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From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Roofing permit Application Date: Friday, December 10, 20219:56:43 AM Roofing Permit Application THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Residential Commercial or Residential? How many dwelling Single Family Home, More than 4 units - Select Commercial units are on the property? PROPERTY INFORMATION Property Address 14 Hillside Drive, Wheat Ridge, CO, 80215 Property Owner Name MICHAEL HARN ISH Property Owner Phone (303) 828-6253 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email bgharnish@comcast.net Address Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Denver Roof Pros LLC Name Contractor's License 40160 Number Contractor Phone 303-718-1132 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email denverroofprosllc@gmail.com Address Retype Contractor Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" denverroofprosl Ic@g mail. com DESCRIPTION OF WORK TOTAL SQUARES of 39 the entire scope of wo rk: Project Value (contract $19,678.99 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or roof, pitched roof, or greater) both? (check all that apply) What is the pitch of the 2 FLAT roof? How many squares are 2 part of the FLAT roof? Describe the roofing Mod Bitumen material for the FLAT roof: Type of material for the Rolled FLAT roof: What is the specific 5 pitch of the PITCHED roof? How many squares are 36 part of the PITCHED roof? Describe the roofing Asphalt Shinges materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Main Structure 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. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been 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 DENVER ROOF PROS LLC Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge E -Res. Boiler Replacement PERMIT - 202100440 PERMIT NO: 202100440 ISSUED: 03/05/2021 JOB ADDRESS: 14 Hillside Dr EXPIRES: 03/05/2022 JOB DESCRIPTION: Replace 155K BTU, 95% eff. gas boiler in basement *** CONTACTS *** OWNER ( 3 0 3) 725-7446 HARN I S H MICHAEL J SUB (303)522-9597 ROB FLING 170036 QUALITY WEST HEATING & COOLING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,326.00 FEES Boiler Replacement 40.00 Total Valuation 0.00 Use Tax 405.85 ** TOTAL ** 445.85 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Boiler Replacement PERMIT - 202100440 202100440 ISSUED: 03/05/2021 14 Hillside Dr EXPIRES: 03/05/2022 Replace 155K BTU, 95% eff. gas boiler in basement I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/05/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Furnace/Boiler Replacement Permit Application Date: Friday, March 5, 20212:31:21 PM Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. 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 a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 14 Hillside Drive Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Gloria Harnish 303-725-7446 bgharnish@gmail.com CONTRACTOR INFORMATION Contractor Business Quality West Heating & Cooling Name Contractor's License 170036 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-522-9597 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email office@qualitywestservices.com Address Retype Contractor office@qualitywestservices.com Email Address DESCRIPTION OF WORK What type of unit is Boiler being installed? Number of BTUs 155000 What is the efficiency 95 (%) of the unit? Is the unit GAS or gas ELECTRIC? Where is the furnace or basement boiler located (for example, basement, crawlspace, etc)? Project Value (contract 19326 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. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. 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 Rob Fling Permit Email not displaying correctly? View it in your browser. Cityofof Wheat Ridge Residential Solar PERMIT - 202000637 PERMIT NO: 202000637 ISSUED: 04/14/2020 JOB ADDRESS: 14 Hillside Dr EXPIRES: 04/14/2021 JOB DESCRIPTION: Install 10.875 kw Tesla solar roof; 40 squares, 186 panels *** CONTACTS *** OWNER (303)828-6253 SUB (888)765-2489 GC (888)765-2489 HARNISH MICHAEL J JARED A MILLER JARED A MILLER 110035 TESLA ENERGY 110035 TESLA ENERGY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 55,867.00 FEES Total Valuation 0.00 Plan Review Fee 505.60 Use Tax 1,173.21 Permit Fee 777.85 ** TOTAL ** 2,456.66 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. IV � It , City of Wheat Ridge Residential Solar PERMIT - 202000637 PERMIT NO: 202000637 ISSUED: 04/14/2020 JOB ADDRESS: 14 Hillside Dr EXPIRES: 04/14/2021 JOB DESCRIPTION: Install 10.875 kw Tesla solar roof; 40 squares, 186 panels 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 further attest that I am legally authorized to include al i entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 anmanner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holdy er 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 agyordinance or ipplation 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. I I, City of Wheatl*dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2W Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax 303-237-8929 Inspection Line: 303-2345933 Email: vermitsAci.wheahidae.co.us FOR OFFICE USE ONLY Date: Plane ermit# Plan Review Fee: Building Permit Application Complete all applicable highlighted areas on both sides of this forth. Incomplete applications may not be processed. " Properly Address: 14 Hillside Dr, Wheatridge, CO 80215 Property Owner (please phnt): Gloria Harnish Phone: 303-725-7446 Property Owner Email: ionathan.mottern0comnass.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Same as above Architect/Enginser E-mail: Tesla Energy Operations Inc. City of Wheat Ridge License #: 110035 Contractor Email address: ti brown@tesla.com For Plan Review Questions & Comments (please print): Phone: Phone: 303-474-5480 CONTACT NAME (please print): Tim Brown Phone: 303-474-5480 CONTACT EMAIL(p/easeptint):tibrown@tesla.com Sub Contractore (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Elecbicel: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # 011ier City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL ❑✓ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Install a 10.875 KW Tesla Solar Roof Sq. FULF BTUs Gallons Amps Squares 40 For Solar: 1 0.875Kw 186 # 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) $ 557867 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) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Si nature first and last name): �� DATE: 4/1/2020 Printed Name: Tim Brown DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Randy Slusser 4/6/2020 PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: $55,867 OK Conditions of Approval: 1. UL ER491360-03 Report shall be T = 5 L R followed for installation. 2. Mid -roof inspection required. 3. Precon - Meeting required 202000637 SOLARGLASS ON SITE PLANS FREQUENTLY ASKED QUESTIONS MUST BE ON SITE FOR INSPECTION ALL Proiacts are FOR BUILDING AND FIRE OFFICIALS $u6iect to Field Inspections City of W heat Riddge AUNITY DEVELOPMENT APPROVED SOLARGLASS OVERVIEW Solarglass combines roofing and photovoltaics (PV) into one product. As shown in the cover photo, it is different from other products that integrate photovoltaic roofing with existing roofing. Solarglass replaces all existing roofing with materials that allow the roof to produce electricity. The roofing components are tested to standards specific to roofing, including fire, wind, rain, and impact resistance. Likewise, the PV and electrical components are tested to applicable standards, including fire, electrical, mechanical, and rapid shutdown. A complete list of certifications for each part may be found under System Certifications. Certificates of Compliance may be found at the end of this document. We would like to answer any questions you have. Please feel free to email codecompliance@tesla.com. city of Wheat Ridge T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 2 SYSTEM CERTIFICATIONS Q: TO WHAT STANDARDS HAS SOLARGLASS BEEN EVALUATED? A: Because Solarglass must perform as both a roof covering and a solar array, it has been tested to standards that apply to each. The table under System Certifications shows those standards, and where applicable, the rating each component has achieved. UL 61730 for PV Modules , C44'a UL 790 for Roof Fire Classification (Class A rated) I Wheat Ridge ASTM D3161 for Wind Resistance of Steep Slope Roofing (Class F rated) TAS 100 for Wind -driven Rain COMPONENT PART # PV MODULE FIRE ROOF WIND RESISTANCE WIND DRIVEN RAIN SRDTH SAFETY CLASSIFICATION SR-BJMINI PV MODULE SR60T1 UL 703 SRNFT1/6 SR-BJ2X SRNFT1/3 UL 790 ASTM D3161 UL 61730 SR-BJ3X TAS 100 SRNFT1/2 Class A Class F ROOFING MODULE RAPID SHUTDOWN Delta RSS-600 NEC Article 690.12 DEVICE SRNFT2/3 NEMA3R SRNFT5/6 UL 1741 PASS THROUGH BOX SRPTB-4 SRNFTI FOOTLAP SR-FOOTLAP UL 790 ASTM D3161 TAS 100 Class A Class F FOOT WITH SUPPORT SR-FOOTSUP UL 9703 for Distributed Generation Wiring Harnesses UL 1741 for Interconnection System Equipment with Distributed Energy Resources COMPONENT PART It WIRING HARNESSES SYSTEM EQUIPMENT OTHER DIODE HARNESS SRDTH SR-BJMINI UL 703 SR-BJ2X JUMPER SR-BJ3X SR-BJ4X RAPID SHUTDOWN Delta RSS-600 NEC Article 690.12 DEVICE 1-1 NEMA3R UL 1741 PASS THROUGH BOX SRPTB-4 Q: TO WHAT BUILDING CODES DOES SOLARGLASS COMPLY? A: Solarglass complies with the applicable sections of IBC, IRC, IFC, NFPA 70 (NEC), and NFPA 1 (FIRE CODE) when installed in accordance with the installation instructions. T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 3 FREQUENTLY ASKED QUESTIONS Q: DOES EVERY PART OF THE ROOF COVERING MAKE ELECTRICITY? A: No. While much of the roof is made up of PV Modules, parts of the roof are covered with Roofing Modules or other typical roof details that do not produce electricity. SAMPLE MOUNTING PLANE Q: IS SOLARGLASS A TILE OR A SHINGLE? A: While Solarglass has an appearance similar to both tiles and shingles, it is unique. Atypical Solarglass Module consists of a factory -built assembly with integral fasteners. Accordingly, resistance to wind loads has been evaluated through multiple test methods applicable to both roof covering types as well as PV mounting methods, including UL 1897, ASTM D3161 and UL 61730 (Mechanical). PV MODULE ROOFING MODULES T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 9e :on FREQUENTLY ASKED QUESTIONS, CONTINUED Q: HOW IS SOLARGLASS ATTACHED? A: Each PV Module and Roofing Module is secured with traditional fasteners and recloseable fasteners. This attachment method has been evaluated to requirements in UL 1897, ASTM D3161 and UL 61730 (Mechanical). Q: HOW MUCH DOES SOLARGLASS WEIGH? A: Solarglass's complete assembly weighs approximately 3.4 psf for textured tile. These figures include all elements above the roof sheathing, including underlayment and roof covering components. Q: WHAT IS THE MAXIMUM WIND SPEED THAT SOLARGLASS CAN WITHSTAND? Solarglass [Roof] is rated "Class F", the highest attainable wind rating under ASTM D 3161. Refer to IRC 2015 Section R905.16.7, IRC 2018 Section R905.16.6, IBC 2015 Section 1507.17.8, and/or IBC 2018 