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HomeMy WebLinkAbout3210 Iris CourtU1-7 03&ef7 I tvSF6L7'Z oN INSPECTION ON' c �- /1,� 0anc //T.y�e �2- C Com' Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector .-- Comments Initials Pier - Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval WTA nV--A shit 4Wttons Underground/Slab Inspections Date Inspector Initials Commeri f° Electrical _� �✓� Sewer Service Rough Electric' Plumbing Rough Plumbing/Gas Line no Not Cover Underaround or Below/in-Slab Work Prior To Anaroval Of The Above Inspections Date _ Mic' '------— f 6 �7_l1 Lath /Wall Tie Inspector Initials Comments _� �✓� Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed trom the Fire uistrict and electrical low voltage h%, I'- Ruilding Division. F City of Wheat Ridge r, Residential Roofing PERMIT - 201703647 PERMIT NO: 201703647 ISSUED: 07/10/2017 TOB ADDRESS: 3210 Iris CT EXPIRES: 07/10/2018 ,TOB DESCRIPTION: Residential Re -Roof to remove and replace shingles with new tamko heritage chestnut asphalt shingles 43.49 sq. this for house roof only ** CONTACTS *** )WNER 420-308-8409 ANA BRIE) >UB (720)504-7571 Ken Medina 150198 Prestige Roofing LLC _** PARCEL INFO *** ,ONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,900.00 FEES otal Valuation 0.00 Ise Tax 270.90 'ermit Fee 251.85 * TOTAL ** 522.75 ** COMMENTS *** ** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge HO Interior Remodel PERMIT - 201707894 PERMIT NO: 201707894 ISSUED: 10/18/2017 JOB ADDRESS: 3210 Iris CT EXPIRES: 10/18/2018 JOB DESCRIPTION: Owner Builder Permit for a basement finish including game room, family room, bathroom, bedroom, 1400 SF. *** CONTACTS *** OWNER (720)308-8409 BRIEJ ANASSE *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,500.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 955.50 Permit Fee 683.55 ** TOTAL ** 1,926.38 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. City of Wheat Ridge HO Interior Remodel PERMIT - 201707894 PERMIT NO: 201707894 ISSUED: 10/18/2017 JOB ADDRESS: 3210 Iris CT EXPIRES: 10/18/2018 JOB DESCRIPTION: Owner Builder Permit for a basement finish including game room, family room, bathroom, bedroom, 1400 SF. 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�ppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work 10 be pertormea and"that all worloo be perrmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur of O ER or CONTRACTOR (Circle one) Date 1. This ermit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. `> lfis 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 maybe subject to a fee equal to one-half of the original permrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offial 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 inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall n. e construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulgifion this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of /Wheat ,_ge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a cimheatridge.co.us FOR OFFICE USE ONLY Date: I �I & ( Plan/Permit # 1, C t I ;�� I � Ll Plan ReviewPee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:r �, W C T(( j Property Owner (please print): Phone Lp ($ Property Owner Email: E- , A i L . CC Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor Contractors City License #: Phone: Contractor E-mail Address: Sub Contractors: 1v aA Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 9 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ LECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) :!7y >y<-& (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 4 15�VCCW Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: =OWNER) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (fust and last name): DATE: / 7 DEPARTMENT USE ONLY ZONING COMMMENTS: �/ 1J V-1 OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: 1014o'be@32.504_ 45r Soo Elding Division Valuation: $�A-51 ov 41 City of Wh6atPj,,de MM I g CO UN TY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): Project Property: Q to) 1 L<j ' 0_rt— , Notarized) signature of Applicant State of Colorado } County of -3_e } ss ,4 The foregoing instrument was acknowledged by me this day of D 9LV , 2017 by TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 F MMISSION EXPIRES APRIL 22, 2020 lU ©) My Commission Expires q J Z?J20,20 Notary Public Randy Slusser From: Lagenia Reimer Sent: Thursday, October 5, 2017 8:42 AM To: Kimberly Cook; Antoinette Kulick; Brian Tardif; Randy Slusser Subject: FW: Reroofing permit for 12022 W 32nd Ave Fyi From: Ace [mailto:aceclough@gmail.com] Sent: Thursday, October 5, 2017 8:33 AM To: Lagenia Reimer <Ireimer@ci.wheatridge.co.us> Subject: Re: Reroofing permit for 12022 W 32nd Ave Thank you for letting me know. I will be in tomorrow to pick it up. Aaron Ace Clough CEO Ace Roofing 720.620.5739 aaronCEDbetonaceroofine.com BetOnAceRoofing.com On Oct 4, 2017, at 3:37 PM, Lagenia Reimer <Ireimer@ci.wheatridge.co.us> wrote: Aaron, Our records show that you have not picked up the permit for 12022 W. 32nd Ave. You have 3days to come into the City of Wheat Ridge Building Permit Department to pay for the permit or a Stop Work Order will be issued and fees will be doubled for failure to get a permit for the re -roofing job and no inspections being done. Sincerely, Lagenia Reimer Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2876 Fax: 303-237-8929 www.ci.wheatridge.co.us <image001.jpg> CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. o� �-76 2 Ll �cA� M n � � �TFCVr City of 6rv�e 'ai -1141 --'X- �Wheat -Midge 1�z� out' �xL- ,AflDlTloa�� v� ' ML)NiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge 3 As part of the foundation inspection and PRIOR TO THE FIRST FRAMING INSPECTION, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of rado, stating that the foundation was constructed in compliance with all applicable minimum setback d ele6atio requirements to the city. lgiho,. eat 4 Burial depth requirements: eG%�O%o9o� ,Son Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non -meta Tic-ct-duit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 5 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45* plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. to the bottom of the foundation footings mustbe as noted � p ans. I not n the frost depth to the bottom o 0 -inches below finished grade. (IRC Ta b P_R-30 -2:11— 7 Caisson and helical pier foundations will not be inspected by Boulder County. A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections R110.5.2.3) 8 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405.1, R406.1) 9 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table.( R401.2.1.3and R401.2.1.5) 10 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 11 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of %-inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) Rough Framing and Wood Requirements 12 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 13 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1: (IRC R317) 14 Lumber, plywood, fiberboard, structural logs, and glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency. (IRC R502.1, R602.1, and R802.1) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery. B. Wood framing members that rest on concrete or masonry foundation walls and are less than fl- inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. 13 Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one operable .mergency and rescue opening or a door to the exterior. 15 Emergency escape and rescue openings shall meet the following requirements: A minimum clear width of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) "16 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 17 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches (813 -mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 -inches (1981 -mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 19 There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than 73/ -inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 20 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4% -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of %-inch to 1% -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere to pass through. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1% -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8.2) 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6% -inches perimeter with a maximum cross section of 2% -inches. C. Perimeter Dimension Greater than 6% - inches: shall have a finger recess on both sides. 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inches. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 36 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest projection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 - inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 - inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 Roofing material installed in the mountain areas is limited to Class -"A" roof coverings. Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph 3 sec gust( R301.2.1, R325). 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less than 8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section (M1507) is satisfied and artificial light is provided at an average of 6 foot candles at a height of 30 inches. 31 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R308) 32 Roofs decks and enclosed roofed areas must be provided with roof drains installed at the low point of each roof. Where roof drains are installed, overflow drains or scuppers are required. (IRC R903.4) 33 Exterior finish materials must conform to the conditions of your Site Plan Review to include: roof covering, siding, ignition resistant construction, color requirements, conforming light fixtures which comply with the approved lighting plan, and re -vegetation requirements. Glazing and Window Requirements 32 Skylights must be: (IRC R308.6 Table N1102.1) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb 4 -inches above the roof. Heating and Ventilation Requirements 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.9. Crawl space walls shall be insulated in accordance with Table N1102.1 or Table N 1102.1.2. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation in accordance with Table N1102.1. 34 A. Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68' at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R303.3, M1507.4) 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 35 -feet (Unless approved under the manufacturer's listing) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M 1401.1,(M 1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 41 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI Z21.60 and installed per the manufacturer's installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G2434) 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 40 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 4.8 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 50 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations , crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shall be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances: A. Recessed incandescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,(E4002.10, E4003.9, E4003.10,E4003.11) Plumbing Requirements 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51bs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120*. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5 , P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) 67 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower /bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 68 The garage shall be separated from the residence and its attic by materials of not less than %-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (R302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %-inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C 1178, or Cl 178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board lh gypum board Ceiling 16oc, 7", nails 12", Type S screws '/z wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails 12"spacing, screws 24OC 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment and may not be used where there will be direct exposure to water, or in areas of continuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) 73 Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a inch gypsum wall board membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member.(IRC 501.3) Final Inspection Requirements 74 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (IRC 319) 75 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R801.3) Swimming pools, fountains, hot tubs, spas, and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions of the IRC for the approval of bonding equipment and lighting. All 15 and 20 amp, single-phase 125 -volt receptacles located within 20 -feet of the inside walls of pools, outdoor spas and hot tubs shall be protected by a GFCI. Motors and equipment must be accessible without damaging the building structure or building finish. (IRC E4202, E4203, EE4204, E4205, E4206) The reinforcing shell of the pool shell, metal forming shells, coping stones, deck, brackets of niche fixtures, metal fittings, and electrical equipment, located less than 5 -feet horizontally and less than 12 -feet above maximum water level of swimming pools and built in place hot tubs shall be bonded together. The parts specified above shall be connected to an equipotential bonding grid. (IRC E4204.2) 7500 W. 29T' Ave Wheat Ridge, Co 80033-8001 303-235-2878 9/9/13 11ding Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans, drawn to scale and complete the following (hint. use graph paper with 1/4" squares. Example: 1/4" = 1'): Check with your jurisdiction for additional requirements. 1. Review this Building Guide 2. Provide 2 Floor Plans 3. Fill out a Building Permit Application The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. Smoke alarms and carbon monoxide alarms are required. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, CO 80001. http://www.coloradochaptericc.org . _ ... Z` x 3- ., ..._ . 20 x ��107 o FF�14 N vJ -p 4 3 O 1-19 CMT tLon,et � 8 Iti Co �TECTo(� � U v --Lobel Gccr UN F I N 1 s 14 Eo I S6Ao vx ALAA'K bA s`taRaGE 8 ' (V FX I i $cc Rcaonn 1 N This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 9/9/13 Directions • Submit two complete sets of required information. • Draw a floor plan with dimensions drawn to scale, showing the layout of the entire basement. Label the use for all of the rooms. • Show electrical outlets, smoke alarms, carbon monoxide alarms, lighting, fans, plumbing modifications, cleanouts, furnace, and water heater. • List window sizes and types, identify emergency escape and rescue windows, and egress window wells with ladder and clear dimensions of window well. Basement Finish Requirements 1. Ceiling Heights: If the finished ceiling will be less than 7', please consult your Building Department. 