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3220 Iris Court
i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:-- c Permit Number: ❑ No one available for inspection: Time s ` AM/PM Re -Inspection required: Yes ; No When corrections are complete, scheaul re -inspection online. Date: 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 1 Permit Number: . _ ❑ No one available for inspection: Time 'AM/PM Re -Inspection required: Yes��lo'`, When corrections have been made u/e for http://www.ci.wheatridge.co.uslins ect" Dater I spec I -f/1 A/AT I"�CII 1/C TVI LE'O 9'60£6 09b 8-9-OZ E6-6-6 l udS 9681'0 l l uedS jeo p0 of;ea lenpV / l algemopy / l q;6ual 6ojeuy uedS X-uedS 0l uedS uoipagaa xeW aseo peol uoi;ewgwoo osa0 uedS -;ad AlUo peol anil JOJ aanaIi;ueD pue uedS uo uoi;:)al;aa wnwixew £Z'0 Z'9Z06 ObZ 8-8-OZ Z-8-6 6 udS bZVZ 0 l 1+0 uedS jeogp0 of;ea len;oy / l algemolIV / l q;6ual 6ojeuy uedS X-uedS dI uedS uoipagad xeW aseo peol uoi;eupwoo ossa uedS -}ap (DAII + pea(]) peol lelol 101 Janali;ueD pue uedS uo uoi;Da11aa wnwixew ti90E'O 09££ 9206 6 6 11 1+0 ON Z Z udS Z 6OEE'0 09EE 6066 6 L 11 1+0 sad, Z 6 udS 6 ...oe� 0gea JA Jeags xeW ...saa PO aseo peol uogewgwoo xeW'ON 618'ON uedS'ON waW aagwaw gDe3 ;e jeagS wnwixew ZL99'0 Z69E 4ZZL 0-0-0 L604- L9S'O L99'0 6 11 1+0 Z udS Z 8995'0 Z69E 4ZZL 9-9-OZ 960 L950 L99'0 6 11 1+0 6 udS 6 of;ea Guo jW JW X-uedS ;uawoW sio;oej gsisab 10 Po aseo peol uoi;eupwoo 'ON uedS 'ON waW aagwaw Pea le;uawow wnwixew 0 b'4ZS 6'0% 1 l+0 9489 9Z'Z SZ'Z SZt, E 0 6'Z996 E'Z89 ll 1+0 ZS£6Z S'E 9£ SZti Z 0 989 9166 1 1+0 S'Z9L SZ'Z 9Z'Z 9Zb 6 U!Idn anil HIM peaa 2!W aseo peol 2:IW gwoo peol 2iW uoipeab q;6uel pe,baZ:{ q;6ual;ndul fi4ioedeo 'ON -6J 9 (uoqMa�j xew :'dw) uoi;elmIeD 6uue0g �anal:�anal 03SSVd - Ald-Z „000'V� MAZINd W # 3oafad :aweN qor :ssaippy all! ms$�� s 'arc a8�m' 7 m U r7i ro n b n5 p N iu�N^ xxS��E�$gXm 8 tm8�yy�$o�yG 5<1 O�<rn 5�08$m�J 0 0 0 L 0 L £ , 1. 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Permit Number: ❑ No one available for inspection: Time�} _ AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date Inspector: DO NOT REMOVE THIS NOTICE HEAVENER ENGINEERING, INC 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@msn.com November 16, 2020 Lou Ficco C/O LouMar Entities 3650 Vance St Wheat Ridge, CO Re: 3220 Iris Ct., Wheat Ridge, CO Log # 202000567 Field Report FR3 Date of Inspection: November 13, 2020 Observations: Nailing pattern on the roof sheathing, portal frame at the garage and hangers for the front and rear porch beams where they meet the house wall. Comments: The nailing of the roof sheathing was done according to the spacing outlined in the General Notes. The hangers for the glu-lams were installed per this engineer's instructions. After having re -analyzed the south braced wall line, I determined the header extension at the west end of the garage door opening can be eliminated since the house wall that extends to the east serves as a braced panel for the garage door openings. Heavener Engineering, Inc Jere Heavener, P.E. Digitally signed by Jere w.:40,Q� -Heavener 7 Date: 2021.01.15 11:53:16 -07'00' Jere Heavener, P.E. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ %n 4 �`i rnj2 Job Address:, 7 U E S c Permit Number: (; j L.) () C)� c ifs. 1 ❑ No one available for inspection: Time' AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: ' ! .I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C- -j' 4, Job Address:3 Ll Permit Number: a vC�t-:XJ Tck t. C- C f . a � y ❑ No one available for inspection: Time AM/PM , Re -Inspection required: Yes -1 No When corrections are complete, schedule re -inspection online. Date: 4 Inspector: 4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` Job Address: �. �±-=' _.1 t' S C Permit Number: V ;�o i Y \ c.1 c J ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes I'�o� When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t Permit Number: r 9 ❑ No one available for inspection: Timer ) % ^� M/PM f Re -Inspection required( �`�Ye� No When corrections have been madeAc madeedule for re -inspection online at: http://www. ci. wheatridge. co. usfinsctio -�-.. Dad _ y 11-nspe r: A i CITY OF WHEAT RIDGE �/- Building Inspection Division ►/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address:n Z.:2 -CD Permit Number: ❑ No one available for inspection: Time ..: 111 ` Re -Inspection required: Ye$,_� When corrections have been made, schedule for http://Wwp.ci.w�heatridge.co.uslitispi�c "on Da ` ,..�- 3 Ins enc�r: at: ► i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE inspection Type: ' ' Vj Job Address: (L.) � e ° Permit Number: it in On > i,) ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No "when corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. u--,finspection Date: = Inspector:_ DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Single Family - New PERMIT - 202000567 J PERMIT NO: 202000567 ISSUED: 06/16/2020 JOB ADDRESS: 3220 Iris Ct EXPIRES: 06/16/2021 JOB DESCRIPTION: Single family new home, with attached garage. Square feet: 2,719 **REVISION: Installation of EX42NTEL Elevation gas fireplace; Added valuation: $5,000.00 *** CONTACTS *** OWNER (303) 263-0489 FICCO LOUIS J GC (303)863-0489 Lou/Mario Ficco 019638 Lou -Mar Construction SUB (303)944-1805 EDGAR VIRRUETA 180154 PRIMO ELECTRIC COMPANY SUB (303)210-9084 PAUL TRUDELL 020636 P&M PLUMBING INC. SUB (303)859-4212 RODNEY SIEGFRIED 150168 IMPACT HEATING & COOLING SUB (303)777-3234 DAVID G. HALL 017082 COLORADO COMFORT PRODUCTS,INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 505,000.00 FEES Total Valuation 0.00 Plan Review Fee 21412.83 Use Tax 10, 605.00 Permit Fee 31739.55 Engin. Review Fee 150.00 ** TOTAL ** 16,907.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, 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 Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. **Driveway must connect to Iris Ct and not neighboring lot (s)** Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback. In addition, no less than twenty-five percent (25°%) of the gross lot area and no less than one hundred percent (100°%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, November 16, 2020 11:07:42 AM Revision to Permit Application Permit Number 202000567 assigned to project PROPERTY INFORMATION Permit Number 202000567 Property Address 3220 Iris Ct. Wheat Ridge, Co. 80033 Property Owner Name Lou Ficco Property Owner Phone 303-263-0489 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email louficco@gmail.com Address CONTRACTOR INFORMATION Contact Name Linda Petrocchi Contact Phone Number 303-777-3234 (enter WITH dashes, eg 303-123-4567) Contact Email Address linda@lccp.com Retype Contact Email linda@lccp.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, Installation of EX42NTEL Elevation gas fireplace adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No Field not completed. 5000.00 Electronic-Payment-Form-Blda City of Wheat Ridae.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Linda Petrocchi Revision Email not displaying correctly? View it in your browser. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4,-11. Job Address: «f it yrs c.>. Permit Number: ;,e7 �'l 5? � � �IY1"• ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us/inspection Date: Inspector: _ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: n') \ Job Address: 9J0 - C' L - Permit Number: �P'; `' �1 j, ❑ No one available for inspection: Time �' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ushnspection i i Date: �' .�7� - Inspector: DO NOT REMOVE THIS NOTICE a i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, Job Address:' - Permit Number: 7) Q�,4-> i ❑ No one available for inspection: Tim` x:)10 AM/PM Re -Inspection required: Yes N When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usrnspection Date: 3, -d ' , L -`' Inspector: ,-al'- DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Tim` x:)10 AM/PM Re -Inspection required: Yes N When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usrnspection Date: 3, -d ' , L -`' Inspector: ,-al'- DO NOT REMOVE THIS NOTICE City of Wheat �� CC)lvlMUtVC1Y iif:VF.tC)Ph1bNT FOR OFFICE USE ONLY Approved by: Inspector Date City of wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: AUGUST 4, 2020 PERMIT# 202000567 ADDRESS: 3220 IRIS COURT LOT ` ,BLOCK - , APPLEWOOD PRESERVE FILING NO. 2 SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge, The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET SIDE: 15 FEET If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete x Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. \\\\SNltf if fl/!/// Signed 00 REGI" Print &vro .t e _ c�or -:c� _ Date 'ZB Professiona_ r4 6973 ;,mossy, ".............: /t/lrtflfilliii\\\` Nv" vv.Ci.W beatridQe.co.us Rev 11/18 ZL j.'2 t C G 1— c3 v U 0 EXHIBIT + EXISTING CHISELED CROSS LOT 3 5.0'—► O 16 '( W 4 M W I LOT 2 110. kkh 5� OUTSIDE OF EXISTIN( FOUNDATION WALLS #3220 ssF �o 21.2' O�I ' t k� c 16.8' JTQ 5548.05 I Q !A Z bp 5 ti`I' ss hhk� j a s o N89'29'36"E 110.00' �_10' UTILITY EASEMENT 7, 10' UTILITY AND DRAINAGE EASEMENT �+- LOT 1 N NOTICE TO SURVEYOR: SCALE 1 " = 30' W C 1. Elevations shall be shown for ALL foundation corners. L 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. S i CITY OF WHEAT RIDGE Building Inspection Division' (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (--P,/ �" Job Address: 77-0 5 C•�- Permit Number: a -aa« ❑ No one available for inspection: Timed AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci,wheatridge.co.us inspection Date:4 S 'C�, Q)0' o Inspector: DO NOT REMOVE THIS NOTICE 3 7, 2v Tel s cj HEAVENER ENGINEERING, INC c -)U S �� 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@msn.com July 15, 2020 Lou Ficco C/O LouMar Entities 3650 Vance St Wheat Ridge, CO Re: 3220 Iris Ct., Wheat Ridge, CO Log # 202000567 Field Report FR1 Date of Inspection: July 15 2020 Present Jere Heavener Work Observed Reinforcing for pad and counterfort footings and forming for the continuous footings. Comments The reinforcing and the forming was in good conformance with the construction documents. Heavener Engineering, Inc. a\\�������``O��•RE�l�j�%, HEACS•••% IA��� 19267 ' = Jere Heavener, P.E. /'�f •••®.••••°•�' HEAVENER ENGINEERING, INC 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@msn.com July 27, 2020 Lou Ficco C/O LouMar Entities 3650 Vance St Wheat Ridge, CO 32� c:> s C � �C)d U-. Re: 3220 Iris Ct., Wheat Ridge, CO Log # 202000567 Field Report FR2 Date of Inspection: July 27 2020 Present Jere Heavener Work Observed Reinforcing for the basement walls, counterforts and grade beams. Comments The reinforcing was sized and located in good conformance with the construction documents. Heavener Engineering, Inc. \\\\\\\N i� b R.. ", 19'267 Jere Heavener, P.E. %,Fcr`•°+•••s•• °•��` s®QMAV '��Il/lll i CITY OF WHEAT RIDGE Building Inspection Division ,. (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V'\A�\ Job Address: —,- 2 -Ip ,_j�, 5 C Permit Number: ,20d 1 I ft 5 z e, V9 A e) .) I i4 c en,( 1t n e e/ ❑ No one available for inspection: Time°r Y AM/PM yr, Re -Inspection required: 6s) No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co.uslinspection Date:_ _?- eZ cZ a Inspector: 4 - DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '> % %z Permit Number: ❑ No one available for inspection: Time '± AM/PM Re -Inspection required: Yes 'No' When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE HEAVENER ENGINEERING, INC 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@msn.com July 15, 2020 Lou Ficco C/O LouMar Entities 3650 Vance St Wheat Ridge, CO 3 ZZ o md, 's C � d_0 coo Uv `1 Re: 3220 Iris Ct., Wheat Ridge, CO Log # 202000567 Field Report FR1 Date of Inspection: July 15 2020 Present Jere Heavener Work Observed Reinforcing for pad and counterfort footings and forming for the continuous footings. Comments The reinforcing and the forming was in good conformance with the construction documents. Heavener Engineering, Inc. Digitally signed by )ere Heavener Date: 2020.07.15 16:34:21 -06'00' Jere Heavener, P.E. _;)Q s C � ,;) Qt�L o U 5 1 HEAVENER ENGINEERING, INC 1959 S. PEARL ST. DENVER, CO 80210 phone: 303-733-1962 e-mail: heistructures@msn.com July 14, 2020 Lou Ficco C/O LouMar Entities 3650 Vance St Wheat Ridge, CO Re: 3220 Iris Ct., Wheat Ridge, CO Log # 202000567 The north section of foundation wall is presently spanning from the basement level to the first floor level. The finish grading in the north portion of the foundation will allow for the foundation wall to be lowered to a minimum of 6 inches above finished grade. This leaves a wall of approximately 5 ft. in height above the footing, It is acceptable for the top of the wall to be lowered if the same reinforcing is applied as noted on Section A -S4 and two counterforts are added and positioned at one third points along the north wall. The counterforts shall measure 5 ft along the foundation wall and 3.6 ft out from the outside face of the foundation wall. A gap of 8 inches is to be left between the continuous footing and the counterfort footing for the installation of a perimeter drain. This gap for a foundation drain is to be used on all five counterforts. Three inch diameter schedule 40 adjustable pipe columns can now be used in place of the two beam pockets to support the two first floor beams that bear on the north wall. Heavener Enqineering, Inc. Digitally signed by Jere Heavener Date: 2020.07.14 11:23:46 -06'00' Jere Heavener, P.E. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'" Job Address: 7 2. D 71110: t c Permit Number: C (,j 00 nn si c 0Ai0 one available for inspection: Time AM/PM Re -Inspection required: 'es No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. uslinspection Date:) * W ' d u) � Inspector: DO NOT REMOVE THIS NOTICE } A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -0 ` V Job Address: 1zo -Se-NC. C_ Permit Number: ;) �` , . y v J ') U --,N e d( n ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: e No When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge.co. ueinspection Date: --I - 15 - d�2 &, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f Job Address: Permit Number: t F ❑ No one available for inspection: Time AM/pm r Re -Inspection required: Yes o - i When corrections have been made,a line at: http:Owww.ci.wheatridge.co.ueinsp _ c 'ons 6 ° ., City of Wheat Ridge Single Family - New PERMIT - 202000567 PERMIT NO: 202000567 :ISSUED: 06/16/2020 JOB ADDRESS: 3220 Iris Ct EXPIRES: 06/16/2021 JOB DESCRIPTION: Single family new home, with attached garage. Square feet: 2,719 *** CONTACTS *** FEES Total Valuation OWNER (303)263-0489 FICCO LOUIS J 2,412.83 Use Tax GC (303)863-0489 Lou/Mario Ficc:o 019638 Lou -Mar Construction SUB (303)944-1805 EDGAR VIRRUETA 180154 PRIMO ELECTRIC COMPANY SUB (303)210-9084 PAUL TRUDELL 020636 P&M PLUMBING INC. SUB (303)859-4212 RODNEY SIEGFRIED 150168 IMPACT HEATING & COOLING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 2,412.83 Use Tax 10,500.00 Permit Fee 3,712.05 Engin. Review Fee 150.00 ** TOTAL ** 16,774.88 *** COMMENTS *** PROJECT VALUATION: 500,000.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all kk applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, 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 Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. **Driveway must connect to Iris Ct and not neighboring lot (s) ** Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (loot) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved .landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this enmt. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinVice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Builhing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of wheat l d commum i -N' DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: pgrmits(a7ci.wheatridge.co.us FOR OFFICE USE ONLY I Date: PlamPermitl## c�z Plan Review Fee: Building Permit Application Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: - 3 a Property Owner (please print): ���� s F U C� Phone: 3c)'3_ ,;)6 Ocl? Property Owner Email:03C-1 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 3 6 5(D Uancc-, S4- _Cc. Jc. -A) City, State, Zip: ArchitectlEngineer: b('�:;dks i,U kJNlur� Architect/Engineer E-mail: Phone: O 3- — (E oo Contractor Name: LO v _ /tel a r e�)rt sS�r 41 ba City of Wheat Ridge License #: 0 (3,f? Phone: 'ac,)3- -�C 3 —©` f:2 Contractor E-mail Address: f , 4 co f For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: 30 -3 - CONTACT 03 -CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 551'43 �� Jy res �LkZce- on 32-2-0 C -4 - Sq. FULF 7 BTUs Gallons Amps _ Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ,5 do 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) (CONTRA Sip -nature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLN Reviewer: Kirk Money 5/19/2020 PUBLIC WORKS COMMENTS: DATE: OCCUPANCY CLASSIFICATION: R3 CONSTRUCTION TYPE: VB Reviewer. Building Division Valuation: $500,000 OK UrYoF Witr-A ` RIDGE BUILDING AND tNSPECTI{)N Sf;ItvfCl!.S DIvISIoN 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.28-55J 303.237.89129 Proof of Submission for Permitting/Pian Review [ a ' A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission farm from a required agency will not be accepted or processed. Date: t �� Project Address: ;y- r—t - Name of Firm/Individual submitting documents: Z© Project Type/Description: j, Y)1:1 /c— i C rn 1 > f Signature of Firm Representative or Individu DQ NOT WRITE - FOR AGENCY USE ONLY _ am a duly authorized representative of the agency indicated below and do, by my signature below. hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (please check one) Wheat Ridge Water District Consolidated Mutual Water District o Valley Water District n Denver Water Wheat Ridge Sanitation District Clear Greek Sanitation District Fruitdale Sanitation District e-� Westridge Sanitation District Other Agency Notes: ►-` `LI- - Signature: ——.:-- Date: (Agency Representative) "--,,F Wheatfqdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, Co 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: r� r� Project Address: Name of Firmllndividual submitting documents: Project Type/Description: Signature of Firm Representative or Y Indicated below and do,£ by my signature below herab a - am a duly authorized representative of the agency and approval of the project indicated above. y cknowledge receipt of documents necessary for review Agency =resented` (Please check one) o Wheat Ridge Water District ei, Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: May 28, 2020 Location: 3220 Ins Court ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a New Home - SFR located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: ✓ YesNo b. Site drainage/grading plan have been reviewed and are: ✓ OK RNOT OK; refer to stipulations. 