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Home My WebLink About9325 W. 45th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes = Noj When corrections are complete, schedule re -inspection online. Date: - Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2 Job Address: ptu c Permit Number: (70 C' b 7 SIV ((,0 %l' '� Vje, f r, t, 011 c r -eJ -f - i �. U No one available for inspection: Time V)"yl AM/PM Re -inspection required: `yes' No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 201901108 PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 02/18/2021 JOB DESCRIPTION: Residential addition- 1,229 sq ft total **REVISION: Add 2nd floor within interior of addition - 450 sq ft total; Added valuation: $15,000.00 **REVISION: Add bedroom and bathroom in new addition; Added valuation: $18,000.00 **REVISION: New electrical service, 200 AMP $2250 added valuation. *** CONTACTS *** OWNER (303) 997-7666 KUO MARIE SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KI PL ING , 1-70 & CLEARCREEK ARE BLOCK/ LOT# : 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 167,250.00 FEES Total Valuation 0.00 Plan Review Fee 11008.35 Use Tax 31512.25 Permit Fee 11570.65 Engin. Review Fee 150.00 ** TOTAL ** 61241.25 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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. City of Wheat jAe OMMUNITy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a—ki.wheatridge.co.us or fax to 303-237-8929. Parry requesting permit Permit # c�� 90�� Property Address: 93oZ. _ /it), 4%� ILA A14, Phone# 3d�-2666 Email Address: !!ylarl'e o�Cpy�'ICaSt Reason for extension /S Number of days preeqquested: / c 0 l//J // Printed Name: / AYie 160 Signature: V a4,:V �Gt4_�' Date: t lzypy For office use only This request has been: Approved XApproved Denied Extendeduntil: 2/18/2021 6- Date: 1/12/2021 www.ci.wheatridgexo.us City of WheatPj.,dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsAci.wheatridee.co.us or fax to 303-237-8929. Party requesting permit extension: / /(Gt4zz Permit # , ,20/%L'V/0g Property Address: Phone # Email Address: Ma/ x1�e�u{oQ C`Or✓/CGS /J Reason for extension request: ' G atti/n2N� Number of days requested: Z O /1 Printed Name: 1 Ca✓le kluo Signature: � Date: f l81 020 For office use only This request has been: Approved by: XApprovcd Denied Extended until: 1/18/2021 www.ci.wheatridge.co.us Date: 12/18/2020 � ► � i City of Wheat Ridge Residential Addition PERMIT - 201901108 PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 12/24/2020 JOB DESCRIPTION: Residential addition- 1,229 sq ft total **REVISION: Add 2nd floor within interior of addition - 450 sq ft total; Added valuation: $15,000.00 **REVISION: Add bedroom and bathroom in new addition; Added valuation: $18,000.00 **REVISION: New electrical service, 200 AMP $2250 added valuation. *** CONTACTS *** OWNER (303) 997-7666 KUO MARIE SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KI PL ING , 1-70 & CLEARCREEK ARE BLOCK/ LOT# : 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 167,250.00 FEES Total Valuation 0.00 Plan Review Fee 11008.35 Use Tax 31512.25 Permit Fee 11570.65 Engin. Review Fee 150.00 ** TOTAL ** 61241.25 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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. cmCity of COMMUNITY DEVELOPMENT CilyoF What Ritlge Mwiryol BuilGnB 75W W.20A,e. 80033 -Ml P:3032352855 F:M 237x92R Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests fm extension must be made in sanding and received prior to the date of expiration. An extension of no more than Igo days may he graded at the discretion of the Chief Building Official and may be subject to a fee equal to one-balfof the original pemut fee. R issuance or extension of expired permits is at this sole discretion of the CbmfBuildivg Off ial and is not guarontced. Please complete flus form in its entirety and submit to the Building Bivisiou at permitso,ci.wheaaidge.co.us in fu m 303-337-8929. Pany"Unsitiigpermdextensumn Marie Kuo Pmmitu 201901108 propety Addreee: 9325 W 45th Ave Phones 303-997-7666 Email Address: mariekuo@comcast.net Number of days requested: 10 days Primed Name: Marie Kuo Snituothim. MarleKuo Dnm: 11/25/2020 e ot�ur oely y rwr�nmmaxm: PoIMnVeI o13mi� sa4naea®a: 12242020 Appm,m by: �Quaeaa rime: 11/252020 In the past 80 some days we complete yard landscaping. Please see pictures bellow. We also inquired more than 20 contractors for the driveway project. Most of them do not want to do public work. Finally we found a contractor who willing to take our job, Tuesday came the snow. I don't know will there be any more disaster. Please give us 10 more days. We have done so much, this is the last part, we will do anything as you requested. I have singles across my back. This is one of the most painful diseases. I have slept on the basement floor. Please believe me; I really want to see this finish. If everything is OK, we should finish by next Monday. Just in case; please allow us one more extention. You all have nice holidays! Front Yard with 5 trees �- - �.: Si:'. ^.4 I ' r - Aa a _ - • . d. �� d 1• This is my singles, one of the worst kind. City of Wheat Ridge Residential Addition PERMIT - 201901108 j. PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 11/30/2020 JOB DESCRIPTION: Residential addition- 1,229 sq ft total **REVISION: Add 2nd floor within interior of addition - 450 sq ft total; Added valuation: $15,000.00 **REVISION: Add bedroom and bathroom in new addition; Added valuation: $18,000.00 **REVISION: New electrical service, 200 AMP $2250 added valuation. *** CONTACTS *** OWNER (303)997-7666 KUO MARIE SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 167,250.00 FEES Total Valuation 0.00 Plan Review Fee 1,008.35 Use Tax 3,512.25 Permit Fee 1,570.65 Engin. Review Fee 150.00 ** TOTAL ** 6,241.25 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. I, by m�s'na'urei, do hereby atthat the work to be performed shall comply with all accompanying approved plans and specifications; applicae uilding codesand all applicable municipal coes,pobyhe lgal owner ofthe propertyand am authorized toobtain thisthiserit. 