2. Emergency Escapes: All basements and sleeping rooms must have an emergency escape window or exterior door. Emergency escape windows with a sill height below grade must be provided with an emergency escape window well and ladder. (For emergency escape window and window well requirements, see page 3.) S. Smoke Alarms: Smoke alarms are required in all basements. If the finished basement contains a sleeping room, a smoke alarm must be installed on the ceiling or wall in the sleeping room and in the hallway or area immediately outside of the sleeping room. Smoke alarms added to satisfy the above requirements must be hard -wired with battery backup, and interconnected with existing smoke alarms. Smoke alarms are required to be hardwired and interconnected in new and existing bedrooms, halls and on each level unless removal of interior wall or ceiling finishes would be required. In this case, battery operated devices are acceptable. Listed wireless alarms are acceptable. 4. Carhon Monoxide Alarms: Carbon Monoxide alarms are required on each floor with bedrooms. They are recommended to be located no farther than 15 ft. from any bedroom entrance. Do not install within 15 ft. of a fuel burning appliances. Follow manufacture's recommendations for location testing and replacement. 5. fuel Burning Appliances: Furnaces and water heaters cannot be located in a bedroom or bathroom unless appliances are installed in a dedicated enclosure in which all combustion air is taken directly from outdoors, and a weather stripped solid door equipped with an approved self closing device is installed. If the furnace and water heater are being enclosed, adequate combustion air must be provided for these appliances to operate properly. For maintenance purposes, a minimum of 30 inches clear working space must be provided in front of furnaces and water heaters. Maintenance or removal of each appliance must be possible without removing the other or disturbing walls, piping, valves, ducts, vents, wiring or junction boxes. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. • Identify modifications to the existing structure such as posts, beams and floor joists. • Indicate height of dropped ceiling areas less than 7 feet. • A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6'8" above a minimum area 30" by 30" at the showerhead. See Exception 2, P2708.1. • Show plumbing fixtures and clearances around each. • Show insulation values 6. Floated Vblls: In areas subject to floor heaving, non-bearing walls on basement floor slabs should be built to accommodate not less than 1-1/2 inches of floor movement. A detail of a typical floated wall is included on Page 3 of this hand-out. 7. Rrehlocking: Fireblocking must be installed in concealed spaces of wood -furred walls at the ceiling level, at 10 -foot intervals along the length of the wall and at all interconnections of concealed vertical and horizontal spaces such as intersection of stud walls and soffits or dropped ceilings. A detail of typical fireblocking is included on the following page of this handout. Fireblocks may be constructed of 1-1/2 inch lumber, 3/4 inch plywood, OSB or particle board, 1/2 inch gypsum board or fiberglass insulation 16 inches minimum in height, securely fastened. 8. Insulation: Check with your Building Department for insulation requirements. 8. Space Under Stairs: If access to the area or space under the basement stairs is provided for storage or other uses, the walls and ceiling of this enclosed space must be protected on the inside withl/2 inch gypsum board. 10. Bathrooms: Toilets must be provided with a minimum of 21 inches in front of the toilet and 15 inches from the center of the toilet and any sidewall or other obstruction. Showers shall have a minimum inside dimension of 900 square inches, capable of encompassing a 30 inch circle and be finished 72 inches above the floor with non-absorbent materials. Shower door minimum clear opening width is 22 inches. See Exception 2, P2708.1. A ventilation fan is required in toilet rooms and bathrooms with unopenable windows. The fan must be vented to the exterior of the building and not to terminate within 3 feet of an opening. 11. Lighting i Ventilation: Lighting and ventilation are required for any finished portion of the basement. Contact your Building Department for specific requirements. The Building Department staff can help you determine what Is necessary to meet minimum safety requirements. 9/9/13 Floor joist Typical soffit — Finish material 2x4 or 16" batt insulation securely Fireblock fastened here or here or here Hint: Install fire stop before installing wall Fireblock here or here Fireblock concealed spaces of furred walls and soffits at 10 foot intervals along the length of the wall with 2x4 lumber, plywood or gypsum board nailed to wall stud and held tight to concrete foundation wall from floor to ceiling. Fill remaining gaps at top and bottom with mineral wool or fiberglass insulation. New 2x4 perimeter wall New 2x4 interior partition Existing concrete foundation wall Wall finish material �— 40d nails every 24 inches through bottom plate into floor plate. Pre -drill holes in bottom plate for 40d nails Minimum 11/2 inch void space Pressure treated 2x4 floor plate anchored to floor slab Spacer -- same thickness as wall finish material ?' E Basement floor slab Emergency Escape And Rescue window wells must provide a minimum area of 9 square feet with a minimum dimension of 36 inches and shall enable the window to open fully. If the depth of the window well exceeds 44 inches, a permanently affixed ladder must be provided. The ladder must not interfere with the operation of the window. Window well Net clear dimensions when fully opened to provide 9 square feet of opening. Ladder or stair Emergency 1136" escape or min' rescue - : opening with finished sill height below Ladder or stair permitted to the adjacent 1 encroach a maximum of 6 inches into the required dimensions. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Emergency Escape And Rescue Windows must meet the following criteria: A minimum total openable area of not less than 5.7 square feet A minimum clear openable height of not less than 24 inches A minimum clear openable width of not less than 20 inches. • A finished sill height of not more than 44 inches above the floor and the window should be openable from the inside with normal operation and without the use of tools, keys or special knowledge. Examples of Complying Height & Width Combinations 34 1/8" clear Openable T area=5.7 24" sq. . clear Minimum size window„ max. for 24" clear height Openable 41" area=5.7 clear sq.ft. Minimum size window Floor for 20" clear width � / ^ } � ^ \ \ �� � � � \ � � �� «�� . � \� I � � ` ^ � /^° � » ���Cj, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:��- Permit Number: 2,5�4Z4e � ❑ No one available for inspection: Time ? ?r�M/ M Re -Inspection required: Les_? No When corrections have been made, call for re -inspection at 303-234-5933 Date:-//' ;��' % Inspector:�"— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Buildilag Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ���L)f y0II s� Job Address: -Z-o-/S _ Permit Number: 0/ 7,9 ❑ No one available for inspection: Time �t.J AM PM Re -Inspection required: Yes Nodi When corrections have been made, call for-re=inspection at 303-234-5933 Date:-//- 13 -/ Z Inspectorj&��/�-f--- DO NOT REMOVE THIS NOTICE j I 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:Csy"�S� Job Address: /d _Z3_)5 C_ Permit Number: c?oZ7z9711 ❑ No one available for inspection: Time L(C) AM/0—M—) Re -Inspection required: Yes ;No When corrections have been made, call for re -inspection at 303-234-5933 Date: ' Cf ' inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ❑ No one available for inspection: Time1 �>_'JAJ0/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: �/ / 7`/ 7 Inspector:1-- DO NOT REMOVE THIS NOTICE A CITY OF WHEAT RIDGE x Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: b Job Address: -)%1J r'15 C Permit Number: / -al ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes /No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,I• ' Inspector: )6Xv DO NOT REMOVE THIS NOTICE _11 a i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �J�w' Job Address: to Permit Number: Q/ LlNo one available for inspection: Time LAM/PM Re -Inspection required: Yes` No When corrections have been made, call for re -inspection at 303 -234 - Date: // " 7 / ;7 Inspector: /�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �Q?M Job Address:�- Permit Number:,- 3-V ❑ No one available for inspection: Time �'J:` AM/.PM Re -Inspection required: Yes t, No j When corrections have been made, ca -inspection at 303-234-5933 'nw Date: � � •_/,7,/7 Inspector: Jf.�C���F}"'"` DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703647 PERMIT NO: 201703647 ISSUED: 07/10/2017 JOB ADDRESS: 3210 Iris CT EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -Roof to remove and replace shingles with new tamko heritage chestnut asphalt shingles 43.49 sq. this for house roof only *** CONTACTS *** OWNER 420-308-8409 ANA BRIEJ SUB (720)504-7571 Ken Medina 150198 Prestige Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,900.00 FEES Total Valuation Use Tax 0.00 270.90 } Permit Fee 251.85 ** TOTAL ** 522.75 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703647 PERMIT NO: 201703647 ISSUED: JOB ADDRESS: 3210 Iris CT EXPIRES: JOB DESCRIPTION: Residential Re -Roof to remove and replace shingles chestnut asphalt shingles 43.49 sq. this for house 07/10/2017 07/10/2018 with new tamko heritage roof only 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and thatAl work to be erformed is disclosed in this document and/or its' accompanying approved plans and specifications. 06 . Oa. 9-01i Signature of R or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applic, de or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 4!5AA9,JVk_ o Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Ll -� Dane Lovett ,2c 1 From: no-reply@c i.wheatridge.co.us Sent: Tuesday, June 27, 2017 9:17 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application J Categories: Gina 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 1 documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3210 Iris Ct Anasse Briej 7203088409 j � l Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Prestige Roofing, LLC 150198 7505047571 Contractor Email Address melissa@myprestigeroofing.com Retype Contractor Email melissa@myprestigeroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Remove and replace shingles with new J co heritage Material Chestnut Select Type of Material: Asphalt iJ If "Other" is selected Field not completed. above, describe here: i How many squares of the 43.49 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 43.49 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) This is for House Roof only 12,900 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant melissa salas Email not displaying correctly? View it in your browser. 3 Policy #: PC10223 -02 PRT I E CO NRACTI N G "Your Insurance Specialists" Roofing - Siding - Windows - Gu"ors 1412 W 104th Ave, Suite 101 Northglenn, CO 80234 Office: 720-504-7571 Fax: 303-362-7271 Expires: 07/14/2017 AguR661TRD 5 NE55 Fully Insured Licensed Carrier: PCIC Limit: $2,000,000.00 Customer. /1 ,'5 C � QI�. Insurance Provider: Mme. Lkaq Address: [ 0, 1_le 15 cT. Phone#: ,�� , i 6 03?0 `^ k*fi-Tt4%-& 'C -C% Policy#: C(,�,Ak— DO 1 -?&8t3 Phone #: Celt: '710 306 9 • Ott Project Manager: DA,,4 S Date: SUaJ t -j Loss Date: rqH�) L7 Phone#: -7t9 -336 .'Lct�'A -1 Tv "'�{" _,�5.£ Ar- LCT C, r ��� Glc £T C Lead Source: S ft L-4-- &&N ll WE PROPOSE W&t- /iib To furnish material and labor— complete in accordance with specifications below. �" ti fit D ��s ,� Deductible: _ ,Appcs)irnate Dollars ($) 2 t t SU — PR," NMA -r . Approximate Date of Roof Completion: 4 w V4 _ From Submitting File Start: 8 W V -S From Submitting File ( ( s r k14 tii`� Crf—' /F-06-uS V ) Materials present onroof.,Asphalt 1 layers Cedar Shake layers Cedar Shingles layers Flat_layers Tear off existing ` layers on House VInstall New Roofing Material Type TM`s [ ] Tear off existing layers on Garage/Shed ( ] Re- deck using 7/16" OSB Plywood [ ] Replace Water Damaged Decking at $ per piece [ ] Install Standard Ridge Shingles [ ] Install High Profile Ridge Shingles [ J Install ft. of Ridge Vent ,'Install5`~'44kurtle Vents, Color to match roof (Install metal valleys [ ] Install 901b valleys Install Ice and water shield per code or $ per sq Install Drip Edge to all KEaves [Rakes Weight ColorCl}£6'154111IT'Style lAi1'R64 A(AII Permit fees and Taxes Included a)- LOVAw&7L Haul off all trash including Magnetic Sweep of Property X10 Year Labor WarrantyX '—Year Manufacturer Warranty b(Install5 A-At� Pipe Jack Flashing(s) [ ] LF 5" Gutter/ Downspouts Color_ [ ] SQ Siding Type Color Additional Work to be done ].[OJ.J lL A- i W S 7')*W Install Ib felt or [ ] $ for feltex i 3 E.GS`t Options - Pfi1tAG4n S v-1 e t I l Do to 3li�y Z] a r t�� 'u'rt.� CUSTOMER INITIAL HERE IF SUBJECT TO INSURANCE ALLOWANCE AaREEMENT. if initialed, the following additional provisions apply: A. This agreement Is valid only if customer has full replacement cost Insurance coverage (less deductible) B. Companies work will be completed with no cost to customer other than customers insurance deductible. Unless customer chooses upgrades or additional work that is not approved by customer's insurer. Customer hereby assigns all amounts due.rom customer's insurers and mortgagees for companies work to company. C. Customer will provide all documents and information necessary (i) for submhsion of claims to customers insurer, and (ii) for payments to be made by customer's insurer and mortgagee(sj. Customer authorizes company to discuss scope of work and pricing with customer's insurers and adjusters. Customer appoints company as the customers power of attorney to inspect and adjust the loss, and to collect and eceive all insurance payments related to company's work. D. All direct costs, overhead and profit allowed by customers insurer, and any., upplements approved by customer's insurer for additional work, upgrades, options or cost increases are to be paid to company. Company reserves the right to requert and receiveadditional payments from customers insurer due to material or labor increases, storm environment, or if measurements and/or other information provided by customers insurer are incorrect. E. Company may cancel this agreement if company and customers insurer are unable to agree on the scope of work and price for work covered under customer' I/we ag a to the terms and conditions h' nt, including all terms and conditions on the reverse side. S� t 7 cuss6 ee Iggnature Date Customer Signature TVKI t'7 Sal Representative Signature Date Date U` i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION �NOTICE Inspection Type: Job Address: /G C - Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes ' No When corrections have been made, call for re -in bij y' Date: Inspector: 11 i AM/PM at 303-234-5933 i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: X10 _ Job Address: / /S C Permit Number: -;10V -70 7 ❑ No one available for inspection: Time C/� j ,'�A ypM Re -Inspection required: Yes (N�01 When corrections have been made, call for re -inspection at 303-234-5933 Date:' Inspector: /`� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M10 Job Address: ':�S 10 Permit Number: "2_0 1 -1 n t�U.4-7 ❑ No one available for inspection: Time AM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: b.,3. I—] Inspector: P:��' DO NOT REMOVE THIS NOTICE N 93.75 O 95.11 I .63 I 94.62 94.92 � 94.87 93.71 94 61 NAIL & TAG ON N89° 29' 35" E 110, 00 W E 5.00' OFFSET a a ui ELECTRIC METER AND BREAKER 95.16 d GAS 94.04 \ METER PG- PG I 97.40 96.91 52, 8' 26.2 31" 0' 0 10' 20' 40' PQl - et• _97.65SCALE: 1"' '� 10 96.70 MASONRY �AILBOX 96.52 94.65 95.85 PILLAR FF: 10 14 95.92 96.60\\''97.84 6 0' LEGEND LQT 1 2.5 � e 2" 3' Y DEN❑TESi NAIL AND BRASS TAG 96.10 ° d a a 97,96 0 # 1310 IRIS COURT TOE o � 2 ° ° °a• -4 CONTAINS 13.022 SQUARE FEET MORE OR LESS X DENOTES' CHISELED CROSS d a 0 ' 97 s6 Q. o 3, 2-STORY MASONRY AND STUCCO 96.6 2. RESIDENCE WITH BASEMENT G X- DENOTESt FENCE LINE H c 2. 