Section 1507.17.8; for applicability of wind ratings. Q: IS SOLARGLASS CERTIFIED CLASS "A" UNDER UL 790? A: Yes. The roof assembly (including the PV Modules, Roofing Modules, and underlayment) have been evaluated to the requirements of UL 790 and has a Class "A" fire rating when installed in accordance with the installation instructions. Q: CAN SOLARGLASS BE INSTALLED IN A HIGH FIRE HAZARD SEVERITY ZONE (HFHSZ) OR WILDLAND- URBAN INTERFACE (WUI)? A: Yes. Solarglass has a UL 790 Class A fire rating and complies with the applicable sections of IRC and IWUIC for installation in areas of elevated fire risk when installed according to the manufacturer's instructions using code -compliant flashings and accessory components. city Of Wheat Ridge T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 5 FREQUENTLY ASKED QUESTIONS, CONTINUED Q: DOES SOLARGLASS COMPLY WITH THE "COOL ROOF" RATING REQUIREMENTS OF CALIFORNIA TITLE 24? A: Yes. Solarglass complies with the 2016 CEC Building Energy Efficiency requirements of Section 150.2(b)1 I (a) (sometimes called the "cool roof' requirement) through its incorporation of an airspace between the roof deck and roof covering. Q: CAN YOU WALK ON SOLARGLASS? A: Yes. Solarglass is engineered to safely withstand applicable live loads required by the building code for steep slope applications. However, to ensure safety and maintain maximum roof life, walking should be avoided except by first responders and trained Solarglass installation professionals. This is a common recommendation for other high-end roof types, including slate, clay, concrete, and composite tile products. Q: HOW IS SOLARGLASS WIRED? IS IT DIFFERENT FROM TYPICAL PV INSTALLATIONS? A: Solarglass wiring is similar in most respects to traditional PV systems. It uses the same industry standard, UL -certified wire and PV connectors to combine modules in series strings. UL certified wiring harnesses, called Diode Harnesses, aggregate series -connected PV Modules. The combined circuits exit the roof via a listed assembly, called the Pass Through Box, to listed rapid shutdown devices. The strings then connect to a conventional DC -AC inverter. The wire routing and installation methods of the system have also been evaluated by UL. Q: HOW MUCH VOLTAGE AND CURRENT ARE PRODUCED BY A SOLARGLASS PV MODULE? A: One PV Module produces about 10.99 Volts and 5.32 Amps with a nominal power output of approximately 58 Watts. CRY of Wheat Ridge T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKEL FREQUENTLY ASKED QUESTIONS, CONTINUED O: WHAT IS THE FUNCTION OF THE DIODE HARNESS? A: The Diode Harness is a UL listed, pre -manufactured cable assembly that connects PV Modules together in series and provides shading protection. In traditional solar panels, bypass diodes are housed in junction boxes on the back of each module. In Solarglass, the bypass diodes are in the Diode Harness. Under partially shaded conditions, the diode diverts current away from the shaded PV Modules. The diode also diverts current if a connector opens in the series. O Diode O Housing Diode MC4 Housing Connector i 1 i i i i i i i MC4 Connector O: WHAT IS THE MAXIMUM VOLTAGE AND CURRENT PRODUCED BY ANY SOLARGLASS CONDUCTOR? A: Maximum voltage and current on any conductor beneath Solarglass is less than 600 V and 10 A. T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 7 FREQUENTLY ASKED QUESTIONS, CONTINUED Q: HOW ARE SOLARGLASS PV MODULES CONNECTED? A: Solarglass PV modules are connected in series using the Solarglass Diode Harness. The diode harness provides module -level shading protection with an individual bypass diode for each PV module. Diode harnesses are prefabricated for sub -strings of 1-4 modules. Multiple Diode Harnesses (with attached modules) are joined in series to create a larger string. PV STRING DIAGRAM 4. 5. 6. 7. 8. Foot with Support Footlap Jumper Pass TI Diode Q: WHAT IS THE MAXIMUM NUMBER OF PV MODULES THAT CAN BE CONNECTED IN SI DIODE HARNESSES? A: The maximum number of PV Modules connected in a single string is 39. TERM DEFINITION Housed in the Diode Harness, a bypass diode protects a shaded branch of PV Modules by BYPASS DIODE diverting current. A UL listed, pre -manufactured cable assembly that connects strings of 1 to 4 PV Modules together in DIODE HARNESS series using MC4 connectors. The Harness houses 1 bypass diode per module. A UL listed roofing and DC power -producing assembly of six high -efficiency, mono -crystalline cells PV MODULE with a nominal power rating of 24 Watts. ROOFING MODULE A UL listed roofing assembly that is aesthetically similar to the PV Module, but produces no power. 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 8 FREQUENTLY ASKED QUESTIONS, CONTINUED Q: HOW IS THE SYSTEM GROUNDED? A: Unlike traditional PV modules and racking systems, Solarglass PV and Roofing Modules do not incorporate any accessible metal components. By eliminating accessible metal on the roof that might become energized in the event of a fault, Solarglass does not require connection to an Equipment Ground Conductor (EGC) until the array wiring exits the roof. Q: WHAT OTHER ELECTRICAL SAFETY FEATURES HAVE BEEN INCORPORATED INTO SOLARGLASS? A: Wire management features built into Solarglass support all wiring to protect it from anything that might cut or abrade its insulation. Because the system is enclosed, the wiring is protected from vermin and contact by people. Q: HOW DOES SOLARGLASS COMPLY WITH RAPID SHUTDOWN REQUIREMENTS? A: Solarglass meets 2014 and 2017 NEC Rapid Shutdown requirements by incorporating automatic disconnecting devices in the circuits leaving the arrays. Rapid shutdown is initiated by disconnecting the home from the utility, or by opening the PV system's main AC disconnect. The rapid shutdown components are certified to UL standards, including UL 1741. Q: DOES SOLARGLASS REQUIRE A SPECIAL INVERTER OR OTHER ELECTRONICS? A: No. Solarglass uses conventional DC -AC inverters. PV Modules are wired into series strings to achieve a target DC voltage below 600 V. No specialized electronics are required. Q: HOW DOES SOLARGLASS DEAL WITH ROOF OBSTRUCTIONS SUCH AS VENTS, SKYLIGHTS, DORMERS, VALLEYS, RIDGES, ETC.? A: Solarglass uses conventional flashing details and practices employed by all roofers to seamlessly integrate with ordinary roof obstructions. Solarglass uses a dedicated metal ridge cap. Q: IN AREAS SUBJECT TO "ICE DAMMING", WHAT UNDERLAYMENTS ARE USED? A: To prevent ice damming, Solarglass uses an underlayment that complies with ASTM D1970 and is approved nationwide as a self -adhering ice and water barrier. C0AiWill 1 11_14Ia1:11DllColI269/_\4IllA_\CIC]IIII fq A: Solarglass can only be installed by Tesla -trained technicians. Solarglass will not be distributed to, or installed by, conventional roofing contractors. Q: CAN SOLARGLASS BE ACCESSED FOR SERVICE? A: Yes. The Modules may be removed for servicing. No special tools are required. T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 9 CERTIFICATES OF COMPLIANCE CERTIFICATE OF COMPLIANCE Ce rtific.te Number 20191115-E491360 Report Reference E491360-20191108 issue Date 2019 -NOVEMBER -15 Issued to: TESLA INC 3500 DEER CREEK RD PALO ALTO CA 94304 This certificate confirms that BUILDING -INTEGRATED PHOTOVOLTAIC MODULES re presentative...Pi.. of AND PANELS USL– "Tesla Solarglass Roof' IPV Roofing Modules, model numbers SR60T1, the associated "non-functional" Roofing Modules, Tesla model numbers SRNFTI/6, SRNFTI/3, SRNFT112, SRNFT2/3, SRNFT516 and SRNFTI, and their Roof Mounting System elements, which serve as part of the installed system. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(.) for Safety: ANSI/UL 61730-1, Photovoltaic (PV) Module Safety Qualification - Part 1: Requirements for Construction. nd ANSI/UL 61730-2, Photovoltaic (PV) Module Safety Qualification - Part 2: Requirements for Testing. Additional information: Seethe UL Online Certifications Directory at hfps://ig.ulprospector.com for additional information. This Certificate of Comp/ienc. does not provide authorization to apply the UL Mark. Only the UL Follow -Up Se ry Ices Procedure provides authorization to bp l lythe UL Mark. Only those p,,d,cts bearing the UL Mark should be considered as being UL Certified and covered under UL's Follow -Up Services. Look forth. UL Certification Mark on the product. ems. m,n nnmwo., o-nn�oa�m vAam �LLcvy�.�nunmmei�o�eu�ro.x•n�o�.eie� �� Pagel rnl CERTIFICATE OF COMPLIANCE Certificate Number 20180627-E318357 Report Reference E318357-20180625 Issue Date 2018 -JUNE -27 Issued to: TESLA INC 3500 Deer Creek Rd Palo Alto CA 94304 This is to certifythat DISTRIBUTED GENERATION POWER SYSTEMS representative samples of ACCESSORY EQUIPMENT Photovoltaic Pass Through box, Model SRPTB-4 Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1741, Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources Additional Information: See the UL Online Certifications Directory at —.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow -Up Service. Look for the UL Certification Mark on the product. „f, CERTIFICATE OF COMPLIANCE Certificate Number 20170512-E491361 Report Reference E491361-20170509 Issue Data 2017 -MAY -12 Issued to: Tesla Inc 3500 Deer Creek Rd Palo Alto CA 94304 This is to certify that DISTRIBUTED GENERATION WIRING SYSTEMS AND representative sample. of HARNESSES Photovoltaic Wiring Harness: Tesla Solar Roof "Diode Trunk Harness" - Tesla Part No. 1122020-00-A. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(.)for Safety: UL Subject 9703, Distributed Generation Wring Harnesses. Additional information: See the UL Online Certifications Directory at —.ul.com/database for additional information Only those 111,11, bearing the UL Certification Mark should be considered as being covered by UL's Certification and FO1_ Up Service. Look for the UL Certification Mark on the product. uLuc[u Ih—I.