1 further attest that I an legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be erOrmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 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 Divisi 6. The ' AM= or granti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app e c e or dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 00 11 01 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. [ ih ��I W haat ji�'s �gv r• \fiN tll\IItVc%tl.� L 1lhv:il Ridge \ltm..tt,;l4ialum, 'r?:i 11. _,: NAI! ;', a:. `7�,_s?j ;Ire.;? '.�'!N Permit Extension Request Form Pennits expire 165 dal -- after the date of issuance rc-ardles" of %k:6\ li\ for a\tcnsion must be made In �lritinst and ed prior it, the date ol'e\piration. An exten:,ton oi no nwry risco: days man he stranted at the diseretion ofthe Chief' Building Official and ma\ be s4hieet 10 .I :;e ;Nuai W, original pertnit Ice. Rc-issuance or extension of expircd permits ]s at the %oh: dis%:-,ni`n t'llie> f3i111ding ( ) ielal anO is not guaranteed. Please complete this form in its entirely, and sulmn:ii sim. at • Or ill\ to 0'-22.1 _891 1), Pavy recluestini, pennii cxtenmon: Marie KUo Permit;- 201901108 Propert\ Aw'dress: 9325 W 45th Aire Ridge 80033 Phone - 303-997-7666 fit :�J�ire;•: mar'iekuo a•comcast.7,et Reason for e\tension request: du,•irg pandemic we did rothirg for a trost 3 r"or:t". We already pass all inspectior erect Zoning finai. I think 3 rrcrths %- i- give us enough time to complete that. Number of slays requested: 90 days Printed Value: Melfie Kuo SiLn:ttur: A�*,ao ()ate. 8/31/2020 For office use only This request has been: XApproved -1 Denied Extended until: 11/31/2020 Approved by: &!� Date: 8/31/2020 www.et.w heat ridge.co.0 s i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ,�1 t / 1C_ wle�) Job Address: lis five_ Permit Number: e2 ❑ No one available for inspection: Time M P Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci. wheatridge. co. usdnspection Date:. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division i. (303) 235-2855 Office INSPECTION NOTICE qo�5Inspection Type: .._.,., Job Address: Permit Number:' i 4 i R U No one available for inspection:--Ti�M Re -Inspection require (, 0 When corrections have been made, schedu a for re -inspection online at: http✓/www.ci.wheatridge.co.ueinspectio ■ D - �spec(or: e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:f" F1 Job Address: ? ;?- 5 tel/ pis = 4 v�- Permit Number: gyp/ C� eo- I 1-n 9 ❑ No one available for inspection: Time �. `�"� A4 IM Re -Inspection required: (Yes) No tt%" When corrections have been made, schedule for re -inspection online at: http✓Avww.ci. wheatridge.co. uslinspection L Date: 1 A5220Inspector:T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f �V MF1 Xo F WZ Job Address: 9.32-.-S W e-�--�' i, Permit Number: ZO/ `1 D I /O 5 r',..,,,o f l.,,, Q ec-,k le t7 -7 ❑ No one available for inspection: Time //;<iS /PM Re -Inspection required: <fest No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci.. whea tridge. co. u�nspection Date: 9/ �//?,t!'?es Inspector: _S_/0 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: % 3 Z S iii/ �/v5' tee., Permit Number: 2-01 cl C9 ( /& ❑ No one available for inspection: Timea//,' M Re -Inspection required: Yes er When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: Z. Inspector:b` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ` - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 32, r Inspection Type: 364r; /rrrJ Job Address: 2" ? A, t"- 4,0_4" Lk /jy Permit Number: ?ol!� n, /O ❑ No one available for inspection: Time %4, M M Re -Inspection required: Yes 'No' _.. When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us%rinspection Date: inspector: >. Z �.S' _ �� ector: 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: &(-) C, CJ 1 J L ❑ 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. uslinspection Date:��Uc� �� Inspector: `. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: i CWy_� ✓�/ tri 1 J L c. Y ❑ No one available for inspection: Time'I - AM/PM Re -Inspection required: fe� No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. uslinspection Date:.' 6dU':�0 Inspector: DO NOT REMOVE THIS NOTICE )f CL 0 A = a COL I �13 o fl �qage CL 0 A = a COL `i_ CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � _ A k C Job Address: Ll (�— Permit Number: Q (-) 1 C,\ t .� 1 i U ?� I - r ❑ No one available for inspection: Time `f AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:. ),',,—Inspector: E DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �V �— Job Address:\ :�- Permit Number: '` (� L._) .)0! "-', C' I I v 1 LJ No one available for inspection: Time AM/PM Re -Inspection required: Y s 3 No When corrections have been made, call for re -inspection at 303-234-5933 Date:� " Z —inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office I PE(;TIO"OTIC Inspection Type. _ t Job Address: C— 1 Permit Number: t?