3 z , �; . a �� 94.97 -p DENOTESi POWER LINE w FF: 100-11 4 1. 0 w ¢ FF. 97.65 DENOTES SPOT ELEVATION 0 ca OD Li CL 98.18 �: ® DENOTESt WATER METER �- 97.46 Ir N:V C a d DENOTESt CONCRETE 15-01 2. 0`J a a �v 95.58 F o a ° z , LEGAL DESCRIPTION: a ON I a M Vic, o `{� c" M LOT 1, APPLEWOOD PRESERVE SUBDIVISION -FILING N0. 21 (A$ RECORDED. IN RECEPTIQN NUMBER F1387$10, �a 1 N Q V a 4 JEFFERSON COUNTY RECORDS) A SUBDIVISION BEING A PART OF THE SOUTHWEST ONE-QUARTER OF THE NORTHWEST ' a a G aY 00 ONE-QUARTER OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF s ° WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. CONTAINS 13,022 SQUARE FEET MORE OR LESS. a ` _ a FF: 98.27 FF: 98.24 97.91 NOTICE ° 38" 7' W 6.7' ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY cc ' °. 98.28 `.4."98:26 �- WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY LEGAL ACTION BASED UPON d °' a 11496.16 ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATED OF THE CERTIFICATION SHOWN .... d .. FF: 98.19 --� 96.23` HEREON. d 98.204.. d o °a a o EXCEPT AS SHOWN OR SPECIFICALLY STATED, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING O s7.s5: ` 98:02. e ®d u� P` 87,83 ° d a .� p WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH Q (� WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF a r 24.9' 98.33, 97.90 a d d . / ADJACENT TRACTS O1-LAND,..OR-RIGHT--OF-WAY,_AESTRICTI1iE-SANT SUBDiI/i"BION RESTRICTIONS ZONING OR .97.86 _ --W_. 96.83 NS, ANY OTHER FACTS, WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY REVEAL. ° � OTHER LAND USE REGULATIONS, N 98.16 ° a 97.03 THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. THIS SURVEY HOES NOT CONSTITUTE A TITLE SEARCH BY R.W. BAYER & ASSOCIATES, INC. OF THE PROPERTY SHOWN AND 41 96.85 DESCRIBED HEREON TO DETERMINE OWNERSHIP OF THIS TRACT OF LAND COMPATIBILITY OF THIS DESCRIPTION WITH d ° ° 98.15 ! THOSE OF ADJACENT TRACTS OF LAND OR RIGHTS-OF-WAY, EASEMENTS OR ENCUMBRANCES OF RECORD AFFECTING THIS 98.46 d 98.25 d 4f§,01 A a d d d. TRACT OF LAND. zoN y THERE MAY BE BURIED UTILITIES ON OR ADJACENT TO THIS PROPERTY THAT ARE NOT SHOWN DUE TO INSUFFICIENT a SURFACE EVIDENCE NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR THE EXISTENCE OF OVERHEAD \� M OR UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE DEVELOPMENT OF THIS TRACT. �''`,� �- 97.77. THE LINEAL UNITS USED AND SHOWN HEREON IS U S SURVEY FOOT. CONTOUR INTERVAL 1'. SIGHT TRIANGLE �\ 10' UTILITY & PER PLAT (SHOWN '�.� DRAINAGE EASEMENT THIS IMPROVEMENT LOCATION CERTIFICATE/TOPOGRAPHIC MAP CAN BE USED IN ITS ELECTRONIC FORM AS THERE ARE APPROXIMATE) 98.3 PER PLAT (TYPICAL) 97.71 ADDITIONAL SPOT ELEVATIONS CONTAINED IN DRAWING (LAYER PTS). � 99.03 1' W I1)E MASONARY WALL NAIL & TAG ON 98,92 5,00' OFFSET °P T. B. M. EL. = 98. 87. 1 S89° 29' 35" W 110,00/(BASIS FOR BEARINGS) 98.32 TEMPORARY BENCHMARK: 99.7 99.25 98.67 POWER POLE 4 THE TOP OF A NAIL AND TAG LOCATED AT THE SOUTHWEST CORNER OF LOT 1, APPLEWOOD PRESERVE SUBDIVISION, FILING NO. 2. ELEVATION: 98.87 a d d d. 4 $ a v. 4" c� d ° 98.22 CERTIFICATION IS MADE TO THE ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. c� N CERTIFICATE OF SURVEY: • I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION DERTIFICATE/TOPOGRAPHIC MAP WAS :PREPARED FOR T T ES A E OF LOU MAR AND THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IS NOT TO BE RELIED PON FOR OR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL F SCR CE O LAND ON THIS DATE, AUGUST 17, 2015,. EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE BOUNDARIES THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED :PREMISES BY IMPROVNTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED OR SHOWN. WEST 32ND AVENUE 60' R. O. W. PER PLAT �.��nmm�►u,,, A AN •GO Ry � RAYMO W. BAYER REG./P.L.S. NO. 6973 �• .=: 6973 'j`"s DATE: `Llo 7-c01 'tj s p���ff c> LA • CAD FILE: M15151/M15151.DWG REVISIONS: �pq �ca✓. 9 25-i� IMPROVEMENT LOCATION CERTIFICATE WITH SCALE: DATE: DRW BY; CKD BY: PROD. NO: H ELEVATIONS 1- o AUG" 1 zo 5 R.W. GAYER & ASSOCIATES, INC. _ � - �" E. B. R. B" zo - 090 EAST 104TH AVENUE SUITE 200 LOT 1, APPLEWOOD .PRESERVE SUBDIVISION, BEING A PART OF THE SOUTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF 15 151 2 ' BOOK: PAGE: FILE N0: SECTION z7, TOWNSHIP 3 SOUTH, RANGE 69 WEST THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT OF SHEET. THORNTON, COLORADO 80233-431627-39-3L �-7 c • 452--4515 JEFFERSON, STATE OF COLORADO. 69Q 1 G / '.�"` 39 - 3L � O 1 303 452-4433 FAX. 303 1959 DENVER,«:0 0 ., e-mail: heistructures(Mmsn.com Lou Ficco c/b Lou -Mar Entities .r Vance St, #1 Ridge,Wheat -. A•�.. " instructionsThe piers were drilled to the 4'-V depth and reinforced with 445 as specified in the letter of dated " spacing of - piers was also in accordance with the r illustrated in the "Allen Block in Manuar. 1969 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail, heistructures@msn.col UMMUMIZ • Ficco • Lou -Mar Entities 3650 Vance St. #1 FIELD REPORT No. 2 Date of inspection: April 1, 2014 III 1!! IFITIM 11 iii 11 1111!1111 MEEE3= mw"WAO 1959 S. PEARL ST. DENVER, CO 8r0210 9 �1 phone: 303-733-16 i 21 e-mail: heistructuresmsn,co 073MMIM Lou Ficco c/o Lou -Mar Entities 3650 Vance Wheat Ridoe, CO 80033 I: 0illf! 10 111''1 '11i [liff, If - M# 1W 11 " - i FIELD REPORT No. I Date of inspections* March 20, 20112 Present,- Jere Heavener, Lou Ficco Work observed, Footing forming and reinforcing of the counterfort base and interior pads. Comments, The reinforcing was don ",ppliance with the construction documents. Havener Engineering, Inc. %AEo Terradyne DEN, Inc, 15403 E. 17th Avenue, Suite E Aurora, Colorado 80011 April 8, 2014 Phone: 303.463.9317 Fax: 303.463.9321 www.terradyne.com Lournar Entities 3650 Vance Street, Suite I Wheat Ridge, CO 80033 Subject: Perimeter Drain Single Family Residence at 321 Iris Court Wheat Ridge, CO Terradyne Project No: 01310 6 Pursuant to your request, 'rerradyne is pleased to submit this letter in regards to the perimeter drain at the above mentioned project site. A Terradyne representative conducted a site visit on April 8, 2014 to verify the presence of the drain, water proofing and sump pump. We observed the perimeter of the living area and sump pit. Based on our observations, the perimeter drain, water proofing and sump pump appears to be in general compliance per our recommendations and the prqject plans. We appreciate the opportunity to be of service to you on this project, and we wish to thank you for your business. If we can be of her assistance on this or other projects, please call us at 303-463-9317 ta H Branch Manager Distribution: via Email, hard copy (2) Environmental Engineering 0 Geotechnical Engineering * Construction Materials Testing * Civil Site Design 0 Surveying mmu� Louniar Entities 3650 Vance Street, Suite I Wheat Ridge, CO 80033 Re: Open Hole Observation Single Family Residence at 32 10 Iris Court Wheat Ridge, CO 'Ferradyne Project No: C131016 4MO Aurora, Colorado 80011 Phone: 303,463.9317 Fax: 303.463.9321 www.terradyne.com Pursuant to your request, Terradyne DEN, Inc. visited the above mentioned project site on March 12, 14, 17 and 26, 2014 for an open -hole inspection of the excavated sub rad for the proposed single family residence. The purpose of the open -bole observation is to verify that soil conditions in the excavation do not significantly vary from those identified in the subsurface investigation. This observation is a visual observation to the depth of the excavation only. The inspection consisted of visually determining if the soil is unsuitable sub rade material for the proposed residence, such as expansive clay or any other deleterious material. Here are our comments for each visit: • The subgrade consisted of tan silty clay with 2" to 3" of observed subgrade pumping. • The subgrade was still pumping and ground water was observed in the SE Comer up • After placement of 1/2" aggregate per direction of Terradyne, subgrade was still pumping. Ground water was seeping and softening the subgrade. • Groundwater was pumped 3 feet deep from the SE comer and 1/27" aggregate was used to raise the area to final grade. The Y2" aggregate is approved for 1600 psf bearing pressure per our soil investigation. We appreciate and wish to thank you for the opportunity to be of service to you. Please let me know if you have any questions. Distribution: hard copy (2) Respectfully submitted, Terradyne DEN, Inc. Brian Jasnoch, P.E. Branch Manager Environmental Engineering * Geotechnical Engineering 0 Construction Materials Testing 0 Civil Site Design 0 Surveying Melissa Mackev From: Lou Ficco <louficco@grnail.corn> Sent: Wednesday, June 03, 2015 6.12 AM To: Melissa Mackey Subject: Re: 3210 Iris Ct. zn- Thanks Lou Ficco EM RIMITHRIIII III IIIIIIII III! I -30749TINT171-21 M, - , r MJr -f-Cill'iiiiii#7e-fliffl7e-Al7e7f It, V , I cdiii Melissa Mackey Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.c1.wheatELd1e,co.us City of Wh6at *d CommuNrl'yorwwrilsAINT CONFIDENTIALITY NOTICE: This ei-inail contains business -confidential infortnatiom It is intended only for the use of the individual car entity" named above, If you are not the intended rmipient, you are notifills] that any disclosure, copying, distribution, electronic storage carcase oft is Communication is prohibited. It' you received this communication in error, please notify us immediately by e-nitail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, 0 FOR OFFICE USE ONLY w City of Dste: 6� j- ha *' C OMMUNITY DEVELOPMENT NT P1anIP 6t# Building & Inspection Services Division 7500 W. 2e Ave., Wheat Midge, CO 80033 " Purr Review fte: Office: 383 -235 -2855 Fax: 3013- 237 -8929 Inspection Line: 393 - 234.5933 Building Permit Application r ssed. Please lete sit bighlighted s ' s on both sides gat thts form. Incomplete ri twl u. P roperty Add ress: cl 6J- Property Owner (please print), -f Phone: c' ' .. Prope Ow ner Email Mailing ng Address: (if different then property address) Address: City ' state,zi p . 14 " > iftaffingimc Architect/Engineer E -mail: Ph ort$� Contractor. Contractors City License Phone- Contrac g , -gall Address: le 10 a M f2 I' ZD 41 Sub Contractors Electrical: Plumbing: ; Mechanical: W.R, City License # W.R- City License # W.R, City License # Other City Licensed Sub: Other City Licensed Scab: City License # City License Complete all information on BOTH skies of this form aq. FULF Stu's Gallons Amps Squares Other Work shall comiply with the following codes, 2006 IRC, 2006 IECC & 2011 NEC, ■ A "N NI Vy y�f ©+ \ �\ . �� �� :: �° § }w� .. \ +����` - W7* 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@)nisn,corn Lou Ficco clo Lou Entities 3650 Vance St, #1 Wheat RLdae, CO 80033 Proposed Fence on the North side of W 32nd Ave. at Iris Ct., Wheat Ridge, CO SM I have revievved the product literature for "Afian Block" 6 ft high masonry fencing and have Nis w" 19267 aavener. P. E. i�lpft am APPROVED Subject to Field Inspectws Wheat � Buddirg Dent, Date Signe& Plan checker s C4y License M Phone: o qm 404"*4: omER) woNrimcrom a (AirmoRmEDREPREsENTATim) f (owNER) woNmcrm V �' A*U ' x"',44 , ' PUSL FIRE � m 10, % 02-24-14;1l;39AM; Fab 2414 09.12a i From: M M ;3034667385 9 1/ 1 V I OZIM2014 08:37 4894 P=11001 Company Name: Staft Lkeme #:— 1. Wheat Mdge Ucense Stc a. Agent Ll (AC( { q Date *Thisspptication most be signed by t*cb sub-4ontractor confirming the same. # M 0212012014 08:37 #884 P.001/001 V*- City of C CnXAA6 OMMUNITY DEwLOPMENT SUB-CONTRACTOR AUTHORIZATION FORM Projed Address: ' . _ & General Coritractor-_4 �_ ElectricW Co Permit #:__ F1Pat_"e_o_fA_uth_ojizedAgent . . ............. Date Company Name:— Phoue:— Wheat Ridge Lic�nSee. __ ��Itu�reof A�utho�rjz(xi A�genT_____ * This 4 PPlication must be signed 4 Y each 5 0-coittractor confirmin th samc M p.3 884 P.00 * M * 1, r. • t it . . i �. ":. I I �x TIM City of ail e. CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p, 303,2351855j 303,237,8929 A 0 0 M Ei I'M= IZMMB�� am a duty authorized representative of the agency by my signature below, hereby acknowledge receipt of documents necessary �proiect indicated above. 9 M- W Q MINA 0 Agency Notes: 2 A Signature: 22 L j L Date: (Agency Representative) City of , �qrWh6atf)kLdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 301235-2855J 303,237.8929 ► a IN=-- Name of Firm/individual submitting documents: 14cl ----- ---- - - IMMM3�� 1 , Kim Dahlin, Office indicated below and do bi two J MI .1 • 1 • 1 M authorized representative of the agency nature below ' • hereby acknowledge receipt ♦ documents necessary tct indicated above. MU MWAM- MUT= Agency Notes� The referenced address is within the boundariNs of the Westridge Sanitation District. The District can serve the proposed development of this site subject to compliance with all applicable District Rules & Regulations and Subject to availab of downstream capacity at time of formal t p application. Signature: i K— I Date: _ft> (Agency Representative) City 0 - �Wh6at"]L ge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave, Wheat Ridge, CO 80033-8001 P. 303-235.2861 R 301235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Location of Construction: B411> J�AZ-5 <�r Purpose of Construction: Single Family Commercial Multi-Fainily Dgvelogment Review Processing Fee:— ... $100.00 (Required of all projectsfior document processing) Single Family &esidence/Doglex Review Fee: ... $50.00 Corn raercial/Nlulti-Famitv Review Fees I • 0 & M Manual Review & SMA Recording $100.00 1 Each Application will be reviewed by staff once and returned for changes, If after review of (fie second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: Re_submittal Fees: 3 " submittal (!12, initial review fee): ......... $300.00 4"' submittal (full initial review fee): ...... ...... $600.00 All subsequent submittals: $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE Al: Di LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.6wheatridge.cmus Rev 12'12 4 City of LIC WORKS SINGLE FA MIL YID UPL EX ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 3, v" Does all existing roadway/alley R.O.W. meet the If not, what is required? If RO.W is required, has the deed been received: of the City vl — No — Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, APPROVED- The Public Works Department has reviewed the submitted matefial and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature David F. Brossman, P,L.S. L)tItt S. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossinan, P.L,,S, Date 6� _V:� Stipulations: T — 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. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. K0 klt,2 kUt /\J U j 13MIUM19INUMN owl MIMI Address: VIA Zoning Lot Size: 0 sq. ft. (h*� r L& Lot Width: L -3- — Property in the flood plain? _&10- If yes, add surveying condition FLD Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: --- ZS % —31 Y U J sq. ft. Existing Ii rovement Proposed Improvements: House: sq. ft. House/addition: sq. ft. Shed: —. sq, ft. Shed: — Garage: sq. ft Detached garage: sq ft. Detached sq. ft, Other: sq. ft. Other: sq. ft. Total Existing sq. ft V Total Proposed sq. ft Lot Coverage % Lot Coverage % City of W h6at "i LIC WORKS City of Whea Ridge Municipal Building 7500 W. 20 Ave, Wheat Ridge. CO 80033 -8001 P: 303,235.2861 F: 301235.2857 DATED: ADDRESS: 2 / V � —� Rev 2108 - � 4' W, City of . COMMUNrry DEvELoPMENT City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235,2 846 F: 301235.2857 RE: Building permit for 3210 Iris Court Dear Mr. Ficco: Wbile the deck is not exempted from lot coverage calculations, it may be eligible for certain setback reductions. If the deck is open on at least two sides, it may encroach into the side and rear setback up to 5 feet. This may help to accommodate the front setback (see comment 1). 3. Please identify on the site plan where the driveway is proposed to be located. The maximum width of a residential curb cut is 24 feet. The curb cut should be located on Iris Court and must be located at least 25 feet from the intersection. Please also indicate the surface material; at a minimum, the first 25 feet of the driveway into the site shall be paved with concrete, asphalt, brick pavers, or other similar material. 4. Proposed landscaping is not included in the plan set. Please note that I will be including the following conditions on the permit- n heat ridge,mu s Sincere,ly, fom� k s T RA Y L w W L SHOWER HEAD URI a Ft V1 u NAL, Wall TANK CLOTHES WASHER I 8 * Y w t I x CLOTH WASHER 81b Flushomoter TANK HOSE ' n ' �� 4u t Y tIM�IAIA#III �:+ ' a •`� ttr r w. I .. v +.. w: w w s r • •. ti T otal � � I In• T ert 0 0 09 IPCL W WATER W WASTE BATHTUB If�SH1 w w �' MIM DRINKING K4 FOUNT !i m 320AMP-4 TERMINAL—RINGLESS—METER MAIN WITH SIDE WIREWAY MMILBANK7 5059 __L_ L31 4,, 4031 ' JC _j 320 AMP METER MAIN 1 1TITA BREAKERS–SIDE OH/UGU5QL9-X-5T9-K3L UG U4031-0-21200* MF — ------ 60 - NNECTORS CU/AL LEVER BYPASS: Lever supplies clamping action and operates bypass device. CONNECTORS U4031 socket is supplied with 3/8" - 16 hex head nuts with Belleville washers. For connector lug kits, order as extra from chart on accessory page, Lug kit required for line side only, *BREAKERS: Supplied with (2) bolt-in Milbank UQFBH-200 breakers. Rated at 22K AIC. I Li 42 uz P a- El l -� UtA, - -2 S Tz— a z� 8 z, d �.• , lu R � ax t, 10t 4 �`� " "yap • dzi � ..... z� 8 z, d lu R 10t 4 } ^Y # FAA IX -A , v � / IN *-�{ a ' y ppgy Nqa iirr. •� Weather. Denver Stapleton Intl AP, CO, US Winter Design Conditions Outside db 0 OF Inside db 70 OF Design TD 70 "F Structure 47795 Btuh Ducts 8872 Btuh Central vent (185 cfm) 11756 Btuh Humidification 2958 Btuh Piping 0 Btuh Equipment load 71382 Btuh Infiltration Method Construction quality Fireplaces Area (W) Volume (W) Air changes/hour Equiv. AVF (cfm) Heating Equipment Summary Make n1a Trade n/a Model n/a AHRI ref n1a Simplified 0 Tight 0 1 (Tight} Heating Coolin 5906 59 39742 39742 0,13 0,07 86 46 Heating Equipment Summary Make n1a Trade n/a Model n/a AHRI ref n1a Outside db n/a 0 Btuh 0 `F 0 cfm 0 cfm/Btuh 0 in H2O n/a 50 Outside db 91 'F Inside db 75 OF Design TD 16 "F Daily range H Btuh Relative humidity 50 % Moisture difference -34 gr/lb HMEMEG�Wl Structure 25451 Btuh Ducts 6660 Btuh Central vent (185 cfm) 2653 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.96 Equipment sensible load 33305 Btuh Latent Cooling Equipment Load Sizing Structure 117 Btuh Ducts -97 Btuh Central vent (185 cfm) -3533 Btuh Equipment latent load 19 Btuh Equipment total load 33324 Btuh Req. total capacity at 0.70 SHR 4.0 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Blob Total cooling 0 Btuh Actual air flow 0 cfrn Air flow factor 0 cfm/Btuh Static pressure 0 in H20 Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2013-00-03 18 23 27 + wrightSOft Riqht Untvcf��M 2013 1," 0 06 RSU18198 Page I Ins ClWk High - 3210 Ins C rup Caic - MAR Ffow, Doo faces W Weather. Denver Stapleton Intl AP, CO, US Winter resign Conditions Outside db 0 OF Inside db 70 OF Design TD 70 °F Heating Summary Outside • Inside db Design Daily range Relative humidity Moisture difference 91 'F 75 'F 1 'F H 0 50 % -34 gr /lb Structure 26049 Btuh Structure 33615 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (76 cfm) 4792 Btuh Central Vent (76 cfm) 1082 Btuh Humidification 5658 Btuh Blower 0 Btuh Piping 0 Btu AHRI ref 3570167 Equipment load 36499 Btuh Use manufacturer's data n 47520 Btuh ; Sensible cooling 35235 Rate /swing multiplier 0.96 44352 Infilt ration Latent cooling 2685 Equipment sensible load 33504 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality 1000 Tight Actual air flow 3000 cfm Fireplaces 0.0:38 1 (Fight) Structure -435 Btuh Static pressure 1.00 in H2O Ducts 0 Btuh Space thermostat Heating Cooling Central vent (76 cfm) -1440 Btu Area (11 3365 3365 Equipment latent load 0 Btu Volume (fla) 16872 16872 Air changes /hour 0.35 0.08 Equipment total load 13504 Btu Equiv. AVF (cfm) 42 23 Reg, total capacity at 0.85 SHR 13 ton Heating Equipment Summary Cooling Equipment Surnmaig Make Carrier Make Carrier Trade Comfort 92 Series Trade Comfort 13 Series Model 59SC2B060S17 -16 Cond 24ABB318A32 AHRI ref 5581507 Coil CN VP2417A AHRI ref 3570167 Efficiency 92.3 AFLIF Efficiency 11.0 FFR, 13.2 SEER Heating input 47520 Btuh ; Sensible cooling 35235 Btu Heating output 44352 Btuh Latent cooling 2685 Btuh Temperature rise 40 'F Total cooling 17900 Btuh Actual air flow 1000 cfm Actual air flow 3000 cfm Air flow factor 0.0:38 cfm /Btuh Air flow factor 0,077 , cfm /Btuh Static pressure 1.00 in H2O Static pressure 3.00 in H2O Space thermostat Load sensible heat ratio 1,00 Ca app by ACCA to m eet a ll r of Manual J 8th Fd, 20 13-00 .03 18 23 27 A+vv rightsoft F2ghl•Sivts, Universal 2013 13 0.06 RSU18198 Page 2 High 3210 Eris d,tttt3ite High - 3210 Ins C;t rup Caic = MJ8 Front Door faces W Summer Design Conditions For: Rod Siegfried, Mile High Heating & Cooling, Inc, 21747 6952 E. 131st Way, Thornton, CO 80602 Structure Phone: (303) 859-4212 Fax: (303 466-4209 Pmail: Btuh Web: www.MileHighHVAC.com Rod@MileHighHVAC.com 8872 Notes- Ducts 6689 Btuh Weather: Denver Stapleton Intl AP, CO, US 6964 Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 16 OF Daily range H Relative humidity 50 % Moisture difference -34 gr/lb Structure 21747 Btuh Structure 12545 Btuh Ducts 8872 Btuh Ducts 6689 Btuh Central vent (110 cfm) 6964 Btuh Central vent (110 cfm) 1572 Btuh Humidification 7608 Btuh Blower 0 Btuh Piping 0 Btuh AHRI ref 3414656 Equipment load 45191 Btuh Use manufacturer's data n Heating input 69696 Btuh Sensible cooling Rate/swing multiplier 0,96 Heating output Infiltration Btuh Equipment sensible load 19931 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Actual air flow Tight cfm Actual air flow 1200 Fireplaces Air flow factor I (Tight) Structure 552 Btuh cfm/Btuh Static pressure 1,00 Ducts -97 Btuh in H20 Heating Cooling Central vent (110 cfm) -2093 Btuh 2) Area (ft) 2541 2541 Equipment latent load 0 Btuh Volume (ft') 22870 22870 Air changes/hour 0.11 0.06 Equipment total load 19931 Btuh Equiv. AVF (cfm) 44 24 Reg. total capacity at 0.85 SHR ZO ton ME= Make Carrier Make Carrier Trade Comfort 92 Series Trade Comfirt 13 Series Model 59SC213080S17-16 Cond 24ABB33OA31 AHRI ref 5581508 Coil CNPVP4217A AHRI ref 3414656 Efficiency 92,1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 69696 Btuh Sensible cooling 23460 Btuh Heating output 59400 Btuh Latent cooling 4140 Btuh Temperature rise 55 "F Total cooling 27600 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0,039 cfrn/Btuh Air flow factor 0,062 cfm/Btuh Static pressure 1,00 in H20 Static pressure 1.00 in H20 Space thermostat Load sensible heat ratio 1,00 Calculations allproved b)4 ACCA to nieet all rpj. of Mani iAL + wrightsoft Rrcpt t- ur4r Universal 2013 13 0,06 RSU18 198, 2013-00 18 23 27 Page 3 Ae�Ek High\3210 Ins CI\Nfile Hqh - 3 €ris Ct rup Calt: ` W8 Front Door face W 1 12 13 14 tv. tf 17 18 19 Maximum hourly glazing load exceeds average by 17.7%. House has adequate exposure diversity (AED), based on AED li mit of 30%. AEC excursion: 0 Btuh 20 201100-03 18 23,27 wrightSOft Rqh,-Sulet ,' Unwersal 2013 13,0 06 RSU18198 Page 1 AC CK HigIA3210 Iris Ct\NARe High - 3210 Iris Ct rup Cak --, MJB Front Door faces W Phone: (303) 859-4212 Fax (303) 466-4209 Web: www.MileHighHVAC.com Email: Rod@Mi[eHighHVAC.com • ' tc - 0 , " 3 1'-`,,�,,11 V, -M • 1 12 13 14 tv. tf 17 18 19 Maximum hourly glazing load exceeds average by 17.7%. House has adequate exposure diversity (AED), based on AED li mit of 30%. AEC excursion: 0 Btuh 20 201100-03 18 23,27 wrightSOft Rqh,-Sulet ,' Unwersal 2013 13,0 06 RSU18198 Page 1 AC CK HigIA3210 Iris Ct\NARe High - 3210 Iris Ct rup Cak --, MJB Front Door faces W Phone: (303) 859-4212 Fax (303) 466-4209 Web: www.MileHighHVAC.com Email: Rod@Mi[eHighHVAC.com Hourly Glazing Load 2013.0d -03 18 23.3'7 wrightSOft RgIN Univsrsa3 2013 130 06 RSU18198 Page 3 fi# g ,3210 Iris ';t`R M High 3210 (ris Ct.r €rp l k, _, ttJ8 Fran! Door tacos. W Location: Indoor: w Denver Stapleton Intl AP, CO, US Indoor temperature (T) 70 75 Elevation: Latitude. Outdoor: Heating Cooling Moisture difference (gr/lb) 61.4 -34 Dry bulb ( 0 91 Infiltration: Wind speed (mph) 150 T5 Hourly Glazing Load 2013.0d -03 18 23.3'7 wrightSOft RgIN Univsrsa3 2013 130 06 RSU18198 Page 3 fi# g ,3210 Iris ';t`R M High 3210 (ris Ct.r €rp l k, _, ttJ8 Fran! Door tacos. W 11.1, err ., • • N • M, it M N + *. _ 11111 Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. 2013-0ci-03 18 23 27 wrightsoft Rk3ht- Still €e'.' Universal 2613 13 o 06 RSiJ18'198 Page s f iigW210 Iris CMtMHe 4-t4)h - 3210 Iris C oafs Cats �- MJ8 From Door faces W N Hourly Glazing L 11.1, err ., • • N • M, it M N + *. _ 11111 Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. 2013-0ci-03 18 23 27 wrightsoft Rk3ht- Still €e'.' Universal 2613 13 o 06 RSiJ18'198 Page s f iigW210 Iris CMtMHe 4-t4)h - 3210 Iris C oafs Cats �- MJ8 From Door faces W i 'tit' ti:• Li. iftt - ' iu Y" 1.. ) s .,., x .., `,. 1. t v 11::' r �.5 v. ,1Sd.0i >rt k - 1 sli . CY `..� .F .1 t :. r.$... .. ! t 1xY i..,..i... ...3 3� i ,lm 1. .�ix�..vxY ,,... t U,.. 1 .` \ , t :,,. .. k` t 1 S ...., n 3, .. 11 `� S .n', L tx x „e"tt � . t a 1. �. To-, 1 ,`ti r � 1. ,.., i t• 1 =1 '� � , t. � 1., ,. 111 `",'. :i„ F1 . i�2 1 z. ,.,< „.,.. n �, � z`t, .1 � �...,. 1,. ,. � �1G t�.k .`1 x. , . '•••,:.,, t: : ' .,. t.. �.. m�„. Component Btuhlft Btuh % of load Walls 3,9 123465 e M � 74659 20.5 Doors 24.5 1175 3.2 Ceilings 1 .9 0 0.0 : :• " "t i .. 1 Ytt 1# Infiltration 1.3- 2687 7.4 Ducts 0 0 Piping 0 0 Humidification 5558 11 .x t`fi 11 t i" t 1 4792 Adjustments 0 To tal 36 399 # i 'tit' ti:• Li. iftt - ' iu Y" 1.. ) s .,., x .., `,. 1. t v 11::' r �.5 v. ,1Sd.0i >rt k - 1 sli . CY `..� .F .1 t :. r.$... .. ! t 1xY i..,..i... ...3 3� i ,lm 1. .�ix�..vxY ,,... t U,.. 1 .` \ , t :,,. .. k` t 1 S ...., n 3, .. 11 `� S .n', L tx x „e"tt � . t a 1. �. To-, 1 ,`ti r � 1. ,.., i t• 1 =1 '� � , t. � 1., ,. 111 `",'. :i„ F1 . i�2 1 z. ,.,< „.,.. n �, � z`t, .1 � �...,. 1,. ,. � �1G t�.k .`1 x. , . '•••,:.,, t: : ' .,. t.. �.. m�„. Component Btuhlft Btuh % of load Walls 3,9 123465 33.8 Glazing 18.9 74659 20.5 Doors 24.5 1175 3.2 Ceilings 1 .9 0 0.0 Floors 1,4: 2371 6,5 Infiltration 1.3- 2687 7.4 Ducts 0 0 Piping 0 0 Humidification 5558 15.5 Ventilation 4792 13:1 Adjustments 0 To tal 36 399 100.0 i 'tit' ti:• Li. iftt - ' iu Y" 1.. ) s .,., x .., `,. 1. t v 11::' r �.5 v. ,1Sd.0i >rt k - 1 sli . CY `..� .F .1 t :. r.$... .. ! t 1xY i..,..i... ...3 3� i ,lm 1. .�ix�..vxY ,,... t U,.. 1 .` \ , t :,,. .. k` t 1 S ...., n 3, .. 11 `� S .n', L tx x „e"tt � . t a 1. �. To-, 1 ,`ti r � 1. ,.., i t• 1 =1 '� � , t. � 1., ,. 111 `",'. :i„ F1 . i�2 1 z. ,.,< „.,.. n �, � z`t, .1 � �...,. 1,. ,. � �1G t�.k .`1 x. , . '•••,:.,, t: : ' .,. t.. �.. m�„. Component Btuhlft Btuh % of load Walls O. 6 1736 12,3 Glazing 23.7 9355 66.4 Boors 8.3 396 2.8 Ceilings 1.3 0 0.0 Floors 0 0 0 Infiltration 0.2 327 2. Ducts 0 0 Ventilation 1082 7.7 Internal gains 1200 8.5 Blower 0 0 Adjustments 0 Total 1 dA9 100.0 Latent Cooling Load = 0 B inh Data entries checked. 2€ 12 00 -Cr318,23 27 wrightSOft Rrghl UrriversM 2013 i3.0 06 RSU18198 Page 2 Hgh13210 ins Ct High m 3210 iris C, up Cale , MJ3 F rorrt Door faces : W For: Rod Siegfried, Mile High Heating & Cooling, Inc. 6 952 E. 131st h • i CO `0 r i «, 0 • 466 vuet): www Location: Btuhtft' Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US 7794 Indoor temperature ( + yr. yr - 19.4 Design TD ( °F) 70 16 Latitude: 40'N Ceilings Relative humidity 50 For: Rod Siegfried, Mile High Heating & Cooling, Inc. 6 952 E. 131st h • i CO `0 r i «, 0 • 466 vuet): www Location: Btuhtft' Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US 7794 Indoor temperature ( 70 75 Elevation: 5285 ft 19.4 Design TD ( °F) 70 16 Latitude: 40'N Ceilings Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (grub) 61.4 -34,0 Dry bulb ('F) 0 91 Infiltration Ducts Daily range (*F) - 27 ( H ) Method Simplified 0 Wet bulb ("F) - 60 Construction quality Tight 16.3 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Adjustments t t, t xt tv y e� liv ,fi tD 1ttllwtt t :,� a t ". tilt t tt d t t i y'„ <s., t i 1 1 .,i t s D "t t l t t ,:� 1 a 1 l,i fi t l;t it Yr Component Btuhtft' Btuh % of load Walls 4.3 7794 17.2 Glazing 18.9 4714 19.4 Doors 0 0 0 Ceilings 1.9 4753 10.5 Floors 2.0 1704 3.8 Infiltration 1.3 2771 6A Ducts 8872 19.6 Piping 0 0 Humidification 7608 16.3 Ventilation 6964 15.4 Adjustments 0 Tot 45101 100.0 - a`h `�,� t `'.1 t i.ht € �•, rt,t u •.n `'3d -it e r t� -F t� Y c �ti:': 1 $t WIN a�? 1,1 t ` e . "'' ' ? L 1 t S ,�,,. �h �Y � t,r , t .���� �k�l a•• �,�.et � T�. �� ,:�5�;t � ti s �.� �.d. 21 � � 1 1; ,, b „u� < ,. Sa, �rC.- t Component µµ Btuh/ft? Btuh % of load Walls 11 2071 101.0 (glazing 23,2 5782 27.8 Doors 0 0 0 Ceilings 13 3205 15.4 Floors 0 0 0 Infiltration 0.2 337 1.6 Ducts 6689 32.1 Ventilation 1572 T6 Internal gains 1150 5.5 Blower 0 0 Adjustments 0 Total 2O805 100,0 Data entries checked. 013- Oct -.03 18 23 27 wrightSOft ht ItE,S rie Onives al2013 13 0 06H LJ18198 F,rrar 3 = a Hiag!'r`a;F210 Iris rr.t:RWe. Hvgh -:3210 Iris CI rup Cal _ kNL38 FfoM Door dace W For: UTAIMMIMM 10 320 0 16 60 50 61 A -34.0 Simplified Tight 1 (Tight) fiU.