2. Public Improvements required & to be completed withayes ct: a. street paving/patching: Yes ✓ No Completed b. curb & gutter: Yes ✓ NoCompleted c. sidewalk: Yes ✓ No Completed d. Other (specify): ADA Drive Cut No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: HYes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Mark Van Nattan Date 1ly 020.05signe29Y07n15:00n06'00. May 28, 2020 Signature Mark Van Nattan Date Stipulations: Re: red -lined Site Plan for stipulations. 6. 0 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. 7. V 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. Rev 04/2020 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: /L2 d �Zoning: l Lot Size: k 1 S GZ Property in the flood plain? Subdivision: sq. ft. Lot Width: ft. If yes, notify.PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/1) N 6 Related Cases: 1 ''n --� c�1�wa�� Va.r� �..� at\Ian"` AAA " S 1)rC_ T V&A C4-,06 rt—) Type of project (applicable survey conditions in parenthesis): EX and site plan Maximum Lot Coverage: % o sq. ft. (� Vc-A m� _t _ 'sting {{ <n�10��� H2 y'r Lo r. Y Improvements (footprints): Proposed Improvements (footprints): Hou sq. ft. House/addition: 4- l0 to s ft. q• coo�t Shed: Detached gaze sq. ft. sq ft. Shed: sq. ft Detached Garage: sq. ft. -&_� b- A-cc3 Other: sq. ft. Other'. sq. ft. Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage X/O Lot Coverage % Required Setbacks: FR ��� S l S r S k S R / Provided. Setbacks: FR 3 (D r S `V5 1 S— Z 5' R" V; t For additions. or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying i Maximum Height: ft. Proposed Height.`^ sq. ft. Proposed Size: Does the bulk plane apply? (Y/N) '�J If yes, does it meet on all sides (Y/1): FR S 5 R. _ (See 26-642 and 26-120.C.1— applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?Mi4 W%41_1 If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. 5ZAt:� -:s i v-, `'` 'Im <' Rev. 04/2017 Streetscape Conditions Does the permit result in any of the following conditions? LNonstruction of new roads El Platting of new lots ew development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area - existing floor area _ ) / existing floor area = _ _% increase If any box above is checked... For SF/DUPLEX—Is there existing brEwb 1>6utter '®5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access onditions (apply to all new driveways, garages, additions, or new homes/units) or one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. NIA -0 For all uses other than one and two family dwellings, no vehicle entrances or exits maybe closer than 25' to any property line, except when used as joint access for two or more lots. Iri residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. k Na"t ❑ One and two-family dwellings may have horseshoe driveways, provided. that the street accesses are afleast 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Lands aping Conditions (apply to additions and new dwelling units) : For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway _� / 70 = 2 _ (round up for required trees) Street trees required: Street trees provided: YV- S\*—**I �00% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Y(In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit1. Ili 0 Not approved as an independent dwelling unit. & k """` _N , V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: May 28, 2020 Location of Construction: 3220 Iris Court Purpose of Construction: New House - SFR Single Family JF71� Commercial El Multi -Family EL Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 TCRR� OY/�IfE Soils and Foundation Investigation Single Family Residences at 3205, 3210, 3220 and 3230 Iris Court Wheat Ridge, CO Loumar Entities 3650 Vance Street, Suite 1 Wheat Ridge, CO 80033-6296 city of Wheat Ridge Building Division May 14, 2013 15403 E. 17th Avenue, Suite E • Aurora, Colorado 60011 • Ph 303.463.9317 • fax 303 463 9371 Torradyne DEN, Inc. Soils and Foundation Investigation Single Family Residences at 3205, 3210, 3220 and 3230 Iris Wheat Ridge, CO Loumar Entities 3650 Vance Street, Suite 1 Wheat Ridge, CO 80033-6296 Terradyne Project No.: C131016 May 14, 2013 Terradyne, DEN Inc. 15403 East 17th Avenue, Suite E Aurora, Colorado 80011 303-463-9317 Fax 303-463-9321 Locations in Southern and Western United States TCR/ZAOYNC Engineers, Geologists 6 Environmental Scientists Engineering the Future Since 1995 John Gunter, RE (TX) Chief Engineer ICR rZ I e.A "Yl�IC Engineers, Geologists 4 Environmental Scientists May 14, 2013 Loumar Entities 3650 Vance Street, Suite 1 Wheat Ridge, CO 80033-6296 Attn: Mr. Lou Ficco Re: Soils and Foundation Investigation Single Family Residences at 3205, 3210, 3220 and 3230 Iris Court Wheat Ridge, CO Terradyne Project No.0 131016 Terradyne DEN, Inc. 15403 E. 17th Avenue, Suite E Aurora, Colorado 80011 Phone: 303.463.9317 Fax: 303.463.9321 www.terradyne.com As requested, Terradyne DEN, Inc. has completed the Soil and Foundation Investigation for the proposed construction. The attached report presents the results of the field investigation and laboratory testing and recommendations for foundation type, slab, bearing pressure and recommendations related to "the proposed construction. Terradyne appreciates and Wishes to thank you for the opportunity to be of service to you on this project. If we can be of additional assistance during the materials testing -quality control phase of construction, please contact us at (3 03) 463-9317. • Respectfully submitted, Terradyne DEN,..tn_c..:,;_ L I L C4 r`J 0 O . • ' ?,AV//VD O • •J 4542 ' Vinod Ravi �! AL N Branch Manag Copies: Above (2) Environmental Engineering 0 Geotechnical Engineering 0 Construction Materials Testing 0 Civil Site Design 0 Surveying h Table of Contents EXECUTIVE SUMMARY.........................................................................................................................................6 1.0 INTRODUCTION .........................................................................................................................................1 2.0 PROPOSED CONSTRUCTION..................................................................................................................1 3.0 PURPOSE AND SCOPE OF SERVICES...................................................................................................1 4.0 SITE CONDITIONS.....................................................................................................................................2 5.0 GEOTECHNICAL INVESTIGATION......................................................................................................3 5.1 FIELD TESTS AND MEASUREMENT......................................................................................................3 5.2 FIELD LOGS.................................................................................................................................................4 5.3 PRESENTATION OF DATA........................................................................................................................4 5.4 GENERAL SUBSURFACE CONDITIONS...............................................................................................4 6.0 ANALYSIS OF RESULTS...........................................................................................................................5 7.0 FOUNDATION RECOMMENDATIONS..................................................................................................5 7.1 SPREAD -TYPE FOOTINGS.......................................................................................................................5 7.2 SHALLOW FOUNDATION CONSTRUCTION GUIDELINES.............................................................6 8.0 SLAB -ON -GRADE CONSTRUCTION......................................................................................................7 9.0 LATERAL LOADS AND SUBSURFACE DRAINAGE...........................................................................8 10.0 DRAINAGE...................................................................................................................................................9 11.0 SITE PREPARATION................................................................................................................................10 12.0 SELECT STRUCTURAL FILL................................................................................................................10 TABLE 11-1 COMPACTION SPECIFICATIONS................................................................................................... 11 13.0 EXCAVATIONS.........................................................................................................................................11 14.0 SHORING....................................................................................................................................................11 15.0 LIMITATIONS............................................................................................................................................12 Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists FIGURES: SITE PLAN AND LOCATION OF EXPLORATORY BORING LOGS OF EXPLORATORY BORINGS GRAPHIC LOG SYMBOLS SUMMARY OF TEST RESULTS SWELL / CONSOLIDATION GRAPHS APEENDICES APPENDIX A- IMPORTANT INFORMATION ABOUT THIS REPORT APPENDIX B - TYPICAL FOUNDATION DRAINS DETAILS APPENDIX C -EARTHWORK RECOMMENDATIONS Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists EXECUTIVE SUMMARY The soil conditions at the site of the proposed Residences at 3205, 3210, 3220 and 3230 Iris Court, Wheat Ridge, CO, were explored by drilling four borings to the depth of 26 feet. Laboratory tests were performed on selected specimens to evaluate the engineering characteristics of various soil strata encountered in our boring. This report presents a description of subsurface conditions encountered at the site, recommended foundation systems, and design and construction criteria influenced by the subsurface conditions. It is based on data obtained from field investigations, laboratory test results and our previous experience. A summary of our findings and recommendations is presented below: • The subsurface conditions may generally be grouped into three different strata with similar physical and engineering properties. For detailed descriptions, the boring log provided at the end of this report. • Ground water seepage was not encountered in our borings during the time of our field exploration. However, ground water levels will fluctuate with seasonal climatic variations and changes in the land use. • Based on the results of the field investigation, we recommend using shallow spread footings to support the proposed Residences. • Allowable soil bearing pressure of 1,600 pounds per square foot (PSF) is recommended for the design of shallow spread -type footings for the structure bearing on undisturbed in- situ soils, founded at a minimum depth of 3 -feet below the lowest finished grade at the site for frost protection. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists • Care should be provided to prevent the drving out of soils during construction. Drving and subsequent wetting of the underlving clav and sandv clav soils may cause swelling and subsequent movement. • There is a low to moderate risk of slab movement at the proposed slab elevations when the slab is supported by the near -surface soils. Potential vertical movement to the order of 1'/z inch is anticipated at the project site. Non expansive compacted select structural fill may be used to reduce the risk of movement. A structural floor should be used if the risk of movement is not acceptable. Slabs supported on grade should be free to move vertically and not connected to the foundation system. • In order to minimize the chance for moisture infiltration into the foundation soils and limit the potential for movement of the foundations and/or slabs, positive drainage down and away from all foundation walls and the structure should be established and maintained at all times. • An exterior foundation perimeter drain is recommended below foundation elevations • Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists Page 11 1.0 INTRODUCTION This report presents the results of our geotechnical engineering investigation for the proposed single family Residences at 3205, 3210, 3220 and 3230 Iris Court, Wheat Ridge, CO. The object of this investigation was to evaluate the physical properties of the soils underlying the site to provide recommendations for foundation design, slab support, and related earthwork. 2.0 PROPOSED CONSTRUCTION It is our understanding that the proposed construction is four single family Residences with a full basement. The proposed construction will consist of concrete basement walls and wood frame construction above grade. Although foundation loads are unknown at the time of this report, it is anticipated that the structure will be relatively lightly loaded with column and wall loads on the order of 18 kips and 2 kips per linear foot, respectively. It is assumed that the basement elevations would approximately be at 8 feet below grade. Should designs details differ form those presented, this firm should be notified so we can provide additional recommendations, if required. 3.0 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the site's subsurface and ground water conditions and provide geotechnical engineering recommendations for the design and construction of the proposed Residences at proposed site. Our scope of services includes the following: 1) Drilling and sampling of four borings to a depth of 26 feet. 2) Evaluation of the in-place conditions of the subsurface soils through field penetration tests; Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 3) Observation of the ground water conditions during drilling operations; 4) Performing laboratory tests such as Atterberg limits, Percent Swell, gradations and moisture content; 5) Review and evaluation of the field and laboratory test programs during their execution with modifications of these programs, when necessary, to adjust to subsurface conditions revealed by them; 6) Compilation, generalization and analyses of the field and laboratory data in relation to the project requirements; 7) Preparation of recommendations for the design, and construction phase of the project; 9) Consultations with Prime Professional and members of the design team on findings and recommendations; and preparation of a written geotechnical engineering report for use by the members of the design team in their preparation of design and construction documents. The Scope of Services did not include any environmental assessment for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below or around this site. Any statements in this report or on the boring log regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. 4.0 SITE CONDITIONS The site consisted for three contiguous lots 3210, 3220 and 3230, and 3205 on the west side of iris court. The site was covered by vegetation. The terrain was rolling. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 3 5.0 GEOTECHNICAL INVESTIGATION Subsurface conditions were investigated by drilling four exploratory borings to depth of 26 - ft, from the existing grade at the locations indicated on the Site Map. The borings were advanced using a 4 -inch diameter continuous flight auger powered by a CME -45 drilling rig. Samples were taken at selected intervals using a California ring sampler, which was driven into the soil by dropping a 140 -pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock encountered. The results of the penetration test and log of materials encountered are presented in the Logs of Exploratory Boring. Samples were returned to the laboratory where they were visually classified and testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of moisture and density determinations, and gradation tests. The results of the laboratory testing are also presented in this report. 5.1 FIELD TESTS AND MEASUREMENT Water Level Measurements - Water level observations were made during the boring operations and the result is noted on the boring log. In relatively pervious soils, such as sandy soils, the indicated elevations are considered reliable ground water levels. In relatively impervious soils, the accurate determination of the ground water elevation may not be possible even after several days of observation. Seasonal variations, temperature and recent precipitation may influence the levels of the ground water table and volumes of water will depend on the permeability of the soils. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 4 5.2 FIELD LOGS A field log was prepared for the boring. The log -contained information concerning the boring method, samples attempted and recovered indications of the presence of various materials such as silt, clay, gravel or sand and observations of ground water. It also contained an interpretation of subsurface conditions between samples. Therefore, this log included both factual and interpretive information. 5.3 PRESENTATION OF DATA The final log represents our interpretation of the contents of the field logs for the purpose delineated by our client. 5.4 GENERAL SUBSURFACE CONDITIONS The subsurface conditions may generally be grouped into three different strata with similar physical and engineering properties as per the boring log provided at the end of this report. Ground water seepage was not observed in our borings during drilling operations. Ground water levels will fluctuate with seasonal climatic variations and changes in land use. It is not unusual to encounter shallow ground water during snow melt or during or after periods of precipitation. The surface water tends to percolate down until it encounters a relatively impervious layer. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 5 6.0 ANALYSIS OF RESULTS The recommendations presented in the following pages are based on the data obtained from our field and laboratory tests, our past experience with geotechnical conditions similar to those at this site, and our engineering design analysis. The type and depth of foundation suitable for a given structure primarily depends on several factors: the subsurface conditions, the function of the structure, the loads it may carry and the cost of the foundation. Additional considerations may include acceptable performance criteria set by the owner, architect, or structural designer with respect to vertical and differential movements which the structure can withstand without damage. Based on the above mentioned conditions, the engineering design analysis considered, shallow spread type footings to support the proposed structure. 7.0 FOUNDATION RECOMMENDATIONS 7.1 SPREAD -TYPE FOOTINGS Shallow spread -type footings founded in undisturbed in-situ soils, bearing at minimum depth of 3 -feet below the lowest finished grade, in conjunction with the recommended site preparation and moisture protection provisions, can be used to support these proposed structure. An allowable soil bearing pressure of 1,600 pounds per square foot (PSF) is recommended for the design of shallow spread -type footings bearing on undisturbed in-situ soils, founded at a minimum depth of 3 -feet below the lowest finished grade at the site (or that required by local jurisdiction; whichever is greater) for frost protection. A minimum dead load of 800 PSF should be maintained on all footers to reduce the risk of movement. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 6 In order to minimize the sensitivity of the structure to differential movement, the footings and walls should be reinforced to allow for a degree of load re -distribution should a localized zone of the supporting soils become saturated. Stem walls should either be positively separated from the floor slabs or reinforced to prevent cracking at the slab stem wall interface. 7.2 SHALLOW FOUNDATION CONSTRUCTION GUIDELINES Significant moisture increase in the in-situ soils could create additional and/or excessive movements in the site. Accordingly, the site drainage and moisture protection provisions, recommended in this report are critical design considerations. Prior to placing concrete, all bearing surfaces must be cleared of all loose material. Disturbed material may only be re -compacted with guidance from, and after contacting this office. To verify the soil conditions and soil bearing capacity, it is required that an open hole observation be performed. The entire excavation must be dug down to final grade prior to the observation. If potentially expansive clay, deleterious material, or other unsuitable conditions are found, additional over -excavation of some or the entire site may be required — replacing inadequate soils with acceptable materials. Revised foundation recommendations — such as the use of drilled piers — may also be required. Please call to schedule this inspection. Ensure that the requirements contained herein are reflected in any construction plans developed for this site. Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists 8.0 SLAB -ON -GRADE CONSTRUCTION The Slab Performance Risk at this site is judged to be low. However, it must be understood, that changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential vertical movement to the order of 1 '/z inch is anticipated at the project site. Non expansive compacted select structural fill may be used to reduce the risk of movement. However, if some movement of a slab is not acceptable, the proposed structure should be constructed utilizing a structural floor system, rather than a slab. Should the owner elect to accept the risks of expansive / consolidating soils and the effects they may have on slabs, the following measures have been shown to be helpful when constructing slabs. The following information however, must not be construed as an approval to construct slabs—on—grade. Slabs should bear on proof -rolled and re -compacted materials. A proof -roll of the subgrade shall be observed by the geotechnical engineer's representative. They must not bear on gravel or other materials which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non -expansive imported materials. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index between 10 and 15 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / Terradyne DEN, Inc. Engineers, Geologists & Environmental Scientists For: Lou Ficco, Lou -Mar Entities 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Phone: (303) 263-0489 Email: LouFicco@Gmail.com Notes: Whole House Exhaust Fan in Laundry Room With Transfer Grillesto Meet 105 CFM Requirements. Design e e Weather: Denver Stapleton Intl AP, CO, US 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 grAb Heating Summary Structure 46938 ON SITE PLANS Ducts 0 Btuh ProectSumma MUST BE ON SITE FOR INSPECTION Job: 32201risCt. J Enure House ALL Frei are Date: By April m, M20 Joe Colburn 125AuthorityAir Designs, LLC. Subiectto Fieldlnspections Plan: Model 6668 W. 95th Place, Weslml te:, C086621-6422 Phone: V20)3548105 Email:Joe@ANhotllyAlrmm Web: ,,,pxAhrhorltyAlrcom Btuh Construction quality Fireplaces For: Lou Ficco, Lou -Mar Entities 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Phone: (303) 263-0489 Email: LouFicco@Gmail.com Notes: Whole House Exhaust Fan in Laundry Room With Transfer Grillesto Meet 105 CFM Requirements. Design e e Weather: Denver Stapleton Intl AP, CO, US 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 grAb Heating Summary Structure 46938 Btuh Ducts 0 Btuh Central vent (105 cling) 6656 Btuh Outside air nH20h n H2O Humidification 4581 Btuh Piping 0 Btuh Equipment load 58175 Btuh Infiltration Equipment Total Load (Sen+Lat) Method Simplified Btuh Construction quality Fireplaces Tight 2 ton Cooling Equipment Summary (Tight) He 54N674 Cooling Area le Volume 36442 3442 Air changesfiour 0.11 0.05 Equiv.AVF(clrn) 68 30 Heating Equipment Summary Make Carrier Trade Comfort95 Single -Stage -ECM Model 59SC5 B100E21-20 AHRI ref (Derafion=0.792) 011 FUE �i�Cittyof heat� 3tuh 3Ftuh VV C eeiTY DEVELOPMENT ,IF APPROVED nH20h n H2O Reviewed for Code Complianee Kirk Money 5/19/2020 Sensible Cooling Equipment Load Sizing Structure 23461 Btuh Ducts 0 Btuh Central vent (105 cling) 1502 Btuh Outside air 34600 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swingg mulfipptier 0.96 Equipmentsensibleload 23915 Btuh Latent Cooling Equipment Load Sizing Structure 421 Btuh Ducts 0 Btuh Central vent (105 cling) -2000 Btuh Outside air 34600 Btuh Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 23915 Btuh Req. total capacity at 0.85 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade Comfort 13 Seer -Single Stage Cond 24ABB336A Coil CNPVP4821AL AH RI ref 9165750 Efficiency 11.0 EER, 13 SEER Sensible cooling 29410 Btuh Latent cooling 5190 Btuh Total cooling 34600 Btuh Actual airflow 1500 cfirt Airl owfactor 0.064 ctrn/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 1.00 City of Wheat Ridge Plans Examiner Date yACCAto meet all requirements of Manual J Bth Ed. Building Division VNtllvat oermn: lMirsWd[a/apbaawor "aMafaNasaKrJlmtbp 2828 -Aar 8888/281 arrENmaatalgN NONrot to a arrmt/a; tlm opyol or, papaw to 018 PSU18198 Pa 1 a mratwap 4 me auMMa ox, or q W dayareaxo. wmtla 2oorrzrea N se P'e+a^eaArogM leg'" 1e✓ -1xaaodwAea`eant aflM MYWng mdn waMaramnanmo/Me Otl'anox rot 4 raA% 1,111161 AEDAssessment o le.. R- Entire House �W AuthorityAir Designs, LLC. 6668 W.95NPIare Wesml terC086621-6422 Phone: V20)3548105 EmalllJoe@ANhorllyAlreom Web: rvorvArthorltyAlreom Job: 3220 Iris Ct. Date: April 08, 2020 By Joe Colburn Plan: Model For: Lou Ficco, Lou -Mar Embes 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Phone: (303) 263-0489 Email: LouFicco@Gmail.com Design e Location: Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature (T) 70 75 Elevation: 5285 ft Design TD (F) 70 16 LafiWde: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 34.4 -34.0 Dry bulb (T) 0 91 Infiltration: Daily range (T) - 27 (H ) Wet bulb (F) - 60 Wind speed (mph) 15.0 7.5 ao.,Ho1sa.e Maximum hourly glazing load exceeds average by 15.3%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh City of t -Il wn•rghy9p{t• 2.15Apr6866:12. ir RIgim SUAe® Universal 261919018 PSU18198 ACOA.. mnlesa2an vlsaCoo-Mar-322➢msarup Cam—WE rrom000rraresN Building DPMbn Building Analysis dUTaoRITYAIX- Entire House oealaxa HVAC AuthorityAir Designs, LLC. 6663 W. 95NPIace, Weslml terC036621-6422 Phone: V20)3548105 Email.Joe@ANhotllyAlrcem Web v,,,00ANhortyAlreom Job: 3220 Iris Ct. Date: April 08, 2020 By Joe Colburn Plan: Model For: Lou Ficco, Lou -Mar Entities Btuh %of load Walls 3.9 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Glazing 21.0 11253 Phone: (303) 263-0489 Doors 14.0 616 1.1 Email: LouFicco@Gmail.com 1.4 3958 6.8 Floors Design r 10.1 Infiltration Location: 4294 Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature ('F) 70 75 Elevation: 5285 ft 0 Design TD (°F) 70 16 Latitude: 40°N Ventilation Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 34.4 -34.0 Dry bulb (°F) 0 91 Infiltration: Dailynar °F) - 27 ( H ) Method Simplified Wetbulb(° ) - 60 Construction quality Til Wind speed (mph) 15.0 7.5 Fireplaces 2(light) Component Btuh/0` Btuh %of load Walls 3.9 20938 36.0 Glazing 21.0 11253 19.3 Doors 14.0 616 1.1 Ceilings 1.4 3958 6.8 Floors 2.1 5880 10.1 Infiltration 1.2 4294 7.4 Ducts 0 0 Piping 0 0 Humidification 4581 7.9 Ventilation 6656 11.4 Adjustments 0 Total 58175 100.0 Component Btuh/0` Btuh %of load Walls 0.7 3698 14.8 Glazing 25.4 13607 54.5 Doors 4.7 208 0.8 Ceilings 1.0 2663 10.7 Floors 0 0 0 Infiltration 0.1 434 1.7 Ducts 0 0 Ventilation 1502 6.0 Internal gains 2850 11.4 Blower 0 0 Adjustments 0 Total 249631 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.053 Btuh/ft--°F Data entries checked. City of z -„i} wrightsoft- wKest6"A@� Rlgh-Sul1e®Unlversal261919➢13 PSU18193 n1AItP8220 Itls QlLoo-Mar 3220Ibs Ctrup Calc=Ml3 Fronl Doorfaces N Building Division Component Constructions Job: 3220 Iris Ct. M Date: April 03, 2(120 R- Entire House By Joe Colburn 0 10x8 Plan: Motlel9 HVAC AuthorityAir Designs, LLC. 6668 W. 95th Place, Westminster CO 80021 6422 Phone: F20) 3548165 Email.Joe@ANhohlyAlrmm Web: o,oreANhoblyAlrmm Project Information For: Lou Ficco, Lou -Mar Entities 3650 Dance St. Suite #1, Wheat Ridge, C080033 Phone: (303)263-0489 Email: LouFicco@Gmail.com Design e Location: Indoor: Heating Cooling Denver Stapleton Intl AP, CO, US Indoor temperature ('F) 70 75 Elevation: 5285 ft Design TD (°F) 70 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 34.4 -34.0 Dry bulb (°F) 0 91 Infiltration: Daily range (°F) - 27 (H ) Method Simplified Wet bulb ('F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2(Tight) Construction descriptions Or Area U -value InsulR HI FPPM Loss Clg Hi Gain 11 B1ural !1' -Petro shop isuh Blultifl' isuh Walls STDBasementWall -R-15- Draped .8" Below Grade Concrete n 105 0.043 150 314 329 013 13 Wall ,R-15 Draped Insulation, Vinyl ne 37 0.043 150 314 117 013 5 e 172 0.043 150 314 539 013 22 se 38 0.043 150 314 119 013 5 s 186 0.043 150 302 563 002 3 w 221 0.043 150 314 692 013 28 all 758 0.043 150 3.11 2358 010 76 STD -Basement Wall-R-19-Framed.8" Below Grade Concrete Wall, n 444 0.045 190 321 1424 006 25 25,6 Walls R-19 Cavity Insulation 1/2" Gypsum Board Finish ne 31 0.045 190 332 102 014 4 e 398 0.045 190 332 1322 014 54 se 31 0.045 190 332 102 014 4 s 382 0.045 190 332 1270 014 52 w 425 0.045 190 326 1387 008 36 all 1710 0.045 190 328 5606 010 176 STD -Frame -R-20S Succo End 1/2 Wood Shth, 2k 6"Dun Wall ,R-20 n 697 0.064 200 448 3119 119 829 Cavity Insulation, 1/2 Gypsum Board ne 55 0.064 200 448 245 119 65 e 601 0.064 200 448 2691 119 715 se 55 0.064 200 448 247 119 66 s 761 0.064 200 448 3405 119 905 w 729 0.064 200 448 3266 119 868 all 2897 0.064 200 448 12974 119 3447 Partitions (none) Windows U 30 SHGC 30. U 30 SHGC 30- Windom¢; NFRC rated (SHGC-0 30)', 8 n 40 0.300 0 21 0 840 105 422 Ithead ht w 20 0.300 0 210 420 331 661 all 60 0.300 0 210 1260 181 1083 City of Wheat Ridee wrrghY9O$• 2626 -Apr 6e 66'1261 77RIgNSune®Unmersal261919A1e RBU18198 Building Diwslo 1 runies870 Iris clloo-Mar-322➢Ibs Ctrup Calc—W8 From DoorhcesN U-30 SHGC-30: U-30 SHGC-30 - Windows; NFRC rated (SHGC=0.30); n 40 0.300 0 21.0 840 10.5 422 10 ft head ht ne 36 0.300 0 21.0 756 23.4 842 e 110 0.300 0 21.0 2310 33.1 3636 se 36 0.300 0 21.0 756 28.3 1020 s 20 0.300 0 21.0 420 17.0 340 w 114 0.300 0 21.0 2391 33.1 3763 all 356 0.300 0 21.0 7473 28.2 10023 U-30 SHGC-30 SLG: U-30 SHGC-30 - SLG Door; NFRC rated n 48 0.300 0 21.0 1008 10.5 506 (SHGC=0.30); 10 ft head ht a 48 0.300 0 21.0 1008 33.1 1587 all 96 0.300 0 21.0 2016 21.8 2093 U-30 SHGC-30 GD: U-30 SHGC-30 - Glass Door; NFRC rated s 24 0.300 0 21.0 504 17.0 408 (SHGC=0.30); 10 ft head ht Doors Exterior Door: Exterior Wood Door w 44 0.200 5.0 14.0 616 4.72 208 Ceilings STD -Attic CLG - R-49: Attic Ceiling, Asphalt Shingles, R-49 Ceiling 2737 0.021 49.0 1.45 3958 0.97 2663 Insulation, 1/2" Gypsum Board Floors STD - Basement Floor: 4" Concrete Below Grade Basement Floor 2737 0.031 0 2.15 5880 0 0 City of Wh�pepat Ridge ..rtities�32201ris Cl ouMa Pogo Sute® Uriversal 2019 19.0.18 RSU18198 �D 1ItllQ �I Pzg 2D _ wrigNtSo ACCP.. `L -3220 IrisCt.np Calc=MJ8 FrortDoorfaces: N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95th Place, Weslml terC080021-6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Emm House IN, Bedroom 1 2 Running FeetioE posedWall 5669 R 361 R 3 Ceiling Htfl) and GroWWaIIAea(SgFg 105 R 176179 R 90 R 6993 R 4 Room Dimensions IN) and Floor Plan Area SRI) 54748 to 1Ox2191R 2191 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 63860 R 0 2922 R Typeof Cant, Panel Hi Area or FWh Area or FWh E9ovre Number Faros Length Length Hug. CIg. Healing 9Cg L -Cg Healing 9Cg L -Cg 6 wall STD-FaW.rnen[VVall n 314 013 105 329 13 0 0 0 VL STD-BaWsnwtWall 321 0016 484 1424 25 144 387 0 LG U30 SHGG30 2190 1055 40 840 422 20 420 211 V[�Glaz STD -Frame-A20S 448 119 785 3119 829 0 0 0 11 U30SHGG30 n 2190 1055 40 840 422 0 0 0 laz 1130 SFGG30 SIS n 2190 1055 48 1008 598 0 0 0 Wall STD-FaW.rnen[VVall ne 314 013 37 117 5 0 0 0 Wall STD-FaW.rnen[VVall ne 332 014 31 102 4 0 0 0 Niall STD -Frame-A20S 448 119 91 245 65 0 0 0 L—G U30 SHGc30 ne 21010 2339 36 756 842 0 0 0 Wall STD-FaW.rnen[VVall e 314 013 172 539 22 0 0 0 Wall STD-FaW.rnen[VVall e 332 014 398 1322 54 0 0 0 STD -Frame -A20S e 448 119 759 2691 715 0 0 0 laz U3SHGc30 e 2100 3306 110 2310 3636 0 0 0 LL30 SFGG30 SIS e 2190 3398 48 1008 1537 0 0 0 Wall STD-FaW.rnen[VVall ad 314 013 38 119 5 0 0 0 Wall STD-FaW.rnen[VVall ad 332 014 31 102 4 0 0 0 Niall STD -Frame-A20S 448 119 91 247 66 0 0 0 `G U30 SHGG30 ad 2190 2834 36 756 1020 0 0 0 Nhll STD-EaWsnwfvVall 3012 0012 266 563 3 0 0 0 `G U30 SHGG30 s 2190 1698 20 420 340 0 0 0 Wall STD-FaW.rnen[VVall s 332 014 382 1270 52 51 170 7 Nhll STD -Frame-A20S 448 119 785 3405 905 0 0 0 �G U30 SHGG30 G6 s 2190 1698 24 587 408 0 0 0 Wall STD-FaW.rnen[VVaII 314 013 221 692 28 0 0 0 Nhll VL—ClU30 STD-EaWsnen[VVall 326 098 445 1387 36 129 430 18 SHGG30 w 2190 3398 20 420 881 0 0 0 STD -Frame-A20S 448 119 887 3288 868 0 0 0 laz LL30 SFGG30 2190 3398 114 2391 3763 0 0 0 Door Exterior Door w 1460 472 44 616 208 0 0 0 Cal STD -AWCCLG-R- - 145 097 2757 3953 2663 0 0 0 For STD-FaWment Fleer - 215 000 2787 5880 0 219 471 0 Infiltration Heating Load (El 911 4284 42 Effect WAR WAR 12 Sensible Land(FWh) ACH 100 434 001 4 065 LatentLand (FWh) 579 Internal omipamsa[ 230 and 200 FWh 5 1150 1000 1 230 200 b Shenano number 1700 0 13 c DOaulfAdiu`imen6 Is d CusnrnAppiances 0 0 0 0 e Plan 0 0 14 SLbfabls Sum1mes6Pmgghl2 46938 23461 421 19201 417 Dud EHLF&E9F 0 0 0 0 0 0 15 Loads LG g 1 g 16 Vendabon Loads Veri 1 105 1 EChn 105 6656d24963 2600 17 Water Humidifidhan Load Ga/Day 119 4581 18 Piping Land 0 19 Passer Heat 26 AEDEmu9on& LatentMoiAlre MigrAon Load 53 21 To[alLand Sum lines l 3Dmggh 19 58175 0 1926 417 Calculations approved bvACCAto meet all requirements of Manual J 8[h Ed. City of -rte wrrane`ems- Fron262N�lhisatl&Idge leap, as M®llnlvensa 9➢18RS1118198 Page1 n1111tS422fI lbs QtLoo-Man-32201 Ins drup Ctrup Calc=M18 Fnonl Ooonhce5 N Building Division Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom DnBet, 1 DnWC1 2 Running Feet E9osed Wall 5e R 47 R 3 Ceiling Htfl) and GroWwallAma(SgFg 49 R 2993 R 49 R 3971 R 4 Room oimetsons(R) and RoorPlanArea SRI) 56x106t 588 R 109x628 e73 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 783 R 0 887 R Typeof Cant, Panel Hi Area or EWh Area or EWh E9osure Number Faros Length Length Hta. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-EaW.rnent Wall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 006 50 100 ] 0 0 0 LG U30SHDc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHDc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHDc30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 L—G U30SHDc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SHDc30 e 2190 3398 0 0 0 0 0 0 LL30 SFGG30 SLG e 21110 3318 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall A 20Sl ST0. 2➢S 44e 114 0 0 0 0 0 0 �G HGCe30 30TD SHGcaO 21 00 2002 0 0 0 0 0 0 VL SU Vail 0 0 0 0 0 0 �G U 30 SH Cs 30 S1GG30 1 00 2190 692 1898 0 0 0 0 0 0 Wall STD STD -Frame 332 014 0 0 0 0 0 0 VLSTD -Fa A 20Sl 44e 118 0 0 0 0 0 0 �G Ce30 G11s 30TD S1GG30 G0 2190 1898 0 0 0 0 0 0 Wall SU STD-EaW.rnen[VVall 316 013 0 0 0 0 0 VL STD Vail 329 0 0 0 42 140 0 6 �G U30SH Cs30 S 21 00448 306 33110 0 0 0 0 0 0 STD STD -Fa 11s race 44e 116 0 0 0 0 0 0 I Ce30 LL30orpoor 0 3398 0 0 0 0 0 0 r Exterior Door 14021 1490 472 0 0 0 0 0 0 - 145 000 0 0 0 0 0 For ForSTD-Ameame srD-eaW,nenfRoor - v5 ono Se 6 tae o e3 145 0 Infiltration Heating Load (El 911 6 Effect WAR WAR 12 Sensible Land(EWh) ACH 000 1 000 095 LatmlLand (EWh) Internal a omlpantsa[ 230 and 200 Fund 0 0 0 0 0 b Ssnano number 0 T29O6 13 c DecaultAdiu`iments d CusnmAppiances 0 0 0 e Plante o0 14 SLbmfals Sum1mes6Pmughl2 244 ] Dud EHLF&E9F 00 0 0 15 Loads LG g 1 g 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidiereton Load Ga/Day 119 18 Piping Land 14 Passer Heat 29 AEDEmu9on& LatentMolAlre MigrAon Load -1 -1 21 Local Land Sum lines l 3mmugh 14 299 ] 290 6 City of Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Wheat Ride w�lyM1lseR- 2828 -Apr 0800:1201 RIrisCtNog 1 Caleetsal O From Doe19 19 0 851118198 Building �IVI5R9&e2 n1111tS42211165Q1Loo-Mao- 322111ns Ctrup Calc=M18 Fmnl OoothceSN Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6663 W. 95NPIace, Westminster C080021 6422 Phone: V20)3548105 Email.Joe@ANnoridAlrcem Web: PooevANnordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom DnBet, 2 onWC2 2 Running Feet E9osed Wall 55 R 75 R 3 Ceiling Ht(R) and GroWwallAma(SgFg 49 R 2891 R 49 R 2644 R 4 Room Dimensions IN) and Floor Plan Area SRI) 55xl061[ 581 D ]5x]28 539 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 ]]5 R 0 719 R Typeof Cont, Panel Hi Area or Emh Area or Emh E9osure Number Faros Length Length Hta. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-EaW.rnent Wall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 090 50 165 ] 03 224 9 LG U30SHDc30 2190 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 443 119 0 0 0 0 0 0 11 �Glaz U30SHDc30 n 2190 1055 0 0 0 0 0 0 laz U30 SHDc30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 443 119 0 0 0 0 0 0 L—G U30SHDc30 ne 2190 2339 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 443 116 0 0 0 0 0 0 laz LL30SHDc30 e 2190 3390 0 0 0 0 0 0 1130 SFGG30 SLG e 21110 3313 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall ST0. A 20Sl 2➢S 44e 114 0 0 0 0 0 0 �G HGCe30 30TD SHGcaO 2192 28R4 0 0 0 0 0 0 VL SU Vail 392 0 0 0 0 0 0 �G U30SH Cs30 S1GG30 2192 692 1093 0 0 0 0 0 0 Wall STD STD -Frame 332 014 0 0 0 0 0 0 VLSTD -Fa A 20Sl 44e 118 0 0 0 0 0 0 �G Ce30 G11s 30TD S1GG30 GO 2190 1093 0 0 0 0 0 0 Wall SU STD-EaW.rnen[VVall 314 013 0 0 0 0 0 0 VL Vail 326 093 0 0 0 0 0 0 �G USTD 30SH Cs30 S 2190 a119 0 0 0 0 0 0 STD STD -Fa race 11s 44e 116 0 0 0 0 0 0 I Ce30 1130orpoor 2190 3390 0 0 0 0 0 0 r Exterior Door w 1460 472 0 0 0 0 0 0 - 145 000 0 0 0 0 0 ForSTD-Ameame For STD-EaWsnen[Flmr - 215 292 53 125 0 54 6 112 0 Infiltration Heating Load(EWM1) 911 6 4 Effect WAR WAR 12 Sensible Land Ftuh) ACH 090 1 090 1 065 LatentLand Ftuh) Internal a omlpantsa[ 230 and 200 Emh 0 0 0 0 0 0 b Ssnano number 0 0 13 c DOaultAdiu`imen6 d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subdues Sum1mes6Pmughl2 296 ] 349 4 Dud EHLF&E9F 0 0 0 0 0 0 15 Load LG 0 1 0 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter HumidiereAon Load Ga/Day 119 13 Piping Land 14 Passer Heat 26 AEDEmuston& LatentMoiAlre MigrAon Load -1 -1 21 Local Land Sum lines l 3mmugh 14 290 ] 349 9 Lily OT Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Wheat Ridge wrrynesere- y026&�pp PB 661261 RIgsCtrun Cale-lsal O From19 0 18 Doeracea 193 eui)dmg UIV151O11a be3 n1111tS42211165Q1Loo-Mao- 322111ns Ctrup Calc=Ml3 Ronl0oo1hce5N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Weslml terC080021-6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom IN, Bedroom 2 IN, Billiards 2 Running FeetNE posedWall 293 R 336 R 3 Ceiling Htfl) and GroWwallAma(SgFg 41 R 6716 R 41 R 13264 R 4 Room Dimensions IN) and Floor Plan Area SRI) 1Ox2364ft 2364 R 1Ox6048R 6043 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 3152 R 0 8964 R Typeof Cant, Panel Hi Area or BWh Area or BWh Elovre Number Faros Length Length Hug. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VNall STD -EaWw Basement 321 006 155 422 0 18 60 2 LG U30SHGc30 n 2100 1055 20 420 211 0 0 0 V[l STD -Frame -A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHGc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHGc30 SLG n 2110 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 0 0 0 0 0 0 L—G U30SHGc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 114 578 15 0 0 0 STD Frame30 20S 446 116 0 0 0 0 0 0 laz LL30SHGc30 e 2110 3316 0 0 0 0 0 0 LL30 SFGG30 SLG e 21110 3316 0 0 0 0 0 0 Wall 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall D-BaWse 332 014 0 0 0 0 0 0 Niall ST0. 2➢S STDA20Sl 446 114 0 0 0 0 0 0 �G HGCe30 30TD SHGcaO 21 00 28R4 0 0 0 0 0 0 VL SU Vail 0 0 0 0 0 0 �G U 30 SH Cs 30 S1GG30 2160 1 00 1818 698 0 0 0 0 0 0 Wall D-BaWse STD 332 014 0 0 0 75 240 10 VLsTG-Fame-R-211s STDA20S 446 118 0 0 0 0 0 0 �G 30TD S1GG30 GG 2110 1818 0 0 0 0 0 0 Wall SU 314 013 0 0 0 0 0 0 VL STD-BaW.rnen[VVall Vail 326 0 0 0 219 420 4 `G S U 30 SH Cs 30 21 00448 306 x119 0 0 0 20 420 661 STD Frame 11s sTG-Fa 446 116 0 0 0 0 0 0 I Ce30 LL30orpoor 0 3316 0 0 0 0 0 0 r ExteriorDoor1410 14021 472 0 0 0 0 0 0 - 145 0W 0 0 0 0 0 0 ForSTD-Ameame For srG-eaWmentRnnr - 2 15 ono 236 Soe o 695 1266 o Infiltration Heating Load (Fund) 611 35 39 Effect WAR WAR 12 Sensible Land(BWh) Aa1 001 4 001 4 915 LatenfLoad (BWh7 Internal omlpanGat230and200BWh 1 230 200 0 0 0 b Ssnano number 0 0 13 c GOaultAdiu`imen6 Is d CusnmAppiances 0 0 0 0 e Plante 0 0 14 SLbfabls Sum1mes6Wmgghl2 1762 408 2938 918 Dud EHLF&E9F 0 0 0 0 0 0 15 Loads LG g 1 g 16 Venfilabon Loads Veri 1 105 1 EChn 105 17 Winter HumidiereAon Load Ga/Gay 111 18 Piping Land 14 Passer Heat 21 AEDEmu9on& LatentMoiAlre MigrAon Loatl52 233 21 Local Land Sum lines l 3Wmggh 14 1782 408 2938 918 City of Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Wheat Ride 'r - 2828 -Apr 0800:1201 RIrisNNog 1 Cale -rsOal From19 Doeracea 0 18 N98 Building DiIPd�IOp n1111tS42211165Q1Loo-Mar-322111ns Ctrup Calc=M18 Front Ooorhce5 N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95th Place, Westminster C080021 6422 Phone: V20)3548105 Email.Joe@ANhoridAlrcem Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom DnPomer DnWC 2 Running Feet E9osed Wall 147 R 52 R 3 Ceiling Htfl) and GroWwallAma(SgFg 49 R 2644 R 49 R 22113 R 4 Room oimetsons(R) and RoorPlanArea SRI) 76x718 539 R 52x71R W9 R 5 CelfingSope(Deg) and Gross Ceiling Area SR) 0 713 R 0 443 R Typeof Cant, Panel Hi Area or EWh Area or EWh E9osure Number Faros Length Length Hta. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-EaW.rnent Wall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 006 0 0 0 0 0 0 LG U30SiDc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SiDc30 n 2100 1055 0 0 0 0 0 0 laz U30 SFGG30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 L—G U30SiDc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SiDc30 e 2190 3398 0 0 0 0 0 0 LL30 SFGG30 SLG e 21110 3318 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall A 20Sl ST0. 2➢S 44e 114 0 0 0 0 0 0 �G HGCe30 30TD SHGcaO 21 00 28R4 0 0 0 0 0 0 VL SU Vail 0 0 0 0 0 0 �G U 30 SH Cs 30 S1GG30 1 00 2190 692 1898 0 0 0 0 Wall STD STD -Frame 332 014 88 6 226 40 156 6 8 VL STD Frame A20Sl 448 118 0 0 0 0 0 0 0 �G 30TD S1GG30 G0 2190 1898 0 0 0 0 0 0 Wall SU STD-EaW.rnen[VVall 316 013 0 0 0 0 0 0 VL STD Vail 326 04 213 0 0 0 �G U30SH Cs30 S 21 00448 306 a119 0 0 0 0 0 0 0 race STD -Fa STD 11s 44e 116 0 0 0 0 0 0 I Ce30 LL30orpoor 0 3398 0 0 0 0 0 0 r Exterior Door 14021 1460 472 0 0 0 0 0 0 - 145 000 0 0 0 0 0 For ForSTD-Ameame srD-eaW,nenfRoor - v5 ono 54 6 ne o w 1e o Infiltration Heating Load(Emh) 911 17 6 Effect WAR WAR 12 Sensible Land(EWh) ACH 000 2 000 1 065 LatmlLand (EWh) Internal a omlpantsa[ 230 and 200 Fund 0 0 0 0 0 0 b Ssnano number 0 0 13 c DOautAdiu�en6 d CusnmAppiances 0 0 0 0 e Plants 0 0 14 SLbmfals S,m1mes6Pmughl2 001 20 0 0 Dud EHLF&E9F 0 0 0 0 0 0 15 Load ELG g 1 g 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter HumidiereAon Load Ga/Day 119 18 Piping Land 14 Passer Heat 26 AEDEmutron& LatmtMolAlre MigrAon Loadd2O -1 21 Local Land Sum lines l 3mmugh 14 881 0 0 City of Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Wheat Ridge -rw - 2828-Apr08001201 RI1,1 SUAe® Universal 201919018 RSU18198 BW idlngONlslon n1111ePPA211rIS cl Loads r 3220 Iris Ctrun Cale -WO Front Doe t face aN Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95NPIace, Westminster C080021 6422 Phone: V20)3548105 Email.Joe@ANnoridAlrcem Web: PooevANnordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom OnMedr OnErdW 2 Running Feet E9osed Wall 0 R 223 R 3 Ceiling Htfl) and GroWWd IAma(SgFg 40 R 3735 R 40 R 5591 R 4 Room Dimensions IN) and Floor Plan Area SRI) 93x1091[ 1973 R 1gx222.4R 2224 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 1431 R 0 2966 R Typeof Cont, Panel Hi Area or BWh Area or BWh E9ovre Number Faros Length Length Htg. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-EaWsnwtWall 321 066 0 0 0 0 0 0 LG U30SHGc30 2160 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 440 119 0 0 0 0 0 0 11 �Glaz U30SHGc30 n 2160 1055 0 0 0 0 0 0 laz U30 SHGc30 SLG n 2160 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 31 102 4 Niall STD -Frame-A20S 440 119 0 0 0 0 0 0 L—G U30SHGc30 ne 2160 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 64 223 4 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SHGc30 e 2160 3366 0 0 0 0 0 0 1130 SFGG30 SLG e 21110 3366 0 0 0 0 0 0 Wall 332 013 0 0 0 0 2 0 Wall STD-BaW.rnen[VVall D-BaWse 332 014 0 0 0 31 102 4 Niall ST0. 2➢S STDA20Sl 446 114 0 0 0 0 0 0 �G HGCe30 30TD 2162 28R4 0 0 0 0 0 0 VL SU Basca0 Vail 362 0 0 0 0 0 0 �G U30SH Cs30 S1GG30 2132 692 1690 0 0 0 0 0 0 Wall STD D-BaWse 332 014 0 0 0 71 236 10 VLsTG-Fame-RQ11s STDA20S 44e 118 0 0 0 0 0 0 �G S1GG30 GG 2160 1693 0 0 0 0 0 0 Wall STD W. -Barnen[VVall 316 013 0 0 0 0 0 0 VL STD Vail 306 060 0 0 0 0 0 0 �G U30SH Cs30 2160 33116 0 0 0 0 0 0 STD Frame 1st sTG-Fa 44e 116 0 0 0 0 0 0 I Ce30 1130orpoor 2160 3366 0 0 0 0 0 0 r Exterior O66r w 1460 0 0 0 0 0 0 - 145 097 0W 0 0 0 0 0 0 ForSTD-Ameame For STO-BaWmen[FICCr - 215 262 127 231 0 222 478 0 Infiltration Heating Load (El 911 0 Effect WAR WAR 12 Sensible Land(BWh) ACH 0 0 061 065 LatentLand (BWh) Internal a omlpamsa[ 230 and 200 BWh 0 0 0 0 0 b Shenano number 0 T123227 13 c GOaultAdiu`imen6 d Custom Appliances 0 0 0 e Plante 00 14 SLbmbls Sum1mes6Pmughl2 0 0 Dud EHLF&E9F 0 0 0 0 15 Loads LG 0 1 0 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidieddon Load Ga/Gay 116 10 Piping Land 14 BlovwsHeat 29 AEOEmuston& LatentM61A1re MigrAon Load 0 -3 21 To[alLand Sum lines l 3mmugh 14 0 0 1232 27 Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. City of wrrone`eR- 2020AWN'Qi 6oidge RIg Mdrup Universal Fron9➢18RS1118198 Wr14�ge n1111tS42211165Q1Loo-Mao- 322111ns Ctrup Calc=M18 Ronl0oo1hce5N Building IDNision Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Weslml terC080021-6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom IJ,Ree Dn unfinl5led 2 Running FeetNE posedWall 313 R 864 R 3 Ceiling Htfl) and GroWWallAma(SgFg 40 R 7965 R 40 R 8843 R 4 Room Dimensions IN) and Floor Plan Area SRI) 191x2518 4895 R 10x53748 5374 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 8497 R 0 71613 R Typeof Card Panel Hi Area or BWh Area or BWb Edovre Number Faros Length Length Hug. CIg. Healing 9Cg L -Cg Healing 9Cg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 105 329 13 VL STD-BaWsnwt Wall 321 006 0 0 0 0 0 0 LG U30SHDc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame -A20S 448 119 0 0 0 0 0 0 11 �Glaz U305HDc30 n 2100 1055 0 0 0 0 0 0 laz 1130 SHGG30 Sly n 2100 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 W 117 5 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 0 0 0 0 0 0 L—G U305HDc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 172 539 22 Wall STD-BaW.rnen[VVall e 332 014 215 716 29 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SHGG30 e 2100 3306 0 0 0 0 0 0 LL30 SHGG30 SLG e 2100 3306 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 332 013 0 0 0 38 119 5 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall A 20Sl ST0. 2➢S 446 114 0 0 0 0 0 0 �G HGCe30 30TD 2100 28R4 0 0 0 0 0 0 VLU30SH SU Basca0 Vail 302 0 0 0 206 eta 3 `G Cs30 SHGG30 2130 692 1808 0 0 0 20 420 340 Wall STD STD -Frame 332 014 70 234 10 0 0 0 VL STD -Fa A20Sl 446 118 0 0 0 0 0 0 �G Ce30 GD 30TD SHGG30 G0 2100 1808 0 0 0 0 0 0 Wall SU STD-BaW.rnen[VVall 314 013 0 0 0 221 892 28 VL Wall 320 006 0 0 0 0 0 0 USTD 30SH Cs30 2100 3308 0 0 0 0 0 0 �a��GG ST0.HGCe30 2fIS STD Frame ra e 448 116 0 0 0 0 0 0 laz LL30orpoor 2100 3308 0 0 0 0 0 0 Door Exterior Door w 1400 472 0 0 0 0 0 0 Cal STD - 145 0W 0 0 0 0 0 0 For W srD-eamentRnnn - 215 ono 481 1032 0 537 1155 0 Infiltration Healing Load(BWh) 811 W Effect WAR WAR 12 Sensible Land(BWh) ACH 001 4 002 005 LauentLand (BWh) Internal a omlpantsa[ 230 and 200 BWh 0 0 0 0 0 b Ssmano number 0 T40�464 13 c DOaultAdiuAnerts d CusnmAppiances e e e e Plans; o0 14 Subtotals S1m1mes6Pmgghl2 2074 38 Dud EHLF&E9F 0 0 0 0 15 Loads ELG g 1 g 16 Vendabon Loads Veri 1 105 1 EChn 105 17 Winter HumidiereAon Load Ga/Day 110 18 Piping Land 14 Passer Heat 20 AEDEmu9on& LauentM6lAlre MigrAon Loadd38 34 21 Local Land Sum lines l 3Dmggh 14 2074 4034 464 City of Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Whest R*dge -r leap, - 2828 -Apr 8888:1281 RIBsNNo Cale-nsO From Doeracea N98 mnlesa22n msadoo-Mar-a22n msarup calc=mue From Door raresm Buildingalffivision Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Weslml terC080021-6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Bedroom Bam1 2 Running Fset6tE9osed Wall 359 R 55 R 3 Ceiling Htfl) and GOWWaIIAma(SgFg 129 R 7965 R 129 R 3945 R 4 Room Dimensions IN) and Floor Plan Area SRI) 19x2225ft 2225 R 55x109ft egg R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 2225 R 0 602 R Typeof Cont, Panel Hi Area or BWh Area or Binh E9ovre Number Faros Length Length Hug. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VNall Basement Wall STD -BaWw 321 006 0 0 0 0 0 0 LG U30SHDc30 n 2100 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 443 119 190 742 137 88 273 74 11 �Glaz U30SHDc30 n 2100 1055 24 504 253 4 34 42 laz U30 SHDc30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 443 119 0 0 0 0 0 0 L—G U30SHDc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SHDc30 e 2190 3398 0 0 0 0 0 0 LL30 SFGc30 SLG e 21110 3318 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall ST0. A 20Sl 2➢S 44e 114 0 0 0 0 0 0 �G 30 HGCe30 21 00302 28R4002 0 0 0 0 0 0 VL STDU Basca0 Vail 0 0 0 0 0 0 �G S1Gc30 U 30 SH Cs 30 1 00 2190 692 1093 0 0 0 0 0 0 Wall STD STD -Frame 332 014 0 0 0 0 0 0 VLSTD -Fa A 20Sl 44e 118 ee a00 e1 0 0 0 �G Ce30 G11s 30TD S1Gc30 GO 2190 1093 0 0 0 0 0 0 Wall SU STD-BaW.rnen[VVall 314 013 0 0 0 0 0 0 VL Vail 0 0 0 0 0 0 �G U 30 SH Cs 30 1 00 2448 306 a119 0 0 0 0 0 0 VLooExterior STD Frame 11s STD -Fa 44e 116 n3 190 0 0 0 I Ce30 LL30or 3398 ala 756 7513 1140 0 0 0 r Door Door 121 400 1490 472 0 0 0 0 0 0 - 145 097 222 322 20 80 54 For ForSTD-ANeame srD-eaW,nen[Roor - v5 ono 0 0 0 0 0 0 0 Infiltration Heating Load (Fund) 011 502 Effect WAR WAR 12 Sensible Land Funk) ACH 012 51 092095 LatentLand Dfuh) Internal a Omlpamsa[ 230 antl 200 Binh 1 230 200 0 0 b Shenano number 0 T526162 13 c DOaultAdiu`imen6d CusnrnAppiances 0 0 0 e Plante o0 14 SL atals Sumlmes6Pmughl2 3743 2624 Dud EHLF&E9F 0 0 0 0 15 Loads LG g 1 g 1e Venfilabon Loads Veri 1 105 1 EChn 105 17 Winter Humidiedhan Load Ga/Day 119 13 Piping Land d2629 14 Passer Heat 26 AEDEmu9on& LatentMoiAlre MigrAon Load -20 21 To[alLand Sim lines l 3mm4gh 14 3743 526 162 City of Calculations approved b ACCAto meet all requirements of Manual J Bth Ed. whe 'r - 2626-Apn6 66:1261 RIg Mdrup®Universa FronDoor19 19 0 RS1118198 Page8 mnlesa22n msadoo-Mar-a22n msarup cam=mue From Door raresm Building Division Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom MBan MM 2 Running Feet E2osed Wall 139 R 38 R 3 Ceiling Htfl) and GroWWd IAma(SgFg 129 R 6189 R 129 R 2295 R 4 Room Dimensions IN) and Floor Plan Area SRI) 19x16898 1689 R 38x588 218 R 5 Ceiling Slope (Deg J and GroWCeiling Area SR) 0 1689 R 0 218 R Typeof Cont, Panel Hi Area or Bub Area or Bmh E2ovre Number Faros Length Length Htg. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-EaWsnwtWall 321 090 0 0 0 0 0 0 LG U30SHGc30 2190 1055 0 0 0 0 0 0 V[ 21 STD -Frame -AS 448 119 167 710 189 45 184 49 11 �Glaz U30SHGG30 n 2190 1055 8 168 84 4 84 42 laz 1130 SFGG30 SIS n 2190 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame -AS 21U30SHGc30 448 119 0 0 0 0 0 0 L—G ne 2190 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 21S 448 116 0 0 0 0 0 0 laz LL30SHGc30 e 2190 3390 0 0 0 0 0 0 LL30 SFGG30 SLG e 21110 3318 0 0 0 0 0 0 Wall 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall D-BaWse 332 014 0 0 0 0 0 0 Niall STD21S ST0. A20Sl 44e 114 0 0 0 0 0 0 �G HGCe30 30TD 2192 28R4 0 0 0 0 0 0 VL SU Basca0 Vail 392 0 0 0 0 0 0 �G S1GG30 U30SH Cs30 2192 692 1098 0 0 0 0 0 0 Wall STD D-BaWse 332 014 0 0 0 0 0 0 VL STDme -R -29s A20S 44e 118 0 0 0 0 0 0 �G U 30SH S1GG30 GG 2190 1093 0 0 0 0 0 0 Wall STD 314 013 0 0 0 0 0 0 VL STD-BaW.rnen[VVall Vail 098 0 0 0 0 0 0 �G U30SHTD Cs30 2190 100 a119 0 0 0 0 0 0 V600Exterior STD Frame 11s 44e 116 0 0 0 0 0 0 I U 30 SH Ce30 LL30orpoor 2190 3398 0 0 0 0 0 0 r Door w 1490 472 0 0 0 0 0 0 - 145 000 108 243 103 22 32 21 ForSTD For BaseaLG-R- STO-EaWsnen[Flmr - 215 292 0 0 0 0 0 0 Infiltration Heating Load (Fund) 911 144 Effect WAR WAR 12 Sensible Land Ftuh) ACH 005 20 001 095 LatmtLand Ftuh) Internal a omlpamsa[ 230 and 200 Bmh 0 0 0 0 0 b Shenano number 0 T352104 13 c GOaultAdiu`iments d Custom Appliances 0 0 0 e Plante 00 14 SLbmbls Sum1mes6Pmughl2 1315 405 Dud EHLF&E9F 0 0 0 0 15 Loads ELG 0 1 0 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidieddon Load Ga/Gay 119 18 Piping Land 14 BlovwsHeat 29 ABDEmuston& LatentMoiAlre MigrAon Loatl51 -13 21 To[alLand Sum lines l 3mm4gh 14 1315 405 352 City 9S4 Wheat Ridge Calculations approved b ACCAto meet all requirements of Manual J Bth Ed. w�lyM1lseR- 262-Apn68661261 as M-Sul1e®Universal 261919➢18 RSU18198 Page9 n1111ePPA211rIS FaLoo-Mar-32211ns Ctrup Calc-oam Front Ooorhces N Al Right -MR) Form A Job: 32201 his got Entire House Date: Alan 108, 2020 By. Joe Colburn Authority Air Designs, LLC. Plan: Jo Coll 6668 W. 95th Place, Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem 1 NameNRoom MVPC 1 MVUC2 2 Running Feet Eyiosed Wall 180 R 54 R 3 Ceiling Htfl) and GOWWaIIAma(SgFg 120 R 4320 R 120 R 4365 R 4 Room Dimensions IN) and Floor Plan Area SRI) 120x52ft 665 R 120x54ft egg R 5 CelfingSope(Deg) and Gross Ceiling Area SR) 0 ee5 R 0 680 R Typeof Cont, Panel Hi Area or Eduh Area or EWh Edosure Number Faros Length Length Htg. CIg. Healing SCg L -Cg Healing SCg I L -Cg 6 Wall STD-EaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-EaWsnwtWall 321 006 0 0 0 0 0 0 LG U30SHGc30 2100 1055 0 0 0 0 0 0 V[�Glaz STD -Frame-A20S 448 119 154 688 183 0 0 0 11 U30SHGG30 n 2100 1055 0 0 0 0 0 0 laz U30 SFGG30 SIS n 2100 1055 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 L—G U30SHGc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD -Frame -A20S e 448 119 62 261 69 65 271 72 laz U3SHGc30 e 2100 3306 4 84 132 4 84 132 LL30 SHGc3051FF e 2100 3306 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ad 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 �G U30SHGc30 ad 2100 2034 0 0 0 0 0 0 Nhll STD-EaWsnw[vVall 302 002 0 0 0 0 0 0 �G U30SHGG30 s 2100 1808 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall s 332 014 0 0 0 0 0 0 Nhll STD -Frame-A20S 448 119 0 0 0 0 0 0 �G U30 SHGG30 G6 s 2100 1808 0 0 0 0 0 0 Wall STD-EaW.rnen[VVaII 314 013 0 0 0 0 0 0 Nhll STD-EaWsnw[vVall 326 008 0 0 0 0 0 0 �G U30SHGc30 w 2100 3306 0 0 0 0 0 0 VLooExterior STD fls 44e 116 0 0 0 0 0 0 I U30SH Ce30 LL30orpoor 2100 3306 0 0 0 0 0 0 r Door w 1400 472 0 0 0 0 0 0 - 145 000 66 96 65 69 100 60 ForSTD-Ameame For sr6-eaW,nen[Roor - v5 ono 0 0 0 0 0 0 Infiltration Heating Load(EWM1) 911 252 ]5 Effect WAR WAR 12 Sensible Land Ftuh) ACH 006 26 002 8 005 LatmtLand Ftuh) Internal a Omlpantsa[ 230 and 200 EWh 0 0 0 0 0 0 b Ssnano number 0 0 13 c DOaultAdiu`iments d CusnmAppiances e e e e e Plana o 0 14 Subtotals S1m1mes6Pmgghl2 1381 439 530 205 Dud EHLF&E9F 0 0 0 0 0 0 15 Loads ELG g 1 g 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winer Humidiereton Load Ga/Day 110 18 Piping Land 19 Passer Heat 20 AEDE.vu9on& LatmtMolAlre MigrAon Loatld439 -13 Ityof 21 Local Land Sum lines l 3Dmugh 19 1381 530 WhE at Rid Building Division Calculations approved bvACCAto meet all requirements of Manual J 9th Ed. –rw – 2828 -Apr 8888:1281 RI1,1 Sol1e® Universal 201919018 RSU18198 Rage 10 n1111ePPA20 ITIS cl Loads r 3220 Ills Ct No Cale–WO Front Doe t face aN Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Weslml terC080021-6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom MBetlmom Launtlry 2 Running FeetotEdosed Wall 243 R 0 R 3 Ceiling Htfl) and GOWWaIIAma(SgFg 120 R 19289 R 120 R 3849 R 4 Room Dimensions IN) and Floor Plan Area SRI) 10x33508 3350 R 81x708 640 R 5 Ceiling Slope W ope(Deg) and Gross Area SR) 0 3350 R 0 640 R Type of Cont, Panel Hi Area or BWh Area or Binh Edovre Number Faros Length Length Hug. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VNall STD -EaWw Basement 321 006 0 0 0 0 0 0 LG U30SHGc30 n 2100 1055 0 0 0 0 0 0 V[l STD -Frame -A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHGc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHGc30 SLG n 2100 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 41 102 27 0 0 0 L—G U30 SHGG30 ne 2100 2339 18 378 421 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD -Frame -A20S e 448 119 116 413 110 0 0 0 laz LL30 SHGc30 e 2100 3306 24 504 763 0 0 0 LL30 SHGc3051FF e 2100 3306 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 41 102 27 0 0 0 �G U30SHGG30 ad 2100 2334 18 378 510 0 0 0 Nhll STD-EaWsnw[vVall 302 002 0 0 0 0 0 0 �G U30SHGG30 s 2100 1808 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall s 332 014 0 0 0 0 0 0 Nhll STD -Frame -A20S 448 119 95 316 84 0 0 0 �G U30 SHGG30 GG s 2100 1808 24 504 408 0 0 0 Wall STD-BaW.rnen[VVaII 314 013 0 0 0 0 0 0 Nhll STD-EaWsnw[vVall 326 008 0 0 0 0 0 0 �G U30SHGc30 w 2100 3306 0 0 0 0 0 0 Nh STD fls 44e 116 0 0 0 0 0 0 I U30SH Ce30 LL30orpoor 2100 3300 0 0 0 0 0 0 �L—GG r Exterior OOC w 1400 472 0 0 0 0 0 0 - 145 000 335 484 328 84 63 82 ForSTD-Ameame For srG-eaW,nen[Roor - v5 ono 0 0 0 0 0 0 Infiltration Heating Load (Fund) 911 341 Effect WAR WAR 12 Sensible Land Funk) ACH 008 35 0 005 LatentLand Dfuh) Internal Omlpantsa[ 230 and 200 Binh 2 460 400 0 0 b Ssnano number 0 T93499 13 c GOaultAdiu`iments Is d CusnmAppiances 0 0 0 e Plante o0 14 SL atals Sum1mes6Pmughl2 3523 2842 Dud EHLF&E9F 0 0 0 0 15 Loads LG g 1 g 16 Venfilabon Loads Veri 1 105 1 EChn 105 17 Winter HumidiereAon Load Ga/Gay 110 18 Piping Land 16 Passer Heat 20 AEOEmu9on& LatentMolAlre MigrAon Load -359 A3 21 Local Land Sum lines l 3mm4gh 16 3523 2842 93 466 City of Calculations approved bvACCAtO meet all requirements of Manual J Bth Ed. Wheat Ride 'r - 2828 -Apr 0800:1201 RIrisNNo Cale-rsO From Doeracea N98 Building DivigiMmin" n1111tS422fI Ibs LllLoo-Mar-322fI Ihs Ctrup Calc=M18 Front OoorhceSN Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95thPlace Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom WC1 Great 2 Running Feet Edosed Wall 47 R 341 R 3 Car IinaHtfl) and GuvsVVall Ama(SgFg 120 R 3819 R 120 R 11115 R 4 Room Dimensions IN) and Floor Plan Area SRI) 103x518 551 R 214x2408 5333 R 5 Ceiling Slope W ope(Deg) and Gross Area SR) 0 551 R 0 5333 R Typeof Cont, Panel Hi Area or Fmh Area or Fmh Edosum Number Faros Length Length Htg. CIg. Healing 9Cg L -Cg Healing 9Cg L -Cg 6 wall STD-EasearnentWdll n 314 013 0 0 0 0 0 0 VL STD-Basement Wall 321 006 0 0 0 0 0 0 LG U30SHGc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame -A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHGc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHGc30 SLG n 2100 1055 0 0 0 0 0 0 Wall STD-EasearnentWdll ne 314 013 0 0 0 0 0 0 Wall STD-EasearnentWdll ne 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 0 0 0 0 0 0 L—G U30SHGc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-EasearnentWdll e 314 013 0 0 0 0 0 0 Wall STD-EasearnentWdll e 332 014 0 0 0 0 0 0 STD -Frame -A20S e 448 119 0 0 0 237 856 228 laz LL30 SFGG30 e 2100 3306 0 0 0 48 1008 1587 LL30 SFGG30 SIS e 2100 3306 0 0 0 48 1008 1507 Wall STD-EasearnentWdll ad 314 013 0 0 0 0 0 0 Wall STD-EasearnentWdll ad 332 014 0 0 0 0 0 0 Niall STD -Frame -A20S 448 119 0 0 0 0 0 0 �G U30SHGc30 ad 2100 2034 0 0 0 0 0 0 Nhll STD-EasesnentvVall 302 002 0 0 0 0 0 0 �G U30SHGG30 s 2100 1808 0 0 0 0 0 0 Wall STD-EasearnentWdll s 332 014 0 0 0 0 0 0 Nhll STD -Frame -A20S 448 119 0 0 0 122 644 145 �G U30 SHGG30 G6 s 2100 1808 0 0 0 0 0 0 Wall STD-EasearnentWall 314 013 0 0 0 0 0 0 Nhll STD-EasesnentvVall 326 008 0 0 0 0 0 0 �G U30SHGc30 w 2100 3306 0 0 0 0 0 0 Nh STD -Frame -A20S 448 119 56 252 67 0 0 0 U30SHGc30 2100 3306 0 0 0 0 0 0 ��-6G r Exterior Door w 1400 472 0 0 0 0 0 0 Cal STD -AWCCLG-R- - 145 087 55 80 54 533 771 519 For STD-EasearnentF00r - 215 000 0 0 0 0 0 0 Infiltration Heating Load(FWh) 011 88 Effect WAR WAR 12 Sensible Land Ftuh) ACH 002 7 011 005 LatmtLand (Ftuh) Internal a Omlpantsa[ 230 and 200 Fmh 0 0 0 0 0 b Ssnano number 0 T46654O79 13 c DetzultAdjuAnente d CusnmAppiances e e e e Plante o0 14 SLbmbls Sum1mes6Pmughl2 307 113 Dud EHLF&E9F 0 0 0 0 15 Loads LG g 1 g 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidieceton Load Ga/Day 110 18 Piping Land d14 19 Passer Heat 20 AEDEmu9on& LatmtMolAlre MigrAon Load f 21 LotalLand Sum lines l 3mm4gh 19 387 4885 4079 n ul Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Building Division -rw - 2828 -Apr 8888:1281 RI1,1 Sul1e® Universal 201919018 RSU18198 Rage 12 n1111ePPA20 Iris cl Loads r-3220 Iris CtNo Cale -WO Front Doe r facea N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6663 W. 95NPIace, Westminster C080021 6422 Phone: V20)3548105 Email.Joe@ANboridAlrcem Web: PooevANbordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Dining Foyer 2 Running Feet E9osed Wall 189 R 124 R 3 Ceiling Htfl) and GOWWaIIAma(SgFg 129 R 6899 R 129 R 14749 R 4 Room Dimensions IN) and Floor Plan Area SRI) 19x2O38tt 2933 R 19x3097R 3997 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 2933 R 0 3997 R Typeof Cont, Panel Hi Area or Bub Area or BWh E9ovre Number Faros Length Length Htg. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 090 0 0 0 0 0 0 LG U30SHDc30 2190 1055 0 0 0 0 0 0 V[l STD -Frame-A 20S 448 119 24 107 29 0 0 0 11 �Glaz U30SHDc30 n 2190 1055 0 0 0 0 0 0 laz U30 SHDc30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 L—G U30SHDc30 ne 2190 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 443 116 0 0 0 0 0 0 laz LL30SHDc30 e 2190 3390 0 0 0 0 0 0 1130 SFGc30 SLG e 21110 3313 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall A 20Sl ST0. 2➢S 44e 114 0 0 0 0 0 0 �G HGCe30 30TD 2192 28R4 0 0 0 0 0 0 VL SU Basca0 Vail 392 0 0 0 0 0 0 �G S1Gc30 U30SH Cs30 2192 692 1098 0 0 0 0 0 0 Wall STD STD -Frame 332 014 0 0 0 0 0 0 VL STD -Fa A 20Sl 44e 118 24 107 20 48 216 50 �G 30TD S1Gc30 GO Ce30 GD 2190 1093 0 0 0 0 0 0 Wall SU STD-BaW.rnen[VVall 314 013 0 0 0 0 0 0 VL STD Vail 098 0 0 0 0 0 0 �G U30SH Cs30 100 2190 a119 0 0 0 0 0 0 STD Frame STD -Fa 1st 44e 116 939 PO n5 47 I Ce30 1130or 2190 3390 36 30 750 1140 37 W 386 1234 r Door ETD AD66r 1490 472 0 0 0 24 330 113 - 145 093 2114 296 143 310 448 301 ForSTD-Ameame For STD-EaWsnen[Flmr - 215 292 0 0 0 0 0 0 Infiltration Heating Load (Fund) 911 204 Effect WAR WAR 12 Sensible Land Ftuh) ACH 090 23 094 095 LatantLand Ftuh) Internal a Omlpamsa[ 230 and 200 BWh 0 0 0 0 0 b Shenano number 0 T21312149 13 c DOaultAdiu`iments d Custom Appliances 0 0 0 e Plants 00 14 Subtotals S1m1mes6Pmughl2 2168 2014 Dud EHLF&E9F 0 0 0 0 15 Loads ELG 0 1 0 16 vendaoon Loads VemCUn 1 105 1 EChn 105 17 Wider Humidieddon Load Ga/Day 119 18 Piping Land d2014 14 BlovwsHeat 29 AEDEmuston& LatentMoiAlre MigrAon Load W8 21 To[alLand Sum lines l 3Dmugh 14 2109 2131 gatin f Wheat Ridge Calculations approved b ACCAto meetall requirements of Manual J Bth Ed. -ry wrryne,oere- n as Mdrup Calc -ba Fron19 9➢13RS1113193 Pagel3 n1111tS42211165Q1Loo-Mao- 322111ns Ctrup Calc=Ml3 Ronl0oo1 tace5N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95th Place, Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Rosati Coats 2 Running Feet E9osed Wall 147 R 52 R 3 Ceiling Htfl) and GroWWallAma(SgFg 120 R 3525 R 120 R 2955 R 4 Room Dimensions IN) and Floor Plan Area SRI) ]0xZ1R 539 R 52x71R W0 R 5 CelfingSope(Deg) and Gross Ceiling Area SR) 0 539 R 0 370 R Typeof Cont, Panel Hi Area or Eduh Area or EWh E9osure Number Faros Length Length Htg. CIg. Healing SCg L -Cg Healing SCg L -Cg 6 wall STD-EaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-EaWsnwtWall 321 006 0 0 0 0 0 0 LG U30SHGc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHGc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHGc30 SLG n 2100 1055 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 �G U30SHGc30 ne 2100 2339 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz r=lazLL30SHGc30 e 2100 330 0 0 0 0 0 0 LL30 SFGc30 SLG 2100 33086 0 0 0 0 0 0 Wall 314 013 0 0 0 0 0 0 Wall STD-EaW.rnen[VVall D-EaWse 332 014 0 0 0 0 0 0 Niall STD2➢S ST0. A20Sl 44e 114 0 0 0 0 0 0 �G HGCe30 30TD 2102 28R4 0 0 0 0 0 0 VL SU Basca0 Vail 302 0 0 0 0 0 0 �G SiGc30 U30SH Cs30 2102 692 1898 0 0 0 0 0 0 Wall STD 332 014 0 0 0 0 0 0 VL STD-EaWse A20S 44e 118 e1 400 108 02 2]0 74 �G U30SH Ce30GDs SiGc30 GG 2100 1898 0 0 0 0 0 0 Wall STD 314 013 0 0 0 0 0 0 VL STD-EaW.rnen[VVall Vail 320 006 0 0 0 0 0 0 �G U30SH Cs30 2100 x300 0 0 0 0 0 VLooExterior STD Frame is 44e 116 e9 393 6 0 0 0 I U30SH Ce30 LL30or 2100 3308 5 45 49 149 0 0 0 r Door Door w 1400 472 0 0 0 0 0 - 145 000 54 78 52 53 38 6 ForSTD-Ameame For STO-EaWsnen[Flmr - 215 292 0 0 0 0 0 0 0 Infiltration Heating Load(EWM1) 911 206 Effect WAR WAR 12 Sensible Land Ftuh) ACH 005 21 002 005 LatentLand Ftuh) Internal a omlpantsa[ 230 and 200 EWh 0 0 0 0 0 b Ssnano number 0 T405104 13 c GOaultAdiu`iments d Cusam Appliances 0 0 0 e Plante 00 14 Subtotals Sum1mes6Pmgghl2 1147 448 Dud EHLF&E9F 0 0 0 0 15 Loads LG 0 1 0 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidiereton Load Ga/Gay 110 18 Piping Land 14 Passer Heat 20 AEDEmu9on& LatmtMolAlre MigrAon Load 22 -13 21 Local Land Sum lines l 3Dmggh 14 1147 448 IN 405 peat R* 104 Building Division Calculations approved bvACCAto meet all requirements of Manual J 9th Ed. -rw - 2828 -Apr 8888:1281 RI1,1 Sul1e® Universal 201919018 RSU18198 Rage 14 n1111ePPA20 ITIS cl Loads r 3220 Ills Ct No Cale =M18 Front Doe t facea N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95th Place, Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: PooevANhordAlrcem Job: 32201 his got Date: Apra 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Breakfast IQtdren 2 Running Feet E3osed Wall 383 R 432 R 3 Ceiling Htfl) and GroWWaIIAma(SgFg 120 R 8175 R 120 R 6765 R 4 Room Dimensions IN) and Floor Plan Area SRI) 10x2423tt 2423 R 131x1518 1977 R 5 Ceiling Slope (Deg) and Gross Ceiling Area SR) 0 2423 R 0 1977 R Typeof Cont, Panel Hi Area or Binh Area or Binh E3osure Number Faros Length Length Htg. CIg. Healing 9Cg L -Cg Healing 9Cg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 006 0 0 0 0 0 0 LG U30SHGc30 2100 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 448 119 140 410 109 0 0 0 11 �Glaz U30SHGc30 n 2100 1055 0 0 0 0 0 0 laz U30 SHGG30 SIS n 2100 1055 48 1008 506 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 50 143 38 0 0 0 L—G U30 SHGG30 ne 2100 2339 18 378 421 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD -Frame -A20S e 448 119 48 134 36 181 756 101 laz LL30 SHGG30 e 2100 3306 18 378 595 12 252 397 LL30 SHGG30 SIS e 2100 3306 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 50 145 39 0 0 0 �G U30SHGG30 ad 2100 2334 18 378 510 0 0 0 Nhll STD-EaWsnw[vVall 302 002 0 0 0 0 0 0 �G U30SHGG30 s 2100 1808 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall s 332 014 0 0 0 0 0 0 Nhll STD -Frame-A20S 448 119 41 181 48 158 705 187 �G U30 SHGG30 G6 s 2100 1808 0 0 0 0 0 0 Wall STD-BaW.rnen[VVaII 314 013 0 0 0 0 0 0 Nhll STD-EaWsnw[vVall 326 008 0 0 0 0 0 0 �G U305HGc30 w 2100 3306 0 0 0 0 0 0 Nh STD -Frame-A20S 448 119 113 5W 135 0 0 0 U305HGc30 2100 3306 0 0 0 0 0 0 ��-6G r Exterior Door w 1400 472 0 0 0 0 0 0 Cal STD -AWCCLG-R- - 145 097 243 351 236 198 286 192 For STD-Baseamen[FI00r - 215 000 0 0 0 0 0 0 Infiltration Heating Load(BWh) 011 515 Effect WAR WAR 12 Sensible Land Ftuh) ACH 012 52 009 005 LatmtLand Ftuh) Internal omlpantsa[ 230 and 200 Binh 0 0 0 0 0 b Ssnano number 0 T23932022 13 c DOaultAdiu`iments Is d CusnmAppiances e e e e Plante 00 14 S16mbls Sum1mes6Pmughl2 4523 2419 Dud EHLF&E9F 0 0 0 0 15 Loads ELG 0 1 0 16 Venfilabon Loads Ven[CU, 1 105 1 EChn 105 17 Winter Humidiereton Load Ga/Day 110 18 Piping Land 19 Passer Heat 20 AEDEmuston&LatmtMoisture MigrAon Loadd2419 city of 21 Local Land Sum lines l 3mmi 119 4523 2 Calculations approved bvACCAto meet all requirements of Manual J 8[h Ed. Building Division -rw - 2828 -Apr 8888:1281 RI1,1 Sol1e® Universal 201919018 RSU18198 Rage 15 n1111ePPA20 ITIS cl Loads r 3220 Ills Ct No Cale =M18 Front Doe t facea N Al Right -MR) Form A Entire House Authority Air Designs, LLC. 6668 W. 95th Place, Westminster C080021 6422 Phone: V20)3548105 Email:Joe@ANboridAlrmm Web: yovevANhordAlrcem Job: 32201 his got Date: Alan 108, 2020 By. Joe Colburn Plan: Model 1 NameNRoom Mud Panty 2 Running Feet E9osed Wall 46 R 119 R 3 Ceiling Htfl) and GroWWallAma(SgFg 129 R 3855 R 129 R 2859 R 4 Room Dimensions IN) and Floor Plan Area (Say) 64x9bR 629 R 64x54R 359 R 5 CelfingSope(Deg) and Gross Ceiling Area (Say) 0 629 R 0 359 R Type of Cont, Panel HTM Area or But Area or BWh E9osure Number Faros Length Length Htg. CIg. Healing Act L -Cg Healing SCg L -Cg 6 wall STD-BaW.rnen[VVall n 314 013 0 0 0 0 0 0 VL STD-BaWsnwt Wall 321 090 0 0 0 0 0 0 LG U30SHDc30 2190 1055 0 0 0 0 0 0 V[l STD -Frame-A20S 448 119 0 0 0 0 0 0 11 �Glaz U30SHDc30 n 2190 1055 0 0 0 0 0 0 laz U30 SHDc30 SLD n 2190 1055 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ne 332 014 0 0 0 0 0 0 Niall STD -Frame-A20S 448 119 0 0 0 0 0 0 L—G U30SHDc30 ne 2190 2339 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 314 013 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall e 332 014 0 0 0 0 0 0 STD Frame 20S 448 116 0 0 0 0 0 0 laz LL30SHDc30 e 2190 3390 0 0 0 0 0 0 LL30 SFGG30 SLG e 21110 3318 0 0 0 0 0 0 Wall STD-BaW.rnen[VVall ad 314 013 0 0 0 0 0 0 Wall STD -Frame 332 014 0 0 0 0 0 0 Niall ST0. A 20Sl 2➢S 44e 114 0 0 0 0 0 0 �G HGCe30 30TD 2192 28R4 0 0 0 0 0 0 VL SU Basca0 Vail 392 0 0 0 0 0 0 �G S1GG30 U30SH Cs30 2192 692 1898 0 0 0 0 0 0 Wall STD STD -Frame 332 014 0 0 0 0 0 2 VL A 20Sl STD -Fame-R-29s 44e 118 0 0 0 ]0 340 e2 �G 30TD S1GG30 G0 2190 1898 0 0 0 0 0 0 Wall SU STD-BaW.rnen[VVall sy 314 013 0 0 0 0 0 0 VL STD Vail 098 0 0 0 0 0 0 �G U30SH Cs30 100 2190 a119 0 0 0 0 0 0 STD Frame 11s STD -Fa 44e 116 110 423 114 06 292 78 I Ce30 LL30orpoor 2190 3398 0 0 0 0 0 0 r Exterior Door w 1490 472 22 280 44 0 0 0 - 145 000 82 40 80 35 51 34 ForSTD-Ameame For STD-EaWsnen[Flmr - 215 292 0 0 0 0 0 0 Infiltration Heating Load(BWh) 911 135 Effect WAR WAR 12 Sensible Land Ftuh) Aa1 093 14 004295LatentLoad(ewh) Internal s omlpanGat230and200BWh 0 0 0 0 0 b Ssnano number 0 M17 13 c DOautAdiu`iments d CustomAppliances 0 0 0 e Plants 00 14 Subtotals Sum1mes6Pmgghl2 932 250 Dud EHLF&E9F 0 0 0 0 15 Loads LG 0 1 0 16 Venfilabon Loads VemCUn 1 105 1 EChn 105 17 Winter Humidiereton Load Ga/Day 119 18 Piping Land d250 14 Passer Heat 29 AEDEmuston& LatmtMolAlre Migration Load .