_1 q ri I I a5 F caeca. ❑ No one available for insp Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: h Hp YAvw w. c i. wh ea tridg e. c o. ush n tt ecti-o,* Da::?N� Inspector A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICES Inspection Type: i rte` Job Address: �{ r Permit Number: (V 1 ids ❑ No one available for inspection: Time `� 1_ -SAM/PM Re -Inspection required"'Yes— o When corrections have been made, ,Eallo Date:( M- In City of Wheat Ridge Residential Addition PERMIT - 201901108 PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 09/04/2020 JOB DESCRIPTION: Residential addition- 1,229 sq ft total **REVISION: Add 2nd floor within interior of addition - 450 sq ft total; Added valuation: $15,000.00 **REVISION: Add bedroom and bathroom in new addition; Added valuation: $18,000.00 **REVISION: New electrical service, 200 AMP $2250 added valuation. *** CONTACTS *** OWNER (303)997-7666 KUO MARIE SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 167,250.00 FEES Total Valuation 0.00 Plan Review Fee 1,008.35 Use Tax 3,512.25 Permit Fee 1,570.65 Engin. Review Fee 150.00 ** TOTAL ** 6,241.25 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Landscaping removed or damaged during construction must be replaced prior to final 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 permit. 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 I . This permit was issued based on the information provided in thepermit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. q. 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 gra mg of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap . is ble code or aI ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �`)`!heat Idge COOMMMUNij-y DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(oki.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # A 0116110 S/ Building Permit Revision/Amendment Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * Property Address: c 4_1 Property Owner (please print): 44' Phone: Property Owner Email: 7il �� '�/_r r�G9 Mailing Address: (if different than property address) Address:�_� - City, State, Zip: Submitting Com ag_ny: Contact Person: �� , Phone: W Contractor: z Contractors City License #: Phone: Contractor E-mail Adi ei�2ehP R ccz. Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Btu's Gallons Amps Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE O_ti'E: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) /' ! 1 GG(G SIGNATURE: / 113,- ,t PRINT NAME: / G j/t e (� 2111&121-1 C DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION* ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (2 Job Address: Permit Number: O t Cl (ie �nac C_ 11 L] No one available for inspection: Time ' ` r% AM/PM Re -Inspection required:Ye, No When corrections have been made, call for re -inspection at 303-234-5933 Date: ! .I 1 • Y UZu, Inspector: fir' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' P'WOr VOL M C c-,) Job Address: % \�., Permit Number: �� C.t O nu ❑ No one available for inspection: Time � r� �3 AM/PM Re -Inspection required,�'`Y, s No C.- s When corrections have been made, schedule for re -inspection online at. httpYA,vwwl.ci. wheatridge.co.usdnspection Date: Inspector: u DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201901108 PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 09/04/2020 JOB DESCRIPTION: Residential addition- 1,229 sq ft total **REVISION: Add 2nd floor within interior of addition - 450 sq ft total; Added valuation: $15,000.00 **REVISION: Add bedroom and bathroom in new addition; Added valuation: $18,000.00 *** CONTACTS *** OWNER (303)997-7666 KUO MARIE SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 165,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,008.35 Use Tax 3,465.00 Permit Fee 1,551.30 Engin. Review Fee 150.00 ** TOTAL ** 6,174.65 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and a pplicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the prop and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest th am legally authorized to include all entities named within this document as parties to the work to be pertormed and that al -be-performed ' disclosed in this document and/or its' accom anying approved plans and specifications. Signatu R or CONTRACTOR (Circle one) Date I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 ranting of a p rmit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c . e an ordma or regulation of this jurisdiction. Approval of work is subject to field inspection. 4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of l �I heat Ogie COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 1�130q Add " Permit ' gjqojjog Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1-v Property Owner (please print): %� w1 iC-� � Phone: 3 b - F97- 764�, Property Owner Email: 1'1/1 ✓, 'e f�uo G �rys� c� r� Mailing Address: (if different than property address) Address: �3� �" j� , el State u1-2riiS G Contact Person:Phone: o8 SA,,h Ka #-L' L -a t7ge- Contractor: g 6" 671 , ra c tr, " ", C, lP ,� ,��/zyr� �f ' � o / 9 D// a8 Contractors City License #: Contractor E-mail Address: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. — If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: c A,, -,-Id A Ale(v el� 7(� Sq. Ft./LF Z " 5f Btu's Amps -4 2, -e- Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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 ion to list that entity on this application. CIRCLE ONE: (OWNER CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Y i e- SIGNATURE: �l�AA Ae A G 4 DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: 12�2a1 �°I PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required _ ^� ❑ Not Required Building Division Valuation: $ U Randy Slusser Sent: Tuesday, December 3, 2019 2:17 PM To: mariekuo@comcast.net; gunnison@ymail.com Subject: Plan review for revisions at 9325 W 45th Ave, Wheat Ridge Good morning, Please see below for the following comments on the new story: 1. Revise A0.0 to state "New two story addition" on site plan. 2. Provide a floor plan showing the second story only, label use of all rooms. 3. Provide a section view at grid line 4. RE: new floor detail 03 on sheet A1.3. 4. Section detail at gridline 5 not specified. RE: new floor detail 03 on sheet A1.3. 