<s; ..i n Walls 15613 -O c -8: Bg wall heavy damp said, 2 'x4" wood int frrn, concrete wall, r -13 cav ins, 8" thk, 112" gypsurn board int fnsh n 320 0.449 13.0 143 1098 0.02 6 ne 25 0.049 13.0 3.77 96 0,08 0.270 e 454 0.049 110 3.53 1601 0.02 11 S 378 0.049 110 3.77 1426 0.08 30 w 512 0,049 13.0 337 1929 0.08 41 all 1688 0.049 13.0 3.64 6150 0.05 90 n 809 0:061 21.0 4.28 3463 114 920 e 25 0.061 21.0 4.28 109 1.14 29 e 803 0.061 21.0 428 3438 1.14 913 S 809 0.061 21.0 4.28 3463 1.14 920 w 822 0.061 21.0 4.28 3 517 114 935 all 3268 0:061 21.0 4.28 13990 114 ' 3717 Partition (none) •r n 40 0170 0 18.9 756 9.30 372 n 85 0.270 0 18,9 1607 9.30 790 e 40 0.270 0 18.9 756 28.8 1152 e 171 0170 0 18.9 3222 28.8 4912 s 79 0170 0 18.9 1494 14.9 1176 148 0.270 0 18.9 2797 28.8 4264 all 563 0270 0 18.9 10633 22.5 12666 e 42 0.270 0 18.9 794 28.8 1210 w 40 0.270 0 18.9 756 28.8 1152 Mahone: (303) 869-4212 Fax: (303) 466 -4208 Web- www.MileHighHVAC.com Email: Rod@MileHighHVAC.com 201 3-0(-.t 18 :23 27 wrightSOft Right-Suitel Universal 2013 13 0 06 RSU 18198 Pa, 4 x High \3210 iris C; Oatk High - 3210 Iris Cl rup Calc = MJ8 Front ilcrtat feet` ^: 'Al For Rod Siegfried, Mile High Heating & Cooling, Inc. 0,049 110 3,43 6952 E. 131st Way, Thornton, CO 80602 OM 6 ne Phone. (303) 859-4212 Fax (303) 466-4209 O 049 13,0 3,77 Web wwwMi[eHighHVAC.com Emaik Rod@MileHighHVAC.com 0,08 2 e 454 0.049 13,0 Location: Indoor: Healting Cooling Denver Stapleton Intl AP, CO, US Indoor temperature ff) 70 75 Elevation: 5285 If Design TD ('F) 70 16 Latitude 40'N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 61A -34O Dry bulb (*F) 0 91 Infiltration: 0,049 110 Daily range (*F) - 27 ( H Method Simplified 90 Wet bulb (*F) 60 Construction quality Tight 21,0 Wind speed (mph) 15O 7.5 Fireplaces 1 (Tight) 361 0 Walls 15813-0wc-8: Bg wall, heavy damp soil, 2"A' wood int frm, concrete wall, r-13 cav ins, 8" this, 1/2" gypsum board int Irish STD - Frame - R-21 - Stucco: Wood Framed Wall, Stucco Exterior. 112" Sheathing, R-21 Cavity lnsulation, 112" Gypsum Board n 320 0,049 110 3,43 1098 OM 6 ne 25 O 049 13,0 3,77 96 0,08 2 e 454 0.049 13,0 153 1601 0,02 11 S 378 0.049 13.0 3,77 1426 0.08 30 W 512 17,049 110 3,77 1929 0,08 41 M 1688 0,049 110 3,64 6150 0,05 90 n 317 0.061 21,0 418 1357 1,14 361 ne 25 0.061 21 .0 428 109 1A4 29 e 334 0,061 21,0 4,28 1431 1A4 380 S 375 0M1 21 .0 428 1605 1,14 427 W 396 0M1 21,0 4,28 1693 1,14 450 all 1447 0,061 21.0 4.28 6196 1A4 1646 go Windows U-27 SHGC-26: U-27 SHGC-26 - Windows; NFRC rated (SHGC=0,26) U-27 SHGC-26 SLG' U-27 SHGC-26 - SLG Door: NFRC rated (��f GD: U-27 SHGC-26 - Glass Door: NFRC rated (SHGC=0,26) Doors n 40 0.270 0 18,9 756 9,30 372 n 64 0,270 0 18,9 1210 9,30 595 e 40 0,270 0 18,9 756 28.8 1152 e 117 0,270 0 18,9 2214 28,8 3375 W 52 0.270 0 18.9 983 28,8 1498 all 313 0.270 0 18.9 5919 22.3 6993 a 42 0.270 0 18,9 794 28.8 1210 W 40 0,270 0 18,9 756 28.8 1152 s 24 0.350 0 24,5 588 8,26 198 W 24 0.350 0 24.5 588 8.26 198 all 48 0,350 0 24.5 1176 8,26 396 wrightSOft Right-Suite,S' Uruversal 23 13 0 06 RSU18198 2013-Oct-03 18 23 27 Page 3 Hiqh\3210 Ifis COMile High - 32101 dds Ct "jp Calc � MA Frord Door faces W 21393-Oct -103 13 23 27 wrightSOft F ight Universal 20 13 13 U 06 RSU 18198 Page 4 t-Sititik,i2lG lris Ct,Miie liigh 3210 lrrs Ct raip Ca #c MJB t rent Door [aces', W For: Rod Siegfried, Mile High Heating & Cooling, Inc. 6952 E, 131st Way, Thornton, CO 80602 Phone: (303) 859-4212 Fax (303) 466-4209 Web: www.MileHighHVAC.com Email Rod@MileHighHVAC.com . . ....... . . . ""- . ... .. . R 0,061 21,0 428 2106 Location: 560 Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US 2006 Indoor temperature ('F) 70 75 Elevation: 5285 ft 21.0 Design TD (*F) 70 16 Latitude: 40'N W 426 Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr1lb) 61A -34O Dry bulb ('F) 0 91 Infiltration: 1,14 2071 Daily range ('F) - 27 H Method Simplified 5674 Wet bulb Wind speed (mph) 15,0 60 7.5 Construction quality Fireplaces Tight 1 (Tight) 2 11 Walls STD - Frame - R-21 - Stucco; Wood Framed Wall, Stucco Exterior, 112" Sheathing, R-21 Cavity Insulation, 1/2" Gypsum Board n 492 0,061 21,0 428 2106 1.14 560 e 469 0,061 21,0 4,28 2006 1,14 533 S 434 OM1 21.0 4,28 1858 1.14 494 W 426 0,061 21.0 4,28 1824 1.14 485 all 1821 0,061 21.0 4,28 7794 1,14 2071 im Windows U-27 SHGC-26. U-27 SHGC-26 - Windows; NFRC rated (SHGC=0.26) n 21 0.270 0 18,9 397 930 195 e 53 0.270 0 18A 1008 28,8 1536 S 79 0.270 0 18.9 1494 14,9 1176 W 96 0.270 0 18,9 1814 28,8 2766 all 249 0.270 0 18,9 4714 22,7 5674 M Ceilings STD - Attic CLG - R-38: Attic Ceiling, Asphalt Shingles, R-38 Insulation, 1/2" Gypsum Board Floors STD Floor - R-3& Framed Floor Over Outside Air, R-38 Cavity Insulation, Wood Floor 2541 0,027 38.0 1,87 4763 116 3205 853 0M9 38,0 2,00 1704 0 0 + wrightSOft Riqht-SuireF� Unvversal 2013 110 06 RSU18198 2013-00-03 18 23 27 HtqhQ210 Iris CWV1de High - 3210 Iris Ctjop Dais � MJ8 Front Door faces W Pane 5 R ight -J@ W 4 At> ".- E ntire u Authori Air Designs, LLC. Jab: Dater P * 3210 Iris t. Oct 0 ,2013 Jae Calbum Model 6680W- Oath Place, Westminster, CO 80021 -6422 Phow (720) 354 -8105 Emait: Joe@AuthorityAkcom Web www.AuthorityAtr:com Calculations ae2roved by ACCA to mot all req uirements of Manual J 8th Ed. cs"ght'%<a 4 . Per ;irt- Sza+Zt' Universal 2t➢S 1 C,} {)f; t trtf trtt 2013 Oct -03 50 2� 27 a.Y E<,hn't ?xft lrax.� t a hS,Pr3 6- tau�4x 2>bt3 te.t d`r rien C,o {r .�^. P,3 ifF r�rru�tr S�r,r,. s,�,<.,e� 1A' " .w R ight-JO W H Entire Authority A ir D Job: 3290 ins Gt. Rate: Oct 03, 2013 Jere Colbur R Model #+3 5680 W. 951h Place, Westminster, CO 80021-6422 Phone: (720) 354 -8105 Email: Joe@AuthorsiyAircom Web. www,AuthorityAir.com 6 11 Room name $ Upper Zone � I 2 Exposed wall 229 f6 3 Ream height 9:0 ft 4 Room dimensions 5 Room area 2541. t ft* Ty Construction U-value Or 43TM Area (ft) Load Area Load number (Bt ff - -) (Bt f €a) or perimeter (ft) (Btutr) or perimeter Meat cool Gross N /P/ z Heat cool Grass N /P /S Neat Coot 6 W 15031 0093 as 3.43 0.02 0 0 0 0 U -27 SHGC - 26 0.270 n 18.2 9.30 0 0 0 0 STOP - Frame - R -21 - 0.061 n 4:28 1.14 513 4921 21006 S Ft 1 3.7 77 7 39 190 C 11 w 158 1 c 0.093 ne 0.081 0f 0 ; 1 STD - Frame - 21 0 JW t—G I � 0 14 0 U-227 HG - 6 0;270 e f8.90 28,81 0 0 0 21 ` U- 7 ShiGC 26R 1 0.270 e � 1 4,28 1 8.90 28.811 X531 0 1 � t5331 L---G U-27 1 4: 2 C am STD - 2 f� 5,031 4341 1 494 7 9 1 149 1176 ---C Exterior 0. " s 24.50 8.2 0 0 ; € 01 21 a2 4 7 HGC- 6 R 0 w 18.90 28.8811 0 1814 276x60 �--GjU-27SHGC-26GD 1 O2701 w 18 281�2�fl' 01 O 1 2 "1 0 0 C'. S T D Alta C.rL.G ^^ R° f {,t,2 i . T 1.`G }f 2:Y''� :25401 4.763 :. 3 F 21A-321 0-0201 1 1401 0,001 0 0 0 1 01 F tt - R -38 0 0 W 2'10 001 1 0 t ( 1 6 c)AEDexcursion 108 Envelope loss /gain 18975 11058 12 a) Infiltration 2771 337' b) R oom ventilation f} (2 13 lntema! g ains: Occupants ((:,D 230 5 t15t I Appliances/corer 0 Subtotal (lines 6 to 13) 21747 12°545 Less external load 0 0 Less transfer 0 1 14 Subto €a brrfan 21747 1254( 15 Duct loads 41% 53% 8872 6689' Total room load 3619' ::;I 23;3 Air requaired (c.:fm) I21(k 2W Calculations reeved to meet a ll req uirements of Manuel J 8th Ed. rie„ 1 tso 2013 -00 -0 3 13 23,27 Rght -Swlei Un6v� real 2013 13 0 06 RSU1 198 a. N S:'tkas'd ?8�S Sew f ti Yt& N6reh .'diu n drec: Ci r. ary t°.a9r :: Rh .24§ £"rant ltA nr 4.ze ear. k=id Right-J@ Worksheet Job: 3210 Iris Ct. M ain Zone Mate: Oct 03, 201 4 Joe Golbum Authority Air Designs, L C. a Model a 6680 tit 95th Place, We trninster, CO 80021 - 6422 Ptsone: (720) 354 - 8105 Frnail: Joe( Authoru Aircom Nett: www.AathoritvAircom 1 Room name tan Stairs tan Basement 2 E 14.7 f& 3 U-27 S H 26R 72.4 ft 18.901 3 R freight 0 01 9,0 ft t atic l g.0 ft heaticool J 4 Room dimensions 0� 19.7 x 12.1 ft 2 1.0 x 559,2 ft 5 Room area 23T6 11 159.2 W 1 Ty Construction U- valise Or HT1v1 Area (it Load Area (ft') Load 1 16 number 1 3 (Btu1v` v) S Frame - R-2 or perimeter (ft) 4,28 (Btuh) or perimeter (ft) (Btuh) 0 0 0 Heat Cool Gross NAPIS Heat cool Gross N/PJS Beat Coot 6 W 1 1 -8 0: n 3.43 0,0 33 3 1,24 3 18 t---D 18 68 s 1' 8.26 -27 HG -26 0.270 n 18,90 0 9301 0 0 0 0 4 011 0 0 9 STD - Frame - R - 21 - 0.061 n 4.28 1.94 0 0 1 0 1 0 0 0 0 y1 0 H n (( 1 3.7 77 7 9,301 01 0 0 01 01 1 1 tr 1,%13 e -826 0,0931 1 0 0.081 0 0 0 0 0 0 0€ 0 0 0 STD R21 - 0,061 ne 4,281 1.14 0 0 0 0 0 0 0 0 U 1B 1 c t3 2450 C tP 27 SFfCx 2& 0 270 e 1890 2881 O 0 0 0 20 0 0 378 576 U 21 3 U-27 S H 26R 0.2 e 18.901 28.8 0 01 0 0 0� 0 0� 0� 1 8:90 2 1 165 1 16 62 1 3 1i S Frame - R-2 0.0611 s 4,28 .14 0 0 0 0 0 01 0 t---D Fxtenor Door 0. s 24.5 8.26 Ot 0 0 0 l 0l 0 0 011 37 0 1 1 1 0 y1 U 7 SHG 26 V 0.2 w 18.90 28.8 0 0 0 0 0 0 2 1,26 U 2450 C STD Aft CLC3 R- 0.027 � 1.87 0 0 0 0: 0 0 0 0 230 X 01 55 0 78 01 F ! STD Fl - R -38 0,0291 ° '1 2.001 O.00 0 0 0 1 a Oil a°i h .. 2013 - Oct -0;3 18 23 27 Right- SxxR Universal 201;3 1;3 0 06 RSI 18198 tau e 4 " t rgh 3210 Iris Uk rle High . 3210 Brss Ct rup Caic = X J8 Frwit Door faces &u' 3' Calculations reeved U ACCA to meet all requirements of Manuai ,J 8th Ed, E D 4k' 2013- 0 -03 18: 27 Ftq k ` Unsv rsal 2€43 13 0,061 Fr'SUIBM Page a ;i� r i,tAd,, W re r— r i, :; rn har P ra.—r r-- �o-a Right-J@ Worksheet Job; 3210Iris C t, M ain Zone m ate. Oct 03, 2013 s : Joe Golbum Authority Air Designs, L.L.G. P�t�an: Model #9 6680 Vy 95th Ptace, Westminster, CO 80021 -6422 Phone: (720) 354 -8105 Emait. Joe@AuthodtyAir.com AuthodtyAir.com Web; www.AuthorityAir.com 1 R name pining Kitchen 2 Exposed waafl 1 28.3 it [ 14.3 ft 31 Rotann height 9.0 ft heat/cool 1 9,0 It heat/cool 1 4 Room dimensions 15.8 x 12.6; ft 1,0 x 228,3 it 5 Room area 198, ft' 2283 ft' Ty Construction U -value Or HTM Area (W) Load Area (ft') L oad num ber (Btuhtft' -`F) ( tubde) or perimeter (ft} (Btuh) or peri meter (ft) (Btuh) Heat Cool gross N/PtS Heat cod Gross NIP /S Heat Gaol 6 w 1' 13 -8 0.093 n 143 O.02 0 0 0 0 0 0 0 O U-27 sHGC -26 OV0 n 8,90 9.30 0 0 O 0 0 0 0 0 STD - Frame - R -21 - 0,061 n 4.28 114 142 110 470 125 0 0 0 0 (i 1 3.77 3 0 1 x' 01 01 01 01 11 w 151313 )wc-8 93 ne 0.081 0 0 ' 0 0 0 0 29 2 1 2 0 02 O.{} 0 0 0 7 S# I 26R 0,270 e e ' 18..63 90 2881 0 0 0 0 -21 1 131 8 1 348 921 104 93 ! 01-27 SHGC- 26 0.2 e 1 4,28 1 $.90 28,8 321 6051 922 0 1981 30 1 4.28 2 &0181 1 0 0 STD E a E7GR 1 O.0 a9 s 11,14 0 0 0 0� Ci 071 0 kJ -27 H C -26 01 01 0 01 Exterior Door 0.3 s 1 2.50 6 8.2Er O Q 0 0 0 0 O 21 ---°C l! 27 S�� C -26R 0.270 w 18.9P 28 0 0 0 0 0 01 0 0 2 1:26 0 1 0 1 p Exterior Door 0,027 w , 24,50 0 01 0 CC STNS R. #7!027III .87 0 01 0 0 0 0 0 O� F 2'A -32 0.0201 - ( 1.40 O'ool O1 0 01 01 01 0 01 01 F Fiber - R_3g 0,029 1 2,001 0,00 0 0 0 O 0 0 0 0 C alculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 2013 -00 -03 1f 23 d'7 e t R lit ' Right -SWPO Universa€ 2033 13,0 06 RSU 08 98 P age 6 High43210 Iris CW0,nie High- 3210 Iris Ct rup Calc , 2 SPJJ8 Front Dooriaees y` Calculations apEroved by ACCRA to meet all requirements of Manual J 8th Ed. r igh <Ft:'t3-0.t -03 tF 4.27 F�qN S zttC > Universal 2013 130,06 RSU 18198 Page 1 •* `$'°, ek:,•, + °a:+an t,» r «amn ,, u.a,.t. =a^artta ,..< rt . —, r,tr am tsa c,—, c—.. , ant Right-JO Worksheet Job: 3210 Iris Ct. Main Zone Date: Oct 03,2013 Br * n: Joe Colbum Authority Air Designs, L.L.C. p �Model #9 6680 W- 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe(d)Aulhoritwkir cam Wt4h- www AighnritvAir— F - T - 1 Room name 0,11 e 1 4,281 1,141 0 Mud I Powder 2 Exposed wail 0 01 5.3 ft v 01 5,3 ft �—G 31 4 Room height Room dimensions 0.2 e 1 1&901 9.0 If heat/cool 1 9,0 ft heaVccd 5 Room area 0 5.3 417 It' x 8.3 It U 55.1 ft. X 103 ft Ty Construction U-value Or HTM Area 0V) Load 01 Area (ft Load 0 1 number (Btuh1fV`-'F) (BjUWft2) or perimeter (ft) " 1 W 11%*10wc-8 or perimeter "' 0, , 1 3 771 0 Heat Cool Gross N/P/S Heat Coo l 0 Gross NIP/S Heat cool 0 W 15S1 -€3 n 3.43 0,02 1,141 0 4 7 - .0.0 202 0 0 0 48 U -27S HGC-2 6 0270 n 18.90 9,30 1 0 00 TOO 0, 0') 0 0 0 ( 1 W STE) - Frame - R-21 - 0,061 n 4,28 114 0 0 01 0 0 0 0 0 L—D 0 0 0 s 1 24� W SHGC-26 0,2701 n 13,77 9301 01 0 01 01 01 01 01 0 0 11 W 15 B 1 30 1vc-8 1 1931 W ne 0 093 O,8.90 W 1 0 0 8 1 0 0 0 0 0 0 01 0 W STD - Frame - R-21 - O06 - 42 1 41 01 W I 11 0 01 0 4�2 01 0 I 0 15813 -E 11.093 1 e 1 3 1 :53 1 0 .0 2 0 0 0 0 0 0 0 01 0 01 0 0,270 w U-27 SHGO-26 0,270 a 1 8 28.81 0 A A A ^I 0 0 W I STD - Fame - R-21 - I 0,11 e 1 4,281 1,141 0 0 0 0 01 v 0 v 01 0 01 �—G U-27 S HGC 0.2 e 1 1&901 2&811 0 1 0 0 01 0 0 0 0 L--G U-27 SHGC-26 SLG e 1 4,28 8 2&0881 01 0 1 0 1 0 1 0 1 0 1 " 1 W 11%*10wc-8 0, , 1 3 771 0 0 0 0 0 0 0 0 STD - Frame - R-21 - 0.0611 s 1,141 4 4 7 202 54 48 2 4 1 0 3 2 7 SHGC- 26 O2701 s 1 0, 0') ( 1 0 1 0 01 L—D Exterior Door 0,3501 s 1 24� W E 826 0 01 0 0 01 0 4 2 24 01 1 95 W 1 3-Owc-8 0 093 w 3787 0 8 1 0 0 1 0 1 0 1 W I 1158 STD - Frame - R-2 1 " 1 0:06 11 w 4�2 1:1 0 I 0 0 ) 1 0 01 11 01 01 0 0 �--G U-27 SHGC-26 0,270 w 8,90 28.81 0 0 0 0 0 0 0 U-27 SD HGC-26 G 1271 - 1 2 ()1 0 )1 " 1 0 " 1 0 L—D Exterior Door 1 . 3 0 50 1 W 2 01 0 0 1 0 0 0 0 0 0 1 0 0 1 C STD - Attic CLG - R U27 - 1,87 1�26 0 0 0 0 0 0 0 0 1 F 1 12 A-32t O020 1,40 0.001 01 0 'j i 01 01 0 0 01 0 F STO Ftoox - R-38 0.029 1 2,00 0.00 1 of 0 0 0 0 fat 0 0 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvii-ightsaft Rqht-Suite Universal 2013 9;3 0 06 RSU18198 2013-00-03 18 23 27 105N Highk3210 Iris Cl"Able High - 3210 Iris Ct rup CaIc Front Door taces W Page 8 Rig ht - J@ orksheet < ftA;11�' M ain Zone Authority Air Designs, LLC. Job.- [fate. t� t� yy n: 3234 iris C t. Oct 03, 013 Model Cotburrs clet #9 6680 W. 95th Place, Westminster, CO 80021 -6422 Phone; (720) 354 -810 Email; me@AuthodtyAir.com Web: a vww,AuthorstyAarcom C alculations approved by AC CA to meet all re2uirements of Manual J 8th Ed, t"$ htso 20'13 00-03 23 27 i2ght - torte Un 2013 13 0,06 RSU $51 +its Page 9 - E. in i <, r, r: , r° k ,, fit 1A i=-1 r4"" f'—, 111 Right-JO Qrksheet upper Gone Authority Air Designs, LLC. Job„ Date: 13y. Man; 3216 Iris Ct. Oct 63, 2613 Joe Colburn Model #9 " 6688 W. t#5th Place, Westminster, 0080021 -6422 Phone: (720) 354-8105 Emait:Joe@AuthorRyAircomWeb:www.AtdtiodtyAir.com Calculations artoroved by AC CA to rneet all reauirernents of Manual J 8th Ed 4 +1 4- wrights<At 2013.0ct 03 18 23 27 Right ar Sa: Unwersst 2013 13 0.00 RSU 8198 Page 10 " High\ 3210 Iris Ct'Wile High -;1210 iris Ct reap Cola - NUB Front Door faces W Calculations ap roved y #CC4 % meet requirements 6 yanualJ Rho . \ .. . . . . \ . . .. . . . 2013-Oct-0318 \ \ / \ \ \\ \aa \ ® mm »s mas;q,v9 ,x . w w o Right-J@ Worksheet Job: 3210 Iris Ct, Upper Zone a Crate: Oct 03, 2013 Joe Calbttrrt Authority Air Designs, LL C. PR art. ���e� �s 61 c)AE excursion -'14 -74 4 Envelope tossigain 4 114 921 1O05 12 5A a) Infiltration 120 15 149 18 H b) Room ventilation 13 internal gains: Occupants @ 230 4 0 t 234 j 1 Appliancesrother l l l # of 1 i E nI to j aJz owu ceI7dw J47V(4„' iAoinorny#mrcorn vveo7 www.AuinorttyAlr.0 M 1 Room name u, &tvj sti I WIC 3 Bedroom 3 2 Exposed tt 12£53 4t� 10 4 ft 92,3 ft 3 Room height 0 5 7� 134 . 808 01 9.0 ft hest/cod 9. .0 it hieaticoot 4 Room dimensions {,fl 4.5 x 5.5 it 93.3 x 12.3 ft 5 Room area Ct,fl61 n 24.13 11 170.6 ft Ty Construction 4°6 U -value Or HTM Area (11 Load Area (w) Load 0 runber (BtuhtfV - °F) (Btuhlft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 1 8.90 1 Heat C Gross NJP�P eat Gross NIPIS Heat 6 W 15B 1 -8 6 w t} fIM n rs t7 rs 0.001 n n> n n 0 61 c)AE excursion -'14 -74 4 Envelope tossigain 4 114 921 1O05 12 5A a) Infiltration 120 15 149 18 H b) Room ventilation 13 internal gains: Occupants @ 230 4 0 t 234 j 1 Appliancesrother l l l # of 1 i E nI t}1 ^:c.x ,aee+.aw °ccr STD Frame R u, &tvj sti I R,s.tJSJ t&d 1 Ll� 12£53 4t� Less sterner k Less transfer Redisfributac Se rk?tota6 Duct toads t?