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5730 W. 39th Place
INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: 113J- ADDRESS: 6'-7/7� & � �1�, /�'�. �--l�l JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation uo not Pour concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground . a. 4, - g Do not Lover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof . a. 4, - g 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:,,;�o J 1jQ 2,� 7T I ADDRESS: �,5q -36 GJ J. JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Land scape/Park/Planning* Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 *'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. / L/ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll c q - P1,111- / Job Address: 5 7 3 0 U -, � 9 "' P) Permit Number: a © 1 `7 C '7 -9 3 -7 ❑ No one available for inspection: Time / r✓ = (O/PM Re -Inspection required: Yes (�_o When corrections have been made, call for re -inspection at 303-234-5933 Date: 'D �5- ) 8 Inspector: DO NOT REMOVE THIS NOTICE �. 1-7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -/ o,7 - �— �'.,� t Job Address: `� `7 3 t) 1y 3 9 -Lb Permit Number: o i `7 b 9 -3 -7 ❑ No one available for inspection: Time 'F:7-0 &PM Re -Inspection required: & No When corrections have been made, call for re -inspection at 303 -234 - Date: / ))/9' Inspector: -7-27� DO NOT REMOVE THIS NOTICE ct 44, CITY OF WHEAT RIDGE Build&6 Iri'spectiorrDivibion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 & - Job Address: S-730 W 3 R fh p) Permit Number: & o 1'7 0 9 9 3 '7 ❑ No one available for inspection: Time ) a =S:73 AM/M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: / '0 & I 6-6—Inspector: `T15 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201709237 PERMIT NO: 201709237 ISSUED: 11/22/2017 JOB ADDRESS: 5730 W 39th PL EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 7 square; 3/12 pitch with GAF impact resistant asphalt 16 squares; 23 squares total *** CONTACTS *** OWNER (720)552-7653 THADDEUS & MICHAELE KEYES SUB (303)749-5830 Mark Pijanowski 130245 All Phase Restoration *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: R-3 / Residential SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 709.10 *** COMMENTS *** *** CONDITIONS *** midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201709237 PERMIT NO: 201709237 ISSUED: 11/22/2017 JOB ADDRESS: 5730 W 39th PL EXPIRES: 11/22/2018 JOB DESCRIPTION: Reroof: 1/12 pitch with EPDM/TPO 7 square; 3/12 pitch with GAF impact resistant asphalt 16 squares; 23 squares total I, by_ my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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?ermit: Pfurther attest that I am le ally authorized to include all entities named within this document as parties to the work to be perrmed that all work to be performed is disclosed in this docume an 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 accompanyingdans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspedlonsand 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 oy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Q. ft Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook .,I -u I IU� c -3 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, November 22, 2017 8:45 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address 5730 West 39th PI Property Owner Name Thad Keyes �Ql Property Owner Phone 720-552-7653 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 21 Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes Incarnation-sianed work auth. CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) All Phase Restoration 130245 303-749-5830 Contractor Address 12362 Dumont Way, Littleton CO 80125 (Primary address of your business) Contractor Email Address Sstoecklein@aprestoration.com Retype Contractor Email Sstoecklein@aprestoration.com Address DESCRIPTION OF WORK TOTAL SQUARES of 23 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) 18,000 No Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 22 What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof. Type of material for the FLAT roof: What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof. Type of material for the PITCHED roof. Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 1/12 7 EPDM TPO/EPDM 3/12 16 GAF impact resistant shingles Asphalt Duplex SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City Yes Yes 23 to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Shannon Stoecklein Email not displaying correctly? View it in your browser. 24 Ail P, BASE. RiESTORATiON lYhcic (ions. cnmc fiii Work Authorization All Phase Restoration 12362 Dumont Way Littleton, CO 80125 Ph: 303.749.5830 I James Hou, Agent (the "Customer") hereby affirm that I am the property owner or agent for the job location described herein and that I have the right and power to enter into this agreement. I authorize Ali Phase Restoration (the "Company") to provide services to the real property, personal property, and contents of the property described as Incarnation resident owners association (the "Property"). I also hereby hire and authorize the Company to provide the services (the "Work") that I have initialed below and accept responsibility to the Company for such services rendered: 0 Yes 0 No Emergency mitigation. I authorize the Company to perform emergency mitigation services. I agree that mitigation shall be considered complete when restorable structural materials and contents have been returned to pre -loss equilibrium moisture content (EMC) as measured with a moisture meter on similar materials in an unaffected area of the structure, if available. © Yes 0 No Reconstruction. Upon my acceptance of the Company's cost estimate, I authorize the Company to provide reconstruction services as described therein. I agree that reconstruction shall be considered complete when restorable structural materials have been returned to a pre -loss condition. I authorize the Company to enter the Property, supply all materials and perform all necessary labor to provide all authorized Work. I also agree to allow the Company to remove affected materials, as necessary, to achieve the goals as outlined in the written plan. I understand that should I decide to decline service or to follow the Company's recommended procedures, estimate, or plan that I may ask them to stop, but that 1 will be responsible for payment for all services rendered and any costs the Company incurs as a result of this decision. I further agree to make arrangements for completion of the job without cost or penalty to the Company and to release, defend, and hold the Company harmless as a result of my decision. In addition, in the absence of intentional wrongful acts or wrongful failures to act, I waive the right to bring suit against the Company, its owners, agents, and employees and agree to release them from all liability, indemnify and hold them harmless, and agree to defend them if suit is brought by any interested party. Unless we expressly agree otherwise, I agree that myQinsurance deductible or@deposit in the amount of $95,000.00 is due prior to the Company commencing emergency mitigation services and that the balance is due upon completion of the Work, or any portion thereof. And, unless we expressly agree otherwise, if the Work is not covered by my insurance company, I agree that 30% of the estimated cost of reconstruction is due prior to the Company commencing such work, 30% is due upon the completion of 30% of the Work, 30% is due upon the completion of 60% of the Work, and the balance is due upon the completion of the Work. I agree that all rights to any insurance proceeds paid in connection with the Work performed by the Company are hereby assigned to the Company. I hereby direct any insurance company to include the name "All Phase Restoration" on any checks or drafts issued in connection with the Work performed by the Company and that such checks shall be mailed directly to the Company at the above address. In the event that an insurance company includes other parties on checks or drafts, I agree to endorse and/or obtain necessary endorsements within three days of receipt of the payment. I fully understand that I am responsible for all charges not paid by my insurance carrier or other materially interested party and agree to pay any unpaid balance immediately upon demand or upon completion of the work. I James Hou, Agent (the "Customer"), expressly agree that all past due amounts are subject to a service charge in the amount of 1.5% per month or 18% per annum on unpaid balances after 30 days. Additionally, Customer agrees to reimburse All Phase Restoration for all costs and reasonable attorneys' fees associated with the collection of any balance past due. The Company shall maintain the right to file a lien against the Property as well as any and all other legal remedies allowed by Colorado law. I agree to remove from the Property all cash, jewelry, firearms and other valuables prior to the commencement of work by the Company. I acknowledge that I have read the terms and conditions set forth above and on the reverse side hereof and that I understand such terms and conditions and agree to be bound thereby. Dated this 15 day of November 20 2017 Print Name Kelly Shannon Signature a"'_ Kew Shannon (Nov 15.20171 Billing Insurance Information Customer Name: Incarnation residents owners association Company: Continental Western Group® Address: _ City: State, Zip: Phone: 3950 Fenton Ct. Wheatridge Co. 80212 678 522-0163 Claim Number: Property Claim 40121213 Adjuster/phone: Jenny Snook I Property Claims Representative Agent/phone: 877.778.7874 Ext. 4214387 I Fax: 800.365.4878 Referral Name Email: ihou0l@gmail.com or kshannon99@gmaii.com Contract Total: $285042.52 UNDERSTANDING BY THE CUSTOMER Prices: I understand that water damage is a progressive condition and that drying times vary so it is impractical to give an exact quote for services before completion. Completion of Work: The Company will diligently pursue substantial completion of the Work (the time at which the affected area may be used for its intended purpose) but shall not be held liable for delays due to late deliveries, weather, restricted access to the Property or any other conditions beyond the Company's direct control. Effect of Abnormal Water: I understand that uncontrolled water indoors is abnormal and may cause several problerns that should be addressed: (1) Water may migrate into other areas of the Property so it is highly recommended that all potentially affected areas be evaluated; (2) Materials swell as they absorb moisture and rapid drying will help reduce permanent damage; and (3) High humidity from evaporation can damage materials if allowed to continue and these problems get worse the longer materials remain wet. Reducing microbe growth: I understand that the following steps can be taken to reduce microbe growth: (1) Water can be removed as quickly and as thoroughly as possible; (2) Rapid air -movement can increase the rate of evaporation; (3) The relative humidity indoors can be reduced; and (4) If necessary, antimicrobials may be applied. Drying Equipment: I understand that drying equipment will be installed. I will not interfere with this equipment, move it, turn it off, or leave the windows open without first notifying the Company. I will also minimize my entry into affected areas and will use extreme care when doing so. I have been informed that it may take several days to complete the drying process. I understand that I am responsible for loss or theft of drying equipment while in my care and will take necessary precautions to secure and protect this equipment for service rendered. Carpet cleaning and Other Repairs: I understand that the Company does not schedule carpet cleaning or other repairs until drying is complete. Hazardous Substances: I agree to inform the Company, prior to the commencement of work, of any known hazardous substances or unsafe conditions within the Property. I understand that the Company, upon or after encountering such conditions, may terminate this Agreement and I agree to pay for services to date, including costs incurred related to the discovery, testing and disposal of such hazardous or unsafe substances. I agree to indemnify and hold the Company harmless from any and all claims by any person arising from the existence of and/or exposure to hazardous substances or unsafe conditions. Signature: Email: kshannon99@gmaii.com 03/06/17 Or Current Owner/Occupant INCARNATION 1630 WELTON ST SUITE #510 DENVER CO 80202 Regarding Permit: 201501744; Install 4.20 kw roof mounted solar pv system. 5730 W 39th PL, Wheat Ridge, CO 80033 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 11/23/15. Our last inspection related to that permit was on NONE. The permit expired as of 11/22/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before March 31, 2017, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff TLJRN TO SENDER iN UNABLE TO FORWARDp dy of W fic--za. F� ilt'i xe QWWWA", KNWRA004 MAWN0 P wAnINQ I AW520, FOUNDAMONS E'FBA('KA"NEE f:[,EN',k'f[O\('ER'1'11,1( MON The, Amm, hwhdmg if EMB an be rveme sule nrum be MV emwiewd t a Prokwwml Land Stm eyor licensed K de Sme MOW& This i06cuum nimi 1v Mmoued Cor mi im and appunal poor to the FIRSTFR ANUNG 1\SPF(-T10',1, inn bet'me pwc"dwg uAh all Inlim comma4m, DATE: 09/zq PERMIT# A D D R E S S: 11t,OCK SUBDIVISION I hmey cemb-that the efevauon and locawn of Te unwwrA Awndation 6o11w abwe property deschb,ed above has been memumd hy nw or dwecflunder njff ,upo% v�tmt i ha~ %ndmOn setback,,,. andelo ations for all building corners w,,stated ho eni has c bom ,, ound by rne to be ill compliance kvith ail munkyttl wInk ad do mwn mon mwmn md MK a d mgmeerhg and Bwwing Pumit C"I'structlon Plane as appro ed by tile ciryot, kN lwat Ridve The 141NINIUMSETBACK INSTANCES front the properi� ;oics haNe b,�o� dmrmined to be FRONT REAR Y'li SH 7The IMNIML11 ELEVATION has been demmuned to be 5' —00/1-111., PTO, (N A N` 0 1, The alto % e imemummems We been demmuned on the RA lou hig, locatlon Cleck only one[ .lop rpt tbundation prior to plixemknit Top tW pwpowd tbundat wu subsequent to, p1mcnwnt of cancnete nw setit wk mid ell locafions are idenuilfitel cm the amwhedexhibri, prim Daw FOR OFF WE I SE (,)\I N 3t a Dow FOUNDATION SETBACK CERTIFICAIION LOT 2, INCARNATION SC A PORTION OF THE 31 /4i 3P THE I/4 OF SECTION 24, T35, TT 9W, THE, 6TH P,M CITY Or WH ATRI3 E, IaSiIkNTY OF JEFFERSON, STATE Or: It 18'33 Li 0 S 53'ATS 07,56' 25614' 3 t LOT) g ,. AM t f 19TH9 PLACE ��.a A A Crraaa .� LOQ IAN s " w Pt Ixt "I LEGCAT ISD: BENCH aha CltY AT HI NT PHA: #3 TA P�S�1 � s � 1OCATED IN THE .IPDA OF SECTION 23. 1`3& AYgk OF�a��i1PCP TAT iK Sth P.14, LOCATED Aix, SO SW OF THE INTEPSECITON ASSAA/W 1" YELLOW CAP LS 37523 OF Tse SIDEWALK AT THE PAt ENTAA I , ELM- 5388.05 THAT 883 (ib - NAIL/WASHER (TLLEGIPKr� NOTES: 0,00 -SPOT ELEVAT1,0N 1, 'TWS DRAMNG REPRESENTS A €`OUNDA ON AS SUM CAM THE PARCE, SHOWN, �. PSL UNEa ARE BASED FROM A PLAT Of WCARNADON CSC FINAL PLAT. "VEYED 6Y POWER SLAVE'ONq C0'ANY DATED D4/11/201,3, 2, W CLIENT CIC NOT WANT AHARS - AY AND SASEWNTS SWWW 00 T4,WFORE � s� IS NET SHDAIN LK SS OTHERWISE % PICTED ON THIS AS BUILT 7 THIS SURVEY IS HIT tC SC RELIED UPON PTS DESIGN OR ESIAB IS M ANY 4; 0TWE IONS TIES S43W ARE FROm INS AS BUILT CUTSIOE BUILDING FOUNDATION COANEAS PS NDICUA.AR TO THE PROPERTY LINES, C' PROPERTY SOT FALL ANY FLOW , „. s`�.I (DETERMINED TOUt WITHIN 2 A IAL AE TL VP AIN04 a i 38TH AVE SURVEYOR'S STATEMENT: TOP AND ON KNALF SY I kINA, INCo THIS IS TC CERTIFY THAT THIS PC ABEL AS BUILT SHT SHOWS THE LOCATION AND ELEVATIONS OF T SUILITIHS FOUmATION AS LOCATED BY De SURVEYING, IK, ON THE DATE OF 07-28-2035, Tw*S 00CUMEID1 HAS AWPAAED LOOR HY StOlA;V^ISION ON THE CATS OF 02-24-20PI, Ptd"l:z IS NOT A 80MARY DA MED 1WROVEMENT SURVEY PLAT. PW BUILDINGFOUNOArION SHOWN HEREON AAS REASkOWD P THE m0wMNTS P' Ate SWw ON Ttils HAP, M CT€ Ad :MPITOVEWNTS HERE LOCATED ON THE DATE OF TBE AS BUILT, A TITLE AK,$4 WAS PUT °.1 'I TO CCTSWI C IP OA EASEMENTS OF RECORD, PREPARED SY� SUB I3 I: 13077 SURVEYING, INC II 1071 a GRAPHIC SCALL DATE : (08-24-2015 PAR , CO 80134 OFFICE - 303-840-9421 1"= 5 FAX - 303-840-6604 IANurveytxa m ii sorra SURVE"MG, INC CITY OF A Building Inspection Division !3) 234-5933 Inspection (303) 235-2855 It 237-892,9 Inspection JobAddress: 0 No one available for inspection: TimeiLl CN6) leo-Inspection required: Yes Date: 11:11__ , I Inspector: ` City of tete: Building & inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Flan Review Office: 303.235-2855 * Fax: 03-237-8929 Inspection Line: 3(}3-34-5933 Building Permit Application ti m $t M Property Address: jffi, 2�. rcaptrty Owner (please print): Phone: n Property Owner Email: Mailing g Address; (it different than property address Address. City'. , tete, Zi LA Archil Engine r E -mail. -,k4 i , t Phone: w m , . . Contractors City License #: Phone: 2t nl t Contractor ell Address: N k � t Sub Contract Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License #< WR. City License Other City Licensed Sub: tither City Licensed Sub: City License # ` City License ## Complete all information cid BOTH sides of this fame Q8_ jg tt' I_ _0f we k (Check all that apply) Q NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL. ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RE SDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, sled, deck, etc. IRESIDENTIAL ACCESSORY STRUCTURE (Garage, sled, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIA "PLIANCE REPAIR or REPLACMENT ELECTRICAL SYTEMIPPLIANCE REPAIR or REPLACEMENT OTHER (Describe)—i int ot materials to be used, etc, Sq. FUL,F Btu's Gallons Amps Squares Quer WUPC U -BUILDER PROJECT REPORT PROJECT TITLE: 5730 FENTON CT, -ARRAY 2 MAY 31, 2015, 03-28 AM PROJECT ID: 23D2196C Name: Urban Green --,\ Designed by livsolar Address: 5730 F t" �A 30 psf Seismic ($a): 020 SOLARMOUNT City, State: Denver, CO, 80212 4 - 280 Watt Panels Module: Custom Custom 71 So Ft, 115 mph 280 Watts 1,1 kVVs UNVALIDATED MODULE SIZE - The module selected was based on a typical or custom module size, DO NOT USE this information to purchase or install without verifying the exact module dimensions. Plan review .......... Building Code-, ASCE 7-10 . ... .... .. ...... . ... . - - Wind Speed: 110 mph Ground Snow Load: 30 psf Seismic ($a): 020 Wind Exposure: C Loads Determined by Zip 39,02 City, State: Denver, CO Wind Speed: 115 mph Ground Snow Load: 20 psf aflavow- Total Number of Modules: 4 Total KW: 11 KW Rows/ Columns: 2 / 2 (no gaps) NS Dimension- -90.9 it EW Dimension: -6,8 It Product: SOLARMOUNT Module Manufacturer: Custom Model-, Custom Module Watts: 280 wafts Module Length, 65 55 Module WitIft 39,02 Module Thickness: Expansion Joints: Every 40' Rails Direction: EW Building Height: 15 ft, Roof Type: Shingle Maximum Rail Cantilever: 16,001, Roof Pitch: 612 OUAC U -BUILDER PROJECT REPORT PROJECT TITLE, 5730 FENTON CT. -ARRAY I MAY 31, 2015, 03:28 AM PROJECT ID: 23D2196C Name: Urban Green Designed by livsolar Address: 5730 30 psf Seismic (Ss): FOnten-Cr' SOLARMOUNT City, State: Denver, CO, 80212 11 - 280 Waft Panels ModuW Custom Custom 195 So Ft, 115 mph 280 Watts 3.1 k UNVALIDATED MODULE SIZE -"the module selected was based on a typical or custom module size. DO NOT USE this information to purchase or install without verifying the exact module dimensions, Building Code: ASCE 7-10 Wind Speed: 110 mph Ground Snow Load: 30 psf Seismic (Ss): 0,20 Wind Exposure: C Loads Determined by Zip 39,02 City, State: Denver, CO Wind Speed: 115 mph Ground Snow Load: 20 psf mumom Total Number of Modules: 11 Total KW: 31 KW Rows/ Columns: 2 t 7 (with gaps) NS Dimension. -16,9 ft EW Dimension: -23A ft Product: SOLARMOUNT Module Manufacturer. Custom ",--,, 11-11-11-11---- ....... ....... . ........ Model: Custom Module Watts: 280 watts Module Length: 65,55 Module Width: 39,02 Module Thickness: Expansion Joints: Every 40' Rails Direction: EW Building Height: 15 ft. Roof Type: Shingle Maximum Rail Cantilever: 16,00" Roof Pitch: 6:12 G � CA *✓7 � C? Gtr ti 1 � �e ;� � �,. '�" � ", -r e� �°' � s . r m E Fill a c oil>re Is CEO W" Eaux 3 ..�.. 1 a° „s 1 r � r M. 1. gym" t°.« � � � ,�; by .el ^^� .y a'k• � C.> r C i a"". "2. J � C+»v PT ..«. � ^„:r ". ems' t' "", w'i �^$ mm t "t X f griC v^...,.. t, 4 � � ih "C nt" .°" Q ,3 � r`^ ✓J J Irv` ry '", .� J" �m �`. C°i *� - ..., l'L". SJ +'y� �" b ams Stsx � .� � 'Rix s ",�..5 .�++ cx ' "" rn ,i7. y C;.•.S t ems' .X E S 0 CO I — w vw z -^::GR N'1 C, 4� 1= OQ 0 0 C, �51 ro ca u 0 co z 0 Z� M CL col E S 0 CO I — w vw z -^::GR N'1 C, 4� 1= OQ 0 0 C, �51 ro ca u 0 James A. Marx, Jr. P.E. 10 High Mountain Road Ringwood, NJ 07456 Unirac, Inc. 1411 Broadway Blvd. NE Albuquerque, NM 87102 To: Building Department or Others: RE: Engin is Notice of Evaluation for UniRac SolarMountTm Solar Module Mounting System Dear Sir: wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the Colorado building codes. The code requires that wind and snow loading is detem-iined based upon International Building Code -2012 or International Residential Code -2012 and ASCE 7-10. Unirac's "Design & Engineering Guide' utilizes ASCE 7- 10 - Method 2 for which Unitac's On -Line U -Builder or Appendix B — Pressure, Lookup Tables are based upon, and that is dependent upon conditions of Low -Rise Buildings with spatial form, height and other structure parameters that are specified in the code provisions for deterrifining the applied wind an snow loading pressures imposed onto the Unirac SolarMountTm rails supporting solar panels. For snow conditions having unbalanced or drift snow, the Analytical procedures should be followed. The SolarMountrm railing and anchorage requirements for the installation are properly represented in the "Installation Guide'. by Unitac's Analytical procedures. upon ASCE 7- 10 that which is dependent upon conditions of spatial form, height and other structure parameters that are specified in the code provisions for determining the applied wind and snow loading pressures imposed onto the Unirac SolarMountTm raiils supporting solar panels. # -V ml Page 2 of 2 1. ASCE7-1 0 — ASCE Standard 11. 'Steel Construction Manual," 13th Ed., American Institute of Steel Construction, Chicago, IL, 2005. IU. "Ahiminum Design Manual", The Aluminum Association, Washington 2005. TV. Allowable Load Test, Unirac UTR-248 SM2 Enancementsdoe Use: Three methods have been provided by Unirac "Design & Engineering Guide' to aide in the solar railing requirements. A) On -Line U -Builder that will provide Bill of Materials & Calculations from project specific input. B) Prescriptive Design Method when project specific requirements are known, the project load pressures can be looked up in Tables located in Appendix B. C) Do it Yourself — Analytical method design approach that follows ASD calculations per +- a 7. By this letter, I certify that the Unirac SolarMount:m assembly, when designed in accordance with one of the 3 methods outlined in the "Design & Engineering Guide" and installed in accordance with the "Installation Guide" will meet the solar railing requirements of the building codes adopted by Colorado. Others should evaluate the buildiri'Tt structure to which the Unirac SolarMbuntTW 1 rc?N- by-case basis to ensure its adequacy to accept attachments and to support all applied loadings per the building code. X= James A. Marx, Jr. Professional Engineer 106L Lan S&ILI-194 It U -BUILDER PROJECT REPORT IF U! NJ AC A I PROJECT TITLE: 5730 FENTON CTARRAY 1 MAY 31, 2015, 03-28 AM PROJECT 1U 23D2196C Name: Address: Urban Gree 5730 Eemofftr - Designed by fivsolar SOLARMOUNT City, State: Denver, CO, 80212 11 _280 Watt Panels Module: Custom Custom 195 So Ft .. .. .. ... .... C 280 Watts 3.9 kWs City, State: UNVAUDATED MODULE SIZE - The module selected was based on a typical or custom module size, DO NOT USE Wind Speed: this information to purchase or install without verifying the exact module dimensions. Ground Snow Load: 111 --13 11111 1- 1- 11 .11 OM003 - 0 3 Building Code: ASCE 7-10 Wind Speed: 310 mph .. . .. . ........ . Ground Snow Load: 30 psf Seismic (Ss): 0,20 Wind Exposure- .. .. .. ... .... C Loads Determined by Zip 39.02 City, State: Denver, CO Wind Speed: 115 mph Ground Snow Load: 20 psf mmz� Total Number of Modules: 11 Total KW- 3.1 KW Rows/ Columns: 217 (with gaps) NS Dimension: -10.9 ft EW Dimension: -231 ft Product: SOLARMOUNT 1-1111 -1 .... . ... ..... .. .. Module Manufacturer: Custom Model: Custom Module Watts. 280 wafts Module Length: 65,55 Module Width: 39.02 Module Thickness: 1.501, Expansion Joints: Every 40' Rails Direction: EW Building Height: 15 ft. Roof Type. Shingie Maximum Rail Cantilever: 16-00 Roof Pitch: 6:12 IM merer Main Service Panel Premise Owner: InCarnation CSC 11 System Size: 4.20 kW roof mounted PV system Owner Address: 5 7 3 0 FentorrCiftwt pj. hk' Wheat Ridge, CO 80212 Drawn By: Matt Ho kin Date: 10-27-15 01, r. Lf mduit :-ernal) inert Equipme 0 (15) IUPC 280 TP 28OW modules 0 (8) APS C500A microinverters 0 50 T -bolts to attach Microinverters to rails 0 9 -1 ' Un rac Rails 0 50 L -feet, Lags, Flashings, Attachment be 0 20 mid clamps 0 30 end clamps A P P R 0 0 16 rail - rail grounding eebs Sutiject to Fkk_ * 1 Soladeck 0 1 Single Can Bell boxes wl""� at Rlv'J��ee N Q-ther 0 Roof Pitch: 141 and 101 0 Azimuth: 90".,1.80°, 2' 0° 0 2 story * Rafters - 2x6 24" OC 0 Electrical Interconnection - 2P -20A EATON back feed breaker 0 48" max spacing between stand offs Rail, Mid clamps, End clamps are all integrated bonding Liv Solar L.L.C. 4821 W. 101st Cir. Westminster, CO 80031 (720) 552-0881 4.20 kW Roof Mounted PV system One Line Diagram Drawn By: Matt Hosking I I Date: 10-27-15 Customer Name: InCarnation CSC 11 Site Address: 5,730 .�L_teewcftft" IM, 3ULA I\ Wheat Ridge CO 80212 ECOENE&GY SOLUTIONS Notes: WiLe _Size 1. 4 wires- 12 AWG Cu THHN/THWN-2 orlargerforL1,L2,N,G 2. 4 wires - 12 AWG Cu THHN/THWN-2 or larger for L1, L2, N, G 3, 4 wires - 12 AWG Cu THHN/THWN-2 or larger for BAWG or larger Cu THHN/THWN-2 for G M AM n -p -awn -el1a I C u I _ati 0 n s 200A buss bar x 120% = 240A 240A.200A = 40A 40A/125% = 32A max allowed Will use 2P-20amp EATON backfeed breaker for load side connection This Photovoltaic System will be installed in compliance wit t article 70S of the NEC 2014 NEC 690.12 Rapid Shutdown covered by APS microinverte AMR-aMiMIC alclat�on PV Source Circuit (9ftkods) _4WZ=duk-,t' 5 microinverters x 2.08 AAc = 10.4 AAC 10.4 AAc x 125 % = 13 AAc PV Source Circuit (6mo, 6 modules, I microinverter for every 2 modules 3 microtnverters x 2.08 AAc 6.24 AAc 6.24 AAcx 125% = 7.8 Am MAI #MIRA R I I I FATA M 2 1; RTJ I' wr* M lUUM=j=M 5- APS YC500A Modules Dual Microinverter (attached under every T (9) other module) PV Production Main Service utility Load AC Disconnect Meter Panel Meter 3- APS YCSOOA Dual Microinverter Center C :fl EE (attached under every other module) 1 /1-1-1- - - - - ---- -- 2P-20amp 2 Backfeed breaker 2 3 Modules _6t�IT Equipment Ground System (ECC) L I Cu Bare 10 3/4- EMT --- %EGC 3/4" EMT Transitions to Green 12 AWG Cu THWN-2 or larger after Combiner box Cutler -Hammer 125A MLO, 240VAc, NEMA 311 rated. (2) 2P - 20A Eaton back feed breakers. Labeled "PV LOAD CENTER"Module AC Micro Inverter E AC Disconnect - NEMA 3R, Knife type, 2-pole/3 wire, 240 Vac, unfused at 300. Located on east side of dwelling, Labeled "AC Disconnect", 4,200 Woc (8) APS YCSOO A Photovoltaic Array _1n p _ut PV Production Meter - 200A self contained meter socket with lever bypass, compliant with April 30th, 2013 revision of Xcel Energy Standard, (15) REC 280 TP Vmax: 55 VDC ICspecifically Section 4.13. PV generation wired to the line side terminals. PV production meter to have stamped brass, aluminum, or stainless steel Pmax: 280 WDc ldcmax: 12.0 ADc tag indicating the ADDRESS including unit, and "PV PROD" in accordance with the requirements for Meter Identification in Section 4.14.4 of the Voc: 392 VDC QU-111—ut Xcel Energy Standard. Located within 10ft of the existing utility meter. Vp,,x: 31.9 VDc lynax: 2.08 A D Main Service Panel - 200A main breaker, 200A buss bar, 120/24OVac (single phase) existing. Load side point of connection using 2P -20A EATON Isc: 9.44 ADC PMax: 500 WAC backfeed breaker. Located on south side of dwelling In the backyard. 1pmax: 8.78 ADC Series Fuse: 15 A Meets UL 1741 requirements 7E Utility Meter - Located on the south side on the building. Labeled "PHOTOVOLTAIC SYSTEM CONNECTED" Liv Solar L.L.C. 4821 W. 101st Cir. Westminster, CO 80031 (720) 552-0881 4.20 kW Roof Mounted PV system One Line Diagram Drawn By: Matt Hosking I I Date: 10-27-15 Customer Name: InCarnation CSC 11 Site Address: 5,730 .�L_teewcftft" IM, 3ULA I\ Wheat Ridge CO 80212 ECOENE&GY SOLUTIONS Notes: WiLe _Size 1. 4 wires- 12 AWG Cu THHN/THWN-2 orlargerforL1,L2,N,G 2. 4 wires - 12 AWG Cu THHN/THWN-2 or larger for L1, L2, N, G 3, 4 wires - 12 AWG Cu THHN/THWN-2 or larger for BAWG or larger Cu THHN/THWN-2 for G M AM n -p -awn -el1a I C u I _ati 0 n s 200A buss bar x 120% = 240A 240A.200A = 40A 40A/125% = 32A max allowed Will use 2P-20amp EATON backfeed breaker for load side connection This Photovoltaic System will be installed in compliance wit t article 70S of the NEC 2014 NEC 690.12 Rapid Shutdown covered by APS microinverte AMR-aMiMIC alclat�on PV Source Circuit (9ftkods) _4WZ=duk-,t' 5 microinverters x 2.08 AAc = 10.4 AAC 10.4 AAc x 125 % = 13 AAc PV Source Circuit (6mo, 6 modules, I microinverter for every 2 modules 3 microtnverters x 2.08 AAc 6.24 AAc 6.24 AAcx 125% = 7.8 Am MAI #MIRA R I I I FATA M 2 1; RTJ I' wr* M lUUM=j=M m SZT166 w 11 :0 aj C AVrwr cL C 0 T5 Sun 0 to Q) Q'I tjo bm 13mix hD 47 4� tn 4- wc kD :E t w W 'X7 000 0dry & E E 11 :0 0 co At 0 04 N C o 0) c u c z m z 0 03 ol L) > c 0 CL M > U LL CL CL Uii 0) CL CL Z C c E E E 0 0 0 z LL to E ui 0Gi x x E E CL u m m M 0 0 0 LU 2: 1 0 CN OD 0 cv> 0 V) c 00 0 o CL U u u Ln LO Ln z N OD to OD x 0 > > U) > 0 0 0 0 cv Coll E > ;z m OD U) E < 0 > LO x < > < 0 0 0 N U) N 0 4 o o o Wi Lo c 0 co At 0 04 N C o 0) c u c z m z 0 03 ol L) > c 0 CL M > U LL CL CL Uii 0) CL CL Z C c E E E 0 0 0 z LL to E ui 0Gi x x E E CL u m m M 0 0 0 LU 2: 1 0 CN 0 V) c UJ o U u u Ln LO Ln z OD to OD 0 0 0 0 0 E ;z U u E 0 0 0 0 0 c x 0 te U - LL 0 LL E Z u LO 0) ol inN — Z u co Nt co x 0) 0) m 0c + + U) to LO 0 0 to X X U 2 E U. 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U E z E 0 0 E Q UJ 4) M M M X X d3 m X i E E 0 E 0 Z — U U X m Cd w c c (D �o 0 2 Lo c c �c c 0 0 0) 0)0 ti E �2'E In I 0 CL a C: 0 lu'l 0 w 0 0 w u LL U 0 w wu CS V) E w m I > as E z 0 190; �i 0 ('D' cx, 0 CD 00 02 LO Z 7— 0 LL 1 UJ 'Om a Is 1 iiacC z z z z z z z z z z 0 0 it E 71s 190; �i 0 ('D' cx, 0 CD 00 02 LO J(D Is it 0 in = -6 E 2 cc 0 0 = a 0 2 ,« �a A -naw 0 IN th"S'NWI,Mr u^C, 'SAtwO,,),.W+Na,'rl vC,'., .>Lttw.,t..S„>t + ?' d rw 4.« i v 44 ..,,,_.. $ a.4k. c � » v j S 1 1T } i 4 t PIliP i ., if r s t v ko LZ91 qv d ti F 177, t � } Q a auj LA uj to- I w � +r r w µ W • t# Biu Flat flash ing waterproofing1141 40611, t ZS " 1 eaAW,, r a 93 .: t1; m a tt a w r w . kc s # w 3 ww 4�9 Io WE DO �w t a' I f, ,, r >�, a; � sg w a,4 a A^..� R '-,4 a. �. 3"'w +"'`"" ate+ ww, �, � .•>•tri oil wom S .R r "v $3 ., ,a. <. at t 't a" + c •""8 f:.;4 A R vi Ark 5 • 04 p&""�R �,R„ � •1.. t4 �Nr .. w ,m~� ''�«..h„"� v � a'�v, a^w"t : C^a• F t� GSv '° na"i , .a �•n ''w °�� .aR ` � t�t s ti +n•a r,„ �»,,.� �� ��„ i+ h tF"i "f R�� � "t ,� � ,,.,, yy •�.,� ,,+ Ito> s FOR OFFICE USE ONLY V, City of here. !jge 1ti� iUNt'r D v opmE i iota rrrrtr A ov Building & Inspection Services Division gy m~ 7500 W. 29th Ave,, Wheat Ridge, CO80033 ;Plan Review Fee:. Office: 303-235-2858 * Fax: 303-237-8929 Inspection Line; 303-234-5933 Building r it Application Please complete all highlighted areas on both sides of this tc rm. Incomplete applications may not be processed. Property Address: Addy ss: City, State,Zip: BO 714k 3 r Electrical01T5 TW5 W,RCity License # 0 W,R, City License # M ! Mechanical: si-c-e'LG • Complete all information on BOTH sides of this form Q ©»»°e2 ERC x STRUCTURE 0 ELECTRICAL SERVICE UPGRADE El NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING [I COMMERCIAL ADDITION 0 RESIDENTIAL ROOFING ,D -ESD ENTIAL ADDITION El WINDOREP 2C: 0 COMMERCIAL ACCESSORY STRUCTURE (Garage, she deck, etc,) RESIDENTIAL ACCESSORY STRUCTURE `?\ agshed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT Sq, RAF. Stu's -- Gallons Amps Squares Other luddinn .rinide2 PROJECTADDRESS: *Dt 90 FLOOR PLAN REQUIREMENTS: 1. Submit two (2) complete sets of required information, including plans and equipment specifications. 2. Provide two (2) copies of a floor plan, drawn to scale, a minimum of 11" x 17", with room dimensions and use indicated. For basements that are currently partially finished, provide two (2) copies each of floor plan showing current condition and proposed new or altered condition. 3. Plans must show the layout and type of electrical outlets, lighting, smoke alarms and carbon monoxide detectors. Smoke alarms are required to be hard -wired and interconnected in new and existing bedrooms, halls and each level of the house unless removal of interior wall or ceiling coverings would be required. If removal of interior wall or ceiling coverings would be required, battery operated devices may be substituted. Carbon monoxide detectors may be hard -wired or battery powered and are required to be installed within fifteen (15) feet of each bedroom door in the residence. 4. Plans must show the location and size of all windows and identify emergency escape and rescue windows, including accompanying wells. Window sill height, ladder dimensions and clear space dimensions of wells is required to be listed. 5. Plans must show plumbing isometric and fixture unit count, and location of cleanouts and fixtures, including fixture spacing. 6. Plans must identify any modifications to the existing structural components such as walls, beams, posts and floor joists. 7. Plans must show methods for heating, cooling and ventilation of spaces to be finished. 8. Plans must indicate any area in basement where finished ceiling height is less than 7 feet 0 inches. 9. Asbestos report: Single -Family residential dwellings ("S RD") — the trigger levels are: 50 linear feet on pipes; 32 square feet on other surfaces; of the volume equivalent of a 55 -gallon drum. Specific code requirements can be found on Page 3 of this documen] PROJECT73o w. 117 1," 'PROJECT T ► ESS: 1� soft 2012 Oftmatonal nl 2*4 viols Amd' t or tAft + UftW, 14 41, R mom* 000, ore w gg I �. qtu # 777 wm�w.u.„vu'Nb w y rw✓+u " M" 2*4 jAdWW to space- ' t rsbl' sUb P BASEMENT FLOOR PLAN 1/4" = P-0" 1460 SF GENERAL NOTES 1. DO NOT SCALE DRAWINGS. USE DIMENSIONS AS CALLED FOR ON DRAWINGS. 2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF FOUNDATION, AND CENTERLINE OF BEAM OR COLUMN. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 @ 16" O.C. UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TO BE 2X4 @ 16" O.C. UNLESS NOTED OTHERWISE. 5. INSTALL 1/2" CEMENTITIOUS BACKERBOARD AT ALL SHOWER WALLS AND CEILINGS. 6. ALL SKEWED WALLS ARE 45° UNLESS NOTED OTHERWISE. 7. ALL CEILINGS ARE 9-0" U.N.O. Combustion air ducts within 12" of ceiling and floor, sized at the rate of 1 sq. inch per 2000 BTU's, are required. FLOOR PLAN FLAG NOTES O FLUE UP O+36" COUNTER TOP O+34" COUNTER TOP 40 CONCRETE SLAB ON GRADE OGAS FIREPLACE WITH TILE HEARTH OVAULTED CEILING ROD AND SHELF OS 36" RANGE 09 WINDOW WELL- MEETS ALL REQUIREMENTS PER 1,R,C. R310 Minimum 50 CFM exhaust fan vented to exterior shall be provided in toilet rooms and bathrooms. In enclosed usable space beneath stairs, min. '/z" drywall is required on underside of stairs and on adjacent walls. Draftstopping & fire stopping shall comply with Sections 302.12 & 302.11 of the 2012 IRC. Smoke alarms shall be required in each sleeping room and outside each sleeping area per 2012 IRC, Section 313. Carbon monoxide detector(s) shall comply with Section R315 of the 2102 IRC & not more than 10' from the entrance of any sleeping room. Outlets are required to be arc - fault protected. Outlet type, location and spacing. shall comply with 2012 IRC and 2014 NEC. APPROVED Subjw to Field Inspec s Wheat Ridge Building Dept. Signed.... ...............Platt Checker a sof permit: The issuance of a fterrnh or approiMf oif fens shall not bea 1e�ns Permit for, or an �of the provisions of the building code or C ' sq n ti P19""118P19""118sly presuming to give +ority to violate or canal OW e �of ' Building codes or otlW ordinances of the C4 shah notbevy r� N E co 0 N 0 r N 7 OR Cq 0 MM O O -c MM U 3 0 Ln O N �O ai 00 N E —°O O 0 CN -0 0 •— o o PROJECT # 13007 CUG, Iv !� B !AN ,k HI GINS 400220 G o 0 a� M M M M zz ai E o Q m z Q V) LU a LU o s O i= o F Z M .L w a L V) UCL � > W V 0 0 Z LLJU= 4 7 PROJECT # 13007 CUG, Iv !� B !AN ,k HI GINS 400220 G SHEET: A200 PATIO HOME f2 '4 M M M M zz ai O Q m z Q V) LU a LU o w O i= o F Z M N w :D:�E V) CL L V) Z V, UJ � > W V 0 0 Z LLJU= 4 SHEET: A200 PATIO HOME f2 '4 M M M M ai Q '-Z M N 01 r 0 O N 7 O SHEET: A200 PATIO HOME MRC Homes, LLC 1630 Welton Street, Suite 510 Denver, Colorado 80202 Re. Construction Materials Testing and Observation Services Report InCamation CSC Multi -Family Residential Development 5720 and 5730 W 39"' Avenue eat Ridge, Colorado Soilogic Project # 14-2020 Soilogic, inc. (Soilogic) personnel have completed the residential site observations you requested for the referenced project. The results of our observations are included with EMIM ASoilogic field engineer observed the foundation bearing materials for the footing development, We understand the residence will be a two or three-story wood-fraine structure constructed over a full basement, At the time of our site observation, the basement and garage areas had been excavated to approximate foundation bearing elevation . The exposed materials observed at the approximate foundation bearing level in t basement area consisted of natural, moist brown lean clay with sand. One (1) hand aug boring extended to a depth of approximately 3 feet below basement foundation beari, level revealed similar materials extending to the depth explored, Free groundwater not encountered to the depth explored at. the time of our observation. Hard probe te'' w .esl indicated the lean clay with sand was medium stiff in consistency, The soils observed approximate foundation bearing elevation are consistent with those encountered as part 0 our original subsurface exploration performed at this site and outlined in a report dat( March 18, 2013, Soilogic Project # 13-1033 and would be expected to exhibit no to 10' swell potential, Sollogic, Inc. I IVWI Construction Materials Testing and Observation Smices Report InCarnation CSCMulti- Fantily Residential Development 5720 and 5730 W 39h Avenue Wheat Ridge, Colorado Soilogic Project # 14-2020 2 Based on results of the completed field testing, it is our opinion the natural, medium stiff lean clay with sand with low swell potential could be used for support of the residence footing foundations at the design maximum net allowable soil bearing pressure of 1,500 psf. As a precaution, these footings should be sized to maintain a minimum dead -load pressure of 500 psf on the foundation bearing soils. Soilogic personnel observed the installed perimeter drain system and damp -proofing the referenced residence prior to backfilling, The perimeter drain system obsery consisted of rigid 4 -inch diameter perforated pipe bedded in gravel and placed approximate foundation bearing level around the interior and exterior perimeter of t basement area of the structure, Plastic sheeting was observed to be glued to t foundation wall "tending below the perimeter drain trench and a filter fabric install v t t 11 over the free draining gravel. The perimeter drain was spot checked with a hand lev and observed to be sloped to drain and positively connected to the interior sump pit(s At the time of our site observations, the perimeter drain system appeared to have el installed in accordance with generally accepted construction practices. F=71 I I wirm" the exterior of all basement foundation walls. At the time of our site observations, the damp -proofing appeared to have been installed in accordance with generally accepted construction practices. Construction Materials Testing and Observation Services Report InCarnation CSC Multi-Farrdiv Residential Development 5720 and 5730 w 30 Avenue Wheat Ridge, Colorado Soilogic Project # 14-2020 3 We appreciate the opportunity to be of service to you on thisproject, If you have any —0tinn rn%r if x in any way, please do not hesitate to contact us. Very Truly Yours, Soilogic"Inc. Jason Homer, E.I. Project Engineer M3M3MM Wolf von Carlowitz, P.E. Principal Engineer T2 Structural - Engineering LLC ,R 7 rost Office N)x 782 1, Lk"Velamt Coloraiii, , 0 137 Off Ce, (970) 66,4-60 6, KIx, (470� 62-1-9:iN InCamation Development 621 17" Street Suite 1777 Denver, CO 80293-0621 Foundation Wall Reinforcement Observation 'I'he Incarnation Patio Home Duplex 5720 and 5730 West 39h Avenue Wheat Ridge, CO Project Number: 14-182-31 Dear Mr. Young: On July 3, 2015, a representative from this office visited the site, referenced above to observe the wall reinforcement size, and location and to confirm the vertical reinforcement spacing in foundation forms. The reinforcement appeared to be in general compliance with the retaining wall drawing and details V Structural Engineering, project number-, 14-182, dated September 30,2014. 'I'here are two 'ufer' bars, one for each side of the duplex, The "tifers' are located in the (north) from the rear (south) basement foundation wall. I Protect freshly placed concrete from temperatures that will compromise the design strength of the concrete. Concrete placement and reinforcement is to be installed in accordance with ACT 318 and the IRC. Please contact this office ifthere are questions, or if additional information is required. Thank you for the opportunit with you on this project. 900 L/ Sincerely, 46611 Russell T. Zoete i. std aai C n"4 "1a. R*V %marta4MAW; ow" :1 an 101235 2_. "Massy iistm, aaacltadsragw Me ExhiNt an the aevere ,,reds must be t"tPil4 completed _�\ ,i Paofe wsonal Land Barr eyor 3icensed in tete We ofHOW 1.1aas l_ milcrit€tan aaaaawt l,e aa?ynnued IN aevtetay and aaltd ro,4 al prior to the FIRST FR A NHNG I° SP t." I ION .s d h0ba pnwadmgwrth ana k" miser csetaa;ta'tactzaaaa, . TE: � Av DDRESS: m 1. cry 2— I3I,C')C" i � ,ry � � � , " 1'BDIVI� ION I hereby cettil� that the elevation aaad locaauon gat"the maam. aa! foundation to s'sw aloin c pwIswy dea;crseven above: has been meammead lea ease or dtrecslr atrrds.rd taxa tound.ation setbacks and ele-, atraaaaw for all buildins caarrrm ,aw ,tmed !ti setts Ia,a e bcicn k�y�m d to, me to be in ccatatl�isasace �a°itla trli :aataarsr:s}aaI set%acl; verse el�a aattiats seclaasteasaeastw tart�.d ,all eft a° .uamtamttes.aiat� ,asatd Budding, daennit construction plans as approved Iia; Hast ()ry ot` k dust sdly . The 1ll"til'411 11 SETBACK EVISTANCES t€saws the las'optoal daaae haw `s> ,a. , determined to be, The 11~iM "+lal.,kai"r TIO' ' laaaw heats aleterniataed To he, ... I�. , ...... �+"�N"T� ). The above tme aa;ttmmous have been determined un 6. tris \k ing kx ata�m I "oat ck only one r 1`op of Ioundaattcasa prior to plaacemem of " w, , t saT j5fj T" of'proposed ose #oundiati€ata ubse lr ens to pL; ,,mient &afconcrete The setback and ef-aatio tpe,awarseaa em locations my identified on tlae ,a ache.l exhibit, I'taastt hate FOR OFFICT ISE O\LN -on 3.d5$k.,48EM*iS."'mm& FOUNDATION SETBACK CERTIFICA710N LOT 2, INCARNXrION CSC A PORTMN OF THE I/4 OF THE SEI/4 OF SECTION 24, L A69W, ,0F THE- 6TH P.M, CITY IIT` WHEATAIDGE, COUNTY OF JEFFERSON, STATE OF CD C)RADO Z Z NITS'3 LST I d A, R A. wa SO z PLACE LOT 2 EASEMENT i. ixt .. R mamc s A x31°tea;. case IdBItW461 305,21' 10 OWNA A UTILITY EASFAENT BENCH MARK 1, ° t ND: CITY AT AIDGE MCA&IMENT PHAC #3 -EASEMENT r INE,3 LOCATED IN TSS NEI/4 CF SECTION 23. TED ADS* OF -PAOR£RTY INE. !,,4 Bth P,N, LOCATED APFACTX, DO SW OF THE INTEWCTION - RESAq/W I YELLOW La€ s,S 37Rj?5 E,y OF THE SIDEWALK AT THE PARK ENTRANCE. LEV,- 5388.09 (NANO aiA..F T a L.CriaFtFTE Ifla �iAia. rAtaa3 iT£ i Ft.:s,d�„ F8 NOTES: 000J30 -SPOT ELEVATION 1, TSS DRAWING REPRESENTS A FOUNDATION A5 FIE.0 ON Tit PARCEL SH(RN. PARCEL LINES ARE BASED FROM A PLAT OF €"VCARNAO N CSC F)%AL PLAT, .%R*,,'YW By POWR '.~L,A VFVNO COMPANY ;TATE 04/11/2013 2, THE CLIENT 010 NOT WANT RIGHTS-OF-WAY AND EASEMENTS SHIM AW, T@d,XFORE 15 * T SHOWN UNLESS OTHERWISE OEPICTES ON THIS AS BUILT_ � 3, T41S SURVEY IS NOT TO BE FIELIE0 mak# FOR GESISN OR EST k I NT OF ANY ✓ FUTtg,lf IMPROVEMENTS, Y 347 A> DIMENSIONS TIES SHOWN ARE, FROM THE AS 8UILT OUTSIDE BUILDING FOUNDATION LTRs PEAPENOTCULAA TO THE, PAWEATY LINE'S mY RSR"5" S 5, SU CT PRDPERTY ODES NOT FALL WITHIN ANY FLOOD RALMS *eeaw++w" I6.50' EONE 'X'(MTERMINED TO BE OUTSIDE THE O.0 ANKhAL CHANCE FL a LAINfSURVEYOR'S STATEMENT: W 38TH AV FLA AND ON WNALF OF CM6 SURVEYING, INC, THIS I 'TO CERTIFY THAT THIS FOLAOATION AS BUILT OOCUNENT SHOWS THE LOCATION AND ELEVATIONS OF TIC BUILDING FOUNDATION AS 40CATED BY Cam YEYINS, INC, ON t DATE OF 07-20-2015, THIS .' ENT WAS PAEPARE0 N MY S . RVTSION ON 9f DATE OF 08-24«2015 THIS IS NUI A WMARY DR "00ENTED IMPROVEMENT SURVEY PLAT, THE ILDINS F TION SHOWN PERSON WAS MEASLWEO FAUN THE MONMNIS F THIS MAR, AN CSR a ROVENENTS WERE LOCATED ON THE DATE OF THE AS BUILT, A TITLE SEAACH WAS NOT rJ08 TO i` I* 0WfRSmlP EASE NTS OF RECD. REPARED BY: CMB SURVEYING, INC NO T 0 a"7 POC BOX 1071 �s G A P- SCALE, DATE 06-24-2015 PARKER, CO 80134 OF'F'ICE. — 303-840-942 FAX -� 303-840-6604 tZ FOR OFFICE USE O ,'�i L City caft�: ..� bat e '��COMhAmumn DEvELormitiNqT Plawpermit # Building & inspection Services Division 7500 K 29ih Ave. Wheat Ridge, CO 80033 Office: 03-235-2555 * Fax. 303-237-8929 Plan Review erg: Inspection Line: 303-234-5933 Building er it Application a k�a ♦ t •r- s a as 0 ro �rrrrrrrrr�rrr....rr Electdcal: 4*VK zk 1,- /43 M11 i VASMSHAM Plumbing: r rif, I ij Complete 1 ►n on BOTH sides of ! r � City License # N NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE Q C MER IAL ROOFING COMMERCIAL ADDITION ESIDENTIAL ROOFING RESDENTIAL ADDITION 4tINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT 0J 17eu elllta>e Sq. FtJLF Btu's 623f4 Gallons 11.)A Amps IUA; Squares Other (Contract value or the cost of all materials and labor included in the �Lntlre project) OWNER/CON T'RACTOR 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 perfonn 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. 111111ir 11 i; i'll; WI 111 11 � � 11 11 1 1 11 � I I !� 1 1 � I 441001111711111 1 �,i i 71 a.&-- mzawiirm�i � � � I M004- .00 Building Division Valuation: C' 0, City of SINGLEFAMILYIDUPLEX Wh6atRAic 'SUILD.,NG ��[[C WORKS PERMIT APPLICA TION RE VIEW Date: — I ILI L 2___ Location: .5,33 0 W,0'41 ,q �A ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a I _7 ��' located at the above referenced address, Please note the comments checked =eow. V_Drainage. a. Drainage Letter & Plan required: —Yes No b. Site drainage/grading plan have been reviewed and are.- �OK NOT OK; refer to 2. _V"'Public Improvements required & to be completed with project: stipulations. a, street paving/patching: — Yes — No Completed b. curb& gutter: — Yes — No Completed c. sidewalk,- Yes — No Completed — d, Other (specify): — Yes — No Completed For items not constructed, the amount of funds taken in lieu of construction: 3, _J!�" Does all existing roadway/alley R,O.W, meet the standards of the City-, L", Yes No If not, what is required?A— lf R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, 4, VED: The Public Works Department has reviewed the submitted material and hereby approves this Permit A 'on, subject to the stated requirements and/or attached stipulations. Si nature Date 5. NOT &P.PROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F Brossman, P,LS, Date 6, — Stipulations: 7, V A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. NOTE. ANY DAMAGE TO EXISTING PUBLIC, IMPROVEMENTS AS A RESULT OF PRO ECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 City of Wh6at RLdgc 1) tj 8 LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge,, CO 80033-8001 P: 303.235.2-861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENTVIE FEES Date: 1,111-511 1 it :location of Construction: 5 .(l) e4 . 411 1 Purpose of Construction: Single Family Commercial _ Multi -Family evelc► rem Review Pr€rc sero _Fee.-, _ . - .. ___'8100.00 $C,0 ,re.,) (Required of all projects for document processing) Residence/Duplex,Revitw Lee Coz rei ulti-Fa Review Fees. Review of existing or minimal technical documents -$200.00 .00 S * Initial reviews of technical cavil engineering documents (Fee includes reviews of the l" and 2,d submittals): .... $600.00 $ * Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2"a submittals). ........... $500.00 "Trip Generation Study Review Fee: .... ...........$200.00 i S a Each Application will be reviewed by staff" once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Trac Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: 3"d submittal (Y2 initial review fee): ..,....,< ... ............. ii0.00 ot'submittal (full initial review fee): „ ..................... ......... ......a.,$600.00 S All subsequent submittals: ......... ......... .........$600.00 Gull initial review fee) " 'SAL VSE `E (due at time of Building Permit issuance): i � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. W"A"A'. i.sohoaaaa•adgexoms Rev 12/12 woftKs City of Wheat Ridge Municipal Building 7500 W. 29h Ave, Wheat Ridge, CCD 80033-8001 P: 303.235.2861 F:303.235.2857 NOTIFICATION ATI FOR PUBLICIMPROVEMENTS T TI ON DATED: 0 L, ADDRESS: 5436 DearContractor: in conjunction With the approval of the building permit application for the above referenced address, this letter is to inforin you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and ,prier to the issuance ofa Certificate of Occupancy. ,prior to any construction commencing, the City's representative Will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact tete at 303.235.2864. Sincerely, Development Review Engineer CC: File Rev 2108 108MEME RESIDENTIAL Building Permit – Plan Review Worksheet Address: 67 130 tAJ 3 q, Zonina: Lot Size: sq. 't. Lot Width: ft. Property in the flood plain? o If yes, add surveying condition I'Ll). Type of project (applicable survey conditions in parenthesis): -J Accessot U Addition New Maximum Lot ISP, ILC or site plan none if in floodplain (FIT)ILC and site plan if w1in 2' of setback or in floodplain (FND) if in floodplain (FII?) 11-C and site plan yes (FND) if w/in 2' of setback (NRS) Existing Im ovc House: 1771 Shed: Detached garage: Other. ients: Proposed Im rovements: sq. sq. sq sq. House/additio sq. ft. Shed: sq. ft Detached Garage: sq. Other: so. ft. Total Existing sq. ft Proposed+ Existing___ ___ sq. ft Lot Coverage % Lot Coverage % Required Setbacks: FR S S R Provided Setbacks: FR S S R. For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition IND. Maximum Height:__ Maximum Size: sq. ft. Proposed Height: _ 7 (e ft. Proposed Size: sq. ft. Park -land: If the perrnit is for new construction, have parkland dedication fees been paid? 'y If no, add condition PFEE, notify owner, and notify building division. Strectscape: Does the permit result in any of the following conditions? U Construction of new roads U Platting of new lots U New development LJ Additions that increase floor area by 60% or more (see fortnula) (proposed floor area --.,,-111-- — existing floor area ) / existing floor area _,__________ =11� --1-------—% inc. If any box is checked.. . SF/DUPLEX—Is there existing LJ Curb Ll Gutter U5 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards'? If not, strectscape construction or fees -in -lieu will be required. Fees-in-fieu of dedication or construction are due at the time the per tnit is issued, I 303,237,8929 December 22nd, 2014 RE: 5720 & 5730 W 3911 Place Incarnation Patio Homes 7500 W 29h Ave. Wbeat Ridge, CO 80033-8001 P: 303.235.2855 F: Re -submittal answers addressing city comments from November 19th, 2014. The Parapet at Hardie panel construction detail does not match the wall section parapet; please provide a referenced standard detail, on the wall section plans, describing how the exterior side of the shaft liner parapet will be weather protected. Refer to sheet A6.1; (Section s 317.1 & 102.4,2006 IRC). The parapet wall does match the Hardie detail 4 on A9.1; the system is just mirrored. Extra detail has been added to A6. I for reference. 2) The parapet must extend not less than 30" above the roof surface; the parapet, shown on the wall section of the demising wall scales to 24". Please correct this height to comply with parapet construction. Refer to sheet A6.1; (Section R.317.2.2). The parapet wall has been raised to 36". See A6,1 for detail. ,,3) Please provide a construction detail for the kitchen soffit. Refer to sheet A2.1; (Section 106.1, 2006 IRC). Typical soffit detail added to wall section 2 on A6.1. 4) Sheets A5.2 (shown on the building section architectural symbol found, on sheet A2.2) & A7.1 (noted on interior elevation architectural symbol sheet A2.2) are missing from the plan sets and must be submitted. (Section 106.1, 2006 IRC). - Sheet A7.1 added; reference on A2.2 has been corrected to redirect to A5.1, there is no A5.2 drawing. 5) A residential mechanical plan is required showing exhaust and duct systems, return air, clothes dryer exhaust duct, range hood exhaust system, and all exterior duct/vent terminations. (Section 8106.1, 2006 IRC). Mechanical plan not required per phone conversation with Michael December 11, 2014. 6).,,-, Please identify which window, installed in a hazardous location, is to be safety glazed. Refer to sheets A2.1 & A2.2: (Section R308,2006 IRC). Windows to be tempered noted on A..1. CMMCZ.. y, . V City of j9�Wh6atl,�dgie c OM_MUNjTY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29h Ave, Wheat Ridge, CO 80033-8001 P: 3012352855 F: 30123T8929 7) The water heater, on basement floor plan, is detailed as an electric water heater; the plumbing plans show a gas line feeding this appliance. Is the water heater to be fed by fuel or wired to electric branch circuit? Refer to sheets A2.0 and P004; (Section R106.1., 2006 IRC). The water heater is electric. "I"he gas line is for the future if the owner wants to change it later. Provide illumination at interior stairwell serving stairway from landing to main floor. Refer to shed .E.1; (R303.6,2012 IRC). Stairwell illumination already exists on all 3 floors. Exterior GFCI protected receptacles required both front and back of to dwelling units at grade level, please add them to the electrical floor plan. Refer to sheet El; (Section 210.51(D)(2, 2011 NEC). 10) Provide a 1 -hoar fire -resistive opening protection detail for back-to-back outlets located on the dernising A wall. Refer to sheet El; (300.21, 2011 NEC). Outlets moved to avoid issue, See lel. 1) flow will the Drain waste and vent piping penetrations, through the 1 -hour fire -resistive rated wall, be protected? Refer to sheet P002; (Section 317.3, 2006 1 RQ. Please see revised sheet P002 for specification for sealants for piping penetrations of fire rated walls. P ... . .... . 12) Please show an accessible water shutoffvalve, for each unit, on the water isometric diagram. Refer to f/ sheet P003; (P2903.9, 2006 IRC). Please see revised sheet P003 for locations of water shutoff valves. k 3) Please show all required gas sbutoff valves on the gas isometric diagram. Refer to sheet P004; (G2420). Please see revised sheet P004 for locations of gas shutoff valves. Please provide 3 -copies qfplans when subntitting corrected laps or additional documentation. *Re -submittal documentation. - 3 sets of updated Architectural plans - 3 sets of updated MEP plans - (note) Structural plans not re -submitted, as no changes were requested. - (note) Manuals were submitted for the duplex, although not requested, caa��• City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P. 303.235.2855 F: 303237.8929 November 19, 2014 Brian Higgins 's Raw Architecture, LLC 2990 Larimer Street Denver, CO 80205 303-831-43071 RE: 5720 & 5730 W 39" Place Incarnation Patio Homes alum The construction documents submitted were reviewed. far compliance to the 2006 edition qf the International Residential Code, the 2011 edition of the National Electrical Code, and Cityy of "eatRidge policies and procedures. These discrepancies have beenfiound: UNION GA UNEN9111IT-191H 2) The parapet must extend not less than 30" above the roof surface; the parapet, shown on the wall section of the demising wall scales to 24". Please correct this height to comply with parapet construction. Refer to sheet A6.1; (Section R317.2.2). 3) Please provide a construction detail for the kitchen soffit. Refer to sheet A2.1; (Section 1,06.1, 2006 IRC). 4) Sheets A5.2 (shown on the building section architectural symbol found on sheet A2.2) & A7.1 (noted on interior elevation architectural symbol sheet A2.2) are missing from the plan sets and must be submitted. (Section 1,06.1, 2006 IRQ.- 5) A residential mechanical plan is required showing exhaust and duct systems, return air, clothes dryer exhaust duct, range hood exhaust system, and all exterior duct/vent terminations. (Section 8106.1, 2006 IRC). 6) Please identify which window, installed in a hazardous location, is to be safety glazed. Refer to sheets A2.1 & A2.2: (Section R308, 2006 IRC). 7) The water beater, on basement floor plan, is detailed as an electric water heater; the plumbing plans show a gas line feeding this appliance. Is the water heater, to be fed by fuel or wired to electric branch circuit? Refer to sheets A2.0 and 1'004; (Section 8.106.1, 2006 IRC). www.d.wheatridge.coms 8) Provide illumination at interior stairwell serving stairway from landing to main floor. Refer to sheet El; (R303.6,2012 IRC). 001131 ''I'MIXEMOMM U 1, 0) Providea I -hour fir(,-resistivg opening protgction, dfapil for backto-16,ack oyticts locpt,.-J on the demising wall. Refer to sheet E 1; (300.21, 2N11 11) How will the Drain waste and vent piping penetrations, through the 1 -hour fire -resistive rated wall, protected? Refer to sheet P002; (Section 317.3, 2006 • I T VC119C, IIJI MWf7vt IV(f sheet P003; (P2903.9, 2006 IRC). 13) Please show all required gas shutoff valves on the gas isometric diagram. Refer to sheet P004; (G2420). Please provide 3 -copies qfpIans when submitting corrected plans or additional documentation. Michael Abruzzi Plans Examiner 7500 W. 29thAvenue Wheat Rid Ye CO 80033 8) Provide illumination at interior stairwell serving stairway from landing to main floor. Refer to sheet EI; (R303.6,2012 IRC). 9) Exterior GFCl protected receptacles required both front and back of two-family dwelling units at grade level, please add they to the electrical floor plan, Refer to sheet EI; (Section 210.51(D)(2, 2011 NEC). wall. Refer to sheet E 1; (300.21, 2011, NEC). 11) How will the Drain waste and vent piping penetrations, through the I -hour fire -resistive rated wall, protected? Refer to sheet P002; (Section 317.3, 2006,IRC). 'i _N' I -IM-UMUFM W-WUR T TIT sheet P003; (P2903.9,2006 IRC). 13) Please show all required gas shutoff valves on the gas isometric diagram. Refer to sheet P004; (G2420). Please provide 3 -copies ofplans when submitting corrected plans or additional documentation. Sincerely, Michael Abruzzi Plans Examiner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2878 Fax (303) 235-8929 Load Short Form Job: Datin 12rW4 Entire House By: BEAU BRITTON STEELE BROS. HEATING, INC. 5800 S, NEVADA STREET, LITTLETON, CO 80120 Phone: (303) 347,1958 Fax, (303) 347-1958 Emir Web= net VVeb:WWWS1eeI0WS1WaW9,C0M For: IN CARNATION PATIO HOW, URBAN GREEN 573OVI&ST39TH PLACE, W4EATRIDGE, C080212 Ht9 09 Irdiftratlon Outside db (°F) -3 90 Method Simplified Inside dti ff) 70 75 Construction quality Tight Design TD ff) 73 15 Fireplaces 1(Tight) Dailyrange - H Inside humidity 1%) 50 50 Wisture difference (901b) 6 -36 HEATING EOUIPMENT COOLING EQUIPMENT Ivilake Goodman Mfg, fdke Goodman Mfg. Trade GOODWN Trade GOODMAN Model GMSS920804CN Cond GSX130241 AHRI ref 7367474 Coil CAPF3030C6 AHRI Pat 5561907 Efficiency 92.1 AFUE Efficiency 91.0 FFR, 13 SEER Heating input 80000 Btuh Sensible cooling 19550 Btuh Hearing output 55997 Btuh Latent ling 3450 Btu h HE � Temperature rise 62 °F Total cooling 23000 Actual airflow 9005 cfm Actual airflow 1205 c ` AT flow factor 0.031 clin /Btuh AT flow factor 0.067 IT Static pressure 0.80 in H20 Static pressure 0.60 in H Space thermostat load sensible heat ratio 1,00 ,. ROOM NAME Area (it') Mg load Cig load HtgA1F ClgAVF (Btuh) (Btuh) (Cfm hey uilding Department AjWr0Ved BASEMENT 787 6312 2700 194 DINING 98 2316 1305 71 STAIRS 55 0 6 0 PMR 32 456 66 DATE' FOYER 104 1850 4771 WALE) EAT RQ 288 398,3 2762 123 184 GARGAGE 390 0 of 0134's, soprifarAf ons I f raf. i f I4ITCH EN 210 1969 15 st all not bo 0 BEDROOM 3 165 2505 150 t 4s frits r f $l f TR CLOSET 65 494 402 0 f1 t WASTER BEDROOM 296 3575 237 Miff ��`� __" f tt5` l , ` ' `4 3 BATH 32 0 0 0 0 M, BATH 104 3030 1908 93 927 BEDROOM2 196 4046 2447 124 163 CLOSET 41 1351 347 42 23 BATH UP 62 786 247 24 16 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. tS ` R?Dhf-SuReOUniversel201515,0.07RSU13858 gnu+-o.2tl Td.i538 Paget ..STRUCTIONW30 MST 39TH PLACE "FATtO HOME -sup Cain =MJ8 hent Dear f#rres.. N APPROVEO WNW Ridge Building t Date. dd Signed--... k, X . Entire * .q Houseloads 1,00 RSM Latentcoofing • 0 20 0 0 (? 0 52 0 0 0 0 d 2915 32674 98115 1005 1205 5989 1247 99362 0 t 2915 38663 } 19352 1005 1205 :MR Proiect Information Des! n Conditions # ............... He tin Walls Gazing DOOTS Ceilings Floors Infiltration Ducts Piping Humidification Mentilation . . . . . . . . . . . Adjustments Total Coolin walls G azing Doors Ceilings Floors Infiltration Ducts Menfilabon Interna I gains Blower Adjustments 7R, Total Component • • HouseEntire r" STEELE BROS. HEATING, INC. Project Information CARNATIONFor IN * HONE, $730 VWST 39TH PLPrE, MEATRIDGE, CO. # «- M BY: BEAU BRITTON Location: Indoon Heating Cooling Denver, CO, US Indoor temperature f ) 70 75 Elevation. 5331 It Design TO f°F) 73 15 Lattude: 40°N Relative humidity(9'6) 50 50 Outdoor: Heating Cooling Nbisturedifference (gr b) 62.2 -35.9 Drybulb(°) -3 90 Intiltratlon: Daiiyrange f ) - 27 (H I Wffbod Simplified Yvbtbulb (°F) - 59 Construction quality Tight Wind speed (mph) 15.0 7,5 Fireplaces 1 (Tight) Construction descriptions Area Uvalue Ins ulA W lit" Lose Gig Hnill at IV a.,.r re °r:t n achIr stn t nra= sti:,n Walls 128-Osw: Frmwalf, r-11 cav ins, 10 gypsumboard intinsh, "x4" IT so ok9lt 11.0 7M 351 2,02 100 wood frm,ifs oo,stud e 486 0.097 11.0 708 3438 2.02 982 all $35 0.097 11:0 7,06 3788 2.02 1082 12FOsw; Frmwa4, stucco ext, lit"wood shth.r-21 cav ins, 1/2' n 426 0.065 21.0 3.99 1673 0.66 276 gypsum board int fresh, 2"x6„ wnod frrT 16" o.c. stud a 54 0.065 21.0 4.74 256 0.78 42 e 200 0.065 21.0 0 0 0 0 5 445 0,065 21.0 4.75 2111 0.78 348: W 757 0.065 21,0 4.10 3142 OAA 519 ail 1886 0.065 21.0 3.81 7182 0.63 1185 RCARBSW 6g w ail, tight dry sod, concrete wa4, r-21 ins, 8'thk IT 320 0.045 21.0 3.29 10.51 0.33 106 s 300 0.045 21.0 3.29 966 0.33 99 W 275 0.045 21.0 3.29 ; 903 0,33 91 all 895 0.045 21.0 3.29 2940 0.33 296 Partltlons 12F-Osw : Frmwail, r-21 cav kat, 1/2" gyps um board W fnsh, 2"x6" 266 0.065 21,0 3.90 1037 0.97 259 wood frm, 16' o.c. stud WIrKlows A N, 2 glazing, c low -e Puff, air gas, vni f fnmat, ck innr, 1t4" n 67 0,300 0 21.5 1456 11.3 754 gap, 1t8"thk, WRC rated (S =0.35); 6,67 it tread ht s 204 0.300 0 21.9 4458 16.8 3834 a 20 0.300 0 21,9 438 18.8 377 W 61 0,300 0 21.9 1334 37A 2290 IN 40 0300 0 21.9 876 37,6 1504 all 391 09,300 0 21,9 8563 22.4 8759 Were 11 J0: Door, ovhd rM type n 128 0.600 6.3 0 0 0 0 TR r, fiber sc type IT 24 0.140 7A 102 245 3.25 78 TRUGAR Door, at so type n 24 0.160 6.2 9.60 230 2,40 58 Cellia AM . Attic celft, asphalt shingles roof mat, r-40 cell ins. 56' 1177 0.024 40.0 1.54 1813 0.99 1161 gypsum board int frssh 2014-0to,2014:15:38 tS' Right,St,gaOUniversat201515.tt.07RSU13854 Pagel .-STRUCTIO14\5730 WEST 39TH PLACE -PATIO HOME- rum Laic - MJ8 Front pouf faces N 20P -38t; Fk floor, frmflr, 12" thkns, r-38 cav hs, gar ovr 248 0,030 38.0 2.19 544 0,20 50 21 A -32L &g War, light dry sal, 8' depth 787 0.{720 0 1.46 1149 0 0 390 0,020 0 0 0 0 0 all 1177 0.020 0 0,98 1949 0 0 2014 -rte 20 14,1&3S rights Rohl -$u keg U niverSa326 IS 15,0.07 RSU13854 Page 2 .,,ST'RUCTfON\5730 MST 99711 PLACE -PAM k4i ME. rap CW -W8 Ptm# Odor faame N Job. i F Project Summary b< Entire House By: SEAU BRITTON STEELE SRO& HEATING, INC. WN S. NEVADA STREET, LIMETON, Cc 80120 Phone: (303) 341-1953 Fax: (303) 347-1968 Emaii� bbrWorigsteelebrosmet Mix wwwu6esers0&heXtftCGM For: IN CARNATION PATIO HCkE, URBAN GREEN 5730 WEST 39TH PLACE, VMEATRIDGE, CO 80212 Nates .....'. i Weather: Denver, 00, US Winter Design Conditions Summer Design Conditions Outside db -3 IF Outside db 90 -F Inside db 70 IF Inside db 75 IF Design TO 73 IF Design TO 15 IF Dailyrange Relative humidity 50 % Meistaredifference -36 gr/lb Heating Summary Sensible Cooling Equipment Load Siang Structure 30690 Btuh Structure 16783 Stub Ducts 1983 Btuh Ducts 1333 Btuh Central vent (91 ) 5989 Btuh Central \ent (91 ) 1247 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38663 Btuh Use manufacturer's data y Rate)swing multiplier 1.00 intiltratlon Equipment sensible load 19362 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 269 Btuh Ducts -46 Btuh Heating Cooling Centrral Vent(91 ) -1821 Btuh Area (ftp 2525 2525 Equipment lament load 0 Btuh 'vb I u m e (tfi') 26441 26441 Airchangesthour 0.11 0.06 Equipment total load 19362 Btuh Equiv. X F ( ) 48 26 Req. total capacity a t0.85 SHR 1.9 tare Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mig. Trade GOODWN Trade GOODMAN Model GMSS920804CN Cond GSX130241 AH RI ref 7367474 Coll CAPF3030C6 AHRtref 5561907 Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 90000 Btuh Sensiblecooling 19550 Btuh Heating output $5997 Btuh Latent000ling 3450 Btuh Temperature rise 62 IF Total cooling 23000 Btuh Actual air flaw 1005 cfm Actual airflow 120$ elm Air flow factor 0.031 cfm/Btuh Airflow tactor 0.067 c1finiftsh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat road sensible heat ratio 1.00 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ' , Right-lWeS Universal 2015 15.0.07 RSU13854 2014-Dee,2014.1538 Page 1 . STRUCTS \573471 ST 30TH PLACE -PATK) FlflME,,rufr Calc - MA Arrant Door facts: N 2 8 9 17 11 12 13 14 15 r 17 18 19 33 Maximum hourly glazing load exceeds average by 38.$x,. House does not have adequate exposure diversity (A D), based on A D limit of 30%. A id excursion: 870 Stuh (PFG -1.3*A te) 2014 -Dec -2Q 14:1539 tCtt R1,a-suleunRvera12o1st5.o.trRsusass4 Pao 1 . STRUCT$ON'15730 Vif;•ST 39TH PACE -PATIO HOME- rup Cain - x,4,79 Front Door faeces hl Project Information • 1t M • K • :M Design Conditions • s Test for Adequate Exposure Diversity 2 8 9 17 11 12 13 14 15 r 17 18 19 33 Maximum hourly glazing load exceeds average by 38.$x,. House does not have adequate exposure diversity (A D), based on A D limit of 30%. A id excursion: 870 Stuh (PFG -1.3*A te) 2014 -Dec -2Q 14:1539 tCtt R1,a-suleunRvera12o1st5.o.trRsusass4 Pao 1 . STRUCT$ON'15730 Vif;•ST 39TH PACE -PATIO HOME- rup Cain - x,4,79 Front Door faeces hl Right -JO Workshed Job: PAMHOME Entire House Date: IMM 4 By: SFAU BRrrTON STEELE BROS. HEATING, INC. 5800 S. NEVADA STREET, UTTLETON, CO 60120 Phonc (303) 347-1958 Fax (303) 347-1058 Ernag, bbdUonQsto@WWos,net ftb; a eteoMbnxwe8lwgxOrn -_--------- I Room name Em" House BASEMENT 2 Exposed wan 407.0 ft 127.0 it 3 Room height i0A ft d Wo ft heavow 4 Roos dimensions 1,0 x 786.8 ft 6 Rom area _ 20151 N' Ise a ft. — TY construction U -v awe Cs AMA RP) Load 77 nutter (8tUh1W-'F(. 1t� 'T or pe6meler (ft) (Muh) -7_ .,Raa au., (NJ - at Neat Coal ..Cross NJPIS Heat cool Guess NIPM Heat Cool 6 W 128-OSW U97 a 706 2102 so 60 351 100 0 0 0 0 12F.Osw% 0065 a 3." 0,66 638 420 1673 276 0 0 0 0 MC 030 n 21,90 11,33 67 0 1466 754 0 0 0 0 hG IIJO OWO a 040 000 128 128 0 a 0 0 0 0 1 TRUENT 0,140 a 10,22 3.25 24 24 246 78 0 0 0 0 W INCARSSMT 0,046 a $29 013 320 320 4061 106 320 $20 1061 toe W 2B•05w 0097 e US 202 486 486 3438 982 0 0 0 0 W 12p-osw iii a 4,74 0. QJ$ $4 54 255 42 0 0 0 0 W 12F»Osw 0066 a 0,00 0E0 200 200 0 0 0 0 0 0 12p4sw 0, S 4,14 0,73 iii 649 440 2411 W 0 0 0 0 t, INCAPWN 03M a 21.90 1810 204 0 4468 3834 0 a 0 0 NCARSSW 0,045 s 3,29 033 320 300 aft 0 320 300 M 99 t-1 . :NCARWR9 0.300 $ 21,90 16.83 20 0 438 377 20 0 438 377 12F 0.005 W 4,10 aft 828 767 3W SO 0 0 0 0 t_G d4CARVAN 0,300 W 21;90 $7,60 61 0 034 2290 0 0 0 0 NCARSSMT 0045, w 329 0,33 315 275 903 01 315 275 903 91 t-0 :NCARWIN 0300 W 21.90 37,60 40 0 876 1504 40 0 676 1604 12F-OSW oe" - 190 0,97 2W 266 037 259 0 0 0 0 TRUGAR 0.160 A 9160 2,,40 24 24 230 so 0 0 0 0 0 INCARCEIL 0,024 1.54 01" It?? 1117 1813 1161 0 0 0 0 F 20P-Wft 0.030 12A9 0120 248 2U 644 so 0 0 0 0 F 21A-321 0,020 1,46 0.00 787 787 1149 0 787 787 1149 0 F 21A.32t 0, 10.00 0,00 390 390 0 0 3 0 0 0 0 6 c) ADD excursion —1-27492 870 —13799 420 Envelope tossvain $403 2697 12 a) Infiltration 3199 363 910 103 b) Room verauation 0 0 0 0 13 Interval gains 0—pants 230 4 920 0 0 ApptlartceskAher 1700 0 SwAotal (saes 6 to 13) 1 30690 16783 6312 2700 Less external lood 0 0 0 0 Less transfer 0 0 0 0 RedisUibution 0 0 0 0 14 Subtotal 306W 16783 6312 2700 15 DufA toads 6% a 1983 1333 _0% 32674 10115 6312 —1Ak 1005 1205 —OIL" 194 160 Calculations anoWaQ ty&Q812 U]22jgj 1 reaukemenk_qthNUua1 J 8th Ed. —r19ht00ft' RigtO.Su,keOUnNe,sa$201515.0.07RSU13854 2014 -Dec -201415.38 page I _STRUCTIOWS730 WEST 391H PLACE -PATIO HOME-.rup COW - W8 FIDW 00of faces: N Right Worksheet Entire Nouse STT LB BROS. HEATING, INC. Job: PATIO HOM E Date: t . Wrl9ht ft2014-Dec�2014,15:38 R WSWIPS Universat 3095 15.0:07 E2SUt 3854 Pane 2 ...STRUC'iM'6739 t ST 39TH PLACE -PAM HOME -sup CaLc-MJ8 Fmm Dour tags N *'or use �� • Job. PATIOHME Date: tMM4 By: BEAU BRIT rON —r 2414-Dee,20 14'15'3& itsg ht-SUH t€nivessa12015 15,0,07fitSUi 3854 Page ., STRUCTIONZ730 VVEST 30TH PLACE -PAM HOME,rup Cak - W8 Front Door teres; N STEELE ROBS. 1.0b: PAT10 E Date: 12 d By: BEAU BRUTON 1 4 } } 444- 2014 `2014.15:35 Vai#". R�pht^SUlH Univors0I29f5 95.6.0T R:iE143H54 Page ,AftK . S7 RUCTlt W5730 S7 30TH PEACE -PAnO HOME -sup Oak - W$ Fmnt odor taws N y fight � , � - « k m - : < House STEELE BROS. HEATING, Job: PAT10HOME Date: ,m¥# 2. e .:BEAU & FIR MO \\ \\\\\ 2 «222»,:y. . .y. . . . <«?»%: ?w .f? \ , ym«gm d} \G ,m« em,�akamMa. ?....�\.... -STRUC ___:, Right -JO Worksheet Entire House BROS.STEELE Job; PAPOHOME €>atc 12r2W4 By: BEAU $R ON ggjWlgk2p§ anoroved bvACQ& Mggigil MgWif2MWj§i j, 2014,Oec•2014:1518 Right-SaStt UOWerSaad201515.0,07 RSU138$4 Page . ,STRUCTIONW30 WEST 39TH PLACE -PATIO HOME -sup Cnk = W$ fr0 A Raor Cacas N 0 Entire House gib. PATIOHOME By: BEAU NR ON aopLQ4W 's : Right-JO2014-Dec-20 14:15:3$ Right Worksheet Entire House STEELE BROS, HEATING, INC. Job: PAPOMOME W 12rZW4 By: BEAU BRITrON QW2lWkgol.g22W.,4WbvAr-CAtoalgligllMggiLgMgn offtgWaljMLd, C , RiDht-SuReOUniverso201515,0,07RSU13854 2014 -Dec -201415.38 .STRVC'n0W5730 VVEST 39TH PLACE -PATIO Hia -.nrp Cele - MJ8 Froirf Door facm N Page a Right -JO Workthed 10 Entire House STEELE BROS. HEATING, INC. Job: PATI ii E W 12)M4 By: BEAU B ITTON meetaH reguirements. t J 8th ` " 'tP '.. + 2014-Detr20 '14.1518 Rtght•SuaY Universst201515.O.07RSU13854 Pege9: ,STRUCTIO NZ730 VMST 99TH PLACE -PAM HOME- rmp Calc - MJ6 ROM Door Now N Right-J@ Worksheet Job; PATIO Entire Nouse Vatc 12M14 y: BEAU ORrrTOly STEELSTEELE BROS. HEATING, INC. 5800S. NEVADA STREET, UITLETON, C0 841120 Phone: (303) 847.1958 Fax: (303)S47-1968 Ercall: btwAton eere1nms.nat b .siixite mosheesiteLoom 1 Room no 1111.. LL. 2 Exposed well 0 it 3 Rnnm »e ht 9.:0 it hert 4 Room dhnees%ons 1,0 :x 62.0 tt 5 Roam area 52,0 W Ty Consiruciie n U-v Shue ix HTM Area (NI) Load Area Load number (81uiVtt* "F (Btuhr(P) or bre' ter (n) (stub) { or pedfirnifer Neat : Coat Gross opts Neat : Doo) C»rnss N7'PiS Heat Cool 6 w 129-0sw 0.097 d ; T 08 2,02 0 0 0 0 0,065 n 3.99 0,66 0 0 0 0 INCARWIN IE12,03w 0.360 n 21,90 11.33 4 0 0 0 11J0 �TRUENT 0600 n '0,00 0,00 0 0 a 0: 11 0,140 n ..10,22 3;25 0 0 0 0 w tNCAROSW 0.045 n 329 043 0 0 0 ik w 12 0.097 e ; 7.118 2102 :0 0 0 0 w 12F'-0sw 0006 e :4,74 0A 0 0 9 0 w 12F-Osw 0,065 a 0,00 0.00 0 0 0 0 12F,Osw 0'M s 4.74 0.76 0 0 0 0 INCARWIN 0.303 $ .23,90 i6,63 0 0 0 0:. EN SSMT 0,045 s 3,29 0.33 a 0 0 0 tNCARWN 0..s 21.90 18.83 0 0 a 0 9294iof 0.066 as 49O 0.00 0 0 0 0 it ik tN 0.300 w ...21.80 3700 0 0 0 0 .:.: iNCARSSMT 0.045 w 329 0.33 0 0 0 0. tNCARWiN 0 re 221.90 37.00 0 0 0' 0 P 12F 0.066 . 3,90 0.37 0 0 0 0 TRuom 0.100 a 9.00 2.40 . 0 0 0 0 C INCARCE L 0.024 • tap 0,99 52 $2 99 ' SS F ';, 201 0.030 - :2.99 01220 0 0 0.'.. 0 F 21A-324 0.020 - 146 0,00 0 0 0. 0.. F - 21Aw32t 01020 - r0.00 0100 0 0 0 0 6 c),AE£? excursion 1111 1111 5 Envetope Ioss;9ae, 91 54 12 a) tncettratkin .. 0 .. 0 b) Roam vent rasion 0 0 13 internist pains: C'comane, 230 0 0 ApRianceslother 0 SmAmat (tines 6 to 93) 91.. 54 Less external load 0 Les'a transfer 0 o RedrstritrutWn -91 -54 14 Subtotat 0 0 15 Duci Waris 1111... 6% 10% 0 0 Total room toad a 0 : Pair a`apuFiivd tClhi? 0 0 ,. ,h Right-Saaii Ci 205515.0.07 RSU13854 11esl 111 1.. 1111.. 1111 1111. .2014-Dec401*l5`38 :. nivaarsaF Page 10 ,. SiRLIC7lON15730 NEST 39TH PLACE ,PATIO) Hf31AE-.n,p Cath - WO Front Door [aces: N : Diredw Fat D= faom Current Orientation: Front Door face !North Highest Cooling toad: Front Door faces Northeast Calculations approved byACCAto meetall requirements of hi antral J 8th Ed, 2014�Dec-20 aa:rs.aa &+Wr4JhtSQFW Rdahi-Suit Uriha@r&at 2015 i5.b.07 RSU1385a Pa0e I $TRVC7"I T30 MST30TH PLACE -PATIO HOME- rup Calc - NUS Front Goof races N Project Information # Design Conditions # k # Sensible #. �9 Latent # �. Total Load (Btuh) ,CoolingAVF @,..: # : Diredw Fat D= faom Current Orientation: Front Door face !North Highest Cooling toad: Front Door faces Northeast Calculations approved byACCAto meetall requirements of hi antral J 8th Ed, 2014�Dec-20 aa:rs.aa &+Wr4JhtSQFW Rdahi-Suit Uriha@r&at 2015 i5.b.07 RSU1385a Pa0e I $TRVC7"I T30 MST30TH PLACE -PATIO HOME- rup Calc - NUS Front Goof races N UPPER FLOOR 4x10 81. cfm 10x4 81 cfm 12x4 12"7 cfn BEDROOM E;T CLOSET 16 x 16 10 x 4 306 dw 42 cNi B AIM 10 x 4 NL BATH 24 cfm i4iRiL'1 HALL 12e1 er Ret Riser Ret 4x12 14x 12 tt 79 cfm 12 " 14 x 14 8 " """""""" 185dan EAVNDRV 4- 12 x 12 123 dirt MASTER BEDROOM 4 x 12 BEDROOM 3 27 cfnr MSTR CLOSET 4x12 12x4 79 cfm 100 dirt Job #: PATIO HOMEtale. I BL +Ci . HEATING, C, INC. 1 , 80 T1ed b17 BEAU BRITTQIN for; Pagel tNGARNATiCPNPATIO E 573D ST a)TH PLACE 5800 S NEVADA STREET Right-SuiteO Wversal 2095 MEATRIDGE, C08=2 LITTLETON, CO 80520 15.0.07 RSU13854 P3tcarr (303) 347-1958 Pax; .(303) 347-1958 . 2014-Dec20 14:16:12 www.steetebrosheating.eom bbntbn steeiebrosnet „V*ST 39TH PLACE -FATIO HO.. MAIN LEVEL - 7" GARG* t 111x4 7 cf 7" 11!x111 7 S 12etRiser PWOR 12X 10 12 x I0 4 x 111 FOYER 14 din Supffiser 12 x 12 s IRSi{r1 T11 10x12 12 x 10 132 cfin 4 it 11 8 Y 14 x 10 Ret11iser 12 !tetRisec t} !Y 1 1 �dM x 4x12 14x14 4x10 92 crtct 2114 d a 111 cfnn GREf�;t' R0081 4 D LINING 12 x 11! 7 Ya 7Y 12 x 4 .E_IEE ,.... ., 92 of 12x4 87 craw Job PATIO HOME g INN q # C . a�p LE BROS. HEATING, State. 1 80 rformed by BEAU BRITTON for: Paget INCARNA7dON PATIO HCiRAE 5730MST WTH PLACE 5800 S. NEVADA STREET RPqht-SuiteO Universm 2015 MEATMOOE, 00802 LITTLETON, CO 50120 15.0.0E RSU13854 Phom (303)347-1955 Fax (303)347-'1958 20140ec-2014:16,12 www'steelebrosheating:com lebrrtton stealsbros.net _.WEST 39TH PLACE -PATIO HO_ Job #; PATO HOME STEED BROS. HEATING, INC. Scale: 1 .8Q Performed bV B BR17TON for. Page3 INCARNATION PATIO HOME 930930VVM Mitt PLACE $604 S NEVADA STREET Right Sui Universal 2016 1 HIPTRIOGE,COGM2 LITTLETON, CO 80120 15.OW RSU13854 Phone: (903) 347-9958 Fax (303) 347-1958 2014-09C 0 1416x2 wwrw.leelebrosheating..cam tbbritmn steelebra&.naat ._)hE.ST 39TH PLACE -PATIO Nth...: For: t System Summary ..12n0114 BROS.hfire House By. BEAU BRITTON rEELE ;0 80120 Phow (303) 347-1958 fox (303) 347-1958 Emait bbtatonQswetebrosnet Vft-, w�-slee*tnshealkgxom Project norr M15; IN MNATION PATIO HOW, URBAN GREEN 5730 MST 39TH PLACE, WHEATRIDGE, CO 8. BASEMENT IT 3156 97 90 0.504 5.0 0x0 ShitAk: "5.5 20.0 St3 BASEMENT -A h 31:56 97 90 0.154 8.9 70,K 12 Sh fa 13.5 70.0 fi BATH UP IT 766 24 Supply Branch Detail 'ala e 4.0 0x0 SIT 9.5 950.0 BASEMENT IT 3156 97 90 0.504 5.0 0x0 ShitAk: "5.5 20.0 St3 BASEMENT -A h 31:56 97 90 0.154 8.9 70,K 12 Sh fa 13.5 70.0 st3 BATH UP IT 766 24 16 0,081 4.0 0x0 SIT 9.5 950.0 st4 sEOROOM 2 c 1223 62 81 0.076 zo Ox t? . Spiv# 34.0 135.0 stS BEDROOM 2,A C 1223 62 ' 81 0.086 7.0 OK 0 SIM 24.0 125.0 sty BEDROOM c 1507 77 100 0,081 7.0 0x0. Shy 24.0 935,0 SIM CLOSET IT 1351 42 23 0.083 5.0: 0x0 Sht4t 9.0 145,0 St4 DINING c 1305 71 87 0.083: 7.0 Oxo Shtvt 24.0 130,0 BASE PiT-A FOYER IT 1850 57 31 0,095 50 0x0 Ship 35.0 100.0 GREAT ROOM C 1381 61 92 0.094 7.a tax 0 ShIIA 37.0 100.0 St3 GREAT -A C 9381 61 92 0,076 70... 0 Shirt 30.0 140.0 BASEIV ENT -A. KITCHEN C 1580 61 105 0.141 6.0 0x0 Shtvt 9:0 80.0 St3 M BATH c 1908 93 127 0,072 70 Ox 0 SWA 38,0 140.0 st4 HASTEN BEDROOM C 1187 55 79 0.079 7 0 Ox 0 ShM 38:5 925.0 9t6 MASTER SEDR -A c 1187.. 55 79 0,072 7:0.: Ox Sh M 33.0 140.0 St6 M TR CLOSET c 402. 15 27 0.077 4.0 0x 0 Sh" 32.5 : 135.0 $t6 PVMR h 456 14 4 0.069 4.0 oxo Sh" 37.5 150,0 St3 800, 18fic vatucs have been manually owurtddarr �ilft ate, 2014 -Dec -2014 95.44 ' Rght-Sua Ul,Nersac 201616..0.03 RSU1385+4 Page 1 ...STRUC'nONi5730 WEST 30TH KACE »PA'DO HOMF-.mp CaK - MJ8 Front Door faces: N Bo ld/itahe votues her, beer+ m anu afl y* a verrid den 2014 0.2094:13:41 +Wrlot ft Right-St¢koOUnhverset20131S,OO7RSU13654 Paget &. .. STRUCTiONW 34 WEST 39TH PLACE -PATIO HOME-,rup Oak - MJ8 Front boor tares:: N Supply Trunk Detail "fable 330 f :: ':� 274 112 10 x 20 Shfttl akA\f 133 179 OW6 214 SA 10 x 12 Shtkbtl 486 614 0,072 737 12.5 12 x 10 Shfttl sts Peak AW 124 163 0 '076 234 70 10 x 10 Shfttl 1. 12 ShtNbtl 100 0,081 0 12 Sh"fi stl ak AW 486 614 0072 737 12.5 12 x 10 Shfttf Return Branch Detail Table iOX0 194 UtO 0,143 9 12k 25 ! 0 IN 2 OX0 25 4♦♦Q &X # OX0Y 119 !.. !.. OX0 i� 132 2110 O095 379 t ox 0 Return "hunk retail "fable PeakAW 360 1 429 0,080 1 547 MO PeakXof 387 463 0,130 1! 222 14.2 12 x 25 Shfttl Peak Af 125 185 0,069 529 e o x r Shftfl teaKA\rr 257 312 0069 321 12,1 i r Peak AW 618 742 O069 763 12,1 i r PeakAW 618 742 ►. FeeakAW 618 742 0,069 890 14.0 10 PeakAW 1005 1205 0069 578 142 12 x 25 Bo ld/itahe votues her, beer+ m anu afl y* a verrid den 2014 0.2094:13:41 +Wrlot ft Right-St¢koOUnhverset20131S,OO7RSU13654 Paget &. .. STRUCTiONW 34 WEST 39TH PLACE -PATIO HOME-,rup Oak - MJ8 Front boor tares:: N City of Wheat j�idge COMMUNITY DEVELOPMENT --.; City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 August 27, 2014 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Incarnation C.S.C., LLC IaA`lj" ADDRESS: Lot 2 - 5720 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5730 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5750 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5760 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 5780 W. 39 "' Pl.. Wheat Rirlve rn Qn , )t Lot 2 - Lot 2 - Lot 2 - Lot 2 - Lot 2- Lot 2- Lot 2 - Lot 2 - 5860 W. 39`° Pl., Wheat Ridge CO 80212 Lot 2 - 5870 W. 39 Pl., Lot 2 - 5880 W. 39"' Pl., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 5890 W. 39 Pl., Wheat Ridge CO 80212 Lot 2 - 5898 W. 39 "' Pl., Wheat Ridge CO 80212 Lot 2 - 3950 Fenton Ct., Lot 2 - 3980 Fenton Ct., Lot 2 - 4000 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 2 - 4010 Fenton Ct., Lot 2 - 4020 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot I - 4035 Fenton Ct., Lot 1 - 4025 Fenton Ct., Wheat Ridge CO 80212 Wheat Ridge CO 80212 Lot 1 - 4015 Fenton Ct., Wheat Ridge CO 80212 Lot 1 - 4005 Fenton Ct., Wheat Ridge CO 80212 SUBDIVISION: Incarnation C.S.C. Subdivision LOT(s): KEY: SECTION: Jefferson County Reception Number for Plat: 2014036372 Jefferson County Reception Number for PBG: 2014036374 PARCEL NO: NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: www.ci.whestridge.coms DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3r Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File 18. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: 6 A 0 0 KM C. 9 Oa F STANDARD TR PLANTING "LRI v' I --- i�GEND PHASE IV PHASE III I _ - 60 I R MUM ing r' CONCRE PLAYGRO N O U U �2 LANDSCAPE PLAN Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0 LA I �� j PHASE I of P � l I f � i { tlldElA N .� I i � j �� r • P5 LANDSCAPE PLAN-TRAIL TO 38TH Incarnation Planned Building Group aj- a o UJ lx� t2 t2 1:13: \X D 4- U s U L- I gEl aa� Will c 0 c U -s 2 of 1 0