5. Please clarify "future bathroom". Will all plumbing be installed and capped? Any electrical or mechanical run at this time? Verify minimum ceiling height will be maintained for bathroom per 2012 IRC R305.1, exception 2. Please resubmit (2) sets of revise drawings at your earliest convenience. Sincerely, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatrid e, co.us �,A � Wlzc�ztl CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Ave - December 14, 2019 1. Revise A0.0 to state "New two story addition" on site plan. See revised 2. Provide a floor plan showing the second story only, label use of all rooms. See 6/A1.3 3. Provide a section view at grid line 4. RE: new floor detail 03 on sheet A1.3. See A1.3 detail 3/A1.3 is the section thru the garage section it is called out on 2/A1.3 4. Section detail at gridline 5 not specified. Please fill in detail number. RE: new floor detail 03 on sheet A1.3. Deleted 5. Please clarify "future bathroom". Will all plumbing be installed and capped? Any electrical or mechanical run at this time? Verify minimum ceiling height will be maintained for bathroom per 2012 IRC R305.1, exception 2. Only the ceiling over the toilet is 5' ht i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type. _ Job Address:Permit Number: Number: Ul �, U I O$ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No c, .s When corrections have been made, schedule for re -inspection online at: http✓/vww.ci. wheatridge.co. uMnspection Dater G'' I Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Yb1L5 Job Address:3 Permit Number: ❑ No one available for inspection: Time `'- AM/PM Re -Inspection required: Yds No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. uslinspection Date: —Inspector:�)� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: » `�>r Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes I No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Dater \, ,C' Ac' Inspector: `" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �- i`� t �r�, - k Permit Number: 7)c-, X l 0 ❑ No one available for inspection: Time J AM/PM Re -Inspection required: Yes `No) When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: �, (t� �� Inspector: � f DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE ® - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ` C m \,•� n Job Address: PermitNumber: jr z ❑ No one available for inspection: Time ,%— AM/PM .✓ Re -Inspection required: ,Ye§� No k_. - *When corrections have been made, schedule for re -inspection online at: http.Ilwww. ci. wheatridge. co. uslinspection Date: `� ':::; - k", Inspector:_ DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE ® - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ` C m \,•� n Job Address: PermitNumber: jr z ❑ No one available for inspection: Time ,%— AM/PM .✓ Re -Inspection required: ,Ye§� No k_. - *When corrections have been made, schedule for re -inspection online at: http.Ilwww. ci. wheatridge. co. uslinspection Date: `� ':::; - k", Inspector:_ DO NOT REMOVE THIS NOTICE - i- --tf- '--�)C116DItR?-S B b City of W heat F,,.,,dgle om UNM DEVELOPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 291 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: /OL -7 / PERNIIT# 960 l lO ADDRESS: 3'aS �/S "I �� LOT BLOCK 1Y1 P 11 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:_ REAR: SIDE:,J SIDE:qj. n, 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 Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are i&Wached exhibit. Signed Print Professional Surveyor -.vAvNv.ci.wheatridge.co.us AL LAN�� Rev 11118 A�- 1-2D qD 0 »� EXHIBIT LEGEND ' ■ FOUND #5 REBAR & CAP FENCE LINE R -O -W - RIGHT-OF-WAY �•- -- . •-1 CONCRETE &FLAGSTONE AREA GRAPHIC SCALE 0 10 20 40 ( IN FEET) NOT TO SCALE € _____ 6 — 2.2 �L o i 24.0' `R FOOTER FORMS ONLY �i 10.0' Ni P I` 21.0' i 41.5' #9325 SPLIT LEVEL HOUSE (6 N 34.0' 41.1' �i 21.4' 31.0' • •I 137 -SO' WEST 45TH AVENUE 50' R -O -W 41.0' _3■ N NOTICE TO SURVEYOR: AN1. Elevations shall be shown for ALL foundation corners. W E 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 the property. S 5. If drawing is to-scale,,provide the scale. If not to -scale show as N.T.S. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �" v� o _.S e 1.1.,E c (`- Job Address: i `i b✓ q kj 1, , " Ve-- Permit Number: 2U I U U -� ❑ No one available for inspectigri (I Re -Inspection required: Yes( No When corrections have been made, schedule for re -inspection online at; http://www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE ** � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: =� Ce !" Job Address: C7k'D�_ yIJ 4- F v Permit Number: cv t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co. uslinspection Date: i � - \ " Inspector: `� '-' DO NOT REMOVE THIS NOTICE o A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: UC: +� ` ''� C Job Address: _7 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. cL wheatridge, co. usVinspection Date: C.^! 1 D l� - 1 qnspector:� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f- CX-) Job Address: Permit Number: C) 0- V(b-k C 1) -e J No one available for inspection: Time j-0 b) AM/PM Re -inspection required: ty6s No When corrections have been made, schedule for re -inspection online at: http://Www.cL wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Addition PERMIT - 201901108 PERMIT NO: 201901108 ISSUED: 09/05/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 09/04/2020 JOB DESCRIPTION: Residential addition- 1,229 sq ft total *** CONTACTS *** FEES Total Valuation OWNER (303)997-7666 KUO MARIE 945.46 Use Tax SUB (720)219-3244 SAM MONSERRATE 190248 SM HEATING & AIR LLC SUB (720)352-8423 EUGENE ROGOZIN 190233 E&D ELECTRIC LLC SUB GERALD NEUMANN 130066 ABSOLUTE PLUMBING SOLUTIONS GC (720)987-7686 ROMAN MUZYCHENKO 190153 TEAM CONSTRUCTION & REMODEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 945.46 Use Tax 3,150.00 Permit Fee 1,454.55 Engin. Review Fee 150.00 ** TOTAL ** 5,700.01 *** COMMENTS *** PROJECT VALUATION: 150,000.00 *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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 (251) 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. Landscaping removed or damaged during construction must be replaced prior to final 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be periorned is disclosed in this document and/or its' accompanying approved plans and specifications. 