( 41% U1 0 5 7� 134 . 808 01 41% {l 5 % (}j {,fl Total room: load Aa require (c - -26 - Ct,fl61 n 4.28 1,14 41 1923 75 4°6 1922 1201 973( 46 0 0 0 0 ( 1 8.90 1 1? 6 w 15B9 .avc -8 Of 3i ne 0.00 0.001 01 0 0 0 01 0 0 0 W STD - Fr e- R -21 - 0,461 ne 0.00 0,OO 0 0 0� 0 0 0 0 0 15$13 - E 0,493 e 0.00 0100 0 0 0 0 0 0 0 0 U-27 SHGC -26 0.274 e 0,00 O,OD 0 4 4 0 0 4 4 Q W 29 - � W 2 1 210 41 X 01 361 U-2 SHGC -26R p 22770 a � i8,90 26.81 0 0 0 1 271 5041 7681 U -27 SHGC °26 SLG 0.2701 e 0.00 Q.CIQ 4 0( 0 0 0 0 4 0 4.114` 4.Ql3 0[ w 57D -Fra e R -1- O.C9 s 0 1 t 0 0 f 0 7 SH Door 26 1 1 0.00, 1 0.00 •D Ext erior 0.3501 s 0 0 0 0 00 4 01 0 0 w J TD Fran e• Ru29 w 1 4 .28 4 0 1 01 0 h 11 a -27 HGC -26 0 1 8.90 28.81 0 0 0 0 0 0 0 0 L—D Exterior 4.350 my 000 4.00 0 0 1 C STD Attic CL - R- 4.427 '6.87JJJJJJ 1,2,6 25S((( 25 46 6 31 : 17' 1711 320(11 2151 IF 121A-2t � 01 F STD -fit -38 0.0291 2. 0.00 11 111 22 01 i 96 16 32 0 61 c)AE excursion -'14 -74 4 Envelope tossigain 4 114 921 1O05 12 5A a) Infiltration 120 15 149 18 H b) Room ventilation 13 internal gains: Occupants @ 230 4 0 t 234 j 1 Appliancesrother l l l # of 1 i E nI Calculations aU2roved by ACCA to meet all req uirements of manual J 8th Ed, r i1rt!�of 2013.00- x131€ 2127 ;�•,� (ate ;k:C- Scaaie� tirriv�e�,a3 2093 1:3.1).46 R3tJt819S Hiqh1;3210 Ins i:ilN4ile M{i9ti 3210 Iris Ct raifa .Cale. -- ItYJB Front Dttrir fares: GV Page 1 2 Subtotal (lines 6 to 13) 1 5741 129 13656 12£53 14 15 Less sterner k Less transfer Redisfributac Se rk?tota6 Duct toads 41% 53% 0 5 7� 134 . 808 0 Iii 69 41% 5 % 0 tt 9313" 5 zG U 0 f 1253 668 Total room: load Aa require (c 32 198 12 1923 75 1922 1201 Calculations aU2roved by ACCA to meet all req uirements of manual J 8th Ed, r i1rt!�of 2013.00- x131€ 2127 ;�•,� (ate ;k:C- Scaaie� tirriv�e�,a3 2093 1:3.1).46 R3tJt819S Hiqh1;3210 Ins i:ilN4ile M{i9ti 3210 Iris Ct raifa .Cale. -- ItYJB Front Dttrir fares: GV Page 1 2 R i g ht-J@ W r U p perZone 4 it� D ate: 0 ', Open to Family y� Authoritv A ir f e fvt Suite M od el 6680 W, 95th Pfau, Westminster, CO 80021 -6422 Phone: (720) 354 -8105 Erhart: Joea@AuthorityAircorn Webs www.AuthorityAircom ! 1 f Room name Open to Family fvt Suite � 2 Exposed wall 40 -8 ft 15.6 ft 3 Room height 9.0 ft heat/coot 9:0 it heat/coot 4 Room dimensions 17.8 x 20.9 ft 1:0 x 319.6 ft 5 Room area 3730 ft' 319.6 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Et ft'- Ej (Stcrmv) or perimeter (ft) (Blob) or perimeter (ft) (Btuh) Heat cool Gross NJP7S Heat Cool Gross N(P/S Heat cool 6 Vt 1 "! c-8 0.(193 n 0.00 0,00 O 0 O 0 0 O 0 O U - 27 SHGC -25 0.270 n 010 0.00 O 0 O O 0 0 0 0, VN STD - Frame - R -21 - 0.061 n 4,28 1.14 18 181 77 20 0 0 0 O I 1 0. 01 0 ( 1 i 1 813-- c-8 0.093 ne OM 0 0 1 O O� ' 0 O� 0 C R 21 01 01 O.(t93 ). O.t[ 0 0 0 C1 0 C3( 0 tJ 7 aNCaC 0.27 €? e O OM OM OM O O O O 0 00 O 0 C R 21 { 18 1 846 2t 1 01 1 4 1 U-27 7 SHGC -2 ' 0. e t 18 901 28:811 0 0 0 0 0 {7l S Frame 0 1 i & CflO 0. ? STD R 2 ).t s 1.14 3fi1 16 687 1$ 1310 661 2841 7Fi 7 1 0.O11 1 ),10 121 & D Exterior praor 0,3501 s ) 0 0 01 0 0 01 -21 - 611 O �yy ,C ryry t7 -p0(� w 4 0 01 F U-- 77 SHGC "26R V.y w 18.91 2$.8 O� 0� 0 0 O 0 k---GjU-27SHGC-26GD {([ 0 1 1 w ` ) #j ) //t� W STD yJggggg yy��t333 ,�rrqn W?O.V C L4.4? R" O.U£8 :: (..V7 .45: ryy�y a37 ±yy� JiJ :. «/ t't ( ayy� GU" ypy BnU 01 i } # F, STO Ft -:R -38 O,029 - 2,00 O.CM7 ) : O� O� O 304 3(3d 607 ):1 6 e) AED exc ursion -123 -14 Envelope toss /gain 2269 764 2743 1429 12 1 a) fr illration 491 60 188 23 t}) Ron ventilation , a ...�.�......_....�,........_". � of of 01 .._� of 13 1rhtemal gaans: Occupants Vin 230 Q 0 2 4W Appiramestath 0 0 Subtotal (h s 6 to 13) 2760 824 2931 1912 Less external toad t} 0 ) 0 Less transfer 1141 Redistribution 0 0 0 0 Subtotal 7803 824 29301 199 ?) 15 Dust l oads 41% 53% 1126 4393 41% 53% 11% 10,19 Total room loam 3887 1263 4127 2931 Air required (cfrn) 152 79 162 1 83 ' 2013 Oct -03 18 232'7 righ w soft RiWit -Sri tc. l7rawersal 2013 130 05 RSU18198 Pa 14 •���' tirgh3321C1 girds CCV�1Rtt; High • 3210 Iris Cr run Catc ° h1J8 Front Door faces W J CaICUlations a2eroved b ACCA to meet all nuirements of Manual J 8th Ed, vvitrightsoft, 201300-03 18 23 27 Right - Susiv '. llnw rsM 201" 1 4 13.06 RSU 181 8 Page 15 ^° , • ^. d•u t+rkai y, t, tlic (otcA . F4inh ., "r)in i,ic rt — r'� , - r4 ik P—o S"l— f-- YM _ -- - � I € Room name � Laundry Open to Foyer 2 Exposed wall 4 ft [ 17,0 ft 3 ( Room height 9.O ft hea ticool I 9,0 ft heattcW 4 Room dimensions 1,0 x 78.7 it 1:0 x 307.9 ft 5 Room area 78.7 ft' 3017:8 W Ty Construction U- vairre Or HTM Area (fill Load area (w) Load number (Btu# fVVF) (Btuhtft ?) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Meat C: W Grass N/PIS heat Cool Gross N /Fa /S Feat cool 6 441 15813 -t3 +000-06 0).0 3 0.0 1 0 0? 0 03 ? 0 01 0) 0 U-27 SF9GC -26 01.3 01,f3(1 0i 0 0 01 0 0 0 0l STD - Frame - R -21 - 4.28 1.14 07 0 0 07 4 54 231 61 ti 0.0931 1 fl. 9 I 1 i 13 c-8 r 'd .3 0 0 0 0 ` 0 0 0 0 I �R 21 0,.11 ee HG t7,?0 e OK 0, 0 0 0 0 0 0 0 0 W TD 2i (1 ,6 1 1 t 77 Sit 28R . e 1 W90 28,81 01 0 001 01 0 C 001 01 U70 IN 0, 0931 &000 4,288 0 0 00& STD Frame - R 211 1 s 1 0 0 0 0 0 0� 10 14, 0 L-- D Exterior Do 1 0:35 s 1 a: 1 1) 0 a 0 1) 0 ci 01 21 0 60 270 1 U 7 S# GCC --26 0.2 w 1 : 1 28. 0 0 0 36 t0?3 STD -At 131 01 C: c �G- R_ 0 - 1: 1. 79 57071 3 F Tat a R_38 6 0:0201 _ 3, 0 0 0 0 14 14 28 I gg { 6 c) AE t7 excursion -13 266 Envelope to slgairr 148 86 1786 1€24 12 a) InNtration 0 0 201) 25 b) Room ventilation 01 ol 0 0 13 1nteFrnal gains: Occupants 230 0 0 f7 0i App 0 {} Subtotal (limes 6 to 13 1.48 86 1:391 2849 Less exle,m,� load 03 0 0 0 Less transfer t3 0 0? 0 � 14 Suubtotabutron 148"1 8 1991 18 491 1 � Duct to 41% 53% 60 4t, 41% 53% 812 986 Total room food 208 132 2803 2835 Air reduced (cfm) 8 8 110 177 CaICUlations a2eroved b ACCA to meet all nuirements of Manual J 8th Ed, vvitrightsoft, 201300-03 18 23 27 Right - Susiv '. llnw rsM 201" 1 4 13.06 RSU 181 8 Page 15 ^° , • ^. d•u t+rkai y, t, tlic (otcA . F4inh ., "r)in i,ic rt — r'� , - r4 ik P—o S"l— f-- YM Right - M Worksheet Job: 3210 Iris Ct. Upper Zane Date: Oct 03, 2013 B Joe Colbum D 41t>1 Authority Air esigns, L P&n LC. : Model #9 6680 W. 95th Place, Westminster, CO 80021-6422 Phone". (720) 354-8105 Email Jorre_AuthorityAircom Web. www,AuthorityAir, corn I Room name 'j-41 0,470 e 0,110 0.00 M Bath 0 0 Media 0 2 Exposed wall 0 0 0 18.5 ft W 15,8 ft e 3 Room height 11 11 9.0 It heat/cooi 9,0 It heaticoot 0 4 Room dimensions U-27 SHGC-26 0,270 1.0 x 272,9 It 2&811 1,0 x 252,4 ft 5 Room area 0 0 27,2.9 W 0 0 252.4 ft 0 L---G U- 27 at-GC -26 S1 TY Construction U-value Or HTM 0 1 Area (ft') Load Area (ft Load 0 " 1 number (BtuWfV-'F) (fit ubtfe) 15813*wC-8 or perimeter (it) 0 0 (Bash) or perimeter (ft) (Btuh) 0 0 -7 0 Heat Coot Gross NIP/S Heat Cod IN Gross N/P/S a Heat Cool 6 W 15Bi34)wc-S 3 0�09 n 0�00 1 311 0.00 0 0 0 0 0 0 0 U-27 SHGC-26 0 0 18,901 0 L--G U-27 SHGC-26 0 0 . 0,00 0, 00 0 01 0 01 0 0 0 t.°- -O 0 1 0 s 1 0 0,00 w STD - Frame - R-21 - 06 1 . 4.28 0 1,141 0 01 0 p 01 36 36 W 154 23 41 0 L---G U-27SHGC-26 1 O2701 n 1 18,901 9,301 01 () 1 01 0 1 01 0 1 01 0 01 01 115813-Owc-8 STD - Frame - R-2' 01 1 W IMI 0,093 ne O�00 % 0�01 0 0 0 0 ()1 0 0 �--G 0 U70 W STD - Frame - R-21 - 0,0611 ne 0:00001 0 : 01 0 01 0 0 15 0 01 284 0 01 01 U-27 SHGC- GD 70 0 0' 2 ;5 15813*"8 1 0,093 e 1 0 of 0' 0 01 0 0 01 01 0 0 1 0 0 0 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed, 2013-00-03 18,23 27 A05 4++- wrightsoft Riqht Unwrosaf 2013 13 0 06 RSU18198 Par 16 1 High13210 Ins Ct\Wle High • 3210 Iris Ct,rvp Cali: = MJ8 Front Door faces, W g 'j-41 0,470 e 0,110 0.00 0 0 0 0 0 0 0 0 W STD - Frame - R-21 - a0611 e 1,141 11 11 31 11 01 0 0 U-27 SHGC-26 0,270 e 1 1 4,281 8,qO 2&811 01 0 0 0 0 0 0 0 L---G U- 27 at-GC -26 S1 11,2701 a 0 0:101001 0 1 0 1 0 0 " 1 0 1 w 15813*wC-8 0.093 s 1 0 0 0 0 0 0 0 0 0 0 0 IN STD - Frame - R-21 0,061 a 4.28 114 130 11 51 4 91 1 311 0 01 0 0 k--G U-27 SHGC-26 0,2701 s 18,901 14,881 151 01 2841 2231 01 01 01 01 t.°- -O Exledo, Om 0,350 s 1 11,00 0,00 0 0 0 0 0 0 p o W 23 w 0 0 1 () 1 0 1 0 1 w I 115813-Owc-8 STD - Frame - R-2' 0,0611 1 1 3 % 1 1 54 4 1 1 07 92 3 95) 0 0 105 1 �--G U-27 SHGC-26 U70 w 18,40 2&81 0 0 0 0 15 0 284 432 k__G U-27 SHGC- GD 70 0 0' 2 ;5 w a001 of 0 1 0 1 0 1 0 1 " 1 L-0 Exterior Door I 0 1 w 1 0 O N 0,001 of 0 0 0 0 0 0 0 1 C STD - Attic CLG - R- 1 O�027 - 1,87 1161 27,31 273 512 344 252 252 473 3 18 I IF 121A-32t 0 2 0 1 1 000 "2 1 () 1 0 1 0 1 0 0 1 F STD Fkw - R-38 0029 2' 00 0,00 2 7 2 271 54 2 0 57 57 1 11 4 0 6 c)AEDexcursion -44--- 77 Envelope loss/gain 1985 695 1420 973 121 a) Infiltration 223 27 192 23 b) Room ventila titan soh"' �Intemai ------------ 0 13t I gains: " 7 Occupants @ 2::: 1 0 0 01 Applianceslother 0 0 Subtotal (lines 6 to 13) 22108 722 1612 997 Less external load 0 0 0 0 Less transfer Redistribution 1 0 1 1 0 141 Subtotal 220 72 161 99 15 Duct loads 41% 901 385 41% 53% 657 531 Total room load 3109 1108 2269 1528 Air required (0m) 122 69 Ito 95 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed, 2013-00-03 18,23 27 A05 4++- wrightsoft Riqht Unwrosaf 2013 13 0 06 RSU18198 Par 16 1 High13210 Ins Ct\Wle High • 3210 Iris Ct,rvp Cali: = MJ8 Front Door faces, W g R ight - J@ Worksheet Upper Zone one Authority Air De L G. Job: Bate: Ptare: 3210 Iris Gt. Oct 03, 2013 Joe Colbu Model 6680 W. 95th Ptace, Westminster„ CO 80021 -6422 Phonw (720) 354-8105 Pmad JoetU2AtAhohtvAnr, corn Web www.At thoritvAir coca Calculat approved by ACC;A to meet all req uirements of Manual J 8th Ed. wrightseft 2013-00-03 1r ''3 27 Ftf ght -SW e) Universat 201;3 13 U 06 R U1815£9 . ",. Fs FT t�E iexht i "J9 tt 1 6x: f ^f \Cr PtLp i.Vanh . "�'?kd'! Frcn ^3 —a f"mr :: Ar 9th P rr,: +f t`tr , +r t.anwa + alai Load Short Form J 3210 Iris Ct. Cig load (Btuh) Date: Oct 03,2013 Entire House By: Joe Colburn n A uthority A ir D 1000 1000 6680 W, 95th Race, Westminster, CO 80021-6422 Phone: (720) 354-8105 Ernait� Joe@AuthorftyAirconr Web: wwwAtithorityAircoin Web: www.MileHighHVAC.com Email. Rod @MileHighHVAC.com 19233 1200 1200 Fear. Rod Siegfried, Mile High Heating & Cooling, Inc. Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) 6952 E. 131st Way, Thornton, CO 80602 Main Zone d 3365 26049 Phone, (303) 859 -4212 Fax: (303) 466 -4209 1000 1000 Upper Zone d Web: www.MileHighHVAC.com Email. Rod @MileHighHVAC.com 19233 1200 1200 Entire House d 5906 56667 32111 2200 I tg CI9 Infiltration 14714 Outside db ( °F) 0 91 Method Simplified Inside db ( °F) 70 75 Construction quality Tight Design T r ( °F) 70 16 Fireplaces 1 (Tight) Daily range - H Inside humidity 50 50 Moisture difference (grub) 61 -34 HEATING EQUIPMENT COOLING EQUIPMENT Make rata Maki; n/a Trade nta Trade nta Model nta Cond rata AHRI ref nta Coil nta AHRI ref nta Efficiency nta Efficiency nta Healing input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm ,Actual air flaw 0 cfm Air flow factor 0 cfm /Btuh Air flaw factor 0 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H20 Space thermostat nta Load sensible heat ratio 0 ROOM DAME Area ff) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Cig AVF (cfm) Main Zone d 3365 26049 13015 1000 1000 Upper Zone d 2541 36619 19233 1200 1200 Entire House d 5906 56667 32111 2200 2200 Other equip loads 14714 2653 Equip, @ 0.96 RSM 33305 Latent coaling 19 TOTALS 1 5906 ' 71382 ' 33324 ' 2200 ` 2200 Make Carrier Trade Comfort 92 Series Htg Cig Infiltration Outside db ('F) 0 91 Method Simplified Inside db ( 70 75 Construction quality Tight Design TD ('17) 70 16 Fireplaces I (Tight) Daily range - H Inside humidity 50 50 Moisture difference (gr/lb) 61 -34 Make Carrier Trade Comfort 92 Series Model 59SC213060S17-16 AHRI ref 5581507 92.1 AFUE 47520 Btuh 44352 Btuh 49 'F 1000 cfm 0,038 cfm/Btuh 1.0 0 in H2O 13.2 SEER 15215 Btuh 2685 Btuh 17900 Btuh 1000 cfm OW7 cfm/Btuh 1.00 in H20 1.00 ROOM NAME Area Htg load Cig load HtgAVF Cig AVF (ft (Btuh) (Btuh) (cfm) (cfm) Do Basement 1 610 4070 846 156 65 Dn Stairs 238 850 11 33 1 Dn Basement 2 559 3586 618 138 47 Can Mach 270 1766 30 68 2 Living 207 2427 1806 93 139 Dining 198 2369 1285 91 99 Kitchen 228 878 1480 34 114 Foyer 258 1838 963 71 74 Study 153 1921 1755 74 135 Powder 44 266 53 10 4 Mud 55 755 203 29 16 Breakfast 159 1107 1265 43 97 Family 385 4215 2700 162 207 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2013-0(A 18 23 29 + wrightSOft Right-Suite' Unwegsa�20313006RSU18�98 Pam 2 , Hi9hQ210 Ins CtMle High - 3210 fris Ct top Ca�c -- W8 Fgonl Door face%, W Man Zara d 3365 26049 13015 1000 � 1000 Other equip loads 10450 1082 Equip. @ 0.96 R aM 135034 Latent cooling 6 TOTAI "x` Ga""i '1PA C1C3 1'3 BPS eP 4AAA 4SlftA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-00-03 �8 wrightso Right- Sede, Un vA rr.ni 2013 13 Q 06 RSU18198 page 23 3 �� of €yPrt3230 Iris Ct'� ,44e High - 3210 fns Ct rrtg C;ak -, 1,4J8 Front Door faces: W Load Short Form Job: 3210 Iris Ct. Date: Oct 03, 2013 per one By: Joe Colbum Authority Air Designs, LLC. Plan: Model #9 4 jW t ACt � 6680 M 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Emafl; Joe@AutharityAircorn Web: www.AuttiodlyAir.com I IN I I — -1- 111 11 1 1 1 0M For Rod Siegfried, Mile High Heating & Cooling, Inc, 6952 E. 131st Way, Thornton, CO 80602 Phone: (303) 859-4 4209 Web. www.MileHighHVAC.com Emaif:'Rod@MileHighHVAC.com HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Comfort 92 Series Trade Comfirt 13 Series Model 59SC2B080S17-16 Cond 24ABB33OA31 AHRI ref 5581508 Coil CNPVP4217A AHRI ref 3414656 Efficiency 92.1 AF Efficiency 11.0 EER, 13 SEER Heating input 69696 Btuh Sensible cooling 23460 Btuh Heating output 59400 Btuh Latent cooling 4140 Btuh Temperature rise 55 "F Total cooling 27600 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0,039 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 1,00 Cig AVF ROOM NAME Area Htg load CIg load Htg AVF (ftc) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 230 3439 2951 135 184 Vanity 49 764 222 30 14 Bath 33 631 212 25 13 WIC 3 25 808 198 32 12 Bedroom 3 171 1923 1922 75 120 Bath 4 52 547 178 21 11 Bedroom 4 198 1950 1968 76 123 Open to Family 373 3887 1263 152 79 M Suite 320 4127 2931 162 183 Laundry 79 208 132 8 8 Open to Foyer 308 2803 2835 110 177 M Bath 273 3109 1108 122 69 Media 252 2269 1528 89 95 • WC 28 882 207 35 13 • WIC 152 3271 1578 128 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, At:1 + wrightsoft Right - suttee Universal 2013 13 0,06 RSU18198 2013-Od-03 18:23 29 Page 4 aCCK HqW3210 dns CtMfile High -. 3210 Iris Ct rup Calc"NIJB Front Doorfaces W Upper Zone d 2541 301619 19233 1200 1200 Other equip loads 14572 1572 Equip. @ O0 96 RSM 19931 Latent cooling 6 'r 'rAI C nr-A4 AC+447 3CSCf' 9 4 "Inn +8'')An Dri Basement 1 ROOM NAME Area 1 ft2 Ift load 1 Btuh CI g load I Btuh Ifig AV F I Cfm CI g AVF CfM 238 850 11 33 1, Dri Basement 2 559 3586 61.8 138 47 Dn Mech 270 1766 30 68 2 1, i v i ng 2 07 242 "7 1806 93 . . . . t "t ...... .... .. .. . .... . . . . .... . . . . . .. . . . . . . . . .. .... . . . . . . ... .. .. ........ . ... ... . . .. . . . . ..... .. . ...... .. .. . . ' . ... 1285 91. 99 Kitchen 228 878 1480 34 1. 14 Foyer 258 1838 963 '71 74 Study 153 1,921 1755 '? 4 135 Powder 44 266 53 10 4 Mud 55 755 203 29 16 Breakfast 159 1107 1265 43 97 Fain i 1 y 385 4215 2700 162 207 Main Zone 3365 26049 13015 1000 1,000 Bedroom 2 230 3439 2951. 135 1.84 Vanity 49 764 222 30 14 Dri Basement 1 ROOM NAME Area 1 ft2 Ift load 1 Btuh CI g load I Btuh Ifig AV F I Cfm CI g AVF CfM Dri Basement 1 610 4070 846 1,56 65 Ein Stairs 238 850 11 33 1, Dri Basement 2 559 3586 61.8 138 47 Dn Mech 270 1766 30 68 2 1, i v i ng 2 07 242 "7 1806 93 139 Dining 198 2369 1285 91. 99 Kitchen 228 878 1480 34 1. 14 Foyer 258 1838 963 '71 74 Study 153 1,921 1755 '? 4 135 Powder 44 266 53 10 4 Mud 55 755 203 29 16 Breakfast 159 1107 1265 43 97 Fain i 1 y 385 4215 2700 162 207 Main Zone 3365 26049 13015 1000 1,000 Bedroom 2 230 3439 2951. 135 1.84 Vanity 49 764 222 30 14 Bath 33 631 212 25 13 WIC 3 25 808 198 32 12 Bedroom 3 171 1923 1922 75 120 Bath 4 52 547 178 21 1.1 Bedroom 4 1:98 1950 1968 76 123 Open to Fain i I y 373 3887 1263 1.52 79 M Suite 320 41 "2 `7 2931 162 183 Laundry `79 208 132 8 8 Open to Foyer 308 2803 2835 110 1,77 M Bath 2'73 3109 1,108 122 69 media 252 2269 1.528 69 95 * WC 28 882 207 5 13 * WIC 1.52 3271 1.578 128 98 Upper Zorie 2541 30619 19233 1200 1200 Entire House 1 5906 1 56667 1 32111, 1 2200 1 2 2 00 2013-00-03 18 23 29 4. wrightSOft Rlght-SudeV Universal 2013 13 0 06 RSU 18198 page 1 ,A ('(,',k liq ie* cvfwe High .3210 fiis Ct rup Catc - MJ8 Fiore Door faces, W lt� ti t,� t ^;?t,i.P lrs. 1 S a 1 tu tt L t ., o- it.,k t�e.,,atti "2. t x., „tx... i tt i ,. �� •^sf t+tafi". 4 i'. `1 `a i .lt �, 1 r �,� e t tt lax Trunk Htg Clg Design Veloc Liam H x W Duct I Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material 'Trunk sstl Peak AVF 545 597 0.113 768 11.1 8 x 14 ShtMetl st2 Peak AVF 455 403 0.129 585 9.7 8 x 14 ShtMetl 1��t3- csra -c�� 1� � 1� r S Right -surf F � Unwersaa( 2013 13 0 OC, fasttl8198 Page 1 C ! {ighl3 Ins C;t \htiCe High - 3210 Brix f;4.rup C'.rtBr x : Bv1. ➢8 Front Door faces Vin Heating Cooling External Static pressure 1.00 in H2O 1.00 to H2O Pressure lasses 0.43 to H2O 0.43 to H2O Available static pressure 0.57 to H2O 0.57 in H2O Supply 1 return available pressure 0368 / UO2 in H2O 0.368 / 0102 in H20 Lowest friction rate 0,113 In /100ft 0113 Ir/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) OX 0 ShMt 503 ft 215.0 lt� ti t,� t ^;?t,i.P lrs. 1 S a 1 tu tt L t ., o- it.,k t�e.,,atti "2. t x., „tx... i tt i ,. �� •^sf t+tafi". 4 i'. `1 `a i .lt �, 1 r �,� e t tt lax Trunk Htg Clg Design Veloc Liam H x W Duct I Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material 'Trunk sstl Peak AVF 545 597 0.113 768 11.1 8 x 14 ShtMetl st2 Peak AVF 455 403 0.129 585 9.7 8 x 14 ShtMetl 1��t3- csra -c�� 1� � 1� r S Right -surf F � Unwersaa( 2013 13 0 OC, fasttl8198 Page 1 C ! {ighl3 Ins C;t \htiCe High - 3210 Brix f;4.rup C'.rtBr x : Bv1. ➢8 Front Door faces Vin Design Htg Clg Design Dlam H x W Duct Actual Ftg.Fgv Name (13tuh) (cfm) (cfm) FIR (in) (in) Mall Ln (ft) Ln (ft) Trunk Breakfast c 1265 43 97 0.156 6.0 OX 0 ShMt 21.2 215.0 SO Dining D 1285 91 99 0.131 6.O Ox ShMt 41,6 240,0 st1 Dn Basement 1 h 2035 78 32 0.129 5.0 Ox 0 ShMt 39.6 245,0 st2 Do Basement 1 -A h 2035 78 32 0,130 5.0 Ox 0 ShMt 3&3 245,0 SO Dn Basement z h 3586 138 ' 47 0.131 7.0 OX 0 ShMt 36,2 245.0 st1 Do Meet) h 1766 68 2 0.143 5.0 Ox 0 ShMt 21.7 235.0 st2 ran stairs h 850 33 1 0.142 4.0 OX 0 ShMt 29.8 230.0 st2 Fa mity c 900 54 69 0.113 5.0 0X 0 ShMt 29.3 295.0 SO FarnBBy -A C 900 54 69 OA20 5,0 OX ShMt 42.4 265,0 SO Family c 900 54 69 0136 5.0 OX 0 ShMt 26.1 245.0 SO Foyer c 963 71 74 0.143 5,0 Ox ShMt 31,4 225.0 st2 Kitchen c 1480 34 114 0.142 6,0 OX ShMt 23,4 235..0 st1 Living c 1806 ' 93 139 0.131 7.O ' OX 0 ShMt 41,8 240:0 st2 Most h 755 29 16 0.146 4.0 OX 0 ShMt 7.7 245.0 st2 Powder h 266 10 4 0.143 4,O OX 0 ShMt 12,6 245.0 St2 Study c 1755 74 135 0.153 6.0 Ox 0 ShMt 24.7 215.0 st2 lt� ti t,� t ^;?t,i.P lrs. 1 S a 1 tu tt L t ., o- it.,k t�e.,,atti "2. t x., „tx... i tt i ,. �� •^sf t+tafi". 4 i'. `1 `a i .lt �, 1 r �,� e t tt lax Trunk Htg Clg Design Veloc Liam H x W Duct I Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material 'Trunk sstl Peak AVF 545 597 0.113 768 11.1 8 x 14 ShtMetl st2 Peak AVF 455 403 0.129 585 9.7 8 x 14 ShtMetl 1��t3- csra -c�� 1� � 1� r S Right -surf F � Unwersaa( 2013 13 0 OC, fasttl8198 Page 1 C ! {ighl3 Ins C;t \htiCe High - 3210 Brix f;4.rup C'.rtBr x : Bv1. ➢8 Front Door faces Vin 1 S' ti � t11R SS < 1 ....... S 1 it 't {t{ }} Design ; FR Diam (in) t t Trunk tt Peak AVF 1000 Grill 0:113 600 13.4 12 x 20 ShtMetl Stud/Joist Rep y` r. ♦ p•MR i ! 'd tli 14x 13 16 p• A i y ! 20x 17 730 175.7 ��� 1t 1 t11 It i i'trt 1 1 ilil. � 1 tit « trt,..tt�ti .. �. � �, s ,t ,.,, ,,� n. ,< .., ., Name Trunk Type Htg (cfm) Cig (cfm) Design ; FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 1000 1000 0:113 600 13.4 12 x 20 ShtMetl . Design Htg Clg Design C7tam N x W Duct Actual Ftg.Fgv :.e Name Design .wt. ttnx y $U (cfm) FR (in) (in) Matt Ln (ft) Ln (ft) Trunk Beth (in) 11 631 25 13 0.120 4.0 Ox 0 VIFx 31.6 245.0 st4 Balh4 st4 h 547 21 11 0.160 Y Fix it 1l li fly;. l t �ttt Y {r,xaaiulr §h..i�.i, i t��`,11 .la �..S U� x t. }U 4 .�, bx. .utltL t {ik 4l 1i 1 l tY�? y ,f� S;� a, .I',� 1 ���. t�?t?t e�t�l $fY °.Y ixt�t�. .t�.. ,`•r t=b l x l `ski �Ir ��`t� "'���Ll��� X t fl Y t; li y , 1 1 c t t4.l ht t �l Lt.t Y t . i j ft i all . Design Htg Clg Design C7tam N x W Duct Actual Ftg.Fgv Htg Name Design Velac (Btuh) (cfm) (cfm) FR (in) (in) Matt Ln (ft) Ln (ft) Trunk Beth (in) 11 631 25 13 0.120 4.0 Ox 0 VIFx 31.6 245.0 st4 Balh4 st4 h 547 21 11 0.160 4.0 Ox0 VIFx 98,3 190.0 s14 Bedroom 2 c 9476 67 92 0.923 7.0 Ox 0 VIFx 35.3 235.01 st4 Bedroom 2 -A c 1476 67 92 0.132 7.0 Ox 0 VIFx 32.2 220.0 st4 Bedroorn C 1922 75 120 0.149 7,0 Ox VlFx 34,1 190.0 st4 Bedroom 4 c 9968 76 123 0.136 7,0 Ox 0 VIFx 201.5 225.01 st3 Laundry c 932 8 8 0,168 4.0 Ox VIFx 8.9 190.07 st3 * Bath h 3909 122 69 0.954 7,07 Ox0 VIFx 41.6 175,0 st3 * S uite C 1466 81 91 0,171 6.0 Ox 0 VIFx 29.8 165.0 st3 * Su -A c 1466 81 91 0.137 7,0 Ox 0 VIFx 37.8 205,0 st3 * we h 882 35 13 O, 946 5.0 Ox 0 VIFx 38.7 190.0 st3 WIC h 3271 128 98 0.142 7.0 Ox 0 VIFx 54.2 180,0 st3 Media c 1528 89 95 0,116 7.0 Ox0 VIFx 28,4 260.0 s14 Open to Famity -A h 3887 152 79 0.162 8,0 Ox 0 VIFx 20.2 985.0 st3 Open to Foyer c 1418 ' 55 88 0,141 6,0 Ox 0 VIFx 11.9 225.0 st4 Opera to Foyer c 1418 55 88 O.166 ' 6.0 Ox 0 VlFx 10,5 190.0 st4 Vinity h 764 30 14 0.144 4.0 Ox 0 VIFx 26.6 205.0 st4 WIC 3 h 808 32 12 OA16 5.0 Ox 0 VIFx 37,3 250.0 st4 . °� :2;3: ?? Fa J ri Ri ht- Some, % Universal 2013 33 0 06 RSU18198 12013-Oct-03 2013-Oct-03 2013-Oct-03 ,€3 �a rpht329tt his Ct\hble Nigh . 3210 the Ct,rup Calc MJ8 Front Door faces � Page Trunk Htg Clg Design Velac Dtant H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 leak AVF 683 573 0136 870 12.0 0 x 0 ShtMetl st4 beak AVF 517 627 0.116 798 12.0 0 x 0 ShtMetl °� :2;3: ?? Fa J ri Ri ht- Some, % Universal 2013 33 0 06 RSU18198 12013-Oct-03 2013-Oct-03 2013-Oct-03 ,€3 �a rpht329tt his Ct\hble Nigh . 3210 the Ct,rup Calc MJ8 Front Door faces � Page Grill Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct (cfm) Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) 648 Opening (in) Matl Trunk rb6 30x9 165 198 187.6 0.332 363 10.0 0x 0 12.0 VIFx rt7 rb7 10x7 132 145 125.3 0.197 417 8.0 0x 0 VIFx rt7 rb4 0x 0 351 351 124.4 0.198 644 10.0 0x 0 VIFx rt7 rb8 10x 7 106 142 119.3 0.206 532 7.0 0x 0 VIFx 08 r 5 16x 13 446 363 213.5 0.116 568 12.0 0x 0 VlFx 08 Trunk Htg Gig Design Veloc Dam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt7 Peak AVF 648 695 0.132 650 14.0 0 x 0 ShtMetl rt2 rt8 Peak AVF 552 505 0.116 703 12.0 0 x 0 ShtMetl 02 rt2 Peak AVF 1200 1200 0,116 648 16.1 16 x 22 DctUnr i d lOx4 68dm t� N lr V 9a 10 (i90,M Job ##: 3210 Iris Ct+ 1e: 1/8 = 1 °0" Ac�thc�rity �?ei�r� t,.[..C. Performed by Jo C+ Ibu for: Page 2 Rod Siegfried 6680 W, 95th Place tight Suits E) Universal 201 5952 P. 131stWay Westminster. CO80021 - 6422 130,06RSU1819 Thornton, CO 80602 2013- Oct-13 3823:56 Phone: (30:3) 859 -4212 Fax: (303) 466 -4209 rn,annnr LSaa #!°enri4eLt P , (720) 354 - 81fl5 CtWile High - 32103 Iris Ct trip Air it s^nati^a In.,e>£n"171a + #knre +a Ll er r +n .. 4x10 M 4x10 4N 10 95CIM xx 8G§Y4 1° at 123 u.$7? 4-3 ..., . , lox 4 *n ION 4x 10 4x 12 141,x4 iog4 10x4 91 ( MM 91. CIM Job w:.. 3210 Iris Ct. Authority Air Designs, Performed by Joe Colbum for: Rod Siegfried 6680 W, 95th Place Right-Suite(R) Universal 2013 6952 E. 131st Way Westminster, CO 80021-6422 13,0,06 RSU1 8198 Thornton, CO 80602 Phone: (303) 859-4212 Fax (303) 466-4209 Phone. (720) 354-8105 2013-Oct-03 18 Ct\Mile High - 3210 kis Ct,f'kjp Upper Floor 10x4 92 dm '10x4! 75dM ''.. 10,E4 30 dm . rr 32dM 4" 4' . . 4x10 sx ... 5 Imcin 10x4 88 dM . T0x4 10x4 Be rfrn : 22 Mm ' -:4- " ..... 14X'!4... .. 4x10 M 4x10 4N 10 95CIM xx 8G§Y4 1° at 123 u.$7? 4-3 ..., . , lox 4 *n ION 4x 10 4x 12 141,x4 iog4 10x4 91 ( MM 91. CIM Job w:.. 3210 Iris Ct. Authority Air Designs, Performed by Joe Colbum for: Rod Siegfried 6680 W, 95th Place Right-Suite(R) Universal 2013 6952 E. 131st Way Westminster, CO 80021-6422 13,0,06 RSU1 8198 Thornton, CO 80602 Phone: (303) 859-4212 Fax (303) 466-4209 Phone. (720) 354-8105 2013-Oct-03 18 Ct\Mile High - 3210 kis Ct,f'kjp for the particular service provided that gives rise to he claim, subject to the limitation contained in the above Limitation clause. Client agrees that it will not allege that this remedy fails its essential purpose. Invoices will be submitted by email with the design reports by the Authority Air Designs for payment by Client, Payment is due upon invoice, Client will so notify Authority Air Designs within seven (7) calendar days of receipt of invoice by Client, and if no such notification is given, the invoice will be deemed valid. The portion of Authority Air Designs invoice which is not in dispute shall be paid in accordance with the procedures set forth herein. A finance charge of1.5% per nman1hon the unpaid amount ofan invoice, cn the maximum amount allowed by law, will becharged on past due accounts. Payments by Client will thereafter be applied first to accrued interest and then to the principal unpaid balance. Any attorney fees, court costs, or other costs incurred in collection of delinquent accounts shall be paid bY Client, (f payment of invoices is not current, Authority Air Designs may suspend performing further work. By the Client's use of any report, opinion, deliverable, work product, document or otherwise, the Client agrees to the terms and conditions set forth in this document, If Client disararees with the cont mt f hi �Jium 1959 S. PEARL STREJET 959 S- PEARL S 0 10 DENVER, CO 80210 V Co P P 30 _ 1962 H Ue c';, , '�' ,, � "�" h" , t t Py '40* 19267 TE: 10-16-13 I 1 0 �� Ftcrw � 71 I'llf V'rin Z )f As t c1t c (A As; 44 , ?"T', st UO 1, 7 K 4� 1 0 �� Ftcrw � 71 I'llf V'rin Z )f As t c1t c (A As; 44 , ?"T', st copyright 0 2007 by iLevel% , Federal eral Way, Tile and Tj-aeamg are registered tradem of 3... velg. e -I J*ix€ ,Prd" and T7 -Prea are tradema of i1 ;t+g.. Product OMWam is COnCePtUaL LO Analysis as fora Joitst Mem ber. prim G roup ' - e #+gal • L am p }+ .rg ( : 0.0 at 9th? om du at' .0 Dead [te � SUP R # V.. Input Bearing 1 � 1` • t R ( 8 r wKM Length f�V 1 SW wag 3.5Cr 3.5W 334 Al: B M 1 Ply 11 71W "TJIV 2 Stud waft 3. 3-5W 88112641 83 N one Stud vwaff 8. 5(r 3.5(r 296 1711 0 1358 Al: B 1 Ply 11 718" 1.11 ► copyright 0 2007 by iLevel% , Federal eral Way, Tile and Tj-aeamg are registered tradem of 3... velg. e -I J*ix€ ,Prd" and T7 -Prea are tradema of i1 ;t+g.. ak � V r 2v r Product Djwwn is ConceptuaL M.R✓.... Analysis is for a Joist Member. Pr imary Load Grow - Residentlal - Living Areas ( psf): 40.0 Live at 100 duration, 1 .0 Dead SUPPORTS: input Bearing Vertical Reactions (lbs) Data# — it 1 fl1*r I Stud wall 3.50" 2-25" 326180101407 ♦e A3 Rim Board r Ti-Stran Rim Board* 2 Stud wall 3.W ISM 96412861011240 B3 None PLESIGN Ppff �R- Maximum Design Control Result Location Shaw (ths) 640 613 1876 passed (33%) Lt end Span 2 under Floor Wading Vertical Reaction (lbs) 1240 1240 2460 Pwsed (50%) Bearing 2 under Flo" lwdM Mom • # P Lwe Load Deft (in) 0234 0.501 Passed (LM9+) MID Span 2 under Ftoor ALTERNATE span loadmg Total Load Deft (in) 0282 1.002 Passed (L/852) MID Span 2 under Floor ALTERNATE span loading Tipro 44 so Failed Span 2 -Deflection ans" is based on composite action with single layer of 23132" Panels (2 Span Rating) GLUED & NAILED wood declung, -Bradqg(Lu� AN compression edges (top and bottom) must be braced at 6 4 o/c unless detailed oft4)Ww. Proper attacturient and positioning of lateral bracing is required to ach*we inernber stability. The bad covisideied in this deW analpm include afternate member pattern loadirig. I Copyright a 2007 by iLeVe1 , &ederAl WAY, Wh. Tjj6 and Ti-Seamp are registered .C.rad :rts of iLevel .. e-7. Joist—, Pro" 't.1 -P °" are trademarks of v*1 . and A 0 vV- A "1 115 " t I 1 11 1 1 ir T Produd Diagram is ComeptuaL MEEPRI JoWA Beating Varfic-Al Reactions (ft� 3641 WkM LengW Uvri� fout 1 Stud wall 3.W Z26* 852125810MIQ 2 Stud wall 3,50" 3AW 2277 / 675 / 01 M.2 LAM LO f#0--ft (ift ) 3,W # je j834j()'2 7 Dataft Othe r A�& Rim C "fi-Strand Rim Eiaardf� *ias(� IPiyII/4"xIT713"0.8E 83 None F - S e-- i i "t-m-ft Sjw'ffief "vw, iket e err * ro c swag l 3" R Board, 83, El - Blockif 19 DES117PN CONTROt S: I Ccajo P,I * .ny,,j Sfy�in I Lamder F;onr At,)JACTNT rpan!omd!rq, Bearino 7 under Floor AnJACFNT span loacring RUA OH wdex no ALTERNATL span loading C,44 ZT I tct,-. V -R'inht Ovpvharwal , L,LG,20W,TL,2Lr �* I wok do rk;nq cormcr..�e actonwt �;in- 1 !Hu 2,'Y a T R qrF- r4w hiwil f'4; Mr) NAW EI Id, A � al znwl Wk-Tal bracing ts, Mquirm to attmvn rrvmber S"mftly -x°a, Zd .. .... ioadfinu, ry wtx�ts w tfus tas Ouk am. de, vem war" the ng Ot its, pf(# %NV The analysLs presente put "Irorn softww n, t�y aeve� . itz Ov nl-d ri rin,a 1- e zv;Cvw, b. ..an 0 VOIDS HI N Rls . faXOWCTSUDSTMUT1 N T u A AL:Y!-"- M— r -12:70 3641 Passed Vf- Pf-wl�oa Ohsl 79,52 2952 4290 Passed (69%) LAM LO f#0--ft (ift ) 0,280 OACQ Passod (U74 IM A I)IS pa%;V. 0115111 I Ccajo P,I * .ny,,j Sfy�in I Lamder F;onr At,)JACTNT rpan!omd!rq, Bearino 7 under Floor AnJACFNT span loacring RUA OH wdex no ALTERNATL span loading C,44 ZT I tct,-. V -R'inht Ovpvharwal , L,LG,20W,TL,2Lr �* I wok do rk;nq cormcr..�e actonwt �;in- 1 !Hu 2,'Y a T R qrF- r4w hiwil f'4; Mr) NAW EI Id, A � al znwl Wk-Tal bracing ts, Mquirm to attmvn rrvmber S"mftly -x°a, Zd .. .... ioadfinu, ry wtx�ts w tfus tas Ouk am. de, vem war" the ng Ot its, pf(# %NV The analysLs presente put "Irorn softww n, t�y aeve� . itz Ov nl-d ri rin,a 1- e zv;Cvw, b. ..an 0 VOIDS HI N Rls . faXOWCTSUDSTMUT1 N T u A AL:Y!