—e uLro.x•n�o-.p. 8 CERTIFICATE OF COMPLIANCE Certificate Number 20180608-E491361 Report Reference E491361-20170718 issue Date 2018 -JUNE -08 Issued to: Tesla Inc 3500 Deer Creek Rd Palo Alto, CA 94304 This is to certify that DISTRIBUTED GENERATION WIRING SYSTEMS AND representative sampies of HARNESSES Photovoltaic Wring Harness Products for installation of the Tesla Solar Roof System. Solar Roof, Branch Jumpers, 1x, 2x, 3x, 4x, mini Part Nos. 1121897-01-A, -02-A, -03-A, -04-A, -05-A Part Nos. 1467674-01-A, -02-A, -03-A, -04-A, -05-A Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(.) for Safety: UL Subject 9703, Distributed Generation Wring Harnesses. Additional information: See the UL Online Certifications Directory at —.ul.com/database for additional information Only those products bearing the UL Certification Mark should b. considered as being covered by UL's Certification and F,11—Up Service. Look forth. UL Certification Mark on the product. C" ew Wheat Ridge BuNding MisO3 T = 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS 10 EVALUATION REPORTS LISTING INFORMATION Tesla Solaalas Roof V315 a BIPV roof covering. TbIS IIAIng applies to the Sorare lass Roof B I PV modulel111e model No. SR60T-1 and the non energy producing Sola Glass Root Tile mode Is BRNFT 1, SRNFT illi SRNFT 113, SRNFT 12, SRNFT 2C and SRNFT 51fi The Tesla SoFares s BIPV Tiles and non energy producing SoFares s Roof Tiles are supported and attached by nap engagement to pla,an mounting compone one the i are mechanically fastened to prepared roofing. The mounting components are fastened to mofwuh two 1-112 inring shank roofing nails with 319" heads and 119" shanks Assemblies are intended for use In seep slope roof applications with roof slope of 212 to 1212, installed over m 15132 -In. thick exterior grade plywood roof decks covered with two layers of Firestone Clad Gard EA n FR underlayment. IMNO RESISTANCE Fog Shndanl Baling embly Oehlls ASTM D3161-12 CLASS F Rating Deck 151321n. plywood Criteria leakage 1. Two hya�s of Firestone Cis ss"A" CLAD GARD EAFR And and Wind Iniebek Services under) ayment Driven Rain LISTED 2 Tesla 891arGlas Roof N3) System (with SR60T-1 or SRNFT ROOF COVERING SYSTEMS Roofing: Deck Type models Roofing: Flee Rating Class Eave antl rake flashing conditions and attachment per Tesla 52115 Installation instructions. WNO Oifigh RAIN FIRE ROOF CLASSIFICATION: CLASS A - LEON enni No. Tela Sola glass Rosi lope: Qualifies for use with full range of roof slopes 212 to 1212 eh Type: Combuslb Is Dec k 15132 in. plywood Halle: 1 Two Layers of Fl resone Class " CLAD GARD EA -FR undebayment Tests Solarglas Roof N3) System (with 8CHIT 1 a SRNFT models)Attach met and installation per Te aid Insa Nation instructions. N ole: the c omponem matebels of each / Non must beacalled in the omen In whe b m ay are used ab eve. Aft ALL baling embly Oelalls B Aging100 MShndanl G5 PASSNoDeck 1S321nplywood Criteria leakage 1. lWa layers of Firestone Cis ss"A"CLAD GARD SAFR And and Wind Iniebek Services undebayment Driven Rain LISTED 2 Tasla SolarOlas Roof N3) System (with SR60T-1 or SRNFT ROOF COVERING SYSTEMS Roofing: Deck Type models Roofing: Flee Rating Class Eav a, Valley, and rake flashing conditions and attachmentper 52115 Ica l installation instructions FIRE ROOF CLASSIFICATION: CLASS A - LEON enni No. Tela Sola glass Rosi lope: Qualifies for use with full range of roof slopes 212 to 1212 eh Type: Combuslb Is Dec k 15132 in. plywood Halle: 1 Two Layers of Fl resone Class " CLAD GARD EA -FR undebayment Tests Solarglas Roof N3) System (with 8CHIT 1 a SRNFT models)Attach met and installation per Te aid Insa Nation instructions. N ole: the c omponem matebels of each / Non must beacalled in the omen In whe b m ay are used ab eve. Aft ALL Value C11eba ASTM D31611D3161M (2912) Criteria UL 790 (2014) Criteria TAS 199 (1 995) CSI Code 97 3299 Roof Tlles Iniebek Services Germinated Listed or Inspected LISTED Using Section ROOF COVERING SYSTEMS Roofing: Deck Type Combustible Roofing: Flee Rating Class Spec ID 52115 Ma Wheat Ridge T= 5 L n 1561275-00-A SOLARGLASS I FREQUENTLY ASKED QUESTIONS T March 3, 2020 Re: SolarRoofTM Structure Qualification Certification Letter SolarRoofTM is a roofing system comprised of both PV and non -PV smooth or textured roofing elements. Please refer to the product data sheets, UL listing, and installation documentation for further information. Installation of SolarRoofTm requires a full tear -off of all existing layers of roof covering materials. This unloads the weight of all existing layers of roofing material from the roof structure. The net installed weight of the smooth or textured SolarRoofTM system does not exceed 4 psf, is evenly distributed, and no additional layers of roofing material is permitted. Consequently, the net additional loading impact to existing gravity load resisting elements is less than 5% for the framing of all pitched roof structures with existing roofing material comprised of comp shingle, slate, or concrete/clay tile. Note that this assessment does not apply to structures with light weight roofing materials such as metal, plastic, fiberglass, synthetic, or other roof coverings. Installer/Contractor shall perform a full tear -off of all existing layers of roofing material above existing sheathing/decking and verify existing roof framing and sheathing/decking to be in suitable condition and not exhibiting any signs of structural damage which may diminish the capacity of its members or connections prior to commencement of roofing installation. I certify that installation of the smooth or textured SolarRoofTM system on existing structures with: a) existing roofing material comprised of comp shingle, slate, or concrete/clay tile and b) with no existing structural damage; meets the criteria outlined in the "Alterations" section of the "Prescriptive Compliance Method" chapter of the IEBC/CEBC and is therefore permitted by code without alterations or strengthening of the existing framing. ONLY Nicholas Gordon. LEED AP. P.E. Civil Engineer, Tesla ngordon@tesla.com Direct: (702) 530-5338 Licenses: AZ, CO, CT, FL, MA, MD, MI, NH, NV, NY, OR, PA, RI, SC, TX, VT T - 5 L Fi Tesla, Inc. ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT AHJ: Wheat Ridge ELECTRICAL NOTES I JURISDICTION NOTES 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. City of W heat R�d�e COMMLINUTY DEVELOPMENT APPROVED El ° sewed for Code Compliance U-21 � ��� 4.2.2020 Plans Examiner Date Validity of Permit: The issuance of a permit or Wprovol of plans spec4kownr and computations shall not be a permit for, or an approval of, any watabon to any of the provisions of the building code or of a(W CNy ordinances. Permits premmng to gW outhorlty to v/oloft or cancel the provalons of the fu"" codes or other "non= of the City shall not be vahat VICINITY MAP INDEX fob ' Sheet 1 COVER SHEET Sheet 2 SITE PLAN Sheet 3 STRUCTURAL VIEWS Paramount Sheet 4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES ■ Sheet 5 THREE LINE DIAGRAM Cutsheets Attached TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE. UTILITY: Xcel Energy (CO) CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JOB NUMBER: J B-80210481 00 MOUNTING SYSTEM: TESLA SOLAR ROOF MODULES:- (186) ODULES:(186) TESLA # SR60T1 INVERTER: (2) Delta Electronics # M4—TL—US [� CUSTOMER: Gloria Harnish 14 Hillside Dr Wheat Ridge, CO 80215 3037257446 DESCRIPTION: 10.87542 KW PV ARRAY PAGE NAME COVER SHEET REV BY DATE COMMENTS REV A I NAME I DATE COMMENTS DESIGN: Diego Ignacio Trapala SHEET: REV: DATE- 1 ATE1 3/11/2020 TESLM PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 338 ARRAY AZIMUTH: 338 r -i r -i ri r -i ri ri ri ri ri MATERIAL: Solar Roof STORY. 2 Stories I I I I I I I I I I r l r l PITCH: 18 ARRAY PITCH: 18 F E i E i E i E i E i i E i E i MP9 AZIMUTH: 158 ARRAY AZIMUTH: 158 E i E i E i E E I F E E E E 1 1 MATERIAL: Solar Roof STORY. 2 Stories F E i E i E i E i E i E i E i E i E i E PITCH: 18 ARRAY PITCH: 18 E E E E E i F E E MP1C AZIMUTH: 338 ARRAY AZIMUTH: 338 MATERIAL: Solar Roof STORY. 2 Stories co (E)DRIVEWAY L} El El E� El Ei I El E� E i<7pit-18 0,F� JE� �� J LJ L� LJ LJ LJ LJ LJ ai El E L I I 1 1 1 1 1 1 1 1 3 1, LJ LJ LJ LJ LJ LJ O zt E I I LJ LJ 471d LJ LJ I I LJ 00 LEGEND zt,z Q (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO tdW T ❑ & WARNING LABELS m © DC DISCONNECT & WARNING LABELS Af- AC DISCONNECT & WARNING LABELS a r -I a Q DC JUNCTION/COMBINER BOX & LABELS aJ M P3 r 1 Al r -i r j E0 " �D DISTRIBUTION PANEL &LABELS III I r j [ I i Lc LOAD CENTER & WARNING LABELS r r j E i E E' 4iz a O DEDICATED PV SYSTEM METER rl fl E� E� E� Ei3 LdW Ts RAPID SHUTDOWN Front Of House i E i E i E i E i E i �,�, M135 QdW T STANDOFF LOCATIONS F E i E i E i E i E CONDUIT RUN ON EXTERIOR E E E E E i CONDUIT RUN ON INTERIOR GATEF E i E i E i J E i E HEAT PRODUCING VENTS ARE RED F� Ei E1 Ei E1 Ei ��� E E E E E i L_,J INTERIOR EQUIPMENT IS DASHED F .. .. .. .. .. . O © LC In nv � IIIIIIIIIIII CRY LJ LJ LJ LJ LJ LJ MSITE PLAN Scale: 3/32" = 1' _ 01' 10' 21' 3 CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: JB -80210481 00 CUSTOMER. DESCRIPTION. DESIGN. LL NOT BE USED FOR THE CONTAINED SHALL OF ANYONE EXCEPT TESLA INC., NOR Gloria Harnish 10.87542 KW PV ARRAY ala Die Ignacio Traala o I 9 9 Trap T 5 L MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN MOLE OR IN 14 Hillside D r = n TESLA SOLAR ROOF THE ORGANIZATTIIOONX� PATH Wheat Ridge, CO 80215 MODULES XCEPTT IDE N CONNECTION THE SALE AND USE OF THE RESPECTIVE (186) TESLA # SR60T1 TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. PAGE NAME 3037257446 SITE PLAN SHEET' REV: DATE - 2 3/11/2020 INVERTER: 2 Delta Electronics # M4—TL—US r240V1 BOND (N) #8 GEC TO (E) GROUND ROD I'anel Number: NoLabel Inv 1: UG Ungrounded INV 1-(1)Delta Electronics # M4- US [24OVJ -1805014123-00-B IYPF LL;# 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: Inv 2: DC Ungrounded Inverter, 384OW, 24OV)o8V, 7.5X, Zigbee TESLA SRV3 Underground Service Entrance INV 2-(1)DInvverteerr3384OW,#2 V 208V 9755 ' Zigbee Voc: 13.34 Vpmax: 10.99 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER BRYANT Delta Electronics .. - ..- r -.-.n end -fed Approval Notes: 1) P/V array system to have grounding system installed per Part III of Article 250 per 2017 NEC Article 690.47(A). 2) If LIFER ground in not available provide or verify supplemental ground rods per 2017 NEC Article 250.104(B). 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(B) Voc* = MAX VOC AT MIN TEMP POI (1) CUTLER -HAMMER # BR240 PV BACKFEED BREAKER I 0 (1) MILBANK # U4801 -XL -5T9 /fj C C Breaker, 4OA/2P, 2 Spaces I I Meter S6cket; 200A, #6-350, Ringless /`1 - (3) Mid- Side K4977-INT T p Connector, 100A, #12 - 1/0 AWG EU� (I)CUTLER-HAMMER # DG222URB �I `' I Disconnect; 60A, 24OVac, Non-Fusble, NEMA 3R - (1) CUTLER -HAMMER #G OOO "� - O -A General Du ty (DG) (1)BeBR48L1 Load Cn#ter125A.120/240V, NEMA 3R (2)CUTLER-HAMMER # BR220 Breaker, 2OA/2P, 2 Spaces L(l)AWG #10, THWN-2, Green EGC DC Conduit Reference Chart Qty Conductors Raceway if THWN-2 Raceway if PV Wire <=(5) AWG #10 r EMT or LFMC r EMT or LFMC <_(7) AWG #10 1' EMT or LFMC <=(9) AWG #10 14 EMT or LFMC (4) Junction Qox, Metal; 6 x6 x4' , Box w/ cover, Nema 1 (1)AWG A THWN-2, Black O (1) AWG #B, THWN-2, Red O AWG #10, THWN-2, Black(1) (1)AWG #10, THWN-2, Red 27 O 20 AWG #10, Black (1) AWG #10, Red (1)AWG #B, THWN-2, White -(l)AWG �, THWN-2 Green NEUTRAL Vmp =240 VAC Imp=32 AAC EGC/GEC .- (1) Conduit. Kit;, 3/4' .EMT ......... . .......-. ®� ....... (1)AWG #10, THWN-2, White 1 AWG #$,. THWN-2. Green 1; AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red (1)AW1G #10, THWN-$ White (1)AWG #8, THWN-$ Green Vmp =240 VAC Imp=16 AAC - (I) Conduit. Kit;, 3/4. EMT........ , , Vmp =240 VAC Imp=16 AAC - (1) Conduit. Kit;. 3/4. EMT.......... ...... ©� . . . . . O LIIIIJJJJam] . . . (1) AWG #10, Black (1) AWG #10, Red *(1) AWG #10, Black (1) AWG #10, Red ®� (1) AWG #10, Black (1) AWG #10, Red CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART To OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JOB NUMBER: JB -80210481 00 MOUNTING SYSTEM: TESLA SOLAR ROOF MODULES (186) TESLA # SR60T1 INVERTER: (2) Delta Electronics # M4 -TL -US [� CUSTOMER: Gloria Harnish 14 Hillside Dr Wheat Ridge, CO 80215 3037257446 MP9: 27 MP9: 27 MP1: 20 MP1: 20 MP10: 27 MP10: 27 MP1: 19 MP1: 19 Approved as Noted i (1 B) Delta J GP100010114 GEC D C MMCI60OV apid Shutdown, 6 12A, NEMA 4X, MC4, for Solar Roof DESCRIP110N: DESIGN: 10.87542 KW PV ARRAY Diego Ignacio Trapala TES L ri PAGE NAME THREE LINE DIAGRAM SHEET: REV: DATE: 3 3/11/2020 ij- CONTACT PV 32,0018; Branch Socket MC4 U -Joint Connector, Female - (4)MULTI-CONTACT PV-AZS4 32.0019; Branch Plug; MC4 U -Joint Connector, Male PT (4 )1 PASBS THROUGH BOX, TWO STRING, REWORKED Voc* = 427.17 VDC Vmp = 296.73VDC Isc =11.3 Imp= ADC 10.64 ADC (4)AWG #10, PV Wire, 60OV, Black O F Voc* = 427.17 VDC Vmp = 296.73VDC Isc = Imp= 5.65 5.32 ADC ADC ......... Voc* = 316.42 VDC Vmp 219.80 VDC is Imp 10.64 ADC ........ ........................ (4)AWG #10, PV Wire, 600V, Black O [r Voc* = 316.42 VDC Vmp 219.80 VDC ...... Isc = Imp . 5.65 5.32 ADC ADC Voc* = 427.17 VDC Vmp = 296.73VDC Isc =11.3 Imp= AD'C 10.64 ADC f1O . (4)AWG #10, PV Wire, 600V, Black O Voc - 427,17 VDC Vmp = 296.73VDC Isc - Imp= 5.65 5.32 ADC ADC VocVm * = 208.81 VDC Vmp Imp= p- ADC ®� (4)AW6 1U, PV Wire 6UUV, Ellccic Vm * = 208.81 VDC p Imp= p- 2 5.35 ADC ADC DESCRIP110N: DESIGN: 10.87542 KW PV ARRAY Diego Ignacio Trapala TES L ri PAGE NAME THREE LINE DIAGRAM SHEET: REV: DATE: 3 3/11/2020 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY Address: 14 Hillside Dr Fron TrC`I A e'f%I A M P1/lOC OPERATING VOLTAGE = 240 INVERTER AND DC DISCONNECT INVERTER AND DC DISCONNECT AC DISCONNECT UTILITY SERVICE JB -80210481-00 Note: Used on Delta String Inverters Yellow background on top, white background on bottom all black text and images CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JOB NUMBER: JB -80210481 00 MOUNTING SYSTEM: TESLA SOLAR ROOF MODULES (186) TESLA # SR60T1 INVERTER: (2) Delta Electronics # M4—TL—US [� CUSTOMER: Gloria Harnish 14 Hillside Dr Wheat Ridge, CO 80215 3037257446 DESCRIPTION: 10.87542 KW PV ARRAY PAGE NAME SITE PLAN PLACARD DESIGN: Diego Ignacio Trapala SHEET-. REV DATE:- 5 ATE:5 3/11/2020 TESLI-f Date. City cit � � r C� � : � ;-T T CO UNiy DEVELOPMENT Pien/P rmit # Builiding & Inspection Services Division 7500 W. 2e Ave,, Wheat Ridge, CO 80033 Pian ReviewFee: Office. 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303234.5933 Email:errnits ci.wheatr d e.co.us Building Permit Application Please complete all highlighted amas on both sides of this form. incomplete applications not be processed. Property Address: /(,/ 9JI-SILIc- Prop Owner (please print): Phone: 3C)3 (fZ Property Owner Email: b5,krrnu� Mailing Address: (if different than property address) Address: City, State, i Architect/Engineer E-mail: CA&N 3 1hrr+. Contractors City License tie 2f6kl 0 Phone- Srrh Contractors: Electrical: Plumbing: Mechanical. W.R. City License # _ W.R. City License # W.R. City Licens ",� Other" City Licensed Sub: tither City Licensed Sub: City License i# City License # Complete all information on BOTH skies of this for rest Ofmatetials to be used, etc. c 4r A e;px 1 "1 . FULFtu' Gallons Amps Squares other BEAMS AND HEADERS id 30psf I 10psf BEAM # IN CALCS, *OST RELOW a �ry B POSTABOVE F -1 peed V = 1mph L _J w=2 SHEAR 'WALL < > are valid for a single use at the project location and all not be reused, copied, or reproduced without written Jesign professional in reasonable charge. it details are provided as a supplement to the construction documents and apply where specific notes and details cotes and structural details shall take precedence over general notes and typical details. Structural requirements and in the structural shall take precedence over structural notes indicated in architectural sections. take precedence over scales shown on construction documents. The registered design professional in reasonable �e accuracy of scaled dimensions. �r does not imply approval by the registered design professional in reasonable charge. Structural specifications that hall be referred to the registered design professional in reasonable charge for interpretation r clarification. sible for the methods, means and sequence of all structural erection except when scifically noted otherwise in -.s. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support id bracing shall remain in place until all permanent members are placed and all final connections are completed. sible for standard connections unless notes otherwise. The contractor shall obtain additional, assistance from the nal in reasonable charge for all non-standard connections. cat, in accordance with generally accepted construction practices, the contractor will be required to assume sole for job site conditions during the course of construction of the project, including safety of all persons and shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to i owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of pting liability arising from the sole negligence of engineer. .alit y control and construction shall comply with 2012 IRC and ACI 318-08. 7th (minimum specified at 28 days) 4000 psi 4000 psi 4000 psi N C 150) Concrete exposed to freezing and thawing or deicing chemicals shall conform to the maximum ws material ratio and minimum compressive strength requirements of ACI 318-08 table 4.3.1, ,,STM C 33) nominal maximum size of course aggregates shall conform to (ACI 318-08 3.3.2) i mixing concrete shall be potable and clean. ACI 318-08-3.1.1-2) 's® fy ® ksi (ASTM A6151) )ncrete is placed, reinforcement shall be free from mud, oill and other nonmetallic coatings that 7.4.1) ,,over (ACI 318-11-7.7.1) against earth: 3 inches used to earth or weather: it larger 2 inches iars, W31 Wire, cars aller: 1.5 inches orm to ACI 318-11 and ACI 347. Forms shall be removed in a manner as not to impair safety rid serviceability of to exposed by for removal shall have sufficient strength not to be damaged by removal operation. ty and construction shall conform to 2012 I. 12 IRC 2303-1.1-81 2005 INDS) Hem -Fir (HF) Stud (SATM D 1990, DOC PS 20) Hem -fir (HF) #2 or better (ASTM D 1990,, DOC PS 20) 3ders Hem -fir (HF) #2 or better (ASTM D 1990, DOC PS 20) Preservative -treated wood umber and engineered wood (2005 NDS 8.1.1) and lumber 3.1.2 Ex = 1.55E wood I -Joist (I RC 2015Y 2005 NDS .1® Ex - 2.0 sheathing: Oriented Strand Board (OSB) (DOC 11 be manufactured with exterior glue and not less than 4x8 feet,, except at boundaries and at I Sheathing �d Strand Board (OSB) (DOC PS 112) el joints in well shall occur over studs or blocking using 8D nails spaced a minimum of 6 inches at nches at intermediate framing. Stager sheathing joints. �aps, column bases, framing hardware: anufacturer Simpson Strong Tie 5956 W. Las Positas Blvd., Pleasanton, CA 94588 (800) 925-5099 !avy duty construction adhesive (in-903/inp-903) �STM c-557 permitted. be detailed, fabricated and erected in accordance with 2010 AISC Specification Buildings, and "Code of Standard Practices" 2005. be confirmed to the following grades: A992 it B 63 gr B i to the ASTM A325 except anchor Its which shall for to ASTM A307. 1) , unless noted otherwise on the drawings. y a certified welder in accordance with ACIS and AWS specifications and food trusses Truss i)od trusses shall be designed in accordance with 2012 IRC Section R802.10 and shall conform tot structural gn criteria. 11 provide a truss package that includes the following items.. cgs of each individual truss (2012 IRC 1 802.10.2) prat diagram for the project (2012 IRC R802.10.2) r permanent bracing specificaitions (2012 IRC R802.10.3) inchorage of each truss to the supporting structure shall be approved by the registered design professional in 12 18 02.10..1) �mponents shall not be cut, notched, drilled, spliced or otherwise altered in any way without the written )weal of the registered design professional in responsible charge. Alteration resulting in the addition of loads to any ermitted without the verification that the truss is capable of supporting additional loads (2012 IRC 1802.10.4) ty a registered design professional to perform structural ;observations as defined in 2012 IRC for those structures the conditions stated in 2012 IRC exist. Prior to the commencement of observations, the structural observer shall official a written statement identifying the frequency and extent of the structuralobservations. At the conclusion ural observer shall submit to the building official a written statement that the site visits have been made and 'eficien ies which have not been resolved (2012 IRC) c Z SECTION 1 =11�� am (E) SLAB TO DEMO Z-1 EXPANSION JOINT (N) SLAB Pill R PLAN MESH PER PLAN FOOTING ELEVATIONS PRIOR TO r_t%UNDATION PLAN CONSTRUCTION (]Y 1/411 = 1 1-011 (4) #4 REBAR CONT. (2) BOTTOM 3" CLR. TYP. LAP 24" TYP. - 11-411 SECTION 3 1 If ® 1 819 I MW SECTION 2 1ESH PER LAN APPROVED subject to Field inspections 0 a INYBITU93TREIRi ABU" Building Permit Application Mailing Address: if different than property erty° address) Address; Complete all information on BOTH sides of this farm Am m— S .. FULF Stu's Gallons Fa Squares Other Building Division Valuation: ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 ice • (303) 237 -8929 Fax ` INSPECTION NOTICE Inspection Type: cc Job Address: M Y'/L- d/e Permit Number: 10 D C tihtiXG ' L�Ytn !'�d1 F cJi f "' !; if T iS9 CL Q �� :� tn/� : �.1ts.La O!Vr �a Ec1$ PftdfA El No one available for inspection: Time o , 7r/ AM//PP�M - Re- Inspection required: = Yes No When corrections have been made, call for re -fns ectl n . 1 303-234-5933 Date: f l� / Inspector: 1 DO NOT REMOVE THIS NOTICE "4' City of Wheat Ridge Residential Roofing PERMIT - 102560 PERMIT NO: 102560 ISSUED: 11/12/2010 JOB ADDRESS: 14 HILLSIDE DR EXPIRES: 11/12/2011 DESCRIPTION: Reroof 40 sqs with 40 yr dimensional shingles * ** CONTACTS * ** owner 303/725 -7446 Harnish sub 303/526 -4063 James Kinsman 02 -1620 Kinsman Construction ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0678 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 10,280.00 FEES Permit Fee 220.15 r2 Total Valuation .00 Use Tax 185.04 ** TOTAL ** 405.19 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. 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 applicab t Ridge Ordinances, for work under this permit. Plans subject to field inspection. contractor /owner Jr�2'fis permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner .shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review As subject to field inspections. Signature qaR49M Building Official date ST LINE: (303)234 -5933 .BUILDING OFFICE: (303)235 -2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. } 41 City of WheatjTiidge 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 Building Permit Application /V 4115; "t!? = Date: Plan # Permit # , ��A� Property Owner (please print) : IYRRail514 Phone:( 70 j 20 6 Mailing Address: (if different than property address) Address: / d- Q 17D ko c:�L,) � 41 City, State, Zip: L Cm into : K I fJSrr o I D s /.��s 1rr C! l ' N of Contractors City License #: Electrical: City License # Phone: Plumbing: City License # Squares 7 d BTU's Gallons _ Amps Sq Ft. Mechanical: City License # Contact Value: Review Fee (due at time of submittal): 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. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: OAi YYJ'rN /l / Aki l" ry SIGNATURE: ///o //j, Bldg Valuation: I 'ORM (F) 414-02-5147 fl XceI Energy- FIOOll .e SPEaFY ACTION TAKEN )l.No SHUT OFF APPUANCE OFF BOTH APPL & METER OFF METER SHUT OFF OTHER - WAR ING - t':...:Ti' .36/ {.O? THE CONOII1ON FOUND, />5 5HONN BEl.OI( IS NOr IN ~ WITH C1J~ ACXlJ'IED PRACI1CES AND PROCBlURES AND OOULD CREME A HAZARD. CORREC1ION5 SHOULD BE MAIlE BY A QLWJAED CON1RAClOR. CllNW:T muR LllCAL BUIlDING DEPART- MENT RlIl CODE AND PERMIT REQUIREMENTS PRIOR 10 PERRJRMING REAI\IR WORK. v.o<iED" L,~..-,_'..____._--,-.._............~.~';'...;~"-_;':';':'~""""""""'. ........-............ "'~'_~--'''''''''''''_-~_'~'':'-''';~''~.'''''''''--'--'~' @ 6 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: I if- It, LL ~11Je.. Df?- (j) Au- HoLE-$ J(t\JocKE.J) 11J'io ,D~lI.IAU, A)GE/) f),€'/)(tlR.f2.t> - CcRtI€.R"> fr.IA-r ~ /..on?~ . p.MG5 , ere- - R€fUt~ (-z.) HAtJ/Z Qa., CoIJ1"RI'tC-iOR. R~PAI~ ALL V;.)/c!2€.D ':d @ ~ 1t/Jl>>J'[ IAv~ PF' Yz," j'JJ~ S"#" 'rIf€.X ~ NO! L(~ ItA folDeR.. (,TAJIt (J) c9t -Po7'ibLc; PI..t;;A5t:. !JPrV6 Pt.mb6 J(MDV (a) BAR f'r.R.€.A~' DR.YuJA-LL tJpT To ~~c.... ~."- WA5~ I. WA-"1E-R. LtJe.S @ CHa..k Fot- ~?e.. f>>..n- Jo/tJrS When corrections have been made, call for re-inspection at 303-234-5933. Date: lJ (Z'f/ocj ~J'~~ DO NOT REMOVE THIS NOTICE .. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: J 4 Hil..L4/.D€. DR.- P~~Mll 1'- (2--~ (j,,~T'-"L ("./nIT'(J..JAL AfJPP,,""i+L FoR.. ~IAL.4TiotJ oIL f);:.N/),tJ" .:z-..,5l.\E .>tJ ltJ'jv.LATI,J1. {":'Yo.''"J,aJI, WAUA .. L'uI2Rf<.;JrfY ,Jp IN"luLf't7)(),j ,"; WI>f.Li AtJf) A~".'Jr -ro/A-L REmo/JC.L, ~j) 10 (t;<rJT.yT (,TV 8iA/L/)/JJbYt.PT ..... When corrections have been made, call for re-inspection at 303-234..5933. I Date:~ UJ~~ Inspector DO NOT REMOVE THIS NOTICE JL os ~.!."€ x M COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /If HILL ~lbE D{2.. PeRMtl I &,11...9 ~ /h603 G) FVA-M ALL Pa-IR""RATiotJ1 - INnR..(Oe v./1tI..L.5- '::'--00 e A-fIJ f) eLl L. Al6 ~ir:t€~{if~:: ;~~::- .: 'M1 :l"h I L A~Jft( 0 6-1tP.A6-8 OeM TV If::: WA5T€/VENI -!>Tit-a ,,.1 HIes, blt6tEmewr ~ 15/~~ ~~ tAP,~ . -= !"@":, .-; '-;J t,~.::r ilJ/oee When corrections have been made, call for re-inspection at 303-234-5933. Date: ;)JJ () if Inspector DO NOT REMOVE THIS NOTICE ~'-'ull'*' I-W~lr"'6@!~ -^I~.;) F- L.r..ii i@i.i.i i ++++++ [b@X88888..~u - II ; I_ .1~xzO":~S:~@OU+v COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /4 r/,u:"Df:. "DR- P~.-# /(,/ t..'i -,-~ 0 ' I (,' /Poit.ci (,?NDu/"'Of<') AT A/Pc.. A,.../",,>s (-2-") rJ~C) liARD "liJ/RE.j) /~MO':;:' "'~T~nol!. ,IV ? UE:JROOt>ll r~ z.. -v (3) !Jt.,)f(oal'l ':J.! LDmR "0 Li.D7Ei -- i:'nmf=Y UltJ,J<1T 17c R tjtJ >IV; ">fSlt:. 0[- JJ.)J,11 . When corrections have been made, call for re-inspection at 303-234-5933. Date: ,,' .' ?! "', ,f,.,_l..- I ",','" ,1 I}' /J ..', ' i/ '/1 /:J..t-{, _,-,~-1.~,1:::.~ I Inspector DO NOT REMOVE THIS NOTICE _~._ ......0.._ __ __,___.__..___ ...___._..~ . .._'__'_h~_____'~"" -.~. DEC-9-2003 07:45P FROM: CiLy of Wheat K.idgc Cnmmunity DeveloplIlenl Dl'partmeot 7500 West 29th A vc:nue Wheat Ridge, CO Roo.1.1 TO: Darin Morgan FROM: Mikl- ami Uloria Harnish TO: 3032352857 Mike and Gloria Hamish 14 Hillside Ur. Wheat Ridge, CO 80215 n V , U('Cl"'lllher ll, 2003 REF: Change llrplumbing and mechanical cnntractors PERMIT: #16129, Appmved 11107/03 This is III inform you that we arc changing plumhing and mechanical companies. Listed on our building permilItJ6129, Continental Plumbing 3Illllkating is listed as the sub-contractor fnr pluming and heating. We will be using S.W. Plumbing license #. 186158, Mr. Shane A. Werner. l'hone (303) 901-3426. Try"u have any questions plen.~e call Uq at (303) 484-1501. ^, .~ rhllnk you ~LmMc.0Y~-~ Gloria Hamish P:l/l ,-'\' . . ~-",... . "",."PI. .;;_'f';~..,~ 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: 16603 Date: 12/25/2003 Property Owner: MICHAEL & GLORIA HARNISH Property Address: 14 HILLSIDE DR Contractor License No. : 21830 Company: Mike & Gloria Harnish 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: BASEMENT FINISH BUILDING DEPARTMENT USE ONLY Z~Q~ Approval: Zon Ing : _iri~ll!Q_ Approval: OM .IJ_j(s;,~$;j Approval: OK. 12/22/03 Occupancy: Wails: Ro .-~ Electrical License No : Company: /// mbing License No : 21861 Company :S.W. Plumbing, Inc. Expiration Date: 2/23/2005 Approval: oklks Expiration Date: Approval: Phone: 484-1501 Phone: 484-1501 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $10,000.00 $235.70 $153.21 $120.00 $508.91 Total: Use: SIC: Sq. FI.: Residential Units: Mechanical License No : Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. 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: 16603 Date 12/25/2003 Property Owner: MICHAEL & GLORIA HARNISH Property Address: 14 HILLSIDE DR Contractor License No. : 21830 Company: Mike & Gloria Harnish Phone: 484-1501 Phone: 484-1501 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $10,000.00 $235.70 $153.21 $120.00 $508.91 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 (U.B.C.) and all other applicable Wheat Ridge ordin\:..Ces, or work under thi~ permit. _~ (OWNER)(CONTRACTOR) SIGNE 0vL" I CiU~ATE /.:;(-3(1- fJ,:/ Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: BASEMENT FINISH Il1~iID BUILDING DEPARTMENT USE ONLY toriitm'tooifllliits: Approval: Zoning: iluil~lrrg ComiiXlInts:: Approval: OM Pu~Wo_omm'"ts: Approval: Occupancy: Walls: SIC: Sq. Ft.: OK. 12/22/03 Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. ;;;p:Je iss . ce of a permit or the approval of drawings and specifications shall n. ot be construed to be a permit for, nor an approval of, any violation of the r . n of th i 9 codes or any other ordinance, law, rule or regulation ,~.." (4) (5) (6) spector Please sign Terms and Conditions on reverse side of page. 01 WH[.r COMMUNITY DEVELOPMENT DEPARTMENT ~~~ BUILDING INSPECTION LINE - (303-~34-5933) u ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE COLOR ,QO WHEAT RIDGE, CO 80033 - (303-235-2855) APPLlCA TION Building Permit Number: Date: Property Owner: ,~,. \ - \ "\ ' ,'-""'= .<, \> --.,~ Property Address: U.l ~,U.<;l<\<>- ~.r, Contractor License No.: Company:;}\ 't )=: Lb "'''' '" Phone: 0wi) '\'isLj - (s-o\ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 1 hereby certify that the setback distances proposed by this permit application are accurate, and do nol 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 10 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 Wheal Ridge Ordinances, for work under this permit. (OWNERIICONTRACTORj' SIGNED 76....< L"<.-l J - 'XoJ) w:... c.. DATE 1:>'/ () 10' (OWNERIICONTRACTORJ,PRINTED 1M.~d."","\ 3. \-10,,,,,,,'0. '" DATE r~./D /03 . DESCRIPTION: ~ fi-!A~ BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: c.')G ~ Approval: {/ PUBLIC WORKS COMMENTS: Approval: I z../:p--)o g Occupancy: Walls. Roof: Stories' Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: expiration Date: Approval: Expiration Date: Approval: Construction Value: $ \()P)()';;::' Permit Fee: $ Plan Review Fee: ~ Use Tax: $ Total Fee: $ SIC: /~//q I '~~':;/ /163 Residential Units: Mechanical License No: Company: (1) This p.-mk wIII"ued In accordance wtth the provisions let forUlln your appUcation Ind I. subJect to the laws of the State of Colorado and to the Zoning Regu\atlons and Building Cod.. ofWh.at RIdge. CoknHo or any ottter applicable ordinance. of the City. (2) Thl, permit thai expire if (A) the work authorized i. not commenced within sixty (60) days from 1..uI date or (B) the buikting authorized i. suspended or abandoned for. period of 120 dlys. (3) If thl, pennlt expires, I new penntt may be acquired for I fee of one-tlalf the amount nonnaUy required, provided no chang.. hlYI been or win be mad. In the original plan. and spedfications and any IUlpen.wn or ablndonment hi' not exceeded one (1) year. If changes hive been or if IUlpellsion or .bandonment exceed. one (1) year, full fen shaD be paid for I new pennIl (4) No WO/1( of any mI~ shaD be done that wiD chlnie the natural flow of wlter cau.lng I drainage problem. (5) Contractor shal notify the Bulkling Inspector twenty-four (24) hou", In advance for III in.pections and snail receive written approval on Inspection card before procHdlng wtlh succes.lve ph.... of thelob. (6) The I..uance of a pennIt or the approval of drlWings and specification. .hall not be construed to be iI permit for, nor an approval of. any violation of the provillonl of the bulkllnv lor any other ordlnance,llw, rule Of regulati<m. Mike & Gloria Harnish 14 Hillside Dr. Wheat Ridge, CO 80215 Inspection Services Division City of Wheat Ridge Colorado Owner: Project: Date: Harnish Basement Finish December 18, 2003 Contractor: Valuation: Homeowner $10,000 In response to your Building Plan Review Comments: I. Provide size and type of existing egress windows: 4' x 4' slider windows, openable area 21" x 44 3/4" 2. Provide size of egress window wells: 53" x 48" with steps 3. Provide copy of structural engineers plans & letter for new columns and footings proposed: Letter is included. Please refer to structural framing plans, project: 03-097-01. Building permit number 16129, approved 11/07/03. 4. Provide an AFCI circuit to new bedroom and provide alc with battery back-up smoke detectors inside and outside and battery smoke detectors through out remaining home per code. See plans for building permit #16129 for smoke detectors for remaining home. See corrections to plans for basement SID locations and AFCI circuit. Sincerely, rh !-~C~ 01 av-,.~ Gloria Harnish 303-484-150 I -C~" WHf~r 1'/ '"- " - C) u c; C'OLOR~QQ Inspection Services Division Buildin". Plan Review Comments i\ddress: Owner: l'rojcct: Date: 14 Hillside Drive Harnish Basement Finish Contractor: Homeowner Occupancy: R/3 Valuation: $10.000 December 15. 2003 1. Provide size and type of existing egress windows. 2. Provide size of egress window wells. 3. Provide copy of structural engineers plans and letter for new columns and footings proposed. 4. Provide an AFCI circuit to new bedroom and provide alc with battery back-up smoke detectors inside and outside new bedroom and battery smoke detectors through out remaining home per code. Please make these additions or corrections to the submittal and resubmit for review. if you have any questions please contact me at 303-235-2853. Thank ~ --t3(;~~ Darin Morg BO Codes Ad istrator December 16, 2003 Project #03-0297-02 Mike and Gloria Hamish 14 HiUside Drive. Lake\\OOd, CO 80215 RE: Basement Rnish Structural Recommendations 14 Hillside Drive Lake\\OOd, CO ENGINEERING Dear Mr. and Mrs. Hamish, At your request, E6 Engineering has reviewed the Architectural and Structural pans for the proposed addition and basement finish at the referenced address to respond to the Wheat Ridge Building Department Review Ccmments. It is E6 Engineering, LLC's professional opinion that the proposed modificaions to the main floor of the residence will not require modificalions to the foundations or footings in the basement area of the residence. A continuous load path should be constructed to support the new cei~ng joist beans. The load path is to consist of a minimum of (3) 2x4 post or blocking fran the beam bearing to the foundationlfooling level. Refer to the structural framing plans, project #03-0297-01 provided by E6 Engineering, LLC, to establish locations for the supporting posts. It is the intent of E6 Engineering, LLC that this work be perfonned in confom1ance with all requirements of the buildng authorities having jurisdiction aver this type of construction. All items of work are to be completed in a \MlI"krnan like manner, and in accordance with modem construction practices. As this letter is based only on visual obseIvations of the existing structure, E6 Engineering, LLC will not accept any liability for hidden defects in the design or construction of the original subject structure. ~. Steven L. E Principal Engi Sincerely, -1 - E6 ENGINEERING. LLC. 1176 S, BOSTON STREET, DENVER, CO S0231 P: 303,306,4541 F: 303.3061141 E: EBEZZ@MINDSPRING_CQM t.I ~Afllt.Aef,1! , L.IVINe;. ASOV!! NI!