIWGKNW8M1AtSYleO~COI~lA01Mb~]qp~eg Ri'~0k(1065 LIQ BWb111Y COQf1 Of ~ (~.4~01id0 Q lBy d~lf(.p.~.~..e ddlONCC60(At C11y. 42) ie:,pft.,,it tn.eeq*c u<NuK.oh-dwbatsa,a+~ea.tuaeswr(so) my,eoen :sw, mkor(e) d, bwamg,.aba;ttai::,,p,&a« ,c..a~a ra, ~.me er ~m a.n l ll !f ~is pem~i~ upiru, a oev.' pcmii~ wr Ee acqu'vod fa a fe~ of a~e-Aalf ~ anw~x npm~lly' mqui~eA Oro.idM ia ckan`ei Mve Dccn or wip D~ made P~* md 1pac+fintiaw +nd aY+wpeuriaa a a6~edu~.eea pu en e aa~ ~(ll ya- tf eMnaes Mvc 6eee a i! uepe.voe « ~b~edMercnt eTmds we(1) nar. Potl 6et Ou! hepW M~ ecw pvmit 447 Na~wtManymav~srrhMDedaetlMw~chuqeWewwNib+'d~~kr~intaAa~~epob4m. (S) Ceeaacur a1.tl m4N Ow 8aidiAt Itw0`far(21) M~ :e Pd~ fn atl 6spwdm and 21u0 ~i.s Wrioea V~~ oe in+pecnw caN befare paacadint wh6 suceuti6<p4aes aftqe job. (d) TM iswaoee M* pMa a 6e vPwM Ndnw'vp and Vsi1icaYm[ ihatl w h oaasYUN la be i yemYh Tar. ear . appvev+IW, aay ~iolatim of Ae pra.ision+nr aK bwaip`wda «.ny amer ax.~ aw, rvk «xphpw. Sq.Fc: ~ a``.~~h tr?°l"4 Ctrief $niidinY lnspector ZO'd TZ:ST VOOZ 6T JCb 2.S8L9£Z£0£: XpJ I'ld '8 9NIhn&i]d Reccs" Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed 000 Site Plan (to scale) ~ Elevations ~ Address: I Za~'~9. Zoning: ~90 Use: ?t_S Property in the flood plain? l`~o Lot Size: (OSAO sq. ft. I,ot Width: fr. Maximum Lot Coverage: 4o % Proposed Improvements: House: 7-41 sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed I,ot Coverage: (Total) Z2' `5t % 241.9 ~ sq. ft. sq. ft. Required Setbacks: FR 2o S~ ~S 1" S K LO Provided Setbacks: FR 31 S ~2- S ik'94' R 31 Maximum Height: 35 ft. Maximum Size: 4' b sq. ft. Proposed Height: 7t" ft. Proposed Size: ZeK5, ~ sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet iu width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses aze at least 30 feet apazt, measured from the interior edges. For all uses, one access point per property is peimitted. 'Metal sheds in excess of 120 s.f not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 1000/o of the front yard and 25% of the entire lot must be laudscaped prior to issuance of C.O. lg;~P 4WO sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. Street trees required: Street trees ptovided: Infonnation ToBuildOn EngIneering • Consu/tlng • Testing Melody Homes, Inc. March 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5380 Nelson Street, L,ot 3, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: L"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 March 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 Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Ina (PSn 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 24 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to ow laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of overburden soils consisting of fill, sandy to very sandy clay and gavelly 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 SOILS/BEDROCK 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. Professionai Service Indus[ries, Inc. • 4765 Independence Sireet • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 I.ot 3, Block 1 FOUNDATION RECOMMENDATIONS Job No.532-35120 Mazch I, 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 Foofing 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 concenuate the loads from the structure on the individuai 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 grade beams between the footings or fooring pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. I,"LOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range azea aze commonly constructed 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 particulaz site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in ali non-basement finished living azeas in the proposed residence. Structurally supported floors are also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade constnxction has been used successfully in the Front Range azea 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 low 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 