-"- M— r �... F product is . *» in put # V ert k a l is Wi dth :: L ength w: aM p : q tm #, ;, Rif #..,. # .. y:. for r .. r r... Yk #, :* Mw&m,m Design Control Res" Location; Shm (lbs) 5637 4927 129D5 Passed (M%) Lt end Span I uncier Snow kw3ding Morwnt (Ft-Lbs) 22918 22918 27837 Passed (82%) MID Span I under Snow toading Lim L' oad Dell (in) 0322 0422 Passed (U471) MID Span I under Snow loading Total Load Deft " 05M 0633 Passed (1.1282) WD Span I under Snow bading a CM i # I . i' Copyright Q 2007 by iLevelO, SbIderel Wag', ii.s"..croli. is a registered tradamrk or a. va. >n«.� sec ond ftw cant bm at dining P"} i LVL • So" Nw*or 7004115317 D ESIGN APP user2 SWMIZ3126PU THIS PRODUCT MEETS OR EXCEEDS THE SET p &jj;#�Vwskxt6sD,14 CONTROLS FOR THE AND #! Dirm Ms'Wic Is* 6 T Prod i s ConcephaL L A na l ysis i s f or . M ember. T r i buta ry i. p rimary L G - Res - Living Ames (pst): 40 0 Live at 100 % duration, 12.0 Vert L Type class Live Dead Ljm;ation Applburtion Comment ♦ i i:. 400 1 60 0 i i... • m h"d Bearing Wrb"I R080:60" (HIS) k. f 1 LWOM OS"PW T Ot al 1 Stud wag 3.5(r 1.50' 350131-3041353 2 Stud vall 1W 14T 313512055 10 15190 MENNEND =1 R Board p I 1W x 11 7 0 .8E TJ - S #and R w i. i ra -S iL SpecifierslBulkiees Guide for daWff(s): A1 Rim Board.El: Blocking DESIGN CONTIROM. # is Owknum Shear i 4 13 6 D ea l" &: of m 40 64 9 081 P asse d a y R under i l oad i ng M omen t i m Live Load Dell (0) 0.135 o2w Passed (2V-W) Rot 0H uroder $now ALTER sPan loading T L oad i ( in) 0.205 0.215 P assed R urde S now ALTERNATE span i . i f. ' «M i.. • ,ri :.. i + ii C km i ..P'i alitlic' 10 nWess detailed otherwise. Proper attadunent and positioning of I ti 1 Copyright 0 2007 by vela, Federal Way, Hicrollave is a reqistered tradmark of , LevelO. 0 gara door head by W&"IhOtlsw t t ftxpW Y tO PRO Y" t° '� ". +; i &4**Vwsiom6 D L USTED "Y ¢ 7th. �ry l� i C aL LO Analysis is for a Drop Beam MeMber. Tributary Load Wdih: 1' p r h oary L G - lie ° tial - Uving Areas ( ; 40.0 UM at 1 00 % durabon, 12.0 Dead Verfical Type c1lass Live Mad Location Application CORM100t point( ) r(1.00) 11756 5702 4' „!« b%W Manes Vertical Reactions (016) 00 ted { 1a 9645 14860 10 t 145M ByO t # wag r MI 116651014415 B Othm # t. t • •;.. : °t k #:t tt:° t °t ^t t ::.d. t'";;: t » #,.. t ., . #` ♦:.. #SIR # r # # : N 5 # -.. 14374 17820 Pass 54,973 5M7 Passed (94%) 0.360 O # 0 Passed ( U606 ) O t+,. P 00 t r : MID Span 1 under Ftoor loading MID Span I under Floor loading MID Spen I under Floor loading tl: N CoroprassiOn `Mt ( t op and #t t:t be b raced at IW 6 t unkm deteWed otherwise. Pr oper .t+ posilioning o lateral Wacing is required U) achieve monber stabibly yright 2007 by it ev 10, Federal Way, V-Seave is a registe:,.... d trademark of Mevel . main k..a. k.:.. garage N. +�h�tte,ine, k �.. 31,V x k ^ ., w .k x ac 7 Umr, 2 5fV2" 1ZW63 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN papi EngineVemimrS.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED rr... WW is C • w Ma oewgn Control Result Location {# 152 21OW p asse d (73%) Lt end SW I under Fk*r klading Mornent (Ft Lbs) � 76 295 76295 79nS passed (96%) MID SW 1 under Floor k)admg Lwe L oad "" { 0 p D Span kl l oad i ng Total Load Deft (Wq 0 1 passed (LnW MID Span I under Fkw k*dft .. M..: k A f a k k k edges M. ^ (t op k k k g R k" braced k k Copyright 007 by U4"10, F eral Way. WA- Tj-a. j.s s. registered trad ,rk of 3 bit.. ■ LL-,ev - 1 n we 4 F OT TJ-8eam* 6.30 Se" NWOW, 7004115317 User2 550=11,ST'42AM MEMBER IS INSUFFICIENT DUE TO LOAD page I Ed&w Vasiom 6.30,14 Product WaWam is COWePtUaL qtlu.' q � .� Shear Qbs) 7514 6929 18M Passed (38%) Lt end Span I under Snow Mg Momnt (FObs) 48504 48504 41051 Faftd(118%) MID SPan I uOderSnOwk Live Load Deft (m) 0 0.442 Fsped (LJ267) WD Span I undOr Snow tDadaQ Totallbad DeM (M) 1.335 0.80 Fafted(U159) MIDSWIwXWSrwwk*duV i j L4Aj, - n j DAM 1 1 11111pJ1111111 MEIJI 11111111 l�illillillilli plippill 11111 1 111�1111 11111 IN 111111 ir 1111111 W. Nit Ujzf*-X�M �. N- C a 2oo7 by iLeveio, Federal Way, WA. Micrellone is a registered trademark of iLeveW w Z M, .. � (I G"' , L(y, ( '� ��* i 2i k N9- "'ol FO rk q 4) AT F"KL!'"'t k/ Ap 0 t 1-4 N O PA, 14 Od 14 t f\'Jr owl + z 1: mopm No I AVI SEA t zi vv- 1A 6.4 f ' T P C ME 1ho'clse 7 T-2-) + mopm No Ivy G Q—f 6 J) (Jar 7 C V) !QP * ( r 33-4-4+(o ME 1ho'clse 7 T-2-) tIJ!/7) too V� flit C-) 10c: [tom -17A 4, 7 4 vq, ww ` k w n X i F € k Y ) � � STU DY ON i� W it � a t, r sk *._ 5 x � �l sr�� t�q !.. � \ t A „k Pwmd;�t4.ib 141"u:iv GE, � ��.i�'A� °.?UL c .Q., .v.� , w °" MW f"M ------ NBY.i. # s . r } is rr" ,'G r" I', k Y p 1 3 # k� 6 ti \40M Sam Y� s ww ` k w n X i F € k Y ) � � STU DY ON i� W it � a t, r sk *._ 5 x � �l sr�� t�q !.. � \ t A „k Pwmd;�t4.ib 141"u:iv GE, � ��.i�'A� °.?UL c .Q., .v.� , w °" MW f"M ------ NBY.i. # s . r } is rr" ,'G r" I', , ,�;. 3 £;r.r i .�. ,�. „j ��'�i ���� � "�� �' '�' c v _.� i I W* ro I 11 -- -- —.— — — ��2�.ƒ�\a� �< � � � \ \ \� WO A� I W* ro I 11 -- -- —.— — — Wo 0, T 1 4, 1 m m l own =0 1 474 C4 x ca x ar g p 0 p oll C4 > T 1 4, 1 m m l own =0 1 474 x ca x oll T 1 4, 1 m m l own =0 1 474 NAIL & TAG ON 5, 00' OFFSET ---p— NAIL & TAG ON 5. 00' OFFSET --p__ 1 N89 29' 35' E 110. 00' ul I ( 30. 0' ( ( I I W Q z < Q< A J IL a73 Y W N Q. N J e D Z •+ W Oa A W .J m 15. 8' a w A 0 5' 10' 20' SCALE: 1 'c10' LEGAL DESCRIPTION1 I 16, 3' 38. 7' 6. 6' 30. V OD .w I N �Z< rz z¢ irs F- W J :nza �w LOT 1, APPLEWOOD PRESERVE b<w Ja I SUBDIVISION — FI LING NO. 2 24. I 16, 2' ( I \ I I I 0 0 _` SIGHT TRIANGLE \ - C10' UTILITY & PER PLAT (SHOWN DRAINAGE EASEMENT APPROXIMATE) \ PER PLAT S89° 29' 35' W 110.00 WEST 32ND AVENUE (60' R. O. W. AS SHOWN ON PLAT) LOT 1, APPLEWOOD PRESERVE SUBDIVISION - FILING NO, 2, (AS RECORDED IN RECEPTION NUMBER F1387810, JEFFERSON COUNTY RECORDS) A SUBDIVISION BEING A PART OF THE SOUTHWEST ONE - QUARTER OF THE NORTHWEST ONE- QUARTER OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. FOUNDATION LOCATION CERTIFICATE1 I HEREBY CERTIFY THAT THIS FOUNDATION LOCATION CERTIFICATE WAS PREPARED FOR LOU -MAR ENTITIES AND THE CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, COLORADO, AND THAT IT IS NOT A BOUNDARY SURVEY, LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE FOUNDATION (BASED ON FIELD LOCATION OF THE FOUNDATION'S WALLS) OF THE HOUSE ON THE ABOVE DESCRIBED PARCEL OF LAND ON THIS DATE, APRIL 08, 2014, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL. "" „r Uc & R w RAY ND W. BAYER es- REG. P. L. S. NO. 6973 DATE G/ /U, -2_* F�- J n. CAD FILE: L14034/L14034 REVISIONS Z z SCALE: 1 ” = 10' z 3 O O 2 H PROJ NO: .2014 -034 H Q 3 O BOOK: PACE: FILE NO: 27-3S.69-2L 0 t NAIL & TAG ON 5. 00' OFFSET --p__ 1 N89 29' 35' E 110. 00' ul I ( 30. 0' ( ( I I W Q z < Q< A J IL a73 Y W N Q. N J e D Z •+ W Oa A W .J m 15. 8' a w A 0 5' 10' 20' SCALE: 1 'c10' LEGAL DESCRIPTION1 I 16, 3' 38. 7' 6. 6' 30. V OD .w I N �Z< rz z¢ irs F- W J :nza �w LOT 1, APPLEWOOD PRESERVE b<w Ja I SUBDIVISION — FI LING NO. 2 24. I 16, 2' ( I \ I I I 0 0 _` SIGHT TRIANGLE \ - C10' UTILITY & PER PLAT (SHOWN DRAINAGE EASEMENT APPROXIMATE) \ PER PLAT S89° 29' 35' W 110.00 WEST 32ND AVENUE (60' R. O. W. AS SHOWN ON PLAT) LOT 1, APPLEWOOD PRESERVE SUBDIVISION - FILING NO, 2, (AS RECORDED IN RECEPTION NUMBER F1387810, JEFFERSON COUNTY RECORDS) A SUBDIVISION BEING A PART OF THE SOUTHWEST ONE - QUARTER OF THE NORTHWEST ONE- QUARTER OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. FOUNDATION LOCATION CERTIFICATE1 I HEREBY CERTIFY THAT THIS FOUNDATION LOCATION CERTIFICATE WAS PREPARED FOR LOU -MAR ENTITIES AND THE CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, COLORADO, AND THAT IT IS NOT A BOUNDARY SURVEY, LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE FOUNDATION (BASED ON FIELD LOCATION OF THE FOUNDATION'S WALLS) OF THE HOUSE ON THE ABOVE DESCRIBED PARCEL OF LAND ON THIS DATE, APRIL 08, 2014, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL. "" „r Uc & R w RAY ND W. BAYER es- REG. P. L. S. NO. 6973 DATE G/ /U, -2_* r- R.W. BAYER & ASSOCIATES, INC. 2090 EAST 104TH AVENUE, SUITE 200 CAD FILE: L14034/L14034 REVISIONS FOUNDATION LOCATION CERTIFICATE LOT 1, APPLEWOOD PRESERVE SUBDIVISION - FILING NO. 2, SCALE: 1 ” = 10' DATE: APR. 08, 2014 DRW BY: G.A.B. CKD BY: R.B. PROJ NO: .2014 -034 THORNTON, COLORADO 80233 -4316 (303) 452-4433 FAX: (303) 452-4515 BEING A PART OF THE S. W, 1/4 OF THE N. W. 1/4 OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE•69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. BOOK: PACE: FILE NO: 27-3S.69-2L SHEET N0: c qq I O F 1 r- CITY OF Inspection Type: Job Address 0 No one available for inspection. Time AM/PM Inspection Type: Job Address Project Address; Gener Contr Electrical Contractor Company Name: Phone State License #: Master #. Signature of Authorized Agent Date Pl • • o Master #: Date Mechanical Contractor Company y N Phone: Wheat Ridge License #; _, . ,. IM *This application must be signed by each sub - contractor confirming the same. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 14804 Date: 11/14/02 Property Owner: GEMINI ASSOC. LLC Property Address: 3210 IRIS CT Contractor License No.: 19805 Company: KSD CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 720-341-3860 Phone: 748-5725 (OWNER)(CONTRACTOR) SIGNED. t/-I'!-O ... Total: $4,500.00 $111.25 $0.00 $54.00 $165.25 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 measurem ts 5 wn, and allegations made are accurate; that I have read and a e to abide a co ti rint on this application, and that I assume full respo lbil ty for co Iia t W t Ridge Building Code (U.B.C.) and all other applicable he Ridg r. i 0 . 'permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: BRICK & CEDAR FENCE ALONG 32ND AVE. WITH PLANTER. Please Note: ~\'m(;r I_contractor is responsible for locating Prof lmes and constructina irn rovcm 'n to approve d' d g BUILDING DEPARTMENT USE ONLY .. p an an requIre development s dar The CIty IS not responsible for :naccurate in nna &k6milled within li\e-rlfJn ,et and any cons ct' I. . u errors resu tmg lrom inaccurate informa ion. COMPLIES WI FENCE REGS. ~~-- Approval: MLC Zoning: R-1 ~,..~- Approval: DM R. -''%~AIIIIIl'l::_;e&. 'i.".'- -\;.~_.,. - Approval: 11/14/02 Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The is ce of a pennit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the n of th . g codes or any other ordinance, law, rule or regulation. .>,~' ~HEAr "', ~ '" - Co U ~ C'Ol.ORp.,OO DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: ~d\~ A.":h'~c../ L.L~ 32-10..1-." (.-1 (Ci"ws- j.:::.s.o c..~.'" .....'"'(.h.,~) LLC Phone: 771/ -"2,'I/-35'6D Phone: 7't~ - S 72.5" (3.9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge BUIldmg Code (U B C) and all other a~lcable Wheat I}!age prdmances, for work under this permit. '/I~' , // . : J , ~./V' ,/ gi (-~ ....,(CONTRACfOR), srGNED M.iA..M.j/ A'-zi:(~'-L vb:..TIl II -13 Ol-- Construction Value:$ '+-"-00. DO Permit Fee:$ \" .d'5 Plan Review Fee:$ 5L\,CO Use Tax:$ Tota!1J\ (9S dS DESCRIPTION: ,J).""'c..-k- CL<1d cedw -I-~L(:.e 0.10:;1 ~ A.."""w-'-"... vJ,IK f/~,~v ( ~e.e aI-lad-vi 5~!c t/Cu.~ J Defa',(<; A,BGJI ()(t4cta) ZClNING COMMENTS: "" l\ ^ Approval: 1 \\.ILl:.- Zoning: R - \ BUILDING DEPARTMENT USE ONLY Qtsn. ?'-~~\'(Q ~S >- . c e5 v U SIC: Sq.Ft.: BUILDING COMMENTS: Approval: c:3li-- r I/(/c-l~~ PUBLIC WORKS COMMENTS: Approval: .. . j _Occupancy: . Walis: Roof: Stories: Residential Units: j Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) rfthis permit expires, a new permit maybe acquired for a fee of one.half the amount aonilally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector !;I,veoty-four (24) hoUrs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions o~ . codes or any other ordinance, law, rule or regulation. I ~ I :I J en - H I ~ 0 ~ ;:) :Ci! I - ~ 0. :so.o'--f- I I [)~le-5Id.J b(' "/,, '^'CV(( ( (Tyl" (3) ". \ .5:;-1 ....... '- N89"29'J6"E 110.00 - ~ rJ 0+ -to c;: .. - .. . 5$' - . ,L ,I 1J )1 HI XlZ / -~,,,l e.o ( +yp A.) , - ,. 11 r ;}5. J , " Il? , " F)<g- n'-8"- D a/6" lIE "- . iI DIS'I'>" WEST 32ND AVE. -- - (', (0 tE ~V\~~ p -....... (\~'*(" r ,~ ~_ f ~ ~ 7"" y.,. ~ 'l' -cr-"--z: \ ~. ; t ~ ~ \ "it\ "'-----'):: " ,...-::--, ~ I c<J I ,1 ;~L / !~r \"' '-____ "'" '\ "\ iE'- - - ------0 ~~ ~~,II -----==~- '':. ~ p ~. .:-: \ u_____ ; ~Fl ;:;-:: \~ _~_ --4 ~ ; f i Ili- I,': ~...... ~ ~, ! rn ~,,: : '" 0 <.. i " I'i f' S __ I \'I> .1' I ~ C ~. -,~~ ~c: ::_-~ ~ f~-~><e ::1'\ t~ ~ 0~ ~ I~IL-- 11 , ,. ! .~ r ~I L \~\ - - '\~: ;! ~~J1 t;~ ~ +P-- ~ V" -, ~ ;\ ~ it K::::) 'I l - 'I ~ 1~ " -C :t ~g: ~ ~6' 71 (' ~ ~ '7 ~ (b f o ~ p , I! ~ """ ~~':-' i::;i ..,,- 9J, "" -<c " ,,- 00'" 000 "'".." :l::l::l: MMM MMM ......... "''''''' \:;, ,I, ~ -., ~ ~. 1;>"'- ri f::> "-~ :;:- ~~ '--- '" I 'E......... 12"0V1G'> l' f~~ r~ ~, ~~~ ~f' ;:. ~ ~'" * E:VJ G?l f "-/ ;or r f' 5 t \ '""' j:? Uj - ~ Y; t f E & tJ~ ~ J- 't;""- t-,-,f'J([) -j--, ~'$- > V) c ~ I C, "'" f' ~ c.5) f\ "'\ "" t 0 ~ I}.J .... r~ ~~0f~ "'-:)" ~ ~ t f ") ~ \0_ 4 ~ ~ ,(<i f' GJ ~ - f~(>" ,'" '-- " "- ;>,.,., \:'- - ~ ('\ <;.... b .<>' ~ (" <- (') ~ \ c>. 'r", ~ ---- f t/ fk ~ ~ - N~ \>v ".... ... \~ vJ .. ! I I i- I i_ i .i Ii"." " rl ~== -\ -<> ~- " l (lj 0 ~ -rt r ? <> ~ ~ r' "-J f'\ r--., 't' ( ........" . V1 ~ ,...., '''... , , , ~~~ t..., ,,- ,,- 00", 000 ...... %:1::. mmm mmm ......... ...... ,- : _ ._. ---___LL' ~~ (' ~ "f. r;f-~ = :.+-?'~. +- C t ~1'> c. ~ ( c: -t--.,r'"" ~J- 0--_ ~ -----, ~ I ---- V,J " , // ~ / ! II ~ Ii v r ? "'-- N ( ~I , 1 I I, ti I-" r --'k- " r I'-- :"i"'-,:. I 1_* N:>;J t ~ rr ",' \0 U' IJ:C (\ ,('- I>-- ! I '\J ~ ~) li- p ;-. , ~0 ,~ ~ (' ~ ~ ............ ~~~ ...; ......- ....- 000'" 00 "''''''' :l::l::l: mmm ~~~ "''''''' Telephone 303/235-2846 The City of Wheat. Ridge -- 7500 West 29th Avenue Wheat Ridge, Colorado DATE: January21,2002 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Jeff Scott. 9733 W. 32'. Ave.. Wheat Ridge. CO 80033 OLD ADDRESS: .9733 W. 32'. Avenue. Wheat Ridge. CO 80033 NEW ADDRESS: Lot 1: 3210 Iris Ct.: Lot 2: 3220 Iris Ct.: Lot 3: 3230 Iris Ct. SUBDMSION: A lewood Preserve Subdivision Filin No.2 LOT s 1-3 BLOCK LEGAL DESCRIPTION: A TRACT OF LAND LOCATED IN THE SOUTHWEST ONE-QUARTER OF THE NORTHWEST ONE- QUARTER OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, JEFFERSON COUNTY COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF THENCE S89029'36"W ON AN ASSUMED BEARING ALONG THE SOUTH LINE OF SAID NORTHWEST ONE- QUARTER A DISTANCE OF 1766.11 FEET; THENCE NOOo 11 '44"W, PARALLEL WITH THE EAST LINE OF THE WEST ONE-HALF OF THE SOUTHWEST ONE OF THE NORTHWEST ONE OF SAID SECTION 27 A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, SAID POINT LYING ON THE NORTH LINE OF THAT TRACT OF LAND DESCRIBED IN BOOK 184 AT PAGE 541 OF THE JEFFERSON COUNTY RECORDS; THENCE CONTINUING NOOo 11'44"W, PARALLEL WITH SAID EAST LINE A DISTANCE OF 365.00 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND DESCRIBED IN RECEPTION NUMBER 83075045 OF THE JEFFERSON COUNTY RECORDS; THENCE N89029'36"E, ALONG THE NORTH LINE OF SAID TRACT, A DISTANCE OF 110.00 FEET TO THE NORTHEAST CORNER OF SAID TRACT; THENCE SOOo 11'44"E, ALONG THE EAST LINE OF SAID EAST ONE-HALF, A DISTANCE OF 365.00 FEET TO A POINT ON THE NORTH LINE OF WEST 32ND AVENUE (60' WIDE); THENCE S89029'36"W, ALONG SAID NORTH LINE, A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING. CONTAINING 40149 SQUARE FEET OR .9217 ACRES OF LAND, MORE OR LESS. AUTHORIZED BY: ~ / DATE: 1- Z-I -/n..