4 � Signature e of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the pen -nit application and accompanying Flans 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 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. 5, The issuance or granti of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl a co e or any dinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat R,,,.dge COMMUNITY 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: Permits(o)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 5/51-11 �g Plan/Permit # Plan Review Fee: S Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:l 2,,�� i9%S +I7 (C ��p Property Owner (please print): 1121«4'� vPhone: - E.22:2— Property .22:2—Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State ArchitectlEngineer: ArchitectlEngineer E-mail: ,' �-7 (s% aw,`/., C, 2i Phone: 2e ?2 - 22 -LS' Contractor Name: City of Wheat Ridge License #: ,,2el f fS `�3� r�f;�C'� Phone: 7�� , Contractor E-mail Address:hcr�l�d�s't, For Plan Review Questions & Comments (please print): CONTACT NAME (please print): '51L Ac all L Phone: " �� ` 72 c S - CONTACT EMAIL(p/ease print): 61 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: City License # A t?� o - r19 /,� � �3V 6�c� Other City Licensed Sub: City License # ' Complete all highlighted fields, if applicable. ❑ COMMERCIAL M 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. CSG<y' 14GV' 7 (✓Y� Grit __ �i Sq.Ft. LF 12ZqBTUs 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) 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. CIRCLEON (OWNER) CON RACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last Dame): DATE: / Printed Name: MA /</-It e:E� DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: ' ``�y CONSTRUCTION TYPE: Reviewer: 2 1 "1 BUILDING DEPA T OMME (0102 Reviewer: PUBLIC WORKS COMMENTS:r-, CONOI7 jC�14,j Cr— AW�2aUAL- JOR s �pUtarld�� v Reviewer: l Building Division Valuation: City of SINGLE FAMILY/ UpLEX r/ %h6 t RidsTe ..A florstic WORKS 11UILDIN G PE"I7'APPLIC.47'I®IV RE VIEW Date: I_ka! 2o/9 Location:. 15 25 GSI A va ATTENTION: BUELDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: SOI{ refer to 2. k1 Public Improvements required & to be completed with project: stipulations. a. street paving/patching: _ Yes P/� No b. curb & gutter: Yesf_ No Completed c. sidewalk: Yes Completed d. Other (specify): _ YesNo Completed Completed For items not constructed, the amount of funds taken in lieu of construction: 3. -1L Does all existing roadway/alley R.O.W. meet the standards of the City: yes If not, what is required? No If R.O.W. is required, has the deed been received: Yes ._ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy, f 4. 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. A06,Si ature 2olg Sn Mark Van Hattan Date 5. Y—A, NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Pen -nit Application for the stated reason(s): Signature 6. Stipulations: Mark Van Nattan Date 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT OF PROJECT ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. RMTI PRIOR TO THE Rev 04/2016 n City of wheat ji e COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): I� fia'A-69- ' C% Project Property: !�y�� Project Type: v �? 2 Notarized signature of Applicant State of Colorado } County of J e K¢r_<on } ss r� The foregoing instrument was acknowledged by me this _J day of�� 20 ' by t`'1c,r e- k41D TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 My Commission Expires daJ2026 Notary Public Date: August 29, 2019 To: City of Wheat Ridge, Building Department Subject: 9325 W 45th Ave, Wheat Ridge, Co 80033 Owner Permit 20190160 Dear Sirs: I, Marie Kuo, attest that I currently reside at the project property, intend to do a rear addition for a period of one year to complete. I am personally performing all hiring work. I will only hire Wheat Ridge City licensed professional workers. Consultations and inspections will only be performed by myself. Sign and attest by �in � Marie K u o 9325 W 45th Ave, Wheat Ridge Co 80033 Cell Phone: 303-997-766 Email: mariekuo@comcast.net City of WheatPidge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 9325 W. 45th Avenue Permit Number: 201901108 Approval of this building permit is subject to the following conditions and notes: • A Right -of -Way Construction Permit shall be required prior to the commencement of any construction in the public ROW. Contact Public Works at 303-235-2861. • The post development drainage patterns must closely follow pre -development, per Colorado Water Law. Swales and downspouts shall be directed to protect adjacent properties from stormwater runoff. • Final Slope Grading should not exceed 4:1 to be consistent with recommended City Grading and Drainage Standards. MVN 7/29/19 Page 1 of 1 Ciety of lat ie �01311C WORKS 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 DATED: ADDRESS: 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 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 City of ' lea. w p3'k)h C VV0KKS City of Wheat Ridge Municipal Building 7500 W. 29'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 1 ,AUS, 2019 Location of Construction: �137� I/�l _per, A IVF Purpose of Construction: d Crj70oA1 Single Family V% Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) $ 1 OD 00 Single Family Residence/Duplex Review Fee: ..................................... $50.00 $__6D Dc CommerciaUMulti-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the 1 n and 2nd submittals): .......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1 n and 2nd submittals): .......................... $500.00 $ o Trip Generation Study Review Fee: .................................................. $200.00 $_ • O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal ch anges have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: o Resubmittal Fees: 3Td submittal ('/2 initial review fee) :.................................................... $300.00 $ 4'h submittal (full initial review fee) :................................................. $600.00 $_ All subsequent submittals: ................................................................. $600.00 (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 5D � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. !, " �, r „J'V Ii' 1C1gY. ce, u.± Rev 12/12 Address: Lot Size: RESIDENTIAL Building Permit - Plan Review Worksheet 'I, '24 Int, A ✓ C Zoning: 9- Z '7.5q sq. ft. Lot Width: ,'-I V ft. Rev. 09/2017 Property in the flood plain? Q0 If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: 5 Lrdy 1)Z(�Cy Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑ Accessory ISP, ILC or site plan none —if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: � 6 % Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % '505, 6 sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: — 16b sq. ft. (0 e'14t) Proposed+Existing Lot Coverage sq. ft Required Setbacks: FR 2-'r ' S 7571 S R iO l Provided Setbacks: FR 36,' S `'� t= l S '�- 2 IS R 10' For additions or new construction, is the structure within 2 feet of minimum setbacks? ; YE5 If yes, add surveying condition FND. Maximum Height: 3 Ift. Maximum Size: sq. ft. Proposed Height: I �J5 ft. iklgk'cs+ 4,�+'x!01 roposed Size: sq. ft. Does the bulk plane apply? (Y/N) W© If yes, does it meet on all sides (Y/N): FR S S 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)? I� 0 If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area 3.437 —existing floor area 27-256 ) / existing floor area 22216 ='^�% increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -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 Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For 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. ✓fi ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. d For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) C' For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 1 l'( 0 - width of driveway 2 q ) / 70 = 2- (round up for required trees) Street trees required: 7 Street trees provided: ff 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. l� 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 Unit ❑ Not approved as an independent dwelling unit. b RE -DYED a9 � l vut (i Per Environmental &- Disaster Restoration, Inc. ECOS Environmental - Aurora, Colorado 3538 Peoria Street Aurora, CO 80010 Office - (303) 442-3267 info@ecosenvironmental.com www.ecosenvironmental.com ASBESTOS INSPECTION REPORT CLIENT: MARIE Kuo ADDRESS: 9325 W 45TH STREET, WHEAT RIDGE, CO 80033 EMAIL: mariekuo@comcast.net PHONE: 303.997.7666 Ecos JOB NUMBER: B -19 -0307 -AT PROJECT LOCATION: 9325 W 45TH STREET, WHEAT RIDGE, CO 80033 DATE OF INSPECTION: 11 JUNE, 2019 I a Environmental Disaster Restoration, Inc:. SUMMARY ECOS Environmental & Disaster Restoration (ECOS) was retained to conduct a survey of limited scope at the above location in reference to determining if there is asbestos containing material (ACM) in a region slated for renovation. The inspection was performed in accordance with the Standards of Practice of the Colorado Regulation 8 Part B in effect at the time of this Inspection. This inspection is not intended to be technically exhaustive. The inspection included all building materials in the proposed areas, however, should any additional building materials be discovered during renovation, those materials must be sampled and analyzed prior to continuing with the work. Eight (8) samples were collected of all suspect materials. The Inspector has prepared this written asbestos Inspection Report for the sole use and benefit of the client. The asbestos inspection report shall identify, report, and make recommendations for future evaluation. Client agrees to read the entire asbestos inspection report when received and shall promptly call the inspector with questions or concerns regarding the report. The use of this report and information contained herein by others, in whole or in part, is not authorized without the written mutual consent of the client and ECOS Environmental. INSPECTOR QUALIFICATIONS This inspection was performed by Colin Mullin, Colorado State Department of Public Health and Environment Certification Number 25268. ECOS collected bulk samples of the homogenous materials in a random and representative manner, as determined by the Inspector. A minimum of one composite core samples that included all layers within the suspect material was obtained from each homogenous area. Samples of soft friable materials were obtained by removing a small portion using wetting techniques. The sampler cleaned equipment following collection of each sample to minimize cross -contamination between samples. The sampler assumed that materials in inaccessible locations were similar to those in accessible locations, in order to limit destruction during the sampling process. All samples were placed in sealed, labeled containers, and the sample descriptions and locations were recorded. Samples were delivered under a chain of custody for analysis to Aerobiology Laboratory in Denver, CO. Samples were analyzed by Polarized Light Microscopy. Performance of this asbestos inspection is intended to reduce, but not eliminate, uncertainty regarding the presence of ACBM in connection with the above referenced property. No guarantee is expressed or implied that all ACBM was identified in the inspection. Therefore, ECOS Environmental cannot be held accountable for restrictions placed on us by the client, conditions or information that remained unknown, or areas that were inaccessible at the time of the inspection. 2 e os Environmental Disaster Restoration, Inc. TRANSMITTAL One (1) copy of the results of the building/ structure asbestos survey shall be immediately transmitted by the building/ structure owner as follows: One copy of the completed asbestos survey shall be sent by the owner or their agent to the local government entity charged with issuing a permit for such demolition, renovation, remodeling or repair work under applicable State or local laws. The completed asbestos survey shall be kept on the construction site with the asbestos notification and variance, if required, throughout the duration of the asbestos project and any associated demolition, renovation, remodeling or repair project. BUILDING/STRUCTURE ASBESTOS SURVEY INFORMATION The asbestos survey shall, at a minimum, identify and assess with due diligence, the locations, quantities, friability and conditions of all building material types at the affected portion of the building/ structure. The certified asbestos inspector is responsible for identification and assessment of all type within the affected portion of the building/ structure. All building materials visually assessed shall be assumed to be asbestos containing building material (ACBM), unless bulk sampling is conducted as per standard EPA and OSHA accepted methodologies. The subsequent analysis is performed by a laboratory that meets the requirements and the analyses satisfies both CO STATE ELAP and federal requirements, including multi- layered sample analyses, to document non -asbestos containing material. The building/ structure asbestos survey shall also include the building/ structure name, address, the building/ structure owner's name and address, the name and address of the owner's agent, the name of the firm performing the asbestos survey and a copy of the firm's current asbestos handling license, the names of the certified inspector(s) performing the survey and a copy of the current asbestos handling certificate for each inspector utilized, the dates of the asbestos survey, a listing of homogeneous areas identifying which ones are ACBM, all laboratory analysis reports for bulk samples collected, and copies of the appropriate certifications for the laboratory used for analysis of samples taken during the asbestos survey. REMOVAL REQUIREMENT If the building/ structure asbestos survey finds that the portion of the building/ structure to be demolished, renovated, remodeled, or have repair work contains asbestos containing building material (ACBM), which is impacted by the work, the owner or the owner's agent shall conduct, or cause to have conducted, asbestos removal performed by a licensed asbestos abatement contractor in conformance with all standards set forth. All ACBM impacted by the demolition, renovation, remodeling or repair project shall berved,,prior to access or disturbance by other uncertified trades or personnel. No demolition, reremodeling or repair work shall be commenced by any owner or the owner's agent priorcompletion of the asbestos abatement in accordance with the notification requirements. F e os Environmental Disaster Restoration, Inc. phased work, the access restriction for uncertified trades or personnel applies to each intermediate portion of the entire project. Upon completion of the intermediate portion of the asbestos project, other trades, or personnel may access that portion of the work site. For demolition projects that are exempt from asbestos survey requirements due to being structurally unsound, the demolition is considered an asbestos project. All building/ structure owners and asbestos abatement contractors on a demolition, renovation, remodeling, or repair project shall inform all trades on the work site about the ACBM at the work site. UNIDENTIFIED AND UNASSESSED ASBESTOS When any construction activity, such as demolition, remodeling, renovation or repair work, reveals suspect ACBM that has not been identified by the asbestos survey, or has not been identified by other inspections as per current OSHA or EPA requirements, all activities shall cease in the area where the suspect ACBM is found. Unassessed suspect miscellaneous ACBM shall be treated and handled as ACBM and assumed to be ACBM, unless proven otherwise by standard EPA and OSHA accepted methods. To document non -asbestos containing material, analysis must be performed by a laboratory that meets the requirements of the DOH; and the analysis satisfies both CO STATE ELAP and federal requirements. An asbestos project is any work that involves the removal, encapsulation, enclosure, repair or disturbance of friable or non -friable asbestos, or any handling of asbestos material that may result in the release of asbestos fibers. For the purpose of compliance, an asbestos project shall include any disturbance of asbestos fibers, and the planning, asbestos survey, design, background air sampling, inspection, air sampling and oversight of abatement work, cleanup, and the handling of all asbestos material subject to abatement, as well as the supervising of such activities. An asbestos project starts with Phase I when the planning, asbestos survey, and design work begins or