generally 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 differential 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 Constnaction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are 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 and unpredictable. At the present time solufions using readily Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 3, Block 1 Job No.532-35120 March 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost 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 aze intended to reduce potenrial damage should heaving 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 lazgely controlled by proper and responsible homeowner maintenance and irriga6on practices. 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 urilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility 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 aze placed on the slab. In finished areas, all furring strips, 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 Eachibit B. NOTE.• Movement of slabs supported on expansive soils/bedrock cou[d exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored mad maintained by the homeowner for the life ojthe 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 porch improvements. 5. Isolation of garage door tracks and door jambs from the garage siab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM ?.n individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain 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, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 L,ot 3, Block t 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 discharge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner shouid 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 craw] space areas to help wntrol humidity in the crawl space and living areas 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 TRRIGATION Proper maintenance of the areas 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 soiis 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 all 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 areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low azeas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wa11 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 structure 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 3, Block 1 Job No.532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabric. 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 drainage with grass stops. Refer to Exhibit C for a recommended typical decorative installafion. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprixilcler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn imgation should be limited to only the amount necessary to maintain normal gowth. 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 summarized 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 are 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 summary 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 L,andscaping 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 tliroughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in azeas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mirigate damage. The determination as to whether slab-on-grade construction can or should be used for a particulaz application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potenrial movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjecrive, 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 lrnown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock materiai 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 local and regional soil and bedrock profile and iYs 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 fixture ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, 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 ali 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 evaluarion 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 tesfing 