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HomeMy WebLinkAbout7846 W. 33rd Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE !Q.E - Lncz Inspection Type:44c)-z-) Job Address: 7 -Permit Number: ((f6 ❑ No, one available for inspection: Tim AM,PM Re -Inspection required: Yes �N When corrections have been made, schedule for re -inspection online at: http Avww. ci. whea tridge. co. usfinspectio Date: Inspector* Y:* AO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building -inspection Division (303) 235-2855 Office INSPECTION NLOTICE Inspection Type: 41-U�..� Job Address: "-- Permit Number: �:?.O"?ps ecz I] LlNo one available for inspection: Time /PM Re -Inspection require Ye No When corrections have been http✓/www. ci. wheatridge.co. u Date online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE `SIC) Z Cr--�, t�k_A V?_-_ Inspection Type: Job Address: 7 C. ; Permit Number: ❑ No one available for inspection: Tir?(_,� M/PM Re -Inspection required: Yes( . No When corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.usltnspection �,l Date ,nlnspector City of Wheat Ridge E -Res. Electrical Service PERMIT - 202000583 w PERMIT NO: 202000583 ISSUED: 03/16/2020 JOB ADDRESS: 7846 W 33rd Ave EXPIRES: 03/16/2021 JOB DESCRIPTION: Service change - 150 amps *** CONTACTS *** OWNER (303)908-8530 RASCON JULIAN JANE SUB (720)883-4838 ARI GOLDBERG 180372 GOLDSTAR ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Use Tax 42.00 Permit Fee 77,50 ** TOTAL ** 119.50 *** 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. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES ♦itr PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Electrical Service PERMIT - 202000583 202000583 ISSUED: 03/16/2020 7846 W 33rd Ave EXPIRES: 03/16/2021 Service change - 150 amps 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attesthat I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire "5 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 Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired 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 n g of a pe hall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code y or mance egulation 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. Kimberly Cook alo�M93 From: no-reply@ci.wheatridge.co.us Sent: Monday, March 16, 2020 2:19 PM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Categories: 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 7846 w 33rd ave Joann rascon 3039088530 wheat ridge credit auth.pdf CONTRACTOR INFORMATION Contractor Business goldstar electric Name Contractor's License 180372 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7208834838 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address ari@gstarelectric.com Retype Contractor Email ari@gstarelectric.com Address DESCRIPTION OF WORK Is this an electrical Change service upgrade or change? Number of Amps 150 Location of house upgrade/change (garage, house, etc) Provide additional details, n/a if needed. Project Value (contract 2000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. 01 - = V 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 ari goldberg Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Solar PERMIT - 202000103 ,g PERMIT NO: 202000103 ISSUED: 02/05/2020 JOB ADDRESS: 7846 W 33rd Ave EXPIRES: 02/04/2021 JOB DESCRIPTION: Solar installation, 3.15 kW, 10 panels, no structural required. *** CONTACTS *** OWNER (303)908-8530 RASCON JULIAN JANE SUB (303)968-1326 DAVID G. KOTLER 150288 GRID ALTERNATIVES CO INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,135.00 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, byy myy si�fh►ature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicablAuildinwcodes a all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le'al own of the pro erty and am authorized to obtain this permit and perform the work described and approved in conjunction with this a -E. I f t attest th I am le ally authorized to include all ntities named within this document as parties to the work to be r ed and t all wor be per d -is -disclosed in this docu ent an its' accompanying approved plans and specifications. Sign2kture of O R for CONTRACTOR (Circle one) ate I. This pct -mit wa issued based on the information provided in th pe it application and accompanying plans and specifications and is subject'kto the'compliance with those documents, and all appli ble statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance r gardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no ore than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. 'T nuance or gra f g of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any a pl° blecode or 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. City of Wheat idge COMMUNITY DEVELOPMENT Building Inspection Services 7500 W. .' Ave., Wheat Ridge, CO 80033 Office: 30, .235-2855 * Fax: 303-237-8929 Inspectic 11 Line: 303-234-5933 Email: permits(aD-ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # t-40 0-o60/0 Planview Fee: R5,�/)-!v Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: 3� x vl n GS -CM Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Phone: (.150-Q FSO - 630 Architect/Engineer: Arch itectlEng 1 neer E-mail: _I t lf,"41� '47M Phonel M) 110 - ( I 71 Contractor Name: City of Wheat Ridge License #: %m -Zb% Phone: 7-2--o " � (Zb ` ? 3 P) D Contractor E-mail Address: Mb For Plan Review Questions & Comm ents (please print): CONTACT NAME (please print):_ �f-oA"q Pone: CONTACT EMAIL(p/ease punt): M � CI 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, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Ips �ti, 2t�o Pa3C2uo,0�do P;a fin �sxt�-0.e1ro„znr(a�l2dCj� S�3 K-�- �s3s�sMi h9sJvriolw- nns eo tt�soV+r('- A4cI ol - w/10 /.-� ►^ 0- sd� a UrltVAC sfa s irbdt1 B� 51:F7 3000H - VS GOt 0 � ZZl�v �M �1119A/)I< ` Dri srm 3 • is tvv DL 3 V—vv Ac., . A- • 0�1 arev�, 1-7 9 .1 2 C)o � Mctn tws hrl r. Sq. FULF -7� ” � BTUs For Solar: KW _�# of Panels Requires Structural Amps Squares Gallons For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contractvalue or the cost of all materials and labor included in the entire project) $ Q 1135 '� 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 ONE: (OWNER)C T O) o (AUTHORIZED REPRESENTATIVE) of (OWNER) ((CCO�TRACTOR) Signature (first and last name): DATE: J v D Printed Name: C�evevlAe � 1` ZONING COMMMENTS: Reviewer: B ILDI D MMENTS: evie r: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Jim Widlar To: mbraxton@gridalternatives.org Subject: Solar Plan Review Attachments: 2012 Residential PV Solar Installation.pdf Mario, Additional documentation is required to complete plan review for the following projects: 1) 7846 W33rd Ave (Permit 202000103) 2) 3281 Yarrow St (Permit 202000110) The application for both installations do not contain the documentation from a licensed Colorado structural engineer on the structural integrity of the existing roof. (-See city requirements below) Structural Integrity: All projects, both residential and commercial, must have a documented and stamped letter from a licensed structural engineer in the State of Colorado, indicating that the existing structure has been reviewed and can adequately support all PV systems and meet all current applicable code requirements. If additional structural enhancements are required, detailed structural drawings and/or structural enhancements outlined in a report must be signed and sealed by a structural engineer and submitted with the permit. Sincerely, Jim Widlar Electrical Inspector 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2878 Fax: 303-237-8929 www.ci.wheatridge.co.us Oly of W1-16 at i iclue iWkitINIrY' DI%I II'MIN1 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. TOR E 1'1 G I n E E R S VSE Project Number: U2339.0601.201 January 24, 2020 Grid Alternatives 1120 W. 12th Ave. Denver, CO 80204 a� (1(Xj !b 3 REFERENCE: Rascon, Joann Residence: 7846 West 33rd Avenue, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure will require a retrofit per the attached detail in order to support the proposed solar panel installation. Design Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 125 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 30 psf Existing Roof Structure Roof structure: 2x6 rafters @ 24" O.C. Roofing material: composite shingles Roof slope: 15° Connection to Roof ountmg connection: (1) 5/16" -lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails (2) rails per row of panels, evenly spaced; panel length not to exceed 66 in Conclusions Based upon our review, we conclude that the existing structure will require a retrofit per the tache deett,�ij�i order to support the proposed solar panel installation. See attached calculations. '�``�y B�yHdtn9 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com � =[" ILE-] n s i n E E R s VSE Project Number: 02339.0601.201 Rascon, Joann Residence 1/24/2020 The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2012 IBC. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC mpa0 oma un/t Eric Sumsion Eric Sumsion, P.E. CO License: 56167 - Expires: 10/31/2021 Project Engineer Enclosures ESS/anr 3 p� •''' % S� arm�0 elp 56167 01 /24/2020 s�vlwaL �� pw 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com y ECTrl O I n E E R S DRAPER, UTAH (BO 1) 990- 1 775 WWW, VECTORSE. COM � MPS Copyright @ 2019 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structural Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. SUBJECT SISTERED RAFTER RETROFIT �I (2) 16d SINKERS EA. END EXISTING ROOF E SHEATHING i 1�E \ EXISTING RIDGE BOARD i EXISTING RAFTER ANEW 2x SISTERED RAFTER, DEPTH TO MATCH EXISTING RAFTER. I, ATTACH TO EXISTING RAFTER w/ 0 16d STAGGERED SINKERS EXISTING III CEILING JOIST, IIIWHERE OCCURS III EXISTING ANI BEARING WALL EXISTING ROOF SHEATHING NEW SISTER RAFTER w/ - -- -NAILING PER -- EXISTING - ABOVE RAFTER SECTION NOTES: 1. GRADE OF NEW MEMBERS TO BE SPF #2, DFL #2, OR BETTER. 2. CONSULT ENGINEER WHERE CONDITIONS DIFFER FROM THAT SHOWN. 3. THE SISTERED RAFTER MAY BE INSTALLED AS TWO SEPARATE LENGTHS WITH ONE LENGTH INSTALLED ON EACH SIDE OF THE EXISTING RAFTER. THE TWO SEPARATE LENGTHS SHALL OVERLAP A MINIMUM DISTANCE OF 3'-0". ALL OTHER REQUIREMENTS OF THE DETAIL ABOVE APPLY. 4. RETROFIT REQUIRED @ ROOF AREAS SUPPORTING SOLAR PANELS ONLY, U.N.O. IN LETTER. 0; p_ L1cF2 o S v.0 SUMS`•F4 56167 01/24/2020 e; G G%ry °� A A-4l5lor n9 VECTOR E fl G 1 rl E E R S PROJECT: Rascon, Joann Residence JOB NO.: U2339.0601.201 SUBJECT: WIND PRESSURE Com onents and Cladding Wind Calculations Label: ISolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 125 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 0:5 27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.9 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: p = q, G(p)— GCI,I Equation 30.9-1 Zone 1, p [psf]: 26.0 psf (1.0 W, Interior Zones*) Zone 2, p [psf]: 49.1 psf (1.0 W, End Zones*) Zone 3, p [psf]: 75.0 psf (1.0 W, Corner Zones* within a) (a= 3 ft) v` TOR E n G I n E E R S PROJECT: Rascon, Joann Residence Lag Screw Connection JOB NO.: U2339.0601.201 SUBJECT: CONNECTION Capacity: Demand: 29.4 4.0 Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. T2ib. Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [Ibs/in]: 205 NDS Table 12.2A 1 15.6 4.0 11.0 171 Number of Screws: 1 2 Prying Coefficient: L 1.4 Total Capacity [lbs]: 586 Demand< Capacity 3 45.0 4.0 11.0 495 CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). 29.4 4.0 11.0 324 CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). y TO R E n G I n E E R S PROJECT: Rascon, Joann Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD (D Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc ROOF LIVE LOAD (L JOB NO.: U2339.0601.201 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.1 3.2 1.0 15 3.0 psf 0.0 psf 0.0 psf 0.0 psf DL 6 psf PV Array DL 3 psf 1.04 2.0 psf 1.04 1.0 psf Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pm [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 3.2 3.2 15 15 30 30 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 21 21 0 0 No No Figure 7-2b Figure 7-2b 1.00 1.00 21 21 21 21 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 ASCE 7-10, Section 7.4 ASCE 7-10, Section 7.4 ASCE 7-10, Figure 7-2 A ASCE 7-1fCforl4V U) Q W Co t!- U W Co O- N O CO O O M M N O Z Co O Q) 0 Q- O H ` N_COCO (n N * N it a) o — Ll LL d d (D iCoU) PTE # PLIES �N � N N m O O J M C'7 U J z r g Q o U wQ LOU-) � U U D CRITERIA "BM/HDR" Q) 0 Q- O H ` N_COCO (n N * N it a) Co Co Ll LL d d (D iCoU) PTE # PLIES C Co -� LZ J fl C N 0 -J � w React (A, B) c 0E CU 0 d J LL -O O 0 Q Cn J Q 'O Q) Q J J cu. -0 L O o• L }^+ LL � 4- O Q O J J J OIO Co Co L() Ln LO LO L B m a' a) Ed.L/) KuBlack HIGH EFFICIENCY MONO PERC MODULE CS3K-310 1 315 1 320 325MS (1000 V / 1500 V) MORE POWER 11 1 Low power loss in cell connection Low NMOT: 42 t 3 °C Low temperature coefficient (Pmax): -0.37 % / °C IN: Better shading tolerance MORE RELIABLE �� CanadianSolar 25 linear power output warranty years 10 product warranty on materials and nd workmanship MANAGEMENT SYSTEM CERTIFICATES ISO 9001:2015 / Quality management system ISO 14001:2015 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety co PRODUCT CERTIFICATES* Minimizes micro -cracks IEC 61215 / IEC 61730: VDE / CE / MCS / CEC AU UL 1703 / IEC 61215 performance: CEC listed (US) / FSEC (US Florida) UL 1703: CSA / IEC61701 ED2: VDE / IEC62716: VIDE Take -e -way �- Lower hot spot temperature e C p �f�us \ �`` BBA✓ *We can provide this product with special BOM specifically certified with salt mist and ammonia yp { Heavy snow load up to 6000 Pa, tests. Please talk to our local technical sales representatives to get your customized solutions. ® wind load up to 4000 Pa* ................................ . CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. No. 1 module supplier for quality and performance/price ratio in IHS Module Customer Insight Survey. Asa leading PV project developer and manufacturer of solar modules with over 30 GW deployed around the world since 2001. Ok * For detailed information, please refer to the Installation Manual. G ' ............tp ............................................................................................................................................................................................................... ...... .5... ............ LAR INC. e 5451 peedvateOAvenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.c �j��J\S01 gv ENGINEERING DRAWING (mm) Rear View ELECTRICAL DATA I STC* Frame Cross Section A -A 35 1 Mounting Hole KuBlack CS3K 31OMS I 315MS 1 320MS 325MS Nominal Max. Power (Pmax) 310 W 315 W F320 W 325 W Opt. Operating Voltage (Vmp) 32.9 V 33.1 V 33.3 V 33.5 V Opt. Operating Current (Imp) 9.43 A 9.52 A 9.61 A 9.71 A Open Circuit Voltage (Voc) 39.7 V 39.9 V 40.1 V 40.3 V Short Circuit Current (Isc) 9.98 A 10.06A 10.14A 10.22 A Module Efficiency 18.66% 18.96% 19.26% 19.56% Operating Temperature -401C - +85°C Connector Max. System Voltage 1500V (IEC/UL) or 1000V (IEC/UL) TYPE 3 / Type 13 (UL 1703) Module Fire Performance or CLASS A (IEC61730) Max. Series Fuse Rating 30A Application Classification Class Power Tolerance 0 - + 5 W *Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell temperature of25°C. ELECTRICAL DATA I NMOT* YC 800 W/m' KuBlack CS3K 31OMS 315MS 320MS 325MS Nominal Max. Power (Pmax) 230W 234 W 238 W 242 W Opt. Operating Voltage (Vmp) 30.4 V 30.6 V 30.8 V 31.0 V Opt. Operating Current (Imp) 7.58 A 7.66 A 7.73 A 7.81 A Open Circuit Voltage (Voc) 37.2 V 37.4 V 37.6 V 37.8 V Short Circuit Current (Isc) 8.05 A 8.12 A 8.18 A 8.24 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m' , spectrum AM 1.S, ambient temperature 20°C, wind speed 1 m/s. (Including Connector) (11.0 in) (-); landscape: 1160 mm (45.7 in)* * The specifications and key features contained in this datasheet may deviate slightly from our actual products due to the on-going innovation and product enhancement. Canadian Solar Inc. reserves the right to make necessary adjustments to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. KuBlack CS3K-315MS / I-V CURVES 10 9 8 7 6 5 4 3 2 1 A A 5 10 15 20 25 30 35 40 45 5 10 15 20 25 30 35 40 45 50 v 1000W /m' YC 800 W/m' 25-C 600 W/m' 45°C 400 W/m2 65-C 200 W/m2 1675 X 992 X 35 mm MECHANICAL DATA Specification Data Cell Type Mono crystalline Cell Arrangement 120 [2 X (10 X 6) ] 1675 X 992 X 35 mm Dimensions (65.9 X 39.1 X 1.38 in) Weight 18.54 (40.8 lbs) Front Cover 3.2 mm tempered glass Frame Anodized aluminium alloy J -Box IP68, 3 bypass diodes Cable 4.0 mm2 (IEC), 12 AWG (UL), Cable Length Portrait: 400 mm (15.7 in) (+) / 280 mm (Including Connector) (11.0 in) (-); landscape: 1160 mm (45.7 in)* Connector T4 series Per Pallet 30 pieces Per Container (40' HQ)840 pieces * For detailed information, please contact your local Canadian Solar sales and technical representatives. TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax) -0.37 %/ °C Temperature Coefficient (Voc) -0.29 % / *C Temperature Coefficient (Isc) 0.05 % / °C Nominal Module Operating Temperature 42±3°C PARTNER SECTION CANADIAN SOLAR INC. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiz Feb. 2019. All rights reserved, PV Module Product Datasheet V5.583 EN Power Optirnizer For North America P320 / P340 / P370 / P400 / P405 / P505 25 YEAR WARRANTY PV power optimization at the module -level Specifically designed to work with SolarEdge inverters I Up to 25% more energy / Superior efficiency (99.5%) I Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading ® Flexible system design for maximum space utilization solaredge.com / Fast installation with a single bolt N M 70 Next generation maintenance with module - level monitoring 1 Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) / Module -level voltage shutdown f q4gtaller and firefighter safety W Ftid9�AGb �i solar -.. / Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 Rated Input DC Power" 320 1 340 370 400 405 505 W Absolute Maximum Input x 1S3 x 33.5 / 129 x 159 x 49.5 / 5.1x6x1.3 5.1 x6.3 x1.9 60 I 85 I Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER INVERTER OFF) ,.It 48 60 80 12S� U- Vdc (Voc at lowest temperature) MC41' EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety MEET Operating Range 8-48 8-60 8-80 12.5 -105 12.5 -87 Vdc Maximum Short Circuit Current 11 10.1 14 Adc (Isc) m / ft Operating Temperature Range(" Maximum DC Input Current 13.75 I 12.S 17.5 Adc Maximum Efficiency 99.5 W.inhtcd rt6riAnn, 1 98.6 OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage x 1S3 x 33.5 / 129 x 159 x 49.5 / 5.1x6x1.3 5.1 x6.3 x1.9 60 I 85 I Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER INVERTER OFF) DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE Safety Output Voltage per Power Optimizer 1064/2.3 1± 0.1 Vdc STANDARD COMPLIANCE MC41' EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0 , UV Resistant ROHS Yes INSTALLATION SPECIFICATIONS Output Wire Length Maximum Allowed System 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions129 (WxLxH) 129x153x27.5/5.1x6x1.1 x 1S3 x 33.5 / 129 x 159 x 49.5 / 5.1x6x1.3 5.1 x6.3 x1.9 129 x 162 x 59 / 5.1x6.4x2.3 mm/in Weight (including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 gr / Ib Input Connector MC401 SinglC401141 MC41' Input Wire Length 0.16 / 1 m / tt Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 0.9 / 2.95 1.2/3.9 m / ft Operating Temperature Range(" -40 - +8S / -40 - +185 °C / °F Protection Rating IP68 / NEMA6P Relative Humidity 0-100 % "i Rated power of the module at STC will not exceed the optimizer 'Rated Input DC Power". Modules with up to +5% power tolerance are allowed NEC 2017 requires max input voltage be not more than 80V For other connector types please contact SolarEdge "' For dual version for parallel connection of two modules use the P405. In the case of an odd number of PV modules in one string, installing one P40S dual version power optimizer " For ambient temperature above +85°C / +185°F power de -rating is applied. Refer to Power Optimizers Temperature De -Rating Technical Note for more details. Minimum String Length P320, P341 P370, P400 8 10 18 (Power Optimizers) P405 / P505 6 8 14 Maximum String Length 2S 25 501 (Power Optimizers) 5700 (6000 with Maximum Power per String SE7600-US - SE11400- 5250 6001 127501' a US) Parallel Strings of Different Lengths Yes ci For detailed string sizing information refer to: http://www.solaredge.conVsites/default/files/string-sizing na.pdf " It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string w A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement For SE14AKUS/SE43.21(U5: It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for SE43.2KUS) and when the maximum power difference between the strings is up to 1,000W 'In For SE30KUS/SE33.3KUS/SE66.6KUS/SE100KUS: It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter (3 strings per unit for SE66.6KUS/SE100KUS) and when the maximum power difference between the strings is up to 2,000W rLT O SolarEdge Technologies Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc cus Rl H S All other trademarks mentioned herein are trademarks of their respective owners. Date: 08/2019NO2/ENG NAM. Subject to change without notice. C\ 1 Intertek solar -.. Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE1000OH-US 0 solar,-[' ,..HD- e w. 0 a Q solar •..: 4 ti Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certified, for CPUC Rule 21 grid compliance Extremely small —High reliability without any electrolytic capacitors — Built-in module -level monitoring D — Outdoor and indoor installation Wlwave — Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) �v1s� www.solaredge.us so I a r' • • - Single Phase Inverter with HD Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE100001-1-1-IS ADDITIONAL FEATURES 1. Supported Communication Interfaces ........ RS485, Ethernet, 2i Bee (o tional ,Cellular (optional) g.......P......>.......... Revenue Grade Data, AN51 C12.20 SE3000H-US SE3800H-US I SE5000H-US SE6000H-US I SE760OH-US I SE1000OH-US OUTPUT Safety „ ................. UL1741, UL1741 SA, UL16998, CSAC22:2, Canadian AFCI according to T.I:L: M:07 ......... Grid Connection Standards IEEE1547 Rule 21 Rule 14 (HI� .................... . I .... ......... .................. Rated AC Power Output 30003800 @ 240V 3300,E 208V... 5000 6000 @ 240V 5000 208V, ................ ...... 7600 10000 VA Max. AC Power Output 3000 3800 @ 240V 6000 @ 240V 5000 7600 10000 VA .............. . 3300,ra 208V...................5000 .