-25 21 Local Land Sum lines l 3Dmggh 14 932 855 198 vv Deal Kluge Calculations approved bvACCAto meet all requirements of Manual J Bth Ed. Building Division -rw - 2828 -Apr 8888:1281 RI1,1 Sol1e® Universal 201919018 RSU18198 Rage 16 n1111ePPA211rIS Mile LMa r-3220 Iris CtNo Cale =M18 Front Doe r facea N For: Load Short Form Job: 3220 Iris Ct. 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Date: April 08, 2020 of r �g�s ua- Entire House By Joe Colburn Actual airflow Design Plan: Models �A� AuthorityAir Designs, LLC. Outside db(°F) 0 91 6603 W. 95th Place, Weslml terC030021-6422 Phone: V20) 3548105 Emall:Joe@ANhotllyAlrrom Web: ,,,pxArrhortyAlrcom Inside db ('F) 70 75 For: Lou Ficco, Lou -Mar Embes Make Carrier Comfort 13 Seer -Single Stage 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Coil Phone: (303) 263-0489 AH RI ref 9165750 Email: LouFicco@Gmail.com Btuh Actual airflow Design 96.3AFUE Airflowfactor Htg CIg Infiltration Outside db(°F) 0 91 Method Simplified Inside db ('F) 70 75 Construcfion quality Tight Design TD (°F) 70 16 Fireplaces 2 (Tight) Dailymnge - H 0.032 Inside humidity (%) 30 50 1.00 Moisture difference (grAb) 34 -34 Space thermostat HEATING EQUIPMENT Carrier Make Carrier Comfort 13 Seer -Single Stage Cord Trade Comfort95Single-Stage-ECM Coil Model 59SC5B100E21-20 AH RI ref 9165750 AHRI ref (Deration = 0.792) Btuh Actual airflow Efficiency 96.3AFUE Airflowfactor Heating input 100000 Btuh Heating output 76824 Btuh Temperature nse 57 OF Actual airflow 1500 cling Airflowfador 0.032 cfrn/Btuh Static pressure 1.00 in H2O Space thermostat 1 Dn Bedroom 2 COOLING EQUIPMENT Make Carrier Trade Comfort 13 Seer -Single Stage Cord 24ABB336A Coil CNPVP4821AL AH RI ref 9165750 Efficiency 11.0 EER, 13 SEER Htg load (Btuh) Sensible cooling 29410 Btuh Latent cooling 5190 Btuh Total cooling 34600 Btuh Actual airflow 1500 cling Airflowfactor 0.064 cfrn/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 1.00 0 ROOM NAME Area (fl) Htg load (Btuh) Clg load (Btuh) HtgAVF (cling) CIg AVF (cling) Dn Bedroom 1 219 1920 417 61 27 Dn Bath 1 59 299 7 10 0 Dn WIC 1 67 290 6 9 0 Dn Bath 2 58 296 7 9 0 Dn WIC2 54 349 9 11 1 Dn Bedroom 2 236 1762 408 56 26 Dn Billiards 605 2938 918 94 59 Dn Powder 54 661 20 21 1 Dn WIC 37 0 0 0 0 Dn Mech 107 0 0 0 0 Dn Exercise 222 1232 27 39 2 Dn Rec 481 2074 38 66 2 Dn Unfinished 537 4034 464 129 City of30 ova.......,1 000 'ma" 0a0o ton aao -- Wheat Ridge Calculations approved byACCAto meet all requirements of Manual J Bth Ed. Building Division Wrt9hTSOiR- 2020 -Apr 0300:1205 RIgN Suite®UnNetsal201919➢13 RSU13193 Page 1 nlltl'A82201re(Iloo-Mar 3220 Inactmp Calc—W8 Fran DoothceSN Bath 1 60 526 162 17 10 M Bath 168 1315 405 42 26 M WC 22 352 104 11 7 M WIC1 66 1381 439 44 28 M WIC 2 69 530 265 17 17 M Bedroom 335 3523 2842 113 182 Laundry 64 93 499 3 32 WIC 55 397 113 13 7 Great 533 4665 4079 149 261 Dining 204 2168 2014 69 129 Foyer 310 2131 2149 68 137 Powder 54 1147 448 37 29 Coats 37 405 104 13 7 Brealdast 243 4528 2419 145 155 Kitchen 198 2393 2022 76 129 Mud 62 932 250 30 16 Pantry 35 855 196 27 13 Entire House d 5474 46938 23461 1500 1500 Other equip loads 11237 1502 Equip. @ 0.96 RSM 23915 Latent cool i ng 0 TOTALS ' 5474 ' 58175 ' 23915 ' 1500 ' 1500 City of Wheat Ridge Building Division Calculations approved byACCAto meetall requirementsof Manual J 8th Ed. -� * WrlghtsoR' 2020 -Apr -0800:12:05 /M-, ..s... _7 Rigtl-Sute® Uriversal 2019 19.0.18 RSU18198 Page t ...uitieW220 Iris ClouMar-3220 Iris Ct.np Calc=MJ8 Frou Doorfaces: N Duct System Summary err ORUY ua- Entire House �Al. AuthorityAir Designs, LLC. 6663 W.95NPIare Wesml terC036621-6422 Phone: V20)3548105 EmalllJoe@ANho111yAlreom Web:lvorvArthortyAlrcom For: Lou Ficco, Lou -Mar Entities 3650 Vance St. Suite #1, Wheat Ridge, CO 80033 Phone: (303) 263-0489 Email: LouFicco@Gmail.com Job: 3220 Iris Ct. Date: April 08, 2020 By Joe Colburn Plan: Model City of Wheat Ridge Building Division _ TF WrlghtsOR' 2626 -Apr 6366:1265 Rig Suite® Universal 261919013 RSU13198 Page 1 ��.. UU'A8220 rip QlLoo-Mar 3220Ibs Ctrup Calc—WE Froi11600iraeeS N Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.44 in H2O 0.44 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.281/0.279 in H2O 0.281/0.279 in H2O Lowestfdction rate 0.081 in/100R 0.081 in/100ft Actual air flow 1500 cfm 1500 cling Total effective length (TEL) 693 ft City of Wheat Ridge Building Division _ TF WrlghtsOR' 2626 -Apr 6366:1265 Rig Suite® Universal 261919013 RSU13198 Page 1 ��.. UU'A8220 rip QlLoo-Mar 3220Ibs Ctrup Calc—WE Froi11600iraeeS N Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath h 526 17 10 0.103 4.0 Oxo ShMt 27.5 245.0 st1 Bedroom 1 c 1315 60 84 0.103 6.0 Ox 0 ShMt 43.8 230.0 st1 Bedroom 1-A c 1315 60 84 0.100 6.0 Ox 0 ShMt 34.4 245.0 st1 Breakfast c 806 48 52 0.088 5.0 Oxo ShMt 54.9 265.0 st6 Breakfast -A c 806 48 52 0.085 5.0 Oxo ShMt 63.4 265.0 st6 Breakfast -B c 806 48 52 0.091 5.0 Oxo ShMt 43.3 265.0 st6 Coats h 405 13 7 0.098 4.0 Oxo ShMt 36.7 250.0 sty Diring c 2014 69 129 0.103 7.0 Oxo ShMt 26.6 245.0 st2 Dn Bath h 299 10 0 0.103 4.0 Oxo ShMt 27.7 245.0 st1 DnBath2 h 296 9 0 0.107 4.0 Oxo ShMt 17.3 245.0 st1 Dn Bedroom h 1920 61 27 0.111 5.0 Oxo ShMt 37.9 215.0 st1 Dn Bedroom h 1762 56 26 0.106 5.0 Oxo ShMt 38.6 225.0 st1 DnBilliards h 2938 94 59 0.103 6.0 Oxo ShMt 27.4 245.0 st2 Dn Exercise h 1232 39 2 0.102 5.0 Oxo ShMt 30.1 245.0 st1 DnPowder h 661 21 1 0.094 4.0 Oxo ShMt 37.8 260.0 sty DnRec h 2074 66 2 0.106 5.0 Oxo ShMt 29.0 235.0 st2 Dn unfirished h 4034 129 30 0.090 7.0 Oxo ShMt 65.7 245.0 st6 DnWIC1 h 290 9 0 0.104 4.0 Oxo ShMt 23.9 245.0 st1 Dnwlc2 h 349 11 1 0.104 4.0 Oxo ShMt 24.3 245.0 st1 Foyer c 2149 68 137 0.103 7.0 Oxo ShMt 32.6 240.0 st2 Great c 2039 75 130 0.106 7.0 Oxo ShMt 34.8 230.0 st2 Great -A c 2039 75 130 0.105 7.0 Oxo ShMt 23.1 245.0 st2 Kitchen c 1011 38 65 0.086 6.0 Oxo ShMt 69.5 255.0 st6 Kitchen -A c 1011 38 65 0.089 6.0 Oxo ShMt 65.9 250.0 st6 Landry c 499 3 32 0.111 4.0 Oxo ShMt 6.9 245.0 st1 M Bath h 1315 42 26 0.108 5.0 Oxo ShMt 20.8 240.0 st1 M Bedroom c 1421 56 91 0.100 6.0 Oxo ShMt 35.4 245.0 st1 M Bedroom -A c 1421 56 91 0.081 6.0 Oxo ShMt 32.3 315.0 st1 MwC h 352 11 7 0.103 4.0 Oxo ShMt 28.1 245.0 st1 M WIC 1 h 1381 44 28 0.100 5.0 Ox o ShMt 44.8 235.0 st1 MWIC2 c 265 17 17 0.099 4.0 Oxo ShMt 39.6 245.0 st1 Mud h 932 30 16 0.092 4.0 Oxo ShMt 46.4 260.0 st6 Pantry h 855 27 13 0.095 4.0 Oxo ShMt 60.4 235.0 st6 Powder h 1147 37 29 0.095 5.0 Oxo ShMt 41.5 255.0 sty WIC h 397 13 7 0.104 4.0 Oxo ShMt 25.4 245.0 st1 City of Wheat Ridge Building Division Wrfghtsof - 2020 -Apr -0800:12:05 ��tj.� .....•. ....ww-...... Rigli-Sate® Uriversal 2019 19.0.18 RSU18198 Paget /NM ...rtitieW220 Iris ClouMar-3220 Iris Cl.np CaIc=MJ8 Front Doorfaces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 71 37 0.094 360 6.0 0 x 0 ShtMetl st2 st6 PeakAVF 407 342 0.085 524 10.2 8 x 14 ShtMetl st2 st2 PeakAVF 925 967 0.085 696 14.0 10 x 20 ShtMetl st1 PeakAVF 575 533 0.081 647 11.7 8 x 16 ShtMetl City of Wheat Ridge Building Division Wrfghtsof - 2020 -Apr -0800:12:05 ��tj.� .....•. ....ww-...... Rigli-Sate® Uriversal 2019 19.0.18 RSU18198 Paget /NM ...rtitieW220 Iris ClouMar-3220 Iris Cl.np CaIc=MJ8 Front Doorfaces: N Name Grille Size (in) Htg (cfm) clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb1 14x 14 426 121 197.8 0.141 543 12.0 Ox 0 PeakAVF ShMt r1:2 rb10 14x5 119 164 313.1 0.089 470 8.0 Ox 0 566 ShMt rt3 rb7 14x7 105 203 194.3 0.144 580 8.0 Ox 0 540 ShMt rt3 rb8 14x6 112 196 183.1 0.153 560 8.0 Ox 0 ShMt rt3 rb3 14x6 149 186 283.4 0.099 532 8.0 Ox 0 ShMt r1:2 rb4 14x4 110 123 345.6 0.081 354 8.0 Ox 0 ShMt r1:2 rb5 14x4 117 136 207.3 0.135 389 8.0 Ox 0 ShMt r1:2 rb2 14x 12 361 372 146.0 0.191 682 10.0 Ox 0 ShMt rt3 City of Wheat Ridge Building Division Wrfghtsof - 2020 -Apr -0800:12:05 ��tj.� .....•. ....ww—...... Rigtl-Sute® Uriversal 2019 19.0.18 RSU18198 Page / � ...uitieW220 Iris ClouMar-3220 Iris Ct.np Calc=MJ8 Frou Doorfaces: N Trunk Htg clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 PeakAVF 697 934 0.089 673 13.7 10 x 20 ShtMetl rt1 r1:2 PeakAVF 803 566 0.081 578 13.2 10 x 20 ShtMetl rt1 rt1 PeakAVF 1500 1500 0.081 540 17.0 16 x 25 ShtMetl City of Wheat Ridge Building Division Wrfghtsof - 2020 -Apr -0800:12:05 ��tj.� .....•. ....ww—...... Rigtl-Sute® Uriversal 2019 19.0.18 RSU18198 Page / � ...uitieW220 Iris ClouMar-3220 Iris Ct.np Calc=MJ8 Frou Doorfaces: N 93 Basement City of Wheat Ridge Building Division Job M 3220 Iris Ct. Authority Air Designs, LLC. Scale: 3/32^ = TO" Performed by Joe Colburn for: Page 1 Lou Ficoo 6608 W. 95th Place Right -Suite& Universal 2019 3650 Vance St. Suite #1 Westminster, CO 80021-6422 19.0.18 RSU18198 Wheat Ridge, CO 80033 Phone: (720) 354-8105 202anyr-08 OD: 12:24 Phone: (303) 263-0489 vww.AuthorityAir.com Joe@AuthorityAir.com ...is Ct\Lou-Mar- 3220 Ins Ct.rup F3 Q� k`iw 1 w&1 qOF Main Floor zoP➢ 102. -n °O 19 e� 3or. Job M 3220 Iris Ct. Performed by Joe Colburn for: Lou Ficoo 3650 Vance St. Suite #1 Wheat Ridge, CO 80033 Phone: (303) 263-0489 LouFiccoOGmail.com Authority Air Designs, LLC. 6608 W. 95th Place Westminster, CO 80 021-64 22 Phone: (720) 354-8105 vww.AuthorityAir.com Joe@AuthorityAir.com d City of Wheat Ridge Building Division Scale: 3/32" = 1'0" Page 2 Right -Suite& Universal 2019 19.0.18 RSU18198 202D -Apr -08 00:12:24 ...is Ct\Lou-Mar- 3220 Iris Ct.rup Basement ao5a fil[M1nF � 5' 1 d 1 aa�o 1o.e 5fi�M Dn,P,owder Dn WIC II ® 11 cly 14x8 Din, Fec Dn U,prLpished .ED jm� Ox 4 . de ad56 fi"E2D City of Wheat Ridge Building Division D ,Epth 4 d Dn Bedroom 2 Dn Bedroom 1 Dng,4oth 1 lam 4^ d. 81ANS IEA 8" GRILL. y B ldvfi 14X fi lAAN3lEA BAILLEB W 8" fi„ llvfi Ir, 81 AN R D n�,fi� 1 14X ld 1.dt 12" GAILL6 oX 4 5. �1o.4 d• 04 1 x1 14 D� L�Igiech Dn ,CTyrose sem lox, a �� lox to fix -F Dn e, Words oxlo m.m 14x14 124x, p" T i• 9oM�fi Dn,P,owder Dn WIC II ® 11 cly 14x8 Din, Fec Dn U,prLpished .ED jm� Ox 4 . de ad56 fi"E2D City of Wheat Ridge Building Division F -A 2a6o Bedvaom 1 12Clq 0 0 0 M4n�g T LSO lzxd ,aert � JL T lzxd N R,alem O 0 i+l ldxfi 1Ut1m Main Floor 2060 2020 4020 2020 O O U v �� M,zWc�lg 'N o T E14N Mz' Pc:zO a v ,9xz F Bath 1Ml Oath ,z clg M,zW�I 2 O L�ldxfi � 11aert 1R T llvfi ® 16x1 la,ert 91�M T 6 CI 12 13iert� 12 Cl, 1AANSFEA GAILLEs 14x8 y M M,e�Jpom TWHGLL I ME WHIS PEAGIEEN&LEQ W 1°xz w-9s,vrcsz-mscHn axnn d�pdCa fy ,dxfi 9fiert Tri 3080 Wheat Ridge Building Division 6" 6" 4050 lox 61 On IdSL� 94, Ox 4 9 drn 7„ Dn Bedroom 1 T Glp Dnp, ME 1 1 1 �4 I4' Dn ,Bjt D n g,Mpt h 1 1drn 4 �8 14x fi � TRANSFER// GRILLES W 1 4x 14 425 drn T Q:[ 4' Dng,MlliardS 0131_ 01 8' 8' �CE=:E.>: 4 10 x 4 21 cfi 5" Dn 9,PuwdeF Dg WIC 9 4' 6" Basement 4060 1 Ox 4 5 6c 51, 5"LO DM VC 2 4" ID 4"� Dn Bedroom 2 � 9 c TRANS Fl GRILLE B 8" 14^^x 6 J� TRANSFER GRILLES D� Mech Dn P�,rcine 20x 10 I I 20x 10 14x 8 ,4x,4 372 dm 7" DM �Vc T 5„ ,0x4 66cfi W 5" ID 4' 7" 14x 6 TRANSFER GRILLES Dn UMtMished 9 6 7"` I Ox 4 4 „ 129 d rn 405a 5" 4„ 6"E:O 6" 5" 5" City of Wheat Ridge Building Division N Main Floor 2060 2060 2D20 402E 202E T D , Ox 4 84cfi O ^/ M ^p \ JJ 1 ,Ox2 Iv W 12vVl;l� 44ch ® 10x 4 Mz, dgd 10x2 O 42cfi ,0x2 � 17cfi <-CM IL IF M Hath Hot CIg 1 12' Gly Be)d rd D 0 I 1 Ox 2 O M1Od 2 ,7ch o d o O � 14x 6 123 cfm �,Ox4 /4 84cfi 14x 6 1 Ox 4 186 cfm - 91ch h 714x 6 d ODb H(fl 136 cf m 1Z' Clg TRANSFER GRILLES 14x 8 W1 13cfi 1 L�CIg � O d M d�dOnO WHOLE HOUSE 2 O D O WHISPERGREEN SELECr M#. ,0x2 FV-051, WS2-105 CFM 32cfi Lep�dry O Q� LD]o 91 4 � 91 O L4 � E�dd99 � EOOE T O ,2x4 O 129 cfm m CD W ,2x4 130 cfm W O O O O x6 O I ,2x4 l0 137 cfm G Oat W 12' Clg � O O O O O Foyer O 12 CID T 12x 4 0 130 cfm O L� O O m 0 I , Ox 2 37cfi O d RDWdqer cc) ats 0 Z' CIC O �j 1 0x 2 cfn Otani K08K ,0x4 O 52cfi D r�10�d st a a ® o a T 1 Ox 4 52cfi W ,0x4 52cfi Q <-- CM O° O 10x 2 CIO 30cfi O 4g C K,P d0 O cD4�- - 4 0 T ,0x4 ❑W 65cfi W PC] 1 10x4 r 0 Il Lr�/ 65cfi 12' CI O O O ,0x2 E0 27cfi City of Wheat Ridge Building Division Job#:32201ris Ct AuthoniyArDesgns LLC. sae w,=10, Performed byJoe Colburnfor: Paye z Lao Ficcu 62088.95h Place fdfR-3,t90 hLerel2019 IVa ceSt. Sute#1 VVes4nlrlsta, 00M1-6U 19.0.18 ran8198 VUffi F3dg--, C0MM Phma (720) 35481052020-Apr0800:13:51 ...bctuo mw-3220 ImCt.wp Phxe (.?c6)�� wmnv.AW�aityNtmn Jo�AWvityNram LaFica@( nal.arn V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: May 28, 2020 ADDRESS: 3220 Iris Court Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2870 Sincerely, Mark`/an Nattan Digitally signed by Mark Van Nattan V Date: 2020.05.29 07:16:02 -06'00' Signature Mark Van Nattan CC: File w .ci.wheatridgexo.us Rev 0420 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subiect to Field Inspections City of Wheat Ridge, This letter is to inform you that we would like to use the Pinkwood product as an Alternate Means and Method to meet the prescriptive requirements of the IRC, along with the UES Evaluation Report #653 for the house at 3220 Iris Ct. I have asked the Pin kwood rep. to meet with Mr Slusser to provide the details about the product. If you need any other information please let me know. Lou Ficco Lou -Mar Construction 303-263-0489 louficco@gmail.com Provide manufacturer's installation instructions onsite for building inspector City of 1�cormMUNI'7Y ()EVECUI'MENT APPROVED Reviewed for Code Compliance Randy Slusser 5/15/2020 Plans Examiner Date VaNdky of oennit The issuanu of o pem*or gpprovO of plans spec4katt&m andcomputotwns shop not be a peter t for, or an opprovof of, any vnototfon to any of the provis/om 4 the bul dfag code or of o{W City ordinances. Permits presuming to give outhorfty to v(Wobe or cancel the pto NRM of tfw iW av coda or other ordtnoom of the Gty sfwN not be voffd. q Originally Issued: 01/31/2019 PINKWOOD LTD. 5929 6th St. NE Calgary, Alberta T2K 5R5 (403) 279-3700 www.webshieldpanels.com WEBSHIELD® PANELS CSI Section: 06 17 33 Wood I -Joists 1.0 RECOGNITION WEBshield® Panels recognized in this report have been evaluated for use as protective panels to enhance the fire performance of pre -fabricated wood I joists. The fire - resistance properties of the WEBshield® Panels comply with the intent of the provisions of the following codes and regulations: • 2018, 2015, and 2012 International Building Code® (IBC) • 2018, 2015, and 2012 International Residential Code® (IRC) 2.0 LEMTATIONS Use of the WEBshield® Panels recognized in this report is subject to the following limitations: 2.1 The panels shall be installed in accordance with the applicable code, the manufacturer's published installation instructions, and this report. Where there is a conflict, the more restrictive requirements shall govern. 2.2 Except as prescribed in Section 3.5 of this report, cutting, drilling, or otherwise altering the panels is outside the scope of recognition. 2.3 The in-service moisture content of the WEBshiele Panels shall be 16 percent or less. 2.4 Installation of the WEBshield® Panels shall be by Pinkwood Ltd. certified installers. 2.5 The WEBshield® Panels recognized in this report are produced by Pinkwood Ltd. in Calgary, Alberta, Canada. 3.0 PRODUCT USE 3.1 General: WEBshield® Panels are used to protect the webs of wood I joists to provide equivalent fire performance to 2 -inch by 10 -inch nominal dimension lumber (38.1 mm by 235 mm) in residential floor applications. The patented FRI Assembly consisting of I joists and WEBshield® Panels Valid Through: 01/31/2020 is recognized for installation without the prescribed minimum Y2 -inch -thick (12.7 mm) gypsum board or %-inch- thick (15.9 mm) wood structural panel membrane in accordance with Exception 4 to 2012 IRC Section R501.3 or 2015 and 2018 IRC Section R302.13. Recognition for this application is limited to designs in accordance with Section 3.2 of this report and installation in accordance with Section 3.3 of this report. 3.2 Design: FRI Assembly shall be used for applications having a maximum live load of 40 psf (1,915 N/m2) and a maximum dead load of 20 psf (958 N/m2). For use in FRI Assembly, the allowable moment in the wood 1 -joist evaluation report shall be reduced to 82 percent for minimum WEBshield® coverage in accordance with Table 2 of this report. Panels added beyond the minimum WEBshield® coverage shall be installed symmetrically about the I joist center -line in accordance with Table 3 of this report to increase web protection and reclaim part or all of the allowable moment capacity as per Table 3 of this report. 3.3 Installation: The WEBshield® Panels shall be installed in accordance with Figure 1 of this report. Installation of WEBshield® Panels shall also be in accordance with the applicable code, the manufacturer's installation instructions, and this report. A copy of this evaluation report shall be available on the jobsite for quality control purposes during construction. The panels shall be used as a component in FRI Assembly and are described in Section 4.0 of this report. WEBshield® Panels shall be installed under the supervision of installers certified by Pinkwood Ltd. The certifications may be verified at www.webshieldpanels.com. 3.4 Wood I -joists used in FRI Assembly: Wood I joists used in FRI Assembly shall comply with ASTM D5055, shall be recognized in a evaluation report issued by an approved evaluation agency, shall be limited to 9'/2 -inch (241 mm) through 14 -inch (356 mm) depths, shall have solid sawn flanges and wood structural panel oriented strand board (OSB) webs, and shall conform to the minimum size and strength property requirements specified in Table 1 of this report. 3.5 Web holes in FRI Assembly: Holes in the webs of wood I joists used in FRI Assembly are subject to the maximum size and location requirements specified in the code approved evaluation report for the wood I joist complying with Section 3.4 of this report. Additionally, where the desfiE# We coincides with the location of a WEBshield® Panel, the following rules apply: Wheat Ridge a. A hole not exceeding V/2 inches (38.1 rmft0Itd ,%ion may be located anywhere within a WEBshield® Panel. The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its enfirely. Copyright © 2019 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT - Fax: 909.472.4171 web: www, uniform-es.org - 4755 East Philadelphia Street Ontado, California 91761-2816— USA Page 1 of 5 illllfl°pK4 FS raorree �7ass woeun e«mrea�len uay Koefs q Originally Issued: 01/3112019 b. When a 11/2 -inch -diameter (38.1 mm) hole is insufficient for the specific end-use application, a single maximum 6 -inch -diameter (152 mm) hole may be cut in a WEBshield' Panel. When such a hole is cut, additional 6 - inch -wide (152 mm) full -depth WEBshiele Panels shall be installed back-to-back adjacent to the penetrated panels and fastened to the web as described in Figure 1 of this report, using fasteners at the top and bottom of each panel in accordance with the installation instructions. 4.0 PRODUCT DESCRIPTION WEBshield' Panels are Exposure 1 OSB panels, nominally 15/32 inch (11.9 mm) thick, by 24 inches (6 10 mm) long, and manufactured to fit between the top and bottom flanges of eligible I -joists to protect the webs in FRI Assembly. The panels are designated as ws-10 for use with 9'/2 -inch -depth (241 mm) 1 -joists; ws-12 for use with I V/s-inch-depth (302 mm) I joists; and ws-14 for use with 14 -inch -depth (356 mm) I joists. Six-inch (152 mm) and 12 -inch (305 mm) nominal -width, full -depth WEBshield® partial panels may be cut from undamaged WEBshield® Panels. 5.0 IDENTIFICATION WEBshield® Panels are identified by the product name (WEBshieldn, and the evaluation report number (ER -653) printed on both ends. Pallets of WEBshield® Panels are identified with the designation corresponding to the I joist depth (ws-10, ws-12, or ws-14). The identification includes the IAPMO Uniform Evaluation Service Mark of Conformity. Either Mark of Conformity may be used as shown below: 1ApMO UES ES 0 0 or IAPMO UES ER -653 653 Valid Through: 01/3112020 6.0 SUBSTANTIATING DATA 6.1 Data and analysis in accordance with ASTM D5055, Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I -Joists. 6.2 Documentation describing the manufacturer's quality management system. 6.3 I joist floor installation details and product descriptive literature. 6.4 Reports of fire -resistance testing in accordance with AC14 Section A4.4—Fire Protection of Floors, demonstrating equivalent fire performance to 2 -inch by 10 -inch nominal dimension lumber (38.1 mm by 235 mm). 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on Pinkwood Ltd.'s FRI Assembly to assess conformance to the codes shown in Section 1.0 of this report and serves as documentation of the product certification. WEBshield® Panels are manufactured at locations noted in Section 2.5 of this report under a quality control program with periodic inspection under the supervision of IAPMO UES. Page 2 of 5 Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service r � 0,4� GP Russ Chaney CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.ore or email us at info(iruniform-es.ore City of Wheat Ridge Building Division Originally Issued: 01/31/2019 53 Valid Through: 01/31/2020 TABLE 1- REQUIREMENTS FOR I -JOISTS USED IN FRI ASSEMBLY Flange 3 Webstock Min. Design Properties' (ASD) Min. Specific Gravit y Min. Size (inches) Min. Thickness (inches) Allowable 2 Moment (Ibf-ft) Bending Stiffness EI (x1061bf-in2) Depth Width 0.42 11/2 21/2 3/8 2365 168 ForS.I.:1inch= 25.4mm;1lbf-ft=1.4N-m; 11bf-in2=0.00284N-m2 1. Min. Design Properties refer to the design preoperties of Allowable Stress Design (ASD) publshied in the code evaluation report by the 1 -joist manufacturers. 2. The Allowable Moment refers to the published design value before the reduction factor0.82 is applied. 3. The flanges shall be solid sawn lumber, full length orfinger-jointed using approved glue meeting the heat durability requirements for 1 -joists per ASTM D5055. TABLE 2 - MINIMUM QUANTITY OF WEBSHIELD PANELS Joist Span < WEBshield Length 24" 1 12" Min. Quantity 26' 12 25' 12 24' 12 23' 10 2 22' 10 21' 10 20' 10 19' 8 2 For S.I.:1 inch = 25.4 mm; 1 ft = 305 mm Joist Span WEBshield Length 24" 1 12" Min. Quantity 18' 8 17' 8 16' 8 15' 6 2 14' 6 13' 6 12' 6 11' 4 2 Page 3 of 5 Joist Span WEBshield Length 24" 12" Min. Quantity 10' 4 9' 4 8' 4 7' 2 2 6' 2 5' 2 4' 2 3' 2 City of Wheat Ridge Building Division qVES 6 Originally Issued: 01/31/2019 653 Valid Through: 01/31/2020 TABLE 3 - PERCENTAGE INCREASE IN MOMENT CAPACITY FOR ADDITIONAL WEBSHIELD PANELS Span (ft) Additional Webshield Panel Installed Symmetrically About Joist Center Line' (in) Percent Increase in Moment CapacityZ (%) 0 7.1 6 11.6 8 12 16.1 15 18 18.0 24 18.0 0 1.5 20 6 5.1 12 8.7 9 18 12.3 24 15.9 30 18.0 0 0.0 16 6 3.0 12 6.0 10 18 9.0 24 12.0 30 15.0 0 2.6 21 6 5.6 12 8.6 11 18 11.6 17 24 14.6 30 17.6 0 6 12 7.1 10.1 13.1 12 18 24 16.1 18.0 30 18.0 36 18.0 0 3.3 6 5.8 12 8.4 22 1$ 11.0 13 24 13.5 30 16.1 36 18.0 42 18.0 0 0.0 6 2.3 12 4.5 18 6.8 14 24 9.0 30 11.3 36 13.5 42 48 15.8 18.0 Span (ft) Additional Webshield Panel installed Symmetrically About Joist Center Line 1 (in) Percent increase in Moment CapacityZ (%) 0 3.8 6 12 6.0 8.3 18 10.5 15 24 12.8 30 15.0 36 17.3 20 42 18.0 48 18.0 0 7.1 6 9.4 12 11.6 18 13.9 16 24 16.1 30 18.0 36 18.0 42 18.0 48 18.0 0 4.2 21 6 6.2 12 18 8.2 10.2 24 12.2 17 30 14.2 36 16.2 42 18.0 48 18.0 54 18.0 0 1.5 6 3.3 12 5.1 18 6.9 22 24 8.7 18 30 10.5 36 12.3 42 14.1 48 15.9 54 17.7 60 18.0 0 6 12 18 24 4.5 6.3 8.1 9.9 11.7 30 13.5 19 36 42 15.3 17.1 48 18.0 54 18.0 60 18.0 66 18.0 Span (ft) Additional Webshield Panel Installed SymmetricaIIyAbout Jai st Center Line l (i n) Percent Increase in Moment Capacity (%) 0 7.1 6 8.9 12 10.7 18 12.5 24 14.3 30 16.1 20 36 17.9 42 18.0 48 18.0 54 18.0 60 18.0 66 18.0 0 4.7 6 6.4 12 8.0 18 9.6 24 11.3 30 12.9 21 36 14.5 42 16.2 48 17.8 54 18.0 60 18.0 66 18.0 0 2.6 6 4.1 12 5.6 18 7.1 24 8.6 30 10.1 22 36 11.6 42 13.1 48 14.6 54 16.1 60 17.6 66 18.0 72 18.0 Notes to Table 3: 1. Additional WEBshield panel refers to the WEBshield panel in addition to the typical WEBshield panel as specified in Figure 1 of this report. The total length of the additional WEBshield panel added to joist web shall be double length indicated in above table. 2. Percent increase refers to the percent increase of I -joist moment capacity of FRI Assembly. Page 4of5 City of Wheat Ridge Building Division qVES 0 Originally Issued: 01/31/2019 1) Wood Hoist per plan 2) WEBshield panels 3) Fastener zones - one fastener to be installed In each of the 8 zones See Table 4 for alternate/additional fastening requirements WEBshield panels Fasteners in WEBshield panels on opposite sides of the web shall be staggered to avoid interference. Section View 0 0 0 0 0 0 653 Valid Through: 01/31/2020 WEBshield panels shall be installed tightly against the Hoist web at prescribed intervals, back4D-back on each side, to prated the web against exposure to flame. Fasten each panel using 16-1auge by 7/16-inchcrown staples, or equivalent, according to the following specifications. Installation Details: Use (6) 344 -Inch -long staples, minimum, to attach 15132-Inch4hick WEBshiel panels as shown. WEBshleld panels shall be installed at 4 -foot -on center spacing intervals with a 0.5' spacing tolerance. End panels shall begin within 2 feet from the ends of the Hoists (dimension y). The 3144nch4ong fasteners shall be installed at 90 degrees to the panel surface for adequate penetration to hold the panel against the [joist web. WEBshield panels See Table 2 - Minimum Quantity of WEBshield Panels WEBshield Using longer fasteners is permissible provided the panels fasteners are installed at an angle. Care must be taken to ensure the fasteners penetrate sufficiently Into the Hoist to secure the panels, and also to avoid punching through and detaching the WEBshield panels on the opposite side of the web. TABLE 4 - PRESCRIBED FASTENING FOR WEBSHIELD PANEL INSTALLATION USING STAPLES Fastening Options Fastening at 90 degrees to WEBshield Panel Surface Fastening at Angle to WEBshield Panel Surface Edge Staples Mid -depth Staples Edge Staples I Mid -depth Staples Staple Count Staple Length Staple Count I Staple Length Staple Count Smple Length Staple Count Staple Length 15132"WEBshield 6 I 3/4' 1 1-1/4' I 2 314" "r For SI: 1 inch = 25.4 mm 1) 3/4 inch mid -depth staple shall be driven at 90 degrees to the panel surface. FIGURE I - WEBshield Installation Details Page 5 of 5 City of Wheat Ridge Building Division City of Wheat Ridge 3 Residential Electric PERMIT - 202000987 PERMIT NO: 202000987 ISSUED: 06/01/2020 JOB ADDRESS: 3220 Iris Ct EXPIRES: 06/01/2021 JOB DESCRIPTION: Temporary electric - 150 amps *** CONTACTS *** OWNER (303)263-0489 FICCO LOUIS J SUB (303)944-1805 EDGAR VIRRUETA 180154 PRIMO ELECTRIC COMPANY *** 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: 1,750.00 FEES Total Valuation 0.00 Use Tax 36.75 Permit Fee 70.70 ** TOTAL ** 107.45 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this enn I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or g"pgrdf permi 's allnot be construed to be a permit for, or an approval of, an violation of any provision of any applicable code once or gulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: General Permit Application - CommDev ... https://wrmail.ci.wheatridge.co.us/owa/#viewmodel=ReadMessage... Online Form Submittal: General Permit Application no-reply@ci.wheatridge.co.us Thu 5/21/2020 4:14 PM To:CommDev Permits <Permits@ci.wheatridge.co.us>; Categories: Kim General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3220 Iris Ct. Property Owner Name Lou Ficco Property Owner Phone 303-263-0489 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email louficco@gmail.com Address Attach City of Wheat Ridge img001.pdf Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Primo Electric Company Contractor or Architect Contractor's License 180154 Number (This is a 5 or 6 digit number for the City of Wheat 1 of 3 06/01/2020, 9:23 AM Online Form Submittal: General Permit Application - CommDev .. Ridge) Contract Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. 303-944-1805 https: //wrrnail.ci.wheatridge. co. us/owa/#viewmodel=ReadMessage... primoedenver1 @yahoo.com primoedenverl @yahoo.com Install Temp. Electrical Service. 120/240 Volt 150 Amp Location of work (backyard, South/ East Corner of property, next to Transformer on roof, etc) Project Value (contract value $1,000.00 or cost of ALL materials and labor) Upload Engineer letter, other Field not completed. documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" or larger Field not completed. Field not completed. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the Yes Yes 2 of 3 06/01/2020, 9:23 AM Online Form Submittal: General Permit Application - CommDev .. property. certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything stated Yes in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Permit Edgar Virrueta https://wnnail.ci.wheatridge. co.us/owa/#viewmodel=ReadMessage... Email not displaying correctly? View it in your browser. 3 of 3 06/01/2020, 9:23 AM COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235"2855) Building Permit Number: 18485 Date: 3/18/2005 Property Owner: MARIO FICCO Property Address: 3220 IRIS CT Contractor License No.: 17924 Company: William D.Hillen, a Corp. Phone: 421-1961 Phone: 288-9482 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation: Permit Fee: Plan Review Fee: Use Tax: I hereby certifythatthe setback distances proposed by this permit application' are accu-rate, 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 1 have read and agree to abide by all conditions printed on this application, and that ,I assume full respons,ibility for compliance with the Wheat Ridge Building Code (LB.C.) and all other apPlicableW~ Ridge ordin n , for wo k under this permit. (OWNER)(CONTRACTOR) SIGNED . . 'F TE 3/ /1,!!)/)"' Total: $50.00 $0.00 $0.00 $50.00 Description: 75.~ .fi-- ,..... '. .'. ....,' .' ...... '+I'I~.S-:Df:; DEMOLITION OF 2 STORY FRAME SINGLE FAMILY RESIDENCE. APPROX. 2500 SQ. FT. Use: ~ Approval: Zoning: ~1Jm~ Approval : ~ Approval: Occupancy: Walls: SIC: Sq. Ft.: BUILDING DEPARTMENT USE ONLY Roof: Stories: Residential Uriits . Electrical License No . Company Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval : (1) (2) (3) This permit was issued in accordance with the provisions set forth in yapur application andis subject to the laws of the State o{Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not com[l1encedwithin sixty (60) days from issue date or (B) the building authorized is suspended or abandoned fora period of 180 days. . .. '.... '.' . . '. . If this permit expires, a new permit may be acquired for a fee of one~halfthe amount normally-required, provided no changes have been orwillbe made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, . .If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work_ofanymanner shall bedonethat will change the natural flow of water causing a drainage problem. Contractorshallnotity the Building Inspector twenty~four (24) hours in advance for all. inspections and shall receivewritleh approval on inspection card before proceediing with successive phases of the job. The issu permit or roval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the Sl e b . codes or an r ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: 3/JJ?/OS Property Owner: fJ11l1? /'0 F/C.LO Property Address: 3220.:L Ris'Cvtt.d Contractor License No. : /7121- companYLdIl;jy~-) IllJ!t/; ;j COt? Phone :JOJ/f2/- j'lb/ Phone: 303/2 t1' ;:i?~ 'I- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: I hereby certify that the setback. distances proposed by this permit application are accurate. Permit Fee: 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 Use Tax: application, and that I assume full responsibility for compliance with the Wheat Ridge BuHding Code (U.B.C.) and all other applicable w.hJft Ridge ordinances, for 1rk under thiS permit. Total: (OWNER)(CONTRACTOR) SIGNE~/lj ).!tg;l('~~ATE-i/f?/05' Description ~;fJ:II/(i/!7~) {/;2.' ~170ce ~411!(C ilk :1/ mc;f! ;;;'6' ?d ,/; W'Yf 25CO BUILDI G DEPARTMENT SE ONLY >t; Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: ..:ill ,11~w_W~ Expiration Date: Approval: ill F\!.OI[iR.~I!!~d J Expiration Date: Approval: illi--ilrR'! (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildmg Code of Wheat RIdge, Colorado or any other applicable ordmances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. If this permit expires, a new 'permit may be acquired for a fee of one.half the amount normally reQuired, provided no changes have been or will be made in the onglnal plans and specificatIons and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation (4) 15) 16) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEMOLITION PERMIT APPLICATION FORM A $55 FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. (Permit will be mailed to demolition contractor unless specified otherwise) Submit form to; Permit Coordinator Colorado Cept of Public Health and Environment APCD-SS-B1 4300 Cherry Creek Orive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 ~ o - u E - e:: o U e:: o E o E CI> o ~ Z~~;<. ~ CI> - iii CO '" o a. '" is Street '" o - '" CI> ~ .c 0 ",- <~ "a. CI> '" r;:::.E :e CI> u Inspector's name ....Note: Signature is required below"" Chris Maron Address 5 Deer Trail Road City Boulder Colo. Carl Number Zip Gode 80302 10/19/05 Telephone With Area Code 615 Date(s) of Inspection 1/24/05 (303) 449-1175 ~ o U CI> a. '" .Ee:: en .2 0- - CO '" U C1>r;::: .c .- lIlt:: <CI> "U CI> r;::: :e CI> u .... With my'slgnature below. I certify that I possess current AHEM and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have inspected the building to be demolished. as listed in the Demolition Site block above. sampled all suspect materials (in accordance with AHERA). had all samples analyzed for the presence of asbestos by a NVLAP accredited laboratory, and have detennined that (check appropriate box and .Ign In BLUE INK): No ACM exlsts anywhere In the building. The only ACM left In the building 15 non.frlable VAT and/or tar-lmpregnated roofi~ telt and these will remain non-friable durinQ demolition. All friable ACM. or ACM that may ~ rendered friable during ljemolltiOl1, ttw,t I found has been completely removed from this building. per my vlsual Inspection. Date of Final Inspection xx Chris Marou ~ CI> ~ e:: CI> il:o. 002 ",CI> e:: > ._ CI> ,,0 =... ::l 0 llJ' CO > o E 5 811j '" ~ ,g1: '" 0 C1>U .c '" < Building Name Year Constructed CI> .. iii e:: o E o E CI> o 1946 Type of Building (i.e, residential, warehouse, office building, etc.) residential Street 3220 Iris Court City Owner's Name Mario Ficco Street 3650 Vance Street, Suite 1 City Wheat Rid e Telephone With Area Code 303) 421-1961 General Abatement Contractor (GAC) Air Protek CDPHE Asbestos Pennit Number NA Total Quantity of Asbestos Removed -30 liuear feet Da.te Removal Completed 12/7/05 Telephone With Area Code 303 783-0363 Stale CO Zip Code Zip Code 80033 I verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (For information on CFC requirements call 692-31(0). CHECK THE APPROPRIATE BOX: ~ ~ CO ~ - e:: o U ~ o ~ CI> e:: il: o '" e:: :g 'S llJ Building Owner xx Contractor Dale Chris Maron Penni! #: Check #: THIS Box IS FOR CDPHE USE ONLY: Postmark or Hand D~livery Date: Issued: =- =-~ BEM ~an\(. demo.doc ... _ Wheat Ridge. OR ,..""'.....-.. i Colorado Department of Public Health and Environment Air Pollution Control Division - Stationary Sources Program - Indoor Air Unit 4300 Cherry Creek Drive South, APCD-SS-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 - Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROY4\.L NOTICE '-, I This approval notice is granted subject to ColQrado Air Qu~litr Control Commission , '. I .' Regulation No.8, Part B, a~opted December 18, 2003, and,effecti~ March 1, 2004, the Colorado Air Pollution Prevention and Control Act C.RS. ~~5-7-1'(jHand 25-7-501 et seq). This n~~ice signifies that the structure :vas inspected fot as~~tos an€lCFCs ~d the dem.ohtlOn contractor has prQperl~ notlfied,theColorado D~f;utment'9fPubhc Health and EnVironment pursuant to RegulatIOn No.8, Part B. ' I' As a co~tractor, you may be subject to ~t~er ~e~olitio~llice1l\eS an~ pez:nits, depending on the reqUirements of the county and mum, cIPahty, III Whl~,h th~! ~ork ls:~elllg performed. The Colorado Department of Public Health and Environmerjt, ~i{ Pollution Control Division, strongly suggests that you check with county and muni<ripa~~uth{)~~ties in order to determine any other local building/permitting requirem~nts!t:pat Jl,)ust be met. THE ORIGINAL PERMIT MUST BE POSTEp q, ,sITE AT ALL TIMES. 'I " Immediately notify the Unit of project modificati€l.n8 bJ'fwc{nulber above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition notice is valid beginning 3/24/2005 through II :59 PM on 4/23/2005. The actual scheduled work dates are from 3/24/2005 through 4/23/2005. Approval issued on: 3/14/2005 Record nwnber: 45539 Amount Paid: $55.00 Check nwnber: 28398 Notice N urn ber: OS.JE 1611 D For the location specified below: Asbestos Building Inspector: Chris Maron Cerification No.: 615 3220 Iris Court Wheat Ridge Jefferson County This notice has been issued to: Inspection Date: 01/24/2005 Hillen Corporation 7600 Dahlia Commerce City, CO 80022 Issued by: _~__~;Jj);E:;~-'---- n_~,_ 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: 14800 Date: 11/14/02 Property Owner: KSD PROPERTIES, LLC Property Address: 3220 IRIS CT Contractor License No. : 19805 Company: KSD CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 748-5725 Phone: 748-5725 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $1,000.00 (OWNER)(CONTRACTOR) SIGNED DATE Total: $0.00 $0.00 $0.00 Description: Use: CONCRETE DRIVEWAY AS INDICATED ON ATTACHED SITE PLAN BUILDING DEPARTMENT USE ONLY OK. 11/14/02 SIC: Sq. Ft. : ...... Note: ~ I co.lh_1or Is responsible for locating property lines and COnslructing improvements according to th' appr~ve~ plan and required development standards" The ClIy IS not responsible for inaccurate informa!" submitted with!n the plan set and any constructic'i errors resulting from inaccurate information. Approval: 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) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one~hatf the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for aU inspections and shall receive written approval on inspection card before proce~r t~su ces' phases of the job. The an 0 r the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provi ,th " ~er ordinance. law. rule or regulation. Chief Building Inspector (4) (5) (6) 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) MPUCATlON Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: \(:so I"rvpe..ri-;es, LLc.. , _ 'i . -I- .). I (;.0 3 2>0 ..\-V:,:. CO~'f\1 vJ ~U-o<. r--\ cl'r:, 1C1'(!"OS 1<:5 0 ~-t,..",-<--'F"",- L LC , Phone: 7 't'i( - .,;'72. ,.- Phone: 7'1" -<; 72,. 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 orregulations 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 B':lilding ~ode (U.B.C) and all other ~Pl"icable Wh~eat Rid" Or, dinanc, 08, for work under thIS pemut. I: i. /:" I .1' 1 .. . (_)(CONTRACTOR),SfGNED y~'" '-IL1DATE II-Ii 'uL Construction Value:$ 1000, ()C Permit Fee:$ Plan Review Fee:$ N It Use Tax:$ Total:$ DESCRIPTION: cLoV'.u.J-"" b (: v"C>>J"( w ~J: c...::X.S u"V\. Q tk-kd s.: te. PI ~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: 0 IL Approval: t' J "I ['-I(ov- PUBLIC WORKS COMMeNTS: Approval: OccUJl.ll1lcy: '" 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 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 expireif(A) the work authorized is not commenced within sixty (60) days from issue date arCB) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennitmay be acquired for a fee of one-half the amount nonila1ly required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractor shall notifY the Building Inspector twenty-four (24) hoUrs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance ofa p 't or the approval of drawings and specifications shall notbe construed to be a permit fer, nor an approval of, any violation of the provisions of the WI co s or any other ordinance, law, rule or regulation. Chief 2 Articl"t NlJmhAr 1III III ~ ::I'm ..~~ IIIIla S~711 D. Is delivery address different from item 1? If YES, enter delivery address belo.....: 3. Service Type CERTIFIED MAIL 4. Restricted Delivery? (Extra Fee) 1. Article Addressed to: DYe. ~s Scott Juri 9733 W. 32nd Ave. Wheat Ridge, CO 8003~; ~", Re: 3220 Iris Ct. " \ PS Form 3811, July 2001 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2855 Fax: 303/235-2857 The City of Wheat Ridge October 31, 2002 Certified Article Number 7160 3'01 '644 0606 5474 Scott Juri 9733 W 32nd Avenue Wheat Ridge, CO 80033 SENDERS RECORD RE: New driveway at 3220 Iris Court Dear Mr. Juri, It has come to our attention that you have constructed a new driveway at the above referenced property. Current regulations require that a building permit be issued for flat work in excess of five hundred square feet in size. Please submit the following information within 7 days of receipt of this letter for review and approval, I. A detailed site plan showing all new paving with detailed spot elevations throughout to determine drainage conditions. 2. Complete a right-of-way permit application for work done within Iris Court street rights of way, contact the Wheat Ridge Public Works Department for more information. Please feel free to contact me at 303-235-2853 should you have any questions or comments regarding this issue. Sincerely, 1/...~. E"~: ~ Darin M Codes A inistrator Cc address files Alan White, Planning and Development Director r. Building Permit Number: 14719 Date: 10/28/02 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) Property Owner: KSD PROPERTIES, LLC Property Address: 3220 IRIS CT Contractor License No.: 19805 Company: KSD CONSTRUCTION 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 measur ments shown, and allegations made are accurate; that I have read and a e 0 abid ndi' ns printed on this application, and that I assume full respo sibili for c e wi he Wheat Ridge Building Code (U.B.C.) and all other applicable e Rid ce rwork under this permit. (OWNER)(CONTRACTOR) SIGNE DATE /0-.:1[-'.:' Phone : 456-8883 Phone: 748-5725 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $900.00 $35.70 $0.00 $10.80 $46.50. Total: Use: Description: INSTALL 78 FT OF FENCE ALONG SOUTHERN PROPERTY BOUNDRY ~1~ Approval : Occupancy: Walls: Electrical License No : Company: Expiration Date: Approval: ~, BUILDING DEPARTMENT USE ONLY ~o~ ~~ .~<Jo<::: \0 S SIC: SIl. Ft. c"'" ",,<l> ~i; . ~ ~e. \C' a",'" :\~v ",) ~o \0'(. 1>cr~ ,-.5.0: <:-\).~. .e..e. \:"'" "~\t, <;:.\.S ...!'\.c~\) ...~(~ ,.\.,\.' _...... ~ "'~ "'v _ ", ,,,.. ..,\'<r ,,0<:' ,,0'. ~O, ,('}" "'~' \' ~ '{eCJ'C ",\0 o.c":"c e,.(;V (;0 -~:--() \<; \<5:'''> 0. .,<0~ ",~"1. ,;..:<:;..'-' OK PER COMMENTS. 10/24/02 ~\""<:-~~J:';,~<,\"\~#O,~c\"\O ,oP r$>~ -,,~ ~s' _" s v'" .. CO _,,'00' ,,0 ,,"00'..,.0 _$>'" _...~ ~"Oo' ,<'s,< ~~ , f!Io- ,<:- 0'._......... "'c~ <:-0' ..;..,~ \,0 ...."~ ",,\0 .~\" -i<'vo' ...,~'l, '1;';'eO .~e~ ,<,s~ Roof: Stories : ~ ~~~~lllential Units: Plumbing License No : Company: Mechanical License No : Company: 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 permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new 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 . successive ases of the job. (6) The issu a . e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provislo of b d s or other ordinance, law, rule or regulation. .-. ~~' WHE_, -?/ ~ " - " U ~ C'OL.PR""P 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 fC.SO f~,L.tc... 62.lD h-,!; eo..J, (/tJ1..u~Jy I t!-o i'{)O~.3 lao e~<M-<., LLC- Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Phone: 303 -v-Sb '-TyIf3 Phone: k3 -99#-57::Lr OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT [ hereby certify that the setback distances proposed by this permit application are accurate, and do pot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge B' ing Code .R) and ail other applicable Wheat Ridge Ordinances, for work der this pe Construction Value: 900. CJD Permit Fee: Plan Review Fee: Use Tax: Total: (OWNER)(CON1RACTOR): SIGNED Description: kJhd 7f{ f"u/ '3 f-~ ~ ~~. ~(J BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft. : ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Ct!!..-- Approval: .-' f?cr 6~f{ rvi z-f / c ).-- PUBLIC WORKS COMMENTS: Approval: OC> / 'j " '. <t?~ 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 pennit 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 thl; Zoning Regulations and Building Codes of Wbeat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is Dot 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 Dew 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. H changes have been orifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildin es or any other ordinance, law, nile or regulation. I I I I I I I I I I I I I! Ii Ii I I I I. FINAL DRAINAGE REPORT, 9737 W. 32ND AVENUE Page 5 The 100 year flows entering into the culdesac of Iris Court will be 6.23 cis which will pond to a depth of 5" at the inlet. The grass lined swale located along the westerly property line will have a slope of approximately 7% which will result in a maximum velocity of 4 ips. --.1? Fences are to be constructed with the bottom at least 6" above the lowest point of the swale for ~ .the width of the swale, to prevent the blockage of flows. The swale will carry 6.0 cfs which is greater than the 100 year developed flow of 4.2 cfs. Flows in the westerly swale will be collected in an inlet located between lots 5 and 6. These flows will be carried in a 15" pipe east to a proposed inlet located in the west gutter of Iris Court. (See calculations in the appendix). An inlet is also provided in the east gutter of Iris Court to collect flows from the . east half of Iris Court. Runoff from the rear of lots 6 and 7 will flow north to the proposed grated manhole located at the northwest corner of the property. This inlet will be in a sump condition to eliminate flows entering the Rocky Mountain Ditch. 4.3 Water Quality This project will incorporate the use of fescue grass and infiltration within the detention pond as its primary nonstructural BMP's (best management practice.) The grass-lined detention pond will provide for effective pollutant removal and sediment deposition. Temporary erosion control measures, as shown on the Erosion Control Plan, will be maintained until the entire subdivision is built out. Ascent Engineering Services, LLC BOUNDARY SURVEY ~ ~ LOT 3 N89"29'36"E 110.00' SCALE: 1"=30' W U z e... W 1!3~ u.. . 8~ ~ >- o:l z ~~ W ..... ::> ..... W It: V1 <C W t >- ~ >- ~ :J ;::: ..... => .... " c ~ 15.0' SET 5 8" REBAR wi PLAS C CAP LS 24968 o CONe lfi 14.5' 11.6 ~ t:::C ~t:! 0:1.,.,:- Ol~ . t:tj 12.4' LOT 2 2-STORY ~ WOOD & BRICK n 113 DWELLING LOT 2 o N 24.0 ~ >- ~ I~~ r .<C -'w ;::: =>tj Ib~ ~< '" o DAVO SUBDIVISION RECEPTION NO. 534330 20.8 v :! SET 5 8" REBAR wi PLASTIC CAP LS 24968 CONe ~ ,,", o :>S89"29'36"W 110.00' LOT1 NOTES 1. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT WHiCH MAY REVEAL ENCUMBRANCES OF RECORD NOT SHOWN HEREON. BEARINGS ARE BASED ON THE SOUTH LINE OF OF LOT 2, APPLEWOOD PRESERVE SUBD., FIL. NO.2 ASSUMED TO BEAR N89'29'36"E BETWEEN THE MONUMENTS SHOWN HERON. LEGAL DESCRIPTION LOT 2, APPLEWOOD PRESERVE SUBDiVISION, FILING NO.2 CITY OF WHEATRIOGE, COUNTY OF JEFFERSON, STATE OF COLORADO AKA 3220 IRIS COURT SURVEYORS CERTIFICATION I, ROGER A. VERMAAS, A REGISTERED PROfESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, HEREBY CERTIFY THAT ON MAY 31, 2002 A FIELD SURVEY WAS PERFORMED OF THE PROPERTY SHOWN HEREON, AND THAT THIS MAP AND THE SURVEY iT REPRESENTS WERE PERFORMED UNDER MY DIRECT SUPERVISION AND CHECKING, AND TO THE BEST OF MY KNDWLEDGE AND BELIEF IT IS AN ACCURATE DESCRIPTION OF THE BOUNDARIES KNOWN TO ME OF THE PARCEL OF LAND SHOWN HEREON. AAS ::;C': :<::)~ _""f'\. .~_ 2496a';P.... ~ ~at..z,,,,~ j ~ c.r.. '7"47'" . ~ ~ .,. y.Q... ....\.~ ~ 1},;: "'A........ ~'\) ~ '/;111/'" L L A ~\} ,\\\~' NOTICE ACCORCHNG TO COlClRAOO LAW, YOU MUST COM"E~I_t~Q~\~"'SED UPON ANY DEFECT IN DiIS SURw.;y .THIN THREE YEARS FROM 'M-lEN YOU fiRST DISCOVER SUCH DEfECT. IN NO EVENT MAY ANY ACTION BE COMMENCED MORE TI1AN TEN '\'EARS FROM THE DATE Of THE C(RTIFICAnoH HEREON. JOB NO 2002 0063 BEARINGS. If SH()'M.I. ARE BASED UPON THE R[CORDEO PLAT AND EXISTING t.lONUWENnON. . - ~ ASPEN Surveying, Inc. 2993 So. PEORIA STREET SUITE 150 Auroro, CO 80014 Phone (303) 750-4590 BOUNDARY SURVEY w U z e.... w "- I~~ . CONe ~ 8~ gj 11.6 t':i 2-STORY 0 ..; ~~ "'4 ::; WOOD & BRICK ~ "'4 ~I 11.3 DWELLING lit: . >- ~ f- LOT 2 0 ~ :J N ;::: 20.8 "'4 :J m '" f'i N " ~ C .. ~ 24.0 CONe LOT 3 NB9~9'36"E 110.00' I I ~ ~ SCALE: 1" =30' 14.5' ~ !::c s:ot:! 0).:- Cll~ . taj 12.4' LOT 2 1'0 ::::;B9~9'36"W 110.00' LOT 1 DA VO SUBDIVISION RECEPTION NO. 534330 floc- Peal! 5 u.,.,.;( tiQm A P PRO V E D ,,--tfv.c.hccQ f^~I4.- THI~ . BENEFI Subject to Field Inspeclions WHICH . NOT SI Wheal Ridge Building Dept. BEARI~ OF LO' "Mdl!~~I:;~:k" ~~~; -F- - CITY Of AKA 3: F~e 62-20 :H-..-s J~ a- Il . -' I ?f~ SURVEYORS CER11FICA 11 ON I, ROGER A. VERMAAS, A REGISTERED PROfE' . COLORADO, HEREBY CERTIFY THAT ON MAY 31, 20 1s PROPERTY SHOWN HEREON, AND THAT THIS MAP } PERFDRMED UNDER MY DIRECT SUPERVISION AND ( I KNOWLEDGE AND BELIEF IT IS AN ACCURATE DESCI ~ THE PARCEL OF LAND SHOWN HEREON. 0 ....' '.W ' ~-+Yf t'y,d-'J (i AAS :;:0. :Q~ ~"'1'\. .~- O. 2496~r;p... ~ ~a6z,h" J ~~.. rr4,?v .~i::: %~ Q.-i'A..........%~ #' //;/111 L LAl\~ ,\~'I' NOTICE ACCORDING TO COlORAOO LAW, YOU MUST COW..E~I_IMntOH\~SED UPON ANY 01 DErECT. IN NO E\lENT MAY ANY AC110N BE COMMENCED MORE THAN TtN YEARS fROM lHE DA.ll BEARINGS. If' SHOVIN, ARE BASED UPON TliE RECORDED PLAT AND EXlSllNC MONUMENllON. ~ ASPEN SurveJ ,,, ,72(<1'\ J ",;... i q X:. ~ ~ X _ .1.J(f~e.. 'n ~+ C~ p-tJcdr F~ed~ 322..0 .:..!-r-(~ 0- ,( . -'" I ?f~ . t " 1;) .., .f-+Yf t'c.d-'J tt~ .. I i~ ~ 72. (( 1\ i .. ~. .J< ~ X.. J..J(f&Ne.d.. c~ p-rJcdr Telephone 303/235-2846 The City of Wheat. . Ridge - 7500 West 29th Avenue Wheat Ridge, Colorado DATE: January 21, 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. C080033 OLD ADDRESS: .9733 W. 32" Avenue. Wheat RidlZe. CO 80033 NEW ADDRESS: Lot 1: 3210 Iris Ct.: Lot 2: 3220 Iris Ct.: Lot 3: 3230 Iris Ct. SUBDIVISION: Aoolewood Preserve Subdivision Filing No.2 LOns) 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 L YlNG 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 SOooll'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- LI - {)2.