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 tesring 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- gade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service Industries, lzic. Paee 1 of 3 March 1, 2004 In an effort to provide some unifornuty in terminology and provide a relative correlation of slab perFormance risk to the results of swell tests (i.e. measured swell), the Colorado Associafion 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 Surchaz e Representative* Percent Swell (1000 sf Surchar e) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Ve Hi >8 >6 *NOTE: The 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 chazacteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundarion excavation depths when considering all of the above factors. A cunent 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 soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soiis will occur over time regazdless of the performance risk category judged to be representative of a given site or azea. However, the anticipated severity and frequency of damage has generaliy been observed to increase with increasing slab performance risk category. Few detailed studies correlating 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 recentiy in the Denver metro azea have validated this observation: Criteria used in the study to evaluate slab performance included a maacimum crack height of'/a inch, a maximum crack width of'/< inch, and a maximum differen6al 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. Paee 2 of 3 March 1, 2004 Basement Floor Slab Performance lm .S 60 d m cc d 50 X ~ 40 W ~ -a 30 y 3 ~ = 20 ° x Q 10 o y o = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as venrilation 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 are 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 performance 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 geotechnicai engineer experienced with residential construction in the Denver metro uea 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, differenrial slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residenrial structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industty 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 teclinology within practical, cost effective limits. Professional Seivice Industries.. lnc. Paee _ of 3 March 1, 2004 Spike as required v Partition for stability I ~ ~ Molding, nail t~ at bottom onl ~ Void Space Drilled hole Concrete slab Wood 2 x 4, I I-I I I-I I I-I I I _ I I I= I I I i i i I I~ T, ( -I I I I nail to slab Infornzation VOID SPACE DETAIL FOR LP"'~ .ToBuildOn PARTITIONS ON SLABS Englneerfng•Consu/tlng•Testing EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area eith downapout 10, extended beyond edgingSod -~11.=111.-11i~~~: • • i Foundation Wall I 1=' ' Perforated edging or equivalent to alloe release ot water from rock or bark area Maintain minimum aiope o[ 10% away trom (oundation Minimum 6 Mil Polyethylene or Geotextile Fabric sloped away from foundetion under edging to top of grasa NALft ; Information RECOMMENDED LANDSCAPING LI~`''~ ToBuildOn PROCEDURES EngineeHng • ConsWtlrg • 7esting EXHIBIT C' P LOT P LAN FOR tp) MELODY HOMES.,. LOT 3 , BLOCK 1, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5380 NELSON STREET I m I , I 13: I~ w I~ 12. ~I i~ i I f~ I 1~ ~ I ~ 5~3Q 1 7.4' IN I I I ~ O O ( ~ I J L 10' U.E. n.o0 25.00' ~ ~2959 1 Wio 85M k GAR dt F~FEP~E 0 ~ G~GE NI 1 54.9 ~ Nr il ~ Ht~ . \ oG ~ - v,~6 \ m 1 ~ m \ \ 1 ^ ~ ~P y \U' ry~i u? \ i 1. ~ h92 ~l 1 G ~ ~ \ Q 1 ~ n I \ ~ \ i ~ W \ N _ - ~ ~ LL~, ~ / ~ • ~ NELSON STREET OENFRAI NO < 1, iM15 PLOT PLhN DOES NOT SHOW LOCATION OF VANDOW WELLS. FOR THEIR LOCATION SEE STRUCNRAL ENGINEERED PLANS. 2. DIMENSIONS SHOVM pROl1ND TME PERIMETER OF THE SiRUCNRE ARE TO THE E%TERIOR FOUNDATION CORNERS. 