~ ~AL.L. .q. '.(1 .q. . jJ , ',,~ ~. ~ '. ." . ~ .:::.: : ..-:. :'~::.: : ,:-.,:':~.:. :. :-:.:'. ... :. ;~.": ':.: :-; <~.~. O[J NI!~ CJ.OeI!T I fi I * I INeT A 1.1. GOL.s.l_ fIIOOTINGr5 PEtit eTRue TU~AL. !N6INEl!fIt. pI"R FUTURE M~fN ,.1.0011& I'lI!MoC)eL o 4066 N!~ Z:>OOIlt ..~~;. GOL. UP RI!MOVI! eXI6TIN6 DOOfll , l'iAJ.J. ftl!MOVE ~AJ..L. .- AC>J:> HEAC>J!R PER eTRU<:'T. INcirlNEERIN6 BAfIt TOfl' I' -4.2 II A.pI . fill. fltI!MOV! AL.J.. PANI!J..IN<P ANO flte!PJ..AC!! ViITH 1 /~.. (i,YP'eUM SOARD (J..I<PHT OI'tJ'\NGrI! PI!!L. TeX.) 6" /2" 8 1/2" ViAL.L eej.C:>~ RI!MOVE AcoueTIC c:,elL.INcf, c I'tI!PI.AC,!! YiITH 1 /.2" <&YfD. St). / . '. '.' ... "'. . -. . ' . .. ~ -. -~ ..:;. . . · ~ -!\li. '. ~': ':.:':. t,<. :... .: ,~ ':- . '~:':. ~.: ': < .~,: '" : .~ .~ <' ~ .' .,:.' .... ~.. . , . /:1r.. litE-USe OLe> KITCHEN CABINf!TS :. : ~.:' : : .: :. : ....: : ~ . "..: . . tI' " ., . NOT!!l IIIt.!!P1..Ac::.!! A 1.. 1.. C>001llt.6 NOT c::.HAN<&!!C> BY IIILI!MOC'!1. Ae eILf!c,TIJ:) BY O~Nl!fIt Remodeled Basement Plan eeAJ.I: 1 /4". 1'-0" 1..1<&HT IIIt.!!QUIIIIt.!!M!!NT6: 1 0% 0,. 5-40 6.... . 54 6.". TOTAl.. V!!NT flt!!QUIIIIt.!!MINT6: 5% 0.. 540 6.". . 2"1 6.". TOTAl.. 1'S ".' .~ 'I> . f!XlaTINc;, ~INr>OViS AN~ 1!(i,I'tI!&S ~1!J..L.e . " ~ .~ ..~ ........ '.. . : ',' . '1>' .. . .. . . . Oi L.@ :J! .... U~ 02 ...a :cl U~ L. <:( L- V 0) a:: &U .. u CD ... -- -C>a ~~ <C"tJ~ lIP\O~ "0... CD.o m"eo c:.50 W~(.) Qu.i~ !:o-t: ,. ft It) as '-'......11. .. It) 00 op .. It) co ~ ~ t-- ~ j . CD C o .c Q. o o o -0 .c ~ o .. tn (5 L.. .- t) ~C .. c:" ~ .Q II 5 ~Z <1>8 -C > co ftS .t: 5 -0 .- 0 en Dffi~~~D. - - (J) <I> Q)c:)=J -C :c.. o,,~~ E .. T--o Q) 11II --- L.. II ~ ~. ~ c:~ .t:. co ._ 3: ~ '+- o ~ -- t) o o DATE: J 0/ J :>/0:> REVISED DATES: 5ht.n9. Ab1 9f 2 . ~ '" " ,J!. ; ~ 4: :. .: ~ .:-:, ~ .: .' : : 4: <. :. :::. : ,: :. :. :~:,:. :. .: -:. :. : ~:4:. :. ~<. :. : :-:. :- ; .~ : ' :, ~,:. :- :, ':.,.. : 4, : <, .: . : .:, : ". ' ". .:\.: < .: . : , '. ' '. "... . -::::: .~-:, :' ~:-- . : : '. :. : ~':, :.: :.::-- :- ;.a:. :' ~ ': ,: :- ; -:~':' < I.!i, . ,,~ . :'.q ,~ -9' ." ~...'r.; ,(.~:'~-1'~:.. .~_\~. j" i." 1('" .'. ~~. ," ;I" .' 01;. ." 'fl. , .ftJ 4 AL.L. AfltE!A5 NOT INDICATEC> TO HAVE EL.I!G-TRIC,AL. eHAN<Srl!a AR!! TO RI!MAIN A5 Ie ~. 1.jj'1,.., 'fi.' , .~ ;;'.i . 1 ; " ~ ;~if.~';! ";i:F~ ~~~:'.. ,- , ;";;?" "~'lI, . \ I I ) P / I I 1 \ ~1 ;j t \ \ i I / / ~ :."'f.~?, .:;.&..~.. 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DCI. . . . . . . . .J:>lfll!GT CONTACT ~/ IN6UL.. $0. . . . . . . . . . .t'IMMl!flIt et'lITCH $. . . . . . . . . . . .eIN~1..e P01..e et'lITc::.H $3 ...........8 - t'lA V f>t'lIT CH $4. . . . . . . . . . :4-t'lAV at'lITCH $r. . . . . . . . . . .TIMI!IIt f>t'lITCH .fI"/~fD.. . . . ....."UNt:1 PAUl.. T /~.fI'. GOYl'!fIt L.V... . . . . . . . .L.OYi VOL. TA<f,L'! fII'XTUfIC.! II' A flit .. . . . . . . .F' A lit L.AMfI' 0.. . . . . . . . . .GL-cr.. MNT. FIXTUIltE 0. . . . . . . . . . .P!NC>ANT a: . . . . . . . . . .KI!VI-I!f>f> a: P.c: . . . . . .KeV1..ef>f> - PUl-l- CHAIN -n ........ .I<I!VL.I!.. - ~AL.L. MOUNT -0 . . . . . . . . . .~AL.L. MNT. fII'XTUIfC-I! D . .. .. .. . ..ac::.ONCe IIJ ..........6 TE" /S flit leI< I-I<irHT flIXTURE'. I--t ..... .UNO!'" CABIN!T flL.UOflt. " , ' . ':: ~".:, :' ~ .:-: :' .: . '. :. : ~ -: :'~.:. :. ' ~. " ' "" " . c . , : ,: ~ :' , .' '. .. ': :~ :-. , , '''' . ~. . .. . - . . ~. . . . ' : .~. 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TfltlM ~ITH o IC~ t-tOUf>INcP IN CONTACT ~ITH INSUJ... OR TG~ J^lHER! NO INeUJ..ATION 4" ReG. CANe: SAFflL.! TIltIM ~ITH Ie 1 Of't Te 1 HouelN~ @4- ~AL.L. ~AeH: 6" eGOOP )^!A1.L. ~ASH ~ITH BAPflj.! @ 51-OF! CEU..INGr: SUFE'" 51.0PE BAFFL.!! ~ITH TCq ~6 @ SUFER 5L.OFt! HOUSINGr SLP L:~7iT1'I ()i L-@ ::18 ... ! \J~ ()2 ...~ ..... 0 .e::::1 \Jc( L- <J( L- V 0) C ILJ u CD .. -- .c>. Uca ...~ <(-0. .. 0 ~ "'0.- CD.o CD" co c.: 0 W~(J auu ~ !;~ 1ft It) as '-'t--CL D o -c .c ~ L: .!! 8 Sc .. c:" ~ .Q ca 5 ~:z: (J) 8 -C > CO ca.t: 5 -C .- 0 en ~ c: .. (J) s..;. CO .2 :g ~ - en (J) ~~:=-, '-' J: ~ o,,~~ ~c~:g '- ca 0::: ~ CI) m c:~ .c: CO ._ 3: =t -LA. P D .. It) 00 op .. It) CD ..-... o N ...... ........, j I CD C o ,&: Q. D ~ \f- o ~ -- () D DATE: 10/ 1 ~/o~ f{EVISED DA TtS: sht.nQ. Eb1 Qf 2 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: 16129 Date: 8/28/2003 Property Owner: MIKE & GLORIA HARNISH Property Address: 14 HILLSIDE DR Contractor License No. : 21830 Company: Mike & Gloria Harnish 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: ROOM ADDITION, INTERIOR RENOVATION BUILDING DEPARTMENT USE ONLY lP~mmllE Approval: MP Zoning: R-1 -'."'~'- _~'_"',,,/l_ Approval: OM -.:'--rksi-'" _u_. .._/lJl(~ Approval: Occupancy: 11/7/03 OK PER REOLlNES 11/24/03 ROQL" -c::::-- --/. tories: Walls: Electrical License No : 18958 Company : Edgewater Electric Expiration Date: 2/28/2005 Approval: OKlKS P mbing License No : 21 861 Company :S.W. Plumbing, In Expiration Date: 2/23/20 Approval: oklks Phone: 484-1501 Phone: 484-1501 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $95,000.00 $1,246.45 $810.19 $1,140.00 $3,196.64 Total: Use: SIC: Sq. Ft.: Residential Units: Mechanical License No : Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the BUilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. 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: 16129 Date: 8/28/2003 Property Owner: MIKE & GLORIA HARNISH Property Address: 14 HILLSIDE DR Contractor License No. : 21830 Company: Mike & Gloria Harnish Phone: 484-1501 Phone: 484-1501 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT SIC: Sq. Ft. : 11/7/03 ~ote: '1I1'.T>tO~ ?lease '\lle fOf loCat'..dlll\', to the SnailS' \ acCO' ds ~Of IS fe. 'Y fO'lC",ell S n\ slandaf . . ()VIIIet' con IIstructIU\',.\"'~ ;(\ dC'Ic\ol'''':\C (uforr<,a'.\on OK PER RED LINES 11/~and ~l'lan and f' '~"')L "f \na~c,~~ ccr,sttUc\\on art't~~t~ \S not t~s'~~(\. ~I\<.l.n :J~\. ~n ,.,\~ ~'[Ifol:rl\:,.\\Otl ,he \ ,,>~ \,' ,h\I~' Lt;. t \f\.wcuta.v s.U\)r;11tl..... . \,1\\.'i' g, \rl1\n ~rr01S ,-.;S 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) S,GFJ.@U-o tA1/t1v>JbIJ DATE lib( f. 03 ROOM ADDITION, INTERIOR RENOVATION Description: BUILDING DEPARTMENT USE ONLY -..-.,'-"'- _1I3_\I!lIU Approval: MP Zoning: R.1 Q~ Approval: DM Fi_W__' Approval: Occupancy: Roof: Stories: Walls: Electrical License No : 18958 Company : Edgewater Electric Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : 21724 Company :Contlnental Plumbing & Heating Expiration Date: 8/1/2004 Approvai: OKlKS Construction Value: Permit Fee: Plan Review Fee: Use Tax: $95,000.00 $1,246.45 $810.19 $1,140.00 Use: Total: $3,196.64 ., )S._~~_ ' \f.f~J' Residential Units: Mechanical License No : 21724 Company: Continental Plumbing & Heating Expiration Date: 8/1/2004 Approval: OKlKS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio f the buildin codes or any other ordinance, law, rule or regulation C ector Please sign Terms and Conditions on reverse side of page. ~' WHEAr ." ~ / ~ 0 - " U ~ eOL OR ~,sP COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPl..lC4 TION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: (vI i k E t GianG. /L) H;/Isiol E- 'iJOrnisJ; 1Jr-I.Ve.- Phone: :5 0 s 4J'LJ-15ol OW!'\ERlCOl'iTRACTOR SIGNATVRE OF li'l\DERSTANDlNG A."'D AGREEMEl"T Phone: Construction Value:$ cb)(X:)O Permit Fee:$ Plan Review Fee:$ 1e:5 Use Tax:$ Total:$ 1 hereby certify that the setback distances proposed by this permit application afe accurate, and do not violate applicable ordinances, rules or regulations oflhe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made afe accurate; that J have read and agree to abide by all conditions printed on this application and that J assume full responsibility for compliance with the Wheal Ridge Building Code (U.B.C) and all other applicable \\'heat Ridge Ordinances, fOf work under this permit. ,OWNERXCONTRACTORj, s<~u.~v: CO (O'A'NERXCOI\'TRACTOR): PRI!'\'TED ~CVt4kE~.) DATE IRl IE lC IE ~ \f IE [)) N () V " 'i 2003 BUILDING DEPARTMENT USE ONLY -.,,-...------ SIC: ---- 11/,/03 " ., ZONING COMMENTS: Approval: O~ lIP Zoning: R-1 BUILDING COMMENTS: ""- t.J(;-~ ~1~~lCl3 Approval: ~ PUBUC WORKS COMMENTS: Approval: Occupancy: Walis: Roof: Stories: Residential Units: DESCRIPTION; KMTJ-, A,;:loli-h<0J /~ r> /-+2,.-1 ("y- Electrical License No: / J 'Is Y Company; EC!je-(,.Jc'./-c.,,- _ E7 ec-!'--' cc.,) Expiration Date: Approval: Plwnbing License No: d. I 7;2 <j Company: do n-h.>} e -, fr..J P/u.-..J,,; ?) Expiration Date: Approval: R e /Y> (~d, -ej Mechanical License No: ~] / '7 ~ 7' Company: Ce-nhrj E~ P/ur>> b;.'J Expiration Date: Approval: (1) This permit w~ issued in accordance willi the provislonS set fonh in )'OW' application and is subjcctlO the bows of me Slate of Colorado and to the Zoning Re~ulations and Buikling Codes ofV.'heat Ridge, Coklrado or any other applK:able ordinances of the Cif)'. (2) This pennil shall cr.pire if(A) the work authorized is not commenced within sillty (60) days from issue date or (B) the: building authorized is suspended or abandoned for a period of 120 days. (3) If this pennil ellpires. a ne\l, penuit may be acquired for a fee of one-half the amount normally required, provided no changes have been or .....ill be made in the original plans and specifications and any suspmsion Of abandonment has not eJl.Ceeded one: (I) year. If changes have been or if suspension or abandonmenl exceeds one (1) year, full fees shall be paid for 11 nev. penniL (4) No work of any manner shall be done thai .....ill change the natura] no..... of luter causinS a drainase problem. (5) Contractor shall notify the Bui1dins Inspector Iwenty.four (24) hours in advance for all inspections and shall recei\'e written approval on inspection card before proc~inH with 5uccessi,.e phases of the job. (6) The iSSWUlce of a permit or the approval of dra.....ings and specifications shall nOI be construed to be a permit for, nor an approval of, any violation of the provisions ofm ing codes or any other ordinance, law, rule or ~gulation. .~'.W"f<r ~ ,~ , I:: ''i, \U ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLlCA nON Building Pennit Number: D~.~ . ,"ltJ/1 \ '.. iwrl' ) II; i , Property Ov.ner: Property Address: Contractor License No.: Company: Phone: 30> -'i3'(- ISO} Phone: ~~- -=fJOl.'!JI81 OW:"'ERlCO:"iTRACTOR SIG:\An:RE OF nm[RSTA:'\OI~G A!,;D AGREE!