@ 208V. .................................. ......... ................................................. AC Output Volta&e Min. -Nom.- Max: (183 - 208: 229). 14-6 AWG ......... `� ....... .......:.................:........ .. Vac... ................ AC Output Voltage Min. -Nom: Max; (211:240:264) Dimensions with Safety Switch (HxWxD) ........ .............................. ......................................... `......... .......... I ..... .............. I... ..Vac... . AC Frequency (Nominal) .............. 59.3: 11.-.60:51) Hz Maximum Continuous Output Current 208V I...... I...,,. Maximum Continuous Output Current @240V ........ .... 12.5 ......... 16........1.. 21.......1.......25....... 3?.......�......,.42....... A.... GFDI Threshold Utility Monitoring, Islanding Protection, Country Yes Configurable Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 . ,.9300 ... 11800 15500 W Maximum DC Power @208V ...........I.. 5100 .........................................75 7750 ..... .......... .... ................ ......... ...................................................... Transformer less, Un rounded ...8... ............ .................................480 es ................................................. ..Vdc Maximum Input.VoltaBe .............................. ................. .............. ..................................................... ................................... ..... . .. .....ximu .... Nominal DC Input Volta&e .... ..Maximum 380 400 Vdc Input Current 208V ......................... ...... _..... 9 1 .. ..1......13:5...... .......................... ....... Maximum Input Current @240V 8.5 ...... 10:5 .......�.......: 13:5 16.5 20 27 Adc Max. Input Short Circuit Current Reverse -Polarity Protection ............. Ground Fault Isolation Detection 6Qq , Sensitivity ................. Maximum Inverter Efficient Y .............. 99 ... 99,?,,,,, , , .............................. .... .......................... CE C Wei hted Efficiency 99 ... �o.... ............................... Nighttime Power Consumption ................................................... < 2.5 W ADDITIONAL FEATURES 1. Supported Communication Interfaces ........ RS485, Ethernet, 2i Bee (o tional ,Cellular (optional) g.......P......>.......... Revenue Grade Data, AN51 C12.20 O tional121 .................. P................ .... ....... .. ............ Ra id Shutdown - NEC 2014 and 2017 690.1. Automatic Rapid Shutdown u on AC Grid Disconnect STANDARD COMPLIANCE Safety „ ................. UL1741, UL1741 SA, UL16998, CSAC22:2, Canadian AFCI according to T.I:L: M:07 ......... Grid Connection Standards IEEE1547 Rule 21 Rule 14 (HI� .................... . I .... ......... .................. ......... Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Ranke ................. 3/4.'.minimum . 20-4 AWG /20- .......................... . .......... 3�4"minimum DC Input Conduit Size / # of Strings / AWG Range 3/4" minimum / 1-2 strings/ 14-6 AWG / 1-3 strings / 14-6 AWG ......... ........................................................... ......................................................................................................... 21.3 x 14.6 in/ Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 450 x 370 x 174 x 7.3 / 540 x mm 370 x 185 Wei�htwithSafetySwitch22/10 „25,1/11:4 I 26:2/11 ............. ...38:8/17:6... Ib Noise < 25 <50 dBA.. . Cooling Natural Convection Natural convection Operating Temperature Range 13 to +140 / -25 to +60131 ( .40°F /: 40°C option)!4I „ `F -/-'C- ........................ Rating NEMA 3R (Inverter with Safety Switch) . . ......... ......... ir1 For other regional settings please contact SolarEdge support Revenue grade inverter P/N: SE—H-USOOONNC2 For power de -rating information refer to: https:H/-solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf 11-40 version P/N: SExxxxH-US000NNU4 X" BOLT LOCATION —\ 3/s" BOLT LOCATION PART # TABLE P/N DESCRIPTION LENGTH 320132M SM RAIL 132" MILL 132" 310132C SM RAIL 132" CLR 132" 320168M SM RAIL 168" MILL 168" 310168C SM RAIL 168" CLR 168" 320168D SM RAIL 168" DRK 168" 320208M SM RAIL 208" MILL 208" 310208C SM RAIL 208" CLR 208" 320240M SM RAIL 240" MILL 240" 310240C SM RAIL 240" CLR 240" 310240D SM RAIL 240" DRK 240" UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM g/6" PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: STANDARD RAIL REVISION DATE: 9/11/2017 did DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL a PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET BONDING SPLICE BAR 411 TYPICAL SPLICE BAR DETAIL JLLF DRILLING SS SCREWS INCLUDED TYPICAL EXPANSION JOINT DETAIL PART # TABLE P/N DESCRIPTION 303018C BND SPLICE BAR SERRATED CLR 303018D BND SPLICE BAR SERRATED DRK :e°UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING SPLICE BAR REVISION DATE: 9/27/2017 NOTE THAT ONLY 2 SCREWS ARE USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION. DRAWING NOT TO S 11 AR ALL DIMENSIONS CD NOMINAL 1! PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET PFAPW- DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Unirac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 87102-1545 Attn: Engineering Department, Re: Engineering Certification for Unirac's SolarMountTM Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountrm "Design & Engineering Guide: Flush - To -Roof Design" and the "Installation Guide", including Unirac's three rail types, Solarmount Light, Solarmount Rail and Solarmount HD. All information, data, and analysis contained within the D & E Guide and U -Builder are based on, and comply with the following: I. ASCE/SEI 7-10 — Minimum Design Loads for Buildings and other Structures