3. PRONOE ANO MAINTAIN POSITIbE DRAINACE AWAV fROAI ALL FOt1NDATION WALLS PER WARRANiY REOUIREMENTS. (0.5A MINIMUM SLOPE POR CONCRETE PANSJ 4, iM15 PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSiRUCTION 44.55 O 26 •~2 6" E \ 4s.5 39.856 45.so 10' U.E. I- SETBACK J ` I Q~- J ~ LOT 3 I i 10,540 sf. e i I Za ~ i \ 2 s ~I r1~~ ! ~ R0~ = 5508 in ( k^q ~1 ~OF ' INFO STAKE: MODEL 2959 LH 4 CAR ELEV. G LOT AREA (S.F.) = 10,540 HOUSE AREA (S.F.) = 2429.5 COVERAGE= 23.1% BLDG. HEIGHT= 27.5' AVG. BLDG. HEIGHT= 22.5' AVG. F,G.= S~ Q /J Z 1 / JI\EJ I I i3.71 N89'35 4 E 82.50' 0'LLE ~ I ~ ~ rSEfBNCK I i P I L071 9,904 S/. V I 4 r~.. ~ I I i I v~ . J ~o uc. o. 3 ~i 5 3 4 E_- 69.6. _ 6Y .W PARFET STREET ~ TRACTT F--- _ r-- I i ~ u i Ia.. ' y l ~ ~i.~., ~ L__a E ° i _ m+l ~ i ~ ° ~i E! ~ I i ~ = = T--- \ i I I ~ ~ q 11 ~ f LS'6 L l 64 99.685 y ~ " ~ ~ s y ~ I w \ p ~ 7i i I • ~i . . \ 4 V.E - • Y ~ f i ~ _"JLL ' J - - _ migg E ~685 ~ \ ,sue.v~ ss IW Y TRACT E £ i O W F \ _Yd T I I I 4 0 55 ACRES \ . E! ~ ' I \ ` ' I \ i m ~ MA \ e LLE R ~ ~ .UUULL . • S ~ )RM/DRAINAGE TRACT ~E (l1O ~Ic TRACT H 0.64 ACRES L 590'00'00"E N - rs~ ij~ pOi ~ i % WYI I aa ~ _ J" y v.. • ~ r~ - ,-eJ .EC' ~ ~ ~ I ~ • ~ / ~5 ~q6~~' ~ w ~ ~ I ~ , PNp N 1 PNAGEASEME ~0 ~P1I~N • ` ~ H I J ~ \U~ ✓ ~4 Gc- ,s~"r4; o°,I I c \ p ~ 1 ; - oy'"~ ~ I ~ ` I AK `1' ~ , E. ~ l~ ~ 6 ~ i ~ O z I F ~ I > f! » I VARIES PER PORCH 8" 6X6 WELDED WIRE VARIE SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4" CON W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GRO W8X13 VARfES P R E PoRCM 8 sx~ w E~DE~ III RE 15-8 TOP AND BOT. ~r CONT. REINF. ~ gLOCKOUT ~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF H BE 8" BELOW TOP ~ BEAM. BE FLUSH TURN SLAB EDGE OF WALL. c° 2-#4 X 5'-0" o OF WALL. DOWN TO HAUNCH BRACE WALLS OF 1~~19 AS REQUIRED. BEFORE ~ 1A BACKFILLING. ~ L~ ~ 0 i i~ 2-#4 (SIZE VARIES 2-#4 (SIZE VARIES z PER PORCH) PER PORCH) ~ ANGLE EXPANSION k JOINT. J ~t ~ SEE SECTION 1 FOR DETAILS. 3. e POLYETHYLENE ~ I ~-III - POLYE ao Iv_ t t ~ -m ~ SEE SECTION 1 VOID BEYOND, SEE SEE FOR DETAILS. VOID PLAN FOR LOCATION. PLAN PLAN r f BEAR ON UNDISTURBED s HAUNCH AT END OF PORCH. HAUNCH AT 2x6 PLATE W/MIN. _4'-0" `r ar i f _ - 1 i 2-1/2"0s ANCHOR 5" MIN. Y~ BOLTS TO BUTTRESS. i I TOP AND BOT. CONT. REINF. - - - 1 1 /2" CLEAR A 1 3'-1Q". t t 2-#4 X _I ~ ° AS SHOWN. BUTTRESS T l FOR BEAM. (1 EACH FACE) ~'-6" 0 #4 ~ 12 9ACKFILL BOTH SIDES OF ~ ~ , via 4/ ~ ~ i1 V f Y V J ~I .I ~I 1 1 J 1 I SEE SECTION 1 ON SHEET S-2 2-#4 X ~ FOR VERTICAL AND HORIZONTAL ~ 00 HORIZONTAL. WALL AT THE SAME 11ME. ~ ~ INDICATES PLACEMENT OF VOID V WALL REINFORCING, IF REQUIRED. #4 ~ 12 ~ ~ MATERIAL UNDER GRADE BEAM. VERTICAL. EXTEND VERl1CAL & HORIZONTAL SEAL VOID WITH POLY. TYPICAL. r » ~ 4 _ ® ra a r, ~ f- 10 -9 r_ a 3 4 r iD o I GRIP REINFORCEMENT TO FDN. 7 1 L~. >a 14 ~ ~ _ 2 a ~ I #4 X N DOWELS ~ 8" O.C. ~ CORNER OR COUNTERFORT, UNLESS ~ NOTED. SEE SECTION 1, SHEET S-2. N INDICATES 2X PLATE LOCATION. 3 0 F T`///''';111 4!a PAD » :a ar 32 X 10° 2 1 2" CLEAR. ~ ~ ~ PROVIDE 1/2"~ X 10" LONG ANCHOR 32 X 10 THIC K W 3_ o 5 EA. WAY B OT. ~.t ALTERNATE DIRECTION °0 GRADE AT ~ ~ BOLTS ~ 4'-0" O.C. EMBED BOLTS w w ~ M ' 1 1 ~ - - - ~ 1 1 : - f~ a - ~ i OF LEG IN FOOTING. W EXTERIOR. i~ i~ MIN. 7" INTO CONCRETE. PROVIDE (SLAB AT 1 1 1/2" CLEAR 0 0 j INTERIOR N N ~ ( MIN. 2 BOLTS PER SILL PLATE SIMILAR PIECE W/1 BOLT LOCATED WITHIN • y_ NOT SHOWN. ( I 12" OF EACH END OF WALL OR SILL PLATE PIECE. TYPICAL. ~v~- Y_ 2-#4 X N ~ N AS SHOWN. CONCRETE 4'-4" SLAB. Y~_ (1 EACH FACE) ~ - - I- ~ ~ ' I I~ I III=I CONTI U~ US. BST r W12X30 ~ s ' 0 I iii-iii i.; ~I I II I I _ - - i~-111- 3"b SCHEDULE 40 ADJUSTABLE STEEL 0° _ II-III \ PIPE COLUMN. AT t ~ SEE SECTION 1 - ~ r EACH END. ice, FOR DETAILS. POLYETHYLENE. cp J O Z r'. SEE SECTION t EE PLAN ~ I o ~ NOTCH FDN. 12" MAX. FOR FOR DETAILS. M ~ `t DOOR & MAINTAIN 16" MIN. 7 > BTWN. ROWS OF REINF. SECTION 12 3/8" = 1'-0" W - SECTION THROUGH GARAGE WALL. BUTTRESS CONSTRUCTION s BASEMENT 16 FTG.-TYPICAL ~ _ ~ UNLESS NOTED I J y MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE J o FACE OF WALL TO OMIT ~ BRICK RETURN. ELEV. B cO AND C ONLY. ~n~ y1 C BASEMENT 16 FTG.