is required to begin. The project shall not be considered completed until Phase II D is complete. (See Table 1 below). Phase I Phase II (Prior to Asbestos Start -> Abatement -> End Abatement Contractor) A B A B C D Regulated Asbestos Final Asbestos abatement handling cleaning Final waste survey, Background work area(s) including gross and removal planning, air sampling preparation removal or clearance from site and design and enclosure abatement, initial air samples construction cleans, and waste Start -> Asbestos Project ->Final Clearance 4 e C 0 S Environmental S. Disaster Restoration, Inc. ASBESTOS RESULTS FLOW CHART ASBESTOS PROIECT SIZ ; Large asbestos project: An asbestos project involving the removal, disturbance, enclosure, encapsulation, repair or handling of 160 square feet or more of ACBM, or 260 linear feet or more of ACBM. Small asbestos project: An asbestos project involving the removal, encapsulation, enclosure, repair, disturbance or any handling of more than 10 and less than 160 square feet of ACBM or more than 25 and less than 260 linear feet of ACBM. Minor asbestos project: An asbestos project involving the removal, disturbance, repair, enca sulati enclosure or handling of 10 square feet or less of ACBM or 25 linear feet or less of AC city of Wheat Ridge Homogenous areas sampling requirement: SF= Square Footage. LF= Linear Footag e os Environmental Disaster Restoration, Inc. HOMOGENOUS MATERIAL TYPE QUANTITIES MINIMUM # OF SAMPLES SURFACING MATERIAL 0 TO < 1,000 SF 3 1,000 To 5,000 SF 5 >5,000 SF 7 THERMAL SYSTEM INSULATION EACH MATERIAL 3 PATCH < 6 SF, LF 1 MISCELLANEOUS MATERIALS EACH MATERIAL 2 ASBESTOS REMOVAL CATEGORIES Category I Non -Friable ACBM: NESHAP classification - Asbestos -containing packings, gaskets, resilient floor covering, and asphalt roofing products, containing more than one percent (1 %) asbestos, that when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Category II Non -Friable ACBM: NESHAP classification - Any material, excluding Category I Non - Friable ACM, containing more than one percent (1 %) asbestos that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Class I Asbestos Work: OSHA term meaning activities involving the abatement of Thermal Systems Insulation (TSI) and surfacing ACBM and PACM. Class II Asbestos Work: OSHA term meaning activities involving the abatement of ACBM which is not TSI or surfacing material. This includes, but is not limited to, the removal of asbestos -containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastics. Class III Asbestos Work: OSHA term meaning Repair and Maintenance operations, where no more than a minor quantity of ACM, including TSI and surfacing ACBM and PACM, is likely to be disturbed. Class IV Asbestos Work: OSHA term meaning Maintenance and Custodial Activities during which employees contact but do not disturb ACBM or PACM and activities to clean up non-ACBM dust, waste and debris resulting from Class I, II and III activities. 0 Environmental ,- Disaster Restoration, In(;. DEFINITIONS Abatement: Procedures to control fiber release from asbestos material. This includes removal, encapsulation, enclosure, repair, and disturbance of friable asbestos or any handling of asbestos material that may result in the release of asbestos fibers. Amosite: An Asbestiform mineral of the amphibole group containing approximately 50% silicon and 40% Iron (II) Oxide, and is made up of straight brittle fibers, light gray to pale brown in color. Amphibole: One of the two major groups of minerals from which the Asbestiform minerals are derived, distinguished by their chain -like crystal structure and chemical composition. Asbestos: A generic name given to a number of naturally occurring hydrated mineral silicates that possess a unique crystalline structure, are incombustible in air, and are separable into fibers. Asbestos includes the asbesti-form varieties of chrysotile (serpentine); crocidolite (riebeckite); amosite (cummington-grunerite); anthophyllite; and actinolite. Asbestos Project: Work undertaken by a contractor which at any time involves any aspect of the removal, encapsulation, enclosure or disturbance of friable asbestos, or any handling of asbestos material that may result in the release of asbestos fiber, except work in an owner -occupied single- family dwelling performed by the owner of such dwelling. An asbestos project shall include the planning, design, monitoring, inspection, and air sampling of abatement work, as well as the supervising of such activities. Building Owner: The person in whom legal title to the premises is vested unless the premises are held in land trust, in which instance building owner means the person in whom beneficial title is vested. Electron Microscopy: A method of asbestos sample analysis which utilizes an electron beam to differentiate between fibers. Emergency: An unexpected, unanticipated or unforeseen occurrence, including but not limited to, a steam, chemical, gas or water line rupture, a boiler failure, or a building collapse, which poses (a) an imminent danger to the health and safety of the public, the response to which will constitute an asbestos project; or (b) an asbestos- related risk to the health and safety of the public from exposure to asbestos fibers. Friable Asbestos: Any materials that contain asbestos and can be crumbled, pulverized, or reduced to powder by hand pressure. HEPA Filter Vacuum Equipment: Vacuuming equipment with a high efficiency particulate air filtration system. This filter is capable of trapping and retaining 99.97 percent of asbestos fibers greater than 0.3 microns equivalent aerodynamic diameter. Homogenous: Evenly mixed and similar in appearance and texture throughout. NESHAP: National Emission Standard for Hazardous Air Pollutants /*�Oocity OSHA