Il. 2015 International Building Code (IBC) III. 2015 International Residential Code (IRC) IV. Steel Construction Manual, 13th Ed., American Institute of Steel Construction V. Aluminum Design Manual, The Aluminum Association, 2005 This certification excludes connections to the building structures and the effects on the building structure components. This letter certifies that the structural calculations contained within Unirac's SolarMount Design & Engineering Guide and U -Builder are in compliance with the above Codes. Please call if you have any questions or concerns. Sincerely, 7 f tq) Dr. Ildefonso " Al" Gonzalez, P.E. PhD Colorado #43996 DOTec Engineering, Inc. St. Charles, MO �6v,00 LlcF�s NSD C,� ,FO i 43996 U XV The Chris Young Building • 424 Jefferson St • Saint Charles, h10 63301, Telephone: (636) 724-987' • Facsimile: (636) 410-3334 wwN .DOTecEngineering.com CSA S. Group Certificate of Compliance Certificate: 70131735 (266909) \ Project: 70161436 Issued to: Unirac 1411 Broadway NE Albuquerque, New Mexico 87102 USA Attention: Klaus Nicolaedis Master Contract: 266909 Date Issued: 2017-12-06 The products listed below are eligible to bear the CSA Mark shown rIPA"o Issued by: M01, c P, Ycp-ff� C US Michael Hoffnagle PRODUCTS CLASS - C531302 - POWER SUPPLIES- PHOTOVOLTAICS --PV Racking CLASS - C531382 - POWER SUPPLIES- PHOTOVOLTAICS -PV Racking and clamping systems -Certified to US Standards Models: SM SOLARMOUNT Flush -to -Roof is an extruded aluminum rail PV racking system that is installed parallel to the roof in landscape or portrait orientations. The systems listed are designed to provide bonding/grounding, and mechanical stability for photovoltaic modules. The system is secured to the roof with the L -Foot components through the roofing material to building structure. Modules are secured to the racking system with stainless steel mid clamps and Aluminum end clamps. The modules are bonded to the racking system with the stainless steel bonding mid clamps with piercing points. The system is grounded with 10 AWG copper wire to bonding/grounding lugs. The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to include NEC 250 & 690. Local codes compliance is required, in addition to national codes. 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NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242,6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: PRO SERIES BONDING CLAMPS REVISION DATE: 10/26/2017 CD DRAWING NOT TO SC ALL DIMENSIONS ARE NOMINAL Q cam!) PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET PART # TABLE P/N DESCRIPTION 302027C SM BND MIDCLAMP BC SS 302027D SM BND MIDCLAMP BC DRK SS 302028C SM BND MIDCLAMP EF SS 302028D SM BND MIDCLAMP EF DRK SS 302029C SM BND MIDCLAMP DK SS 302029D SM BND MIDCLAMP DK DRK SS SHEET FOR BONDING END CLAMP REFER TO SHEET SM -P05 :i°UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW,UNIRAC.COM T7 77 0 X171 iT 112 15/16 1 16T E-'�REFvTO SM -P05 Ix BONDING SM MID CLAMP BONDING SM END CLAMP PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: 10/26/2017 DRAWING NOT TO SCALE Q ALL DIMENSIONS ARE .-i NOMINAL C:) Q PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET Product data sheet DU221 RB Characteristics SWITCH NOT FUSIBLE GD 240V 30A 2P NEMA3R Product availability : Stock - Normally stocked in distribution facility Price**: 177.00 USD Main 0 Product Single Throw Safety Switch a Current Rating 30 A t Certifications UL listed file E2875 0 Enclosure Rating NEMA 3R Disconnect Type Non -fusible disconnect switch o Factory Installed Neutral None Mounting Type m Surface y Number of Poles m 2 Electrical Connection E Lugs d Duty Rating General duty a Voltage Rating 240 V AC Wire Size m AWG 14 ... AWG 6 copper o AWG 12 ... AWG 6 aluminium o Complementary N_ U C m m Width 196.85 mm (7.75 in) N Height 244.60 mm (9.63 in) y M Depth 95.25 mm (3.75 in) c " Tightening torque 3.39 N.m (30 Ibf.in) 0.00...0.02 int (2.08 ... 13.3 mm2) AWG 14 ... AWG 6 U ro o WNNN Ordering and shipping details 'c `s Category 00106 - D & DU SW,NEMA3R, 30-200A E Discount Schedule DE1A o GTIN 00785901490340 Package weight(Lbs) 2.11 kg (4.65 Ib(US)) Returnability Yes v Lire is On Scwneider City of at Ridge Buil g Division 2 Life IsOn SCITeider Country of origin MX Offer Sustainability Sustainable offer status Green Premium product California proposition 65 WARNING: This product can expose you to chemicals including: Lead and lead compounds which is known to the State of California to cause Carcinogen & Reproductive harm. For more information go to www.p65warnings.ca.gov REACh Regulation REACh Declaration REACh free of SVHC Yes EU RoHS Directive Compliant EU RoHS Declaration Toxic heavy metal free Yes Mercury free Yes RoHS exemption information Yes China RoHS Regulation China RoHS declaration Pro -active China RoHS declaration (out of China RoHS legal scope) Environmental Disclosure Product Environmental Profile Circularity Profile No need of specific recycling operations Contractual warranty Warranty 18 months City of at Ridge Buil g Division 2 Life IsOn SCITeider Product data sheet DU221 RB Dimensions Drawings Approximate Dimensions 6.00 [1521 r 6.75 [, 72J 1 28 �- (37HOLES) A.9,C 4.50 KNOCKOUTS [114] 7.50 IN O A.BKN C ^1 10 0 A.B.C.D <NOCKCUIS A,B,C KNOCKOUTS 4.60 [117] NEMA TYPE 3R KNOCKOUTS SYMBOL A B C D CONDUIT SIZE .50 .75 1 1.25 U4801-XL-5T9 11200A 5T RL HD LVR OU M I LBANK' 784572288218 ENERGY AT WORK 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 Size: 4.844H x 13W x 19H 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 Jaw Quantity: 5 Terminal Bypass Type: Lever Bypass Number of Metered 1 Position Positions: Hub Opening: Small Closing Plate Line Side Wire Range: 6 AWG - 350 kcmil Load Side Wire Range: 6 AWG - 350 kcmil 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 o °)d\ /j ) § �j e7�gee »ct G czar 0 0 C\i \2§}2ya / JS> LL [ z } )<=ocu < E ) _ �� ■ O _ ,y:,.& 2\ r:1.# , ` ;§ �_20 .F. + - /){( \\§\ co m\\ E � , 4 L--------- -------------- Milbank Accessories Tap Connectors K4977 -EXT Specifications & Features • #6-350 kcmil connectors with 100 amp #12-1/0 tap. • Replaces the existing slide -in nut assembly on Milbank 200 amp sockets and allows for up to 100 amp tap connection in addition to the #6-350 kcmil connectors. • Connectors designed for either line -side or load -side installation. • Available with both internal and external hex set screws. • Ideal for line -side connection when incorporating renewable energy net metering that utilizes two meters. • Also perfect for load -side 100 amp feeds to outdoor lighting, water well pumps, hot tubs, outbuildings, whole house surge suppressors and swimming pools. • Contact Milbank for additional applications and details. Tap Connectors Utility requirements for this equipment may vary. Always consult the serving utility for their requirements before ordering or installing equipment. Z" -Q or L B 0, is di�9 �a o I oil MILBANK` ENERGY AT WORK Milbank Manufacturing 1 4801 Deramus Ave., Kansas City, MO 64120 1 877.483.5314 1 milbankworks.com TAPCONN 6/13 0 0) 91 (6 !v Design Criteria Building Information Electricity Usage AHJ Wheatridge NEC Main Busbar 2017 IBC 1 2012 Snow S Array azimuth 30 psf Wind (3s) 15 Degrees 125 mph Exposure E Array azimuth c ASHRAE Extreme Min n/a Degrees -25 °C ASHRAE 2% High W Array azimuth 34 °C AHJ Set Backs n/a Degrees W Array Shading Ridge n/a in Roof Edge n/a in Valley n/a in Hip n/a in Rail Length (ft) 167.8 T'7 4'.0W. 33RD AVE System Specificaitons Building Information Electricity Usage 4,692 1 kWh/year Main Breaker 200 A Main Busbar 200 A Building Stories 1 Roof Type Comp. Shingle S Array azimuth 177 1 Degrees SArray Tilt 15 Degrees S Array Shading 4 % E Array azimuth n/a Degrees E Array Tilt n/a Degrees E Array Shading n/a % W Array azimuth n/a Degrees W Array Tilt n/a Degrees W Array Shading n/a % System Specificaitons System Type Grid -tied DC Size 3.15 KW DC AC Size 3 KW AC Module QTY 10 Optimzer QTY 10 Estimitaed output 1 4,213 KWh/year Array Area 178.9 1 Sq.Ft. N E heat l/' C Co+NAflJPt17Y DEVEIpPAtENT APPROVED P---5 Reviewed for Code Compliance SECTOR IAe�r�s�.I�trw��I� PARK BLV.. STS. 101 DRAPEg ,(/TAH 84020 Mrs✓fly.`P"_'fY'..gS�l�w.�w.fp+^�!e'2e1����!/01�t_. Codes.,, -- ".-fNK ftbrlrllM��twit - Eric Sumsion a"Tri ­'' o � -NE (EO l) 990- 7 775 WWW.VECTOftSE.COM �Klo o VSE Project Number: U2339-0601-201 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. Approval Notes: 1) PV array system to have grounding system installed per Part III of Article 250 per 2017 NEC Art.690.47(A) 2) If LIFER ground is not available provide or verify supplemental ground rods per 2017 NEC Art.250.104(B) 3) Natural Gas piping to be bonded per 2017 NEC Art. 250.104(B). Building Structural Info FV System Structural Info System Com onents System Weight Ae KegPVMeter rt Manufacturer Canadian Solar Catalog# CS3K-315MS QTY 10 Aer Total (lbs) SolarEd e P320 10 Br_ Modules SolarEd e SE3000H-US 1 Cc Max Attachment Spacing (in.) 5 uare D DU221RB 1 Dr Distributed Weight (lbs/sq.ft) 2.6 Milbank U4801-XL-ST9 1 Enel 0.728 67.8 49.35 Max allowed cantilever (in.) 15.8 Rafter Spacing (in. oc) 24 Fter UNIRAC SM Standard Rail B Total (lbs) 1 Rail Length (ft) 167.8 Building Structural Info FV System Structural Info System Weight Structural Calculations Building Stories 1 Attachment Type EcoFasten -Green Fasten GF1 Component Weight (lbs) QTY Total (lbs) Array Area (sq.ft.) 178.9 Roof Type Comp. Shingle # of Attachments 24 Modules 40.8 10 408 Weight per Attachment (lbs.) 19.6 Number of Layers 1 Max Attachment Spacing (in.) 48 Optimzers 1.4 10 14 Distributed Weight (lbs/sq.ft) 2.6 Rafter Size 2X6 Module Overhang (in) 6"-14" Rail 0.728 67.8 49.35 Max allowed cantilever (in.) 15.8 Rafter Spacing (in. oc) 24 Rail Type UNIRAC SM Standard Rail B Total (lbs) 471.3584 Rail Length (ft) 167.8 GRIL ALTERNATIVE C. ' ­d. - Grid Alternatives Colorado 1120 W. 12th Ave. Denver, CO 80204 CC) y o o 7� r~ U ;-4 +t"+ 'd s O v�¢3Uw Structural ISSUE um, h)-: Codey Fredenhagen um,m on: 11/12/2019 Rale: REVISIONS MM/DD/YY REMARKS 2.--L—L- 3 5 / / / / E sxbvAju AA/aa/wla SNOISIAHN alcay 6Toz/z1/T1 uo8equopa�3 depot afISSI IE7I.13Ja13( Poo V��41n�O bOZ08 OJ 'Janua(I DAV 4;ZT'M OZTT opeJolo] S0A!1euJally pug S3A I o, ' 8311 V, aIi `^) 133x Avinn iae •,,.° 8 4 6 X n/E 5 ZT00'O ... u u ,. o Z X o ¢ O .r �+ �! .X uV n�* roCIO 031373NN03 W315AS71tl1lOAOlOHd n/L 031O3NNOOW31SAS3&0313WOS (� Nollndov }. 133x A1�Pdn ,ad 3AV 02J£E M 968L •. ,. •. ObZ VL1DA Ol0 IVSdO likl N 1]3NN0]SIa ]V Ad SZT 3tltl13LM1fI0�V031Vtl „Z X ub �. y cn (D f f . 1H911NOS N1 o3Z1%13N3 3ti - AWaV3H1N1HWMSb013naNQ3-!. 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Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 26,041.00 FEES Total Valuation 0.00 Use Tax 546.86 Permit Fee 465.05 ** TOTAL ** 1,011.91 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer&4E-s 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. �) 0) Occupant/yType Mb01k 3S`4AVe_/1NSPECT1ON RECORD 47f= INSPECTION REQUEST LINE: (303) 234-5933�� Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service Plumbing C) Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof C) °t — 7_Z_-7 7 Y e :.- Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof rl All = Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage )y the Building Division. **For Inspection Time Window — Please email insptimerequest@Ci.Wheatridge.Co.US by 8:00 A.M. the morning of the `nspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 (nspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �f? Inspection Type: '" - (9 r _ Job Address: % � / [Al 5 Permit Number: Z 0/70 4/ Z/ �__IVo one available for inspection:_ Time Re -Inspection required: Yes l r When corrections have been made, call � Date:-(5— ate: —`- i G `;� % Inspector AM/,PM DO NOT REMOVE THIS NOTICE z A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /j -T-0 Job Address: '78-©K' 0/ Permit Number: Z_ 0/70/ yo), IJNo one available for inspection: Times ,1 -J Re -Inspection required: Yes When correc ions havle been made, call for re -inspection at MZ -234-5933. Date. f�I Ins ector: "'1-;t p DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701421 PERMIT NO: 201701421 ISSUED: 06/02/2017 JOB ADDRESS: 7846 W 33rd AVE EXPIRES: 06/02/2018 JOB DESCRIPTION: Remove existing roof and install ice & water shield, synthetic felt; GAF Timberline shingles - 51 squares *** CONTACTS *** OWNER (303)908-8530 RASCON JULIAN JANE SUB Ken Fehr & Jim Barnett 170249 Mile High Const. Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 26,041.00 FEES Total Valuation 0.00 Use Tax 546.86 Permit Fee 465.05 ** TOTAL ** 1,011.91 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€1Ms 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701421 PERMIT NO: 201701421 ISSUED: 06/02/2017 JOB ADDRESS: 7846 W 33rd AVE EXPIRES: 06/02/2018 JOB DESCRIPTION: Remove existing roof and install .ice & water shield, synthetic felt; GAF Timberline shingles - 51 squares 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 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. =rol Signature of OWNER or ")CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of ff 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 permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official ate REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of 9 rWheat�iclge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Pennit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "* Property Address: ?,0-/(, tJ33`e-s d -l, -e.._ Co e'V 3 5 Property Owner (please print): ITIOAInJI-J 4 5 co') Phone: 3cc> 8,5-3c) Property Owner Email: ���� — ✓�i4Scx oU Ca �,�, : ����� Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: ArchitectlEngineer E-mail: Phone: Contractor: �''� �. t �Cx� s pet-) C__ Contractors City License #: l b �� Phone: ?,03 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # ✓ 1,14 , C� 4 V(_ Clc__� Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL [3 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) _ Sq. Ft./LF Amps Btu's Squares 51 Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ -Z.�-,vyl, Co 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. CIRCLE ONE: PRINT NAME: (OWNER) (CPNTRACTOA�1 3-1 o BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: r ZONING COMMMENTS: Reviewer: (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) SIGNATURE: �fiG��'/LG`r=l DATE: /2 /� 7 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORDS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ® Not Required TYPE OF CONSTRUCTION. SPRINKLERED: OCCUPANTLOAD: Building Division Valuation: $ M����Wgc (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) zz C> 1.: tj6kf� t t 4 C191 A m t&%Ar-mrj RID GEVIEW ESTATES SUBDIVISION I.Roiph 8 Greenfield, on ofform of low oil)- licensed YC to practice before Courts of Record a oforodo do hereby Certify that I hove e)komimed the title Of oil fonds herein detitcoted upon the with�ft Plot as 0 Pub wa y and fhcl title to such lands is in the dedicator% (I'Att Qmd clear Of a ll li and encum bronces. SURVEYOPS CERTIFICATE pt T tos,IMEERING Fi T Approved bytheJefferSonCOV0 PIQMmTAiCOmm's"'On 1953. Accepted for filimq in the Off I, o r th Cj and Re - � - 63 corder of Jefferson CourfY this —doyOf::��� 4 C LE A SUSDIVISION OF A PORTION OF THE SOUTHEAST I II OF THE SOU T i4WEST' OF SECT 26, TOWNSHIP 3 SOUTH RANGE 69 WEST. JEFFERSON COUNTY, COLORADQ 5 A'R D'-' 'N J ..... ......... A MW 1/4 14 t I;— 14WV4 west 32nd A E Ry c F M C I C..W of T3S R40W fi m r Ca !M THIS _n S%79ctvts40" N 14WV4 west 32nd A E Ry c F M C I C..W of T3S R40W fi m r i ;c] buippnq abp j suoijoaAsul piaij of loefqnS AdV Ex "ST I P"t f - Rc>0F �l ?",C-7 tFX Gat , 4CRtFT — -Z— / MR. 15 HEVI ) V-e- 4, 1A t Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. [I AvE7, ROOF ' N44 �7 eLr ( : ey A i I 10 . � M1; .MY,`ryµ" }( � ':g$.s a 'l i .I M nr i 2.J Sk SCALE: APPROVED BY: A BY R E DATE: RE V ISED 78 84 (o uJ, 33 �'D P�vt:. 1� E 1 E "-6 DRAWING NUMBER Demoli TOT V1 , Note; Owner LS Lng proeprty lines and W Wheat of ileatI i Date: NT COMMUNITY DEVELOPME Plan # Building & Inspection Services Division Permit # +`+ 7500 W. 29 Ave., Wheat Ridge, CO 80033 I Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Property Adsiress i * 78 f C o 0 -3 � A v e - Property Owner lease print) 303 7 P Y (p p ) �Dta �l to 0.5 G o to Phone: L 4 31 — ( e �b Mailing Address: (if different than property address) Address: 7941 1/3 , � P-p ( City State zip: ORC }1 I't RS E. t Cc) 6 C ®33 Coiii actR: tit o Nt Contractors City License #: Phone: RMM�LA4LMrj 5. Electrical: Plumbing: Mechanical: City License # City License # City License # ) Contract Value: $ 27x37 -- Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed . by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal . owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: — ✓ A SIGNATURE: 0, 4� DATE: 7 - Z 4 -) 0 Bldg Valuation: $ I