-TYPICAL UNLESS NOTED ~ ~ ~ INDICATES PLACEMENT OF VOID ~ INDIC MATERIAL UNDER GRADE BEAM. o N MATE x INDICATES PLACEMENT OF VOID ( I ~ o ~ SEAL V010 WITH POLY. TYPICAL. I I ~ X SEAL MATERIAL UNDER GRADE BEAM. I ( ~i ~ ~ 3 SEAL VOID WITH POLY. TYPICAL. r? ~ J L - Iiii N --1 III Jf Y: i N O I i~ ~'t ~ I I _ O ~ I O ~ STEP OP OF a ~.r. - - ° FDN. ~ . ~ L~~_, ._.y i 4,> PORCH =1 i i~ i ` :k ~ ~ ~ o ~ STEP TOP OF 1 Er_ - - I ' - - - - I ~i ~ FDN. 8" 6 N i a`l .r _ BL CKOUT WA L ~ _ _ FO PORCH B 'AM, v TY ICAL. EXTEND REINF. L `s+ 6'-3" 5'-4" 5'_p" 3'_p" 3'-3 1~ END OF WALL. TYP. 6,_3>, 5,_4„ S 16'-11" 11'-3 1/2" 16'-11"  .~vr vi ~vur. v~V 6 VK 10"0 PIERS DRILLED MIN. 3'-0" DEEP & L. PROVIDE A VOID SPACE 460VE OR BELOW PARTITIONS OVER SLAB ON SHEET NO. ELEVATION C PORCH 1/411 11-011 ELEVA I T I O N B P C H TO SOLID BEARING (OR CONCRETE HAUNCH PRO 1/411 _ 11-011 ROMEWALOS TO SLABCIoSLOPE ~ ABSAWAY4 GROUND. DRYWALL OR P ELING TO BE APPLIED TO ALLOW VERTICAL MOVEMENT AT TOP ORB TTOM; COVER WITH MOULDING. SEE DETAIL 1. 3. WRAP STEEL PIPE COLUM SAND UTILITY LINES WITH 3 LAYERS OF 30 t. SEE ARCH. PLANS FOR DETAILS. 1. SEE ARCH. PLANS FOR DE 2. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE PLAN AT RIGHT FOR FOR DETAILS. FROM BUILDING. LB. FELT WHERE THEY PA~;S THRU SLAB. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 3. SEE SHEET S-2 FOR SE IT FOR COMPLETE FOUNDATION. 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. S-1 OR SECTIONS, DETAILS & GENERAL NOTES. 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN ON DETAIL 2. OF 2 250 0 1000 OR 2250.5/1000 QQ! !1 ~V ~ V 10'-0" 3'-4" 3'-4" 3' 0 0 ~ `r W ~ Q H~ z ~ Q w w Q o J ~z ~ z o Q W N O O~ Q Q ~ ~ O m H S ~ ~ t i r', m v w ~ o~>r) O ~ O ~ W ~ I I U cn c~ v~ o ~p ifl o ~ ~ SE SHE ~ S- z i ~ Q o~ 12 SEES EET 0 t~~i z O W I - 0 o I STEP TOP 0 ~ ~ FDN. 10". H /n V Q d- d- I I 2p" FT STEP BOT. OF Q S__! FDN. 4'-0"f z ~ ~ 3"~ SCHEDULE 40 ~ U vl ADJUSTABLE STEEL PIPE COLUMN. r! ~ ~ ~ ~ ~ ~ 0 I 00 z Q ~ O INDICATES PLACEMENT N MATERIAL UNDER GRADE 1 1 I ~'1 I ~~'l ~l r H ~ SEAL VOID WITH POLY. . ~ 2 ~ ~i N Op N \ ~ w N _y ~ ~ N i u o STANDARD FRAMED BEA ~ CONNECTION OR WELDED C"ice er = i 4 ~F r ~ EQUIVALENT. ti~ r NOTCH FDN. 12" MAX. F 4. Y- DOOR & MAINTAIN 16" ~ o j J ( BTWN. ROWS OF REINF. _ tV N J z :y_ . W ~ O _ ~ MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE FACE OF WALL TO OMIT I ` BRICK RETURN. ELEV. B AND C ONLY. 0 I i0 EL' f~ ~~r d~ ~r 7 , t1 1' 0' 8'-0" t ~ ~ ~ ~ ~ ~ ~ W ~ ~d g>_4„ ~19. - 'J~ I 225 ~r 10~-0" i I OpTIU~IAL~ 4 R~v~sE~: ~-s-a~ tA~? 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-1 FOR COMPETE FOUND 3. SEE SHEET S-2 FOR SECTIONS, DETAIL y ~R~W~I: LM/R~'/AM 1 ~HE~E~EC~; B/'W TYPICAL PORCH. PATIO & STOOP CONS TURN DOWN SLAB EDGE 12" BELOW FINI ~ l GRADE BY 8" WIDE. REINF. W/1-#5 C TOP & BOTTOM. SUPPORT EDGE ON 8 10"C PIERS DRILLED MIN. 3'-0" DEEP TO SOLID BEARING (OR CONCRETE HAU WHERE SHOWN). PROVIDE #4 DOWELS FROM WALLS TO SLAB. SLOPE SLAB A FROM BUILDING. ~aMPUTER FILE: ;G M-2~59~1_~._SK3F~-~ N EET I~ C~, A OF 2 2500/1000 OR 2250.5/1000 2X PLATE ON TOP OF BEAM. DOUBLE 2X PLATE. ' STEEC. BEAM SEE SEE DETAIL AT RIGHT FOR PLATE ' PLA N, P C.A~E TaP AND BEAM POCKET PLACEMENT OF ST EEC. B EAM FLUS N W~ T g" WITH DOUBLE PLATE. FOUNDATION HT QP 4 -0 OF C.4W ER PL ATE, 2-#4 TOP & BOT. WALL. , z-a - MAX. 2 0 r► CONTINUOUS. BEAM P DOUBLE PLATE AN SEAM POCKET CONSTRU BRACE WALLS BEFORE 3FAM Pf~t_~k~'T r ~j a is G ~I ~~IV L of wrrt~~ii,~~rr~^^// BACKFILLING. t 'ter J r C w r F--- ~ ~ SEPL N T f W > o I ANGLE EXPANSION JOINT. _ 1 c~ U r s r~~ ~ 4" CONC. SLAB ON UNDISTURBED W SOIL OR COMPACTED FILL. _ w SCORE JOINTS IN SLAB AT - ~ MAX. 200 SQ. FT. AREAS. ~ ~-I I ( ~ ~ ~ I W ~ w Z i i 1 J ~ R ~ - Z 4 1 Y - ~ _ r ~ P a ? - ,}W G ao T ~ ~-1 I I ' ' 1 _ C ~ ~ P PROVIDE #4 X 1'-6" DOWELS ~ ' ~ 2'-0" O.C. MAX. (MIN. 2 fl j ~ 4" VOID BEYOND, SEE DOWELS PER PAD) HOLY. PLAN FOR LOCATION. SEE SEE g BEAR ON NATIVE SOILS PLAN O PLAN OR STRUCTURAL FILL. S SEE SOIL REPORT. a ' ~ - ~ - v~ j i - A ''~y. L ~L~ s! ti REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. f :ii i. ts` F~ .J -1 L z 3 S s j T 2-#4 TOP & BOT. Z CONT. TOP FOUNDATION WALL ~ CONTINUOUS. ROW OF RE'VF. EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCK N - LEDGER W/2 ROWS OF 20d FORMING I-~ FLOOR FRA - i ~_I ~ ( ~/2>, NAILS ~ 12" O.C. (1TOP & 1 BOT.) N SIMPSON 0210 HANGER ~R FRAMING NOT SHOWN. i i STEEL PIPE COLUMN, SEE PLAN. ~ ~ PROVIDE BASE PLATE 1/2" X 4" X 6" 2-#4 FULL ~IEIGH OF FDN. WALL. 3/4" T & G SUBFLOOR PLYWOOD S i~ i i BEAR BASE PLATE DIRECTLY ON BEAM. ~ BEND 1'-6" AVER HOOD SUBFLOOR i i SIMPSON U210 HANGER ~ ~ FLOOR FRAMING p o TOP OF WINQOW. ~ ~ FLUSH WOOD BEAM w > ii LAG SCREWS AS I i_ i ~ ~ o nw REQUIRED FOR STABILITY. ~ ~ I ~ DRILLED HOLE `v 2X10 FLOOR JOIST, N FLUSH GLU- SEE PLAN GRADE AT GRADE AT AIR SPACE MOULDING. NAIL ~ 2~_~n 2-#4 UNDER AT BOTTOM ONLY. - 2~-0" WINDOW AS ~ ~ ~ i ~ ~ MIN. MAN SHOWN. POLY. ~-III- I- =1 I ~ SEE SECTION 1 ~ III- I =(I ~ - f SEE FOR DETAILS. 4" VOID BEYOND, SEE PLAN POLY. SEE SEE SECTION PLAN FOR LOCATION. BEAR ON NATIVE SOILS ~ PLAN BEAR ON NA OR STRUCTURAL FILL. 4" VOID BEYOND, ,yEE FOOTING - I-_- _ CONT. BOTTOM III-I I I~I I I-I 11= CONCRETE SLAB ~ ~ ; ~I I I~ i ~I I I, ~ ROW OF REINF. _ - PLAN FOR LOCATION. OR STRUCTU SEE SOIL REPORT. SEE SOIL RE ~ ~ ~ .L o I V ~ 1/2" = 1~-pn SECTION / 1/2" = 1' WOOD 2X, NAIL INDICATES PLACEMENT OF 4" TO SLAB. VOID MATERIAL UNDER GRADE BEAM AND BETWEEN PADS. SEAL VOID WITH POLY. TYP. i BEAM TO WALL CONNECTION A ~ ~ ~ 11I = 1'-O'~ SEE PLAN FOR VOID LOCATION. I~ ~ ~1-` ~ T I ~ GARAGE OR CRAWL S TOP ROW OF REINFORCING. ~k MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 2'-6" MIN._ WALL. f STOOP SLAB. FDN. WALL o _ f ~ V ~ BOTTOM ROW OF REINF. EXTEND INTO BASEMENT WALL 1 0 I I. N HAUNCH N INDICATES PLACEMENT OF VOI MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. f. 1 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o f- ~6-. (1 EACH FACE) 5 r`= ~ I I f~ I~ U P`~ C T r i T Y T r` I C n i i n i r,  vv~, iv v vv/--\LL NIZiNff ORCING 0'; ~~rv rRtJJUttt = 1,000 PSF WHERE POSSIBLE) REINFORCING 2' 1/211 = 11- 011 • j r-, I v u I v L STEP BETWEEN GAPAr..7F nR SEE PLAN INTO WALL. 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. SHEET NO. ALTERNATE BOLT ON HAUNCH BY OTHERS. AT BOTTOM STE 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION CRAWL SPACE TO VERIrY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ARCING DETAIL 1/4"=,.-o„ ARE COMMON STEPS. k j CQMMUNIT'Y DEVELOPMENT DEPARTMENT Building Permit Number : 18805 8WI.LNN6 #N8PECTION LINE - (503-2345933) Date : 1/28/2005 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE 11VHEAT R1DGE, CO 80033 - (303-235-2855) Property Owner. TINA W HITECOTTON P'taperfy Address : 5380 NELSON ST Phone : 573-0934 ~ u ~ s I ~ } i. V; Inspector Piease sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ w"E`',~ BUILDING INSPECTION LINE - 303•234-5933 Date: ~ ~ a CITY OF W HEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Propetty Owner: Colt,,', IC C oV~ Property Address: 53 gD s~ s l Phone: 3 03-5 73 - pcj3 Contractor License No.: ~ g'3.v l c~c.~3o3-yo7-31 ClS Company: Ko ^ r2~ ~~~c \ r~ c Phone:3o71 -~-.1-3 - 5-1 60 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OwNERMCOHiRAGTM. ✓ Permit Fee:$ Plan Review Fee:$ Use T~_ Total:5 ValueS /+66O, Description: rn S`C;? IL looa,P S , 1I. P 2+~eL- c>~~e~'"[' Ac or,,T (Ac Pecr-.t Sq. Pt addsd IS 220 d-~ T Expiration Date: 9. 8"- S Expiration Date: 6cpiration Date: ApProval: ApProval: Approval: (1) 7tiis pelmit was issuad in aaadanoe wiM the 0ro`^sio^S set MM n your aDWbmtion and is wGject to the laws M the State ot Colora0o aM to the Zoninp RepulaGOns antl BuiWirp Codea ol W heat Ridpe. Cobrado a any oCw applioble ordinances oi the Ciy. (2) This permR shall expire it (A) the work authorized is rwt commenoe0 witliin sizty (60) days from issue date M(8) the Duilding autlwrized is wapendeE or aban0oned for a period ol 120 days. (3) tl Mis Pwmit exWres. a new vwn+R may be aoouire0lor s iee o/ one-hatl the amount namaly roVuired. povided ra d+anpes have been or wiM be made in Mro oripinAd Plana and apeaficaCms and anY wsDe^sion a abarMwmeM has not exceeCetl one (1) Year. If chanpes have been w if wapension a abandonmeM "ceeds one (1) Year. TWI feea shas Oe pai0lor a new Cerr^iL (a) ru work or ary manner snae te eone awl wlu a,arqe the nawnl now of water ousinp a araina0e powem. (5) Contracla shaN rtotih' the Buildirp InspeUa twen1y-four (21) houra in atlvance for aN MsPecTions a^E shall receive written aDDrovy o^ inspecDOn wrd betore Droceedinfl wiM suaessive Ohases of tli. (5) The iasuance d a permit or 1M approval of diawirqa an0 speaM1wtlons shatl nol be constriied b be a permit for, nor an approval of. arry Hdation M Vro pwisbns of the buiMinp cotles w any olhor adinance, law, ruie « reyuWtion. Chief Building Official I hereby certily that the setbadt distances OropoSeC by tAis permil appiication are accurale. and da not violate applicable ordinances, rules or regulations of the Ciry ot W heat Ridpe a covenanis, easements p restrictims of record; that all measuremerits shown, antl allegations ma0e are accurale; Nat I have read and agree to abide by all corWitions printed on thla appliption and that I assume lull responsiDitiry fw compliance wiM the Wheat Ridge Building CoOe (LLB.C) and a11 other applicable Wheal Ridpe OrCinances, for work uo0w this pertnil Electrical License No: /'K a ~ Plumbing License No: Mechanical License No: Company. ~ onC'a~ CLecTr;cTi_Company. Company: 5380 NELSON TOTAL AREA= 3,600 sF AREA X3 VA PER SQ. FT. = 10,800 VA 3 APPLIANCE CKTS AT 1500 VA EA . = 4,500 VA RANGE = 9,600 VA DRYER = 5,000 VA LAUNDRY = 1,500 VA T DISHWASHER 1,200 VA MICROWAVE = 1,200 VA Isc=7,400A DISPOSAL = 830 VA FURNACE = 1,130 VA GARAGE DOOR = 830 VA TOTAL LOAD W/O A/C = 36,590 VA (3#2/0 ALUM) SERVICE CONDUCTOR FIRST 10,000 VA AT 100% = 10,000 VA REMAINDER VA AT 40% = 10,636 VA CALCULATED LOAD W/O A/C LOAD = 20,636 VA M A/C UNIT LOAD AT 100% = 8,400 VA TOTAL CALCULATED LOAD = 29,036 VA LOAD AMPS AT 240 VOLTS = 121 AMPS 150 2 PNL O\\qO 1q 0pJ11z~ 5380 .o % - = 16134 - ,o,ooo nic 9~.12•zz-o . .~°w , . ///~i i S/0 N Al E`'~G~~~\~ , ill/.i i I I Ii? tVflt 5380 NELSON, ARVADA, CO LOAD GALCULATION FOR BASEMENT REMODEL MOYER ENGINEERING PROJECT NAME: 5380 Nelson CONSULTING ELECTRICAL ENGINEERS REVISION ISSUE: Loads FORT COLLINS LAKEWOOD REVISION DATE: 12-22-04 (970)267-2919 (303)716-5777 ISSUED BY: DGM M-1956 )MMQNIT1( DEVELOPMENT DEPARTMENT 3iH0 ~IN111111PECTION LINE - (503-2345985) ` CITIr" OF WHEAT RIDGE 75001MEST 29TH AVENUE IWEAT RIDGE, GO 80033 - (303-235-2855) Building Permit Number Date 18220 1 /5/2005 pmpgrtyOwner. CHARLES WHITECOTTON flrbperEy Address : 5380 NELSON ST Phone : 589-6609 Contractor License No. : 17790 Company ; Four Seasons Heating Phone : 423-1982 ITRkGTOR SiGNATURE OF UNDERSTANDING AND AGREEMENT hat tli9 aeffiadc diMances proposed by this permit application are accurate, and >pGeapieordinances, rales or regula8ons of the Ciry of Wheat Ridge or mierb;Gr~rshbietiaisof record: that all measurements shown, and allegatlons 9fe,,Misri have re9d Snd agree to abide by all conditlons pdoted on this tlrat 1 psauma futl.re'apunsibility for compliance with the Wheat Ridge Building ind elf 69Wr 8pplicade~ Wheat Ridge ordinances, for work under this permit. rreerrnM ctr.nicn . DATE ' - USe : ~ion INSTALL BRYANT (5 TON) A/C, AIR CLEANER, HUMIDIFIER & ELECTRICAL M66 ~ APproval 2ontng ; BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ~u ~?APpro. Walls : Roof : Stories : Residentiaf Units : ~ ~~uP~eY Lic8h9e No : Plumbing License No : MechaniCal License No : Company : Company : Y' 10n Date : Expiration Date : Expiration Date : ApProval : ApProvai „i~7N peimkwas 4suatl in lCcMdance wiN tlre provisions set foRh in yoWr aDPlicafion arid is eubjecl to the laws of the Sfa~ M Co~orado and fn the Zorrirg ~ i FEpyui~lpne er10 Bu%dinp Code of W heat Ridge, Colo2do or any other applicable ordinancea M the City. frarthkeheM expMe N(A) lhe wnAc aulFwrized is not commenced within sixry (80) days trom issue Gate a(B) the buiWMg auttwriaed is suspanCed or 4bor4onearareaenaaa,2oaam. R*g p9r" qyiwft, y nep pBnnit mey be scquired tor a 1ee of one-half the amount normally required. Pnwided ^O chang" have bmn or wlll De maCe in ihe F~d aplciflCSpong erM any suspension w a6andonment hes not ezceadetl one (1) year. If chanpes are mede or if cuspansion or abarWOnment F~ (WI iq¢p ah311 be Deid for e new Partnit. ~~k, -Q xi ~;¢b Mvrk Many meMfer sMll tia done thet will change the natural Mow of water causing a drainage problem. x f~ rP ~ a Mp BWkiing.l^spector nventy-kur (24) hours in advance fa a11 inspections and shall recelve wrlaen epproval on inspection card be(ore tur.easNw-W'mses of Me job. ~y~ q~ ipvel of drewinge and specificatbns ahell rwt be construed W be a permit for, nw en aVP~al oi, any vidatbn of the (f eodes w a er ordinance, law, rule ar repuiation. F t s w,. , . i ~20hiaf SaNding nspector Please sign Terms and Conditiona on reverse side of page. Valuation : $5,833.00 Permit Fee : $162.90 Plan Review Fee : $0.00 Use Tax : $104.99 Total: $267.89 Aug-17-01 3-34A DEVRFVFAX _s03 235 2857 P.02 DEYARTMENT OF PLANNING AND DE?A,,1.OPI17ENT 4BIJILDING INSPEC'TION LINE - 303-231 5933 CTTY OF WHEAT RIDGE U 7500 WF,ST 29TH AVENUE WF[EAT RIDGE, CO 80215 - (303-235-2p85: AP~.Kl C~S t +~iA d~14f-P F' PropertyOwner.Clvrl{'-~ I&MY'Pc~C Property Address: ~~3~!(, Contractor License No.: 1'7`7L31) _ ON'NER/CONTRACTOR SIGNATURE OF UNDEASfANDINC AND ACREEMENT I hercby ctrtity that Ihe selback di5lences pmposed by this pertnit epplica[ion m. accura[e, md do m[ violam applicable ordinanccs, rutes or rcgulations of the City i [ Wheat Ridge or covenenu, essements or restrictions of record; Ihat all measurem<m ; shown, md allegetlons made are accura[e; lhat I have read md agree to abide by a I wnditions printed on this application md Na[ I azsume full responsibility 6 r d 6 C d all h CI • Build'uig Permit Number: Date: Phone:3U~l-~y-~~Q ~ Phone: ~j(?3-~-~~ 3 Construction Value:,~~~33 (lv Permit Fee: PlanReview Fee: Use Tax: compliance wnh the Wheat Ridge Buildmg Co e(U. an oe er app mx> Wheat Ridge Ordinanccs, for work ' ermie TOtal' "?3,;~ (oWNEA)(CONI1cACCOR)', Stv' Descriprion:<~"1.1~ GCX~r #W' ~e~rC'~l BUILDING DEPARTME:ViC USE ONLY ZONING COMMENTS: Apptoval: Zoning: BVILDIN6 COMMENTS: ppproval: SIC: Sq.Ft.: PUBLIC WORKS COMMENTS: ppproval: Occupancy: Walls: RooE S )des: Residenflal tinits: FlPSnr;~'ai i;rpner "qoPlumbine Liceuse No: Mechanical J,icens- 'Vo: Company: Company: Company: ' Exp'sation Date: Expiration Date: Expiration Date: Approval: Approval: APProval: (1) 17us permit wes issued iv azwrdancc with tlie provisiens sc[ fxth in yow applica un and is subj«t m ihe laws of Ne Stem ot Coiarado aud ro the Zouing Regulaeovs md Buildivg Codefl of Wheet Ridge, Coloredo or any othm appliwbl ordiaences of dm City. (2) lLis permit sAall expire if(A) Ihe work act6onuA is not commer.ced utithia sixry .60) days 4om ismc date or (B) the 6viidi¢g authoriud is suspeodcd or abmdoned Eor a period af 120 drys. (3) Itthis pennit expves, a new permit may be azquired (or a fee oCOnchalfthe emoiif nortnelly rcqvired, provided no chavges havc b<en or will be mnde in We originil pians md specificatiove md my suspeusion ar xbandonment haa mt m;i :cdcd one (3) ycaz. L`changq have bccu or Ssusyensiov or abaodonment exceeds one (1) year, WII fru shWl be pvd for a new permit. (4) No work of eny maunar shall be done thnt will cha¢ge the oetwal flow of wahr c nsing e drainxgc problem. (5) CoatracmrshdlnoGfyWeBuildingivapcclorrv.cury-(ow(ld)hoursinadvmwfor Ilinsp<efioesandshallrcceivewnneoappmvalouinspeaioncardbefore proceediug wilh successive phavcs of Nc job. (fi) 'Ihe issuaoce of a permit or the ayproval of Crewlvgs md spe<ifice4ooa shell no b<cousnued ro be a permit fw, nor m approval o[ any molvoon of the pmvisioat of the building codes or eny other ordioauce, law, mle or regulaEOa Chief [3uilding [nspecmr