\IEST I hereby certify that the setback distances proposed by this permit application arc accurate, and do nOl violate applicable ordinances, rules or regulations of the City af\Vheat Ridge or covenants, easements or restrictions of record; that all measurements shov.Tl, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that J assume full responsibility for compliance with the \\'heat Ridge Building Code (U.B.C) and all olher applicable Wheat Ridge Ordinances, for work under this permit cri~/Z.-/ 1.. ~y (l".oH DATE 7/rrjO$ 7/1f"/d3 Construction Value:$ j 3~ I" ~ ;) Permit Fee:$ Plan Review Fee:~ Use Tax:$ Total:$ (O\\'NER)(COr>;TRACTOR): SIGNED BUILDING DEPARTMENT USE ONL Y ZONING COMMENTS: . . D 11/0/03 Approval: O~ 1ft ., Zoning: 1<-1- SIC: ~ (OW:--;ER)(CO:--;TRACTOR): PRl:-..'TED DATE DESCRIPTION: , f(.P<fJ'V'> I'rQP I "1z~"...:J I / "-''1-\'4-..A {<.e.,u "u,+r1<>r- BUILDING COMMENTS: Approval: tJiL ~ fluIf~ Brr 8fd/43 PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: (7 7 2..-172-4- f<-J.? Electrical License No: 11f95t3 Company: (P~""" &E.Ct Plumbing License No: 2A (~ Company: cot'-''"i"1P''~ Mechani"cal License No: Company: (""'/,,17"'<~ Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (I) This pemlit was issued in accordance with the provisions set forth in your application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or all) other applicable ordinances or the City (2) This pemlit shall e.'tpire if(A) the ...or): authorized is not commenced within si."\.t) (60) days from issue dale or (B) lhe building allthorized is suspended or abandoned for a period of 120 days (3) lfthis pennit expires, a ne...... pemlit may be acquired for a fee of one-half the arnountllomlally required, provided no changes have been or will be made in the original plans and specifications and an). suspension or abandonment has nOf e.\ceeded onc (I) year_ If changes have been or if suspension or abandonment e:\ceeds one (I) year. full fees shall be paid for a new pennit (4) No work of any manner shall be done du.t will change die natural flow of water causing a drainage problem. (S) Contractor shall notify the Building Inspector lwenty.four (24) hours in advance for all inspections and shall receive written appronl on inspec{ion card before proceeding ....idl successive phases of the job. (6) The issuance ofa pennil or the approval of drawings and specifications shall not be construed to be a pemlil for, nor an approval of, allY violation of the provisions of the .lding codes or any olher ordinance, 1;IW, rule or regulation c~~d)tech Hepworth.Pawlak Geotechnical, Inc. 10302 South Progress Lane Parker, Colorado 80134 Phone; .10.1-841-7119 Fax; .10.1-841-7556 hpgeo2@hpgcotech.com June 30, 2003 Mr. Larry Rauh Rauh Borthers 11942 Westlake Avenue Littleton, Colorado 80127 Job No. 203 193 Subject: Geotechnical Engineering Study, Proposed Residence Addition, 14 Hillside Drive, Wheat Ridge, Colorado. Dear Mr. Rauh: This report presents the results of a geotechnical study for the proposed addition at the above referenced site. The site location is shown on Figure I. The purpose of the study is to develop recommendations for foundation design and construction recommendations. The study was conducted in accordance with our proposal to you dated May 28, 2003. Proposed Construction: We anticipate the proposed addition will consist of a one-story, wood-frame structure with brick veneers. The addition will be located near the rear southwest of the existing house. No below grade levels are planned. The proposed addition with respect to the existing house is shown on Figure 2. The foundation loads are expected to be light. If the design varies from the description presented above, the recommendations presented in this report should be re-evaluated by us. Site Conditions: The subject lot is occupied by a single-family residence which is located on the south side of Hillside Drive. Adjacent parcels are occupied by single-family residences. The existing residence is a one-story structure with brick veneer. The proposed addition location is currently a garden area. The ground surface in the area of the addition is relatively flat with no discernable slope. Areas immediately south of the addition location are landscaped with sod and ascend toward the southern property line, with about 4 to 5 feet of elevation difference. The topography in the general vicinity of the site would be described as gently rolling with a slight to moderate slope to the northwest. Crown Hill Lake is about 3,000 feet east of the lot. No other surface water or bedrock outcrops were observed in close proximity to the site. -, Addition - 14 Hillside Drive June 30, 2003 Page 2 Field EXDloration: Field exploration for the project was conducted on June 11,2003. A boring was drilled within the proposed addition envelop marked by the client. The approximate boring location is shown on Figure 2. The boring was advanced with 4-inch diameter continuous flight augers powered by a truck mounted Longyear BK-51 drill rig. The soils were logged by a representative of Hepworth-Pawlak Geotechnical. Samples of the subsoils were taken with a 2-inch J.D. California spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140-pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method 0-1586. Penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the boring log, Figure 3. The samples were returned to our laboratory for review by the project engineer and testing. Subsurface Conditions: A graphic log of the exploratory boring and a legend of symbols used and exploration notes are presented on Figure 3. The subsoils encountered consisted of a thin layer of clay topsoil overlying moist to very moist sandy clay to a depth of 9 feet, which in turn was underlain by sandstone, interlayered claystone and siltstone bedrock to the maximum depth drilled, 25 feet. Based on the blow counts, the sandy clay is stiff to very stiff and the bedrock is mediwn hard to hard. Free water was encountered at a depth of 11 feet at the time of drilling. When the borehole was checked for water six days after drilling, groundwater was measured at a depth of 7 feet and the borehole had caved at a depth of 15 feet. Laboratory testing performed on samples of the soils and rock included moisture content, unit weight, gradation analysis, and swell-compression. The results of swell-compression tests, Figure 4, show the sandy clay has a low swell potential ranged from 0.2 to 0.8 percent when the samples were welled under a surcharge of 1,000 pounds per square foot (pst). The moisture content of samples varied from 22.8 to 42.2 percent. Laboratory test results are shown on the boring log, Figure 3, and summarized on Table J. Foundation Recommendations: Based on the proposed type of construction and the data obtained from the field investigation and laboratory studies, the addition can be supported on helical piers or spread footings. Since till may exist near the existing foundation walls, it is our opinion that helical piers are the most appropriate foundation H-P Geotech 203 193 Addition - 14 Hillside Drive June 30, 2003 Page 3 system for support of the proposed addition. If spread footings or pads are used, any fill encountered within the foundation excavation should be removed and the footings extended down to the natural soils. The following criteria should be used in design and construction. Helical Piers: I) The anchors should be double helix of at least an 8-inch diameter. Helical piers, at least 15 feet long and bearing into the sandstone or claystone bedrock, are estimated to have an ultimate axial bearing capacity of 35 to 40 kips. Torque measurements can be used as a guide when determining the ultimate capacity, and a factor of safety of 2 should be used to calculate the allowable bearing capacity. Higher capacities are possible with a larger helix and higher torque. 2) The capacity of the piers should be confirmed by using a torque gauge and a tested calibration factor. 3) Lateral loading should be resisted using counterforts. Uplift capacity can be taken as 75 percent of the compression capacity. For uplift, the factor of safety should be increased to three. 4) We recommend full time observation of the helical pier installation by a representative of the geotechnical engineer. 5) Movement between the addition and the existing residence will be differential with respect to the existing residence. We recommend a structural joint be provided between the addition and the existing residence. Smead Footings: I) Spread footings are a satisfactory alternative. Footings placed on the undisturbed natural soils should be designed for an allowable soil bearing pressure of 2,500 psf and a minimum dead load pressure of 800 psf. A pad and grade beam system may be necessary to achieve the recommended minimum load. Based on experience, we expect settlement or heave of footings designed and constructed as discussed in this section will be about I inch or less. 2) Movement between the addition and the existing residence will be differential with respect to the existing residence. We recommend a structural joint be provided between the addition and the existing residence. 203 193 H-P Geotech Addition - 14 Hillside Drive June 30. 2003 Page 4 3) Continuous footings and pads should have a minimum width of 12 and 18 inches respectively. 4) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 5) Continuous foundation walls should be reinforced top and bottom to span local anomalies, such as by assuming an unsupported length of at least 10 feet. 6) Any existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to natural soils. 7) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. Foundation and Retainin!!: Wall Recommendations: To our knowledge, neither foundation or retaining walls will be used on this project. Iflateral earth pressures are needed, we should be notified to provide values on a case by case basis. Floor Slabs Recommendations: Considering the subsurface conditions encountered and the swell-compression test results, the natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The design and construction criteria presented below should be observed for floor slabs. The following measures should be taken to reduce damage which could result from movement should the underslab materials be subjected to moisture changes or settlement. I) Floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. 2) Interior non-bearing partitions resting on floor slabs should be provided with slip joints at the bottom so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboard, stairways and door frames. Slip joints which will allow a void space of at least I inch are recommended. 3) Floor slab control joints should be used to reduce damage due to shrinkage cracking. Control joint spacing is a function of slab thickness, aggregate size, slump and curing conditions. The requirements for concrete slab thickness, joint spacing and reinforcement should be established by the designer based on experience, recognized design guidelines and the 203 193 H-P Geotech Addition - 14 Hillside Drive June 30, 2003 Page 5 intended slab use. Placement and curing conditions will have an impact on the final concrete slab integrity. 4) All plumbing lines should be tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections should be provided for slab-bearing mechanical equipment. Underdrain System Recommendations: Since no below grade areas are planned, an underdrain is not required. If plans change to include a below grade area, we should be notified to reevaluate our recommendations. Surface Draina!!:e Recommendations: To reduce the potential wetting of foundation soils, it is important to provide good drainage away from the foundations or slab. The following drainage precautions should be observed during construction and maintained at all times afterward. I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisturc and compacted to at least 95 percent of the maximum standard Proctor density in pavement and slab areas and to at least 90 percent of the maximum standard Proctor density in landscape areas. 3) The ground surface adjacent to the addition should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location shown on Figure 2, the proposed type of construction, and our experience. Our findings include interpolation and extrapolation of the subsurface conditions identified at 203 193 H-P Geotech Addition - 14 Hillside Drive June 30, 2003 Page 6 the exploratory boring. Variations in the subsurface conditions may ~ot become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified sol that reevaluating of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our infor~ation. As the project evolves, we should provide continued consultation and field *rvices during construction to review and monitor the implementation of our recomtendations, and to verify that the recommendations have been appropriately interpreted.! Significant design changes may require additional analysis or modifications to the reco,*mendations presented herein. We recommend on-site observation of excavations! and foundation bearing strata by a representative of the geotechnical engineer. If you have questions, please call. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, Inc. Me-t /"1~ Nick Cheng, E.t". -.J Staff Engineer Reviewed by ~iwy, PC Project Engineer 203 t 93 H-P Geotech -ij,'~::;~:~ liRiL:.~~..~~ ..\] \i;"~r.~.~-;.~.'::r.t I. ,,:p.t..'l-'iii~~ ~!~.~...'~.'..'.~ ........;.~...I.........~.. '..... ..........;.. tr~ 1 . : ! . ~" 1)1::;' ;' (, i~.. ~.. ;.11... ~lJ.~ Up.... 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F..~--.i';;,."~:' .' f-._ .. ._/' }I .... X:,:/ 1 ' .. ;.~_ ~'!" "F' /.:.-..:~ : ' .. 5 . . ]~I: "'" ,; '>~ ."r ~~ ~.~...~~;. ; ;.i~ .\ '~ '.'_' ":... .~ V '. ;-." . ;"':#i '~::]i: " . I :-'-",~:; ~~ . " ~', ~?: ~~ 1."" '\ .. , ~, .,:;!'-,} .- e.' '" J / ~ . ~~";..Pi ,.' a-:~~ i~ ":'~J:.< ":":"J~ .. .. J ... ...... ... ~ '...., :""-..,, Adapted from DeLORME XMap (1" = 2000'). HEPWORTH-PAWLAK GEOTECHNICAL, Inc. ADDITION -- 14 HILLSIDE DRI 'E SITE LOCATION FIG. 1 203 193 Not to Scale 203 193 Hillside Drive Garage Existing Residence HEPWORTH-PAWLAK GEOTECHNICAL, Inc. Patio ADDITION - 14 HILLSIDE DRIVE BORING LOCATION FIG.2 '$ '" LL .s:::: 15. '" o 203 193 B-1 o 5 10 15 20 25 30 LEGEND 14/12 WC = 42.2 00=78 SP = 0.2 ~ TOPSOIL, sandy clay, very moist, dark brown. t] CLAY, slight sandy to sandy, stiff to very stiff, medium plasticity, moist to very moist, brown, yellow brown. 30/12 WC = 41.9 OD=80 SP = 0.8 II SANDSTONE BEDROCK, silty, medium hard to hard, fine to medium grained, moist to slight wet, yellow brown to brown. 49/12 wc = 22.8 00 = 106 +4 = 0 -200 = 45 II CLAYSTONE AND SILTSTONE INTERLAYERED, medium to high plasticity, hard, moist to wet, olive gray to brown. 50/6 14/12 Indicates 2" I.D. California sampler. 14/12 indicates 14 blows of a 140 Ib hammer falling 30" were required to drive the sampler 12 inches. Indicates depth to free water and number of days after drilling measurement was made. Indicates depth borehole had caved at time of water check. o 50/8 50/8 NOTES: 1. Boring was drilled on June 11, 2003 with a track mounted Longyear BK-51 rig powering 4-inch diameter continuous flight augers. 2. Location of boring shown on Figure 2 is approximate, and was measured from features shown on the site. 3. The lines between strata represent approximate boundaries and transitions may be gradual. 4. Groundwater level shown on the log was made at the time and under the conditions indicated. Fluctuations in the water level may occur with time. 5. Laboratory Test Results: WC = moisture content in percent DD = dry unit weight of sample in pct. +4 = percent of gravel fraction. -200 = percent of silt and clay fraction. SP = swell potential in percent. ADDITION -- 14 HILLSIDE DRIVE BORING LOG, LEGEND AND NOTES HEPWORTH-PAWLAK GEOTECHNICAL, Inc. FIG. 3 203 193 4 1 Moist ure Content - 42.2 percent Dry U nit Weight = 78 pet Sam pie of: CLAY (CL) From : Boring 1 @ 2 ft. . --- ---~- -I>-" Sli ght expansion on wetting - ""'- - ... ""- '-.., , \, 3 2 ~ e::1 ...J ...J W ~O CIl Z o 00-1 CIl w 0:: 0..-2 :::; o () -3 -4 0.1 1 10 APPLIED PRESSURE-KSF 100 4 MoistureContent - 41.9 percent Dry Unit Weight = 80 pcf Sample of: CLAY (CL) From: Boring 1 at 5 feet - l I-r IIII Expansion on wetting V - --- - :if ~ - I"-.., r-- "l ..... _. 3 2 ~ o ~1 ...J ...J W ~O CIl , Z o 00-1 CIl w 0:: 0..2 :::;- o () -3 -4 0.1 1 10 APPLIED PRESSURE-KSF 100 HEPWORTH-PAWLAK GEOTECHNICAL, INC. ADDITION - 14 HILLSIDE DRIVE SWELL-COMPRESSION TEST RESULTS FIG. 4 HYDROMETER ANALYSIS 1-- -'--- ------.- ---------- ------------ =1' SIEVE ANALYSIS ---------- #4 3/8" 3/4" 1-112" 100 435MIN. 6DMIN_ 19MIN. 4MIN. 1MIN. #200 #100 #50 #30 #16 90 80 70 60 '" Z50 "' UJ <(40 ll. f- ffi30 U '" UJ20 ll. 10 o .001 .002 #8 3" 5" 8" -= -~ -- :---~-- 't- -- - --.-- -:::: I: - --- ,- --... -- ..... -=: =: , --- - -- C--=c- - --+-- .. -- - ~ I- I -. - - '-'- ~.:-- c: I --- - C_~=== - - - ~ t: -- ~ - - .. -- - rc- j.c: - - ~ 1':- - --... --- .u. -:c -= i=:=-+-. 1=- - .. _._- - 'u, t- F -- -- , -- j - - .. - '0" = , ~ - t -'-- =- - -.- - "n" -- -I-- - _:+ ---, --.- 203 193 L .005 .009 019 .037 .074 .149 .297 .59 1.19 2.38 4.76 9.52 19.1 38,1 76.2 127 200 DIAMETER OF PARTICLE IN MILLIMETERS SAND GRAVii:" -=r MEDIUM --=[COARSE t '-;I~.~.=J'~" COARSE - L CLAY (PLASTIC) TO SilT (NON-PLASTIC) FINE COBBLES GRAVEL: LIQUID LIMIT: SAMPLE OF : o 55 % SAND: 45 % SILT AND CLAY: % PLASTICITY INDEX: Sandstone FROM: B-1 @10feet HEPWORTH-PAWLAK GEOTECHNICAL, INC. ADDITION -14 HILLSIDE DRIVE GRADATION ANALYSIS FIG. 5 ~ '0 '" Ol '" a. 0 z ..i <( !:2 z J: 0 W I- 0 .,.. W W C) ....I ~ ID :5 ;:: ~ 0.. . J: I- 0:: 0 == 0.. W J: '" Ol ~ '" o N o Z !D o ..., UJ ll. >- I- '" U 0 >- >- '" "0 "0 0 C C UJ '" '" W to UJ UJ Z '" ::J :j ~ 0 -" S S 5 CIJ >- ~ 0 en Z :5 ...J <l: () () CIJ -" <( U- F en UJ z ll. Cl UJ 0 '" I- 0 <( ~ N "< 0 O. I 0 ll. ~ () "- a -" I '" -" l- => UJ 3: UJ s: en en u >< l- F UJ ~ UJ 0 :J ::'i if: Cl ll. '" UJ to '" 0 I- UJ '5 ~ ~ 0 :J :J f- >- 0:: 0 "" ~ ~ It) ~ I- "" -" U "- u; 0 !D z :5 0 ~ 0 ~ It) LL Z It) 0 <( 0 ~ en ~ Cl <l: -" :::; UJ ::;: ~ ~ 0 :;;) CIJ Cl u: -" u ~ l- e,. co >- Z I- eo 0 0 => '" I r- eo ~ !;( 0 => Cl z W s: -" UJ I- ~ a:: z N ~ "< => UJ ~ => l- I- N ~ N !;( en z "- .... .... N 5 0 z ::;; u F '" It) 0 ll. :B N ~ Z ~ ~ UJ 0 ..J 0. !;( ::;; <( () Cl UJ 0 -" z i'i' ~ 0 to CIJ f- ...J :;;) CI) W 0:: f- CI) W DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pe mit Number: 95-1372 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :7/10/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: LEML GEORGE Property Address: 14 HILLSIDE DR Contractor License No.: 17258 Company: Drury Bros. Roofing OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 239-8157 Phone: 722 2213 I hereby certify that the setback distances proposed by this permit aPflication are accurate, and do not violate applicable ordinances, rules or regulations of the City 0 VVheat 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 responsibili~ for compliance with the VVheat Ridge Building Code (U.B.C.) and all other applicable V\lheat Ridge ordinances for work under this per '. (OWNER)(CONTRACTOR) SIGNED AkATE i-J/J-fJs- ( Constru tion Value: $6,000.00 ermit Fee: $81.00 Plan eview Fee: $0.00 Use Tax: $90.00 Total: $171.00 This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of th State of Colorado and to the Zoning Regulations and BuildinQ Code of \/\/heat RidQe, Colorado or any other applicable ordinances of the C~y. This permit shall expire if (A) the work authonzed is not commenced wflhin sixty (60) days from issue date or (B) the ilding authorized is suspended or abandoned for a period of 120 days, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no c nges have been or will be made in the original plans and specifICations and any suspension or abandonment has not exceeded one (1) year. If changes ar made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive . en approval on inspection card before proceediing with successive phases of the job, The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor approval of, any violation of the 7s'I::e !:2:z~;ordinan'e. law. "Ie or regulation Description: REROOF BUILDING DEPARTMENT USE ONLY IUI._"~~ Approval: Zoning: m: j - JJKmrlllllUllf ~~,::::-."...:".::".,;,:::.w:..,:;,:::;~::::~~,~;x~::-.::::~~~;;,::::~@ Approval: m_wA'tla'H!II!!lifil" ~~~n:~!:~m~~~~: ';:;' ~.;>~ >;..'; >; ;:::>;mM Approval: Occupancy: Walls: Stories: Roof: Electrical License No : Company: Mecha Comp Plumbing License No : Company: Expiration Date: Approval: ;!mlijlIRII~IIH#1 Expira Appro Expiration Date: Approval: K~"I.!!MMlii (1) (2) (3) (4) (5) (6) Re idential Units : ical License No : y: on Date: I: :;:~ ~>>> Jl&WtrT!~illii.l THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 15-'" , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 !AH'):, } &2 r;.. e. "'-W-- ::h~ I Y )-j Cd'4_1-Q,lQ lJ-""- (?;;1''-5 Company: J1~ ~\l) ~1./) ~;/Y1 j I Building Permit Number: Date: Property Owner: Property Address: Contractor License No. : Phone J,"3l1 - :7157 Phone: I J d - ;;J, .;;l. ) ?:> OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: F k, D DO (J() Permit Fee: :.3! 0-;:/ 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 8Qree to abide by aU 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 ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED \ ~ I. "-", h ,'--... f---jl.~A:31i}.DATE Description: '.YJ'J\,~ Use Tax: 9CJ. CfrJ Total: /-/ I. cH~ BUILDING DEPARTMENT USE ONLY Approvai : Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: lliiIliil?~u'-i!lI Expiration Date: Approval : D!I '''_..:........".....''''''':01 .. N#mImJ~i~'M!t;~!W1-lJlj;iliJ Expiration Date: Approval: . (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of \l\lheat Ridge, Colorado or any other applicable ordinances of, the City This permIt shall expire If (A) the work authorized IS not commenced wlthm sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this penni! expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennlt. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hOurs in advance for all inspections and shall receive written approval on inspection card before proceedling with successive phases of the Job. The issuance of a permIt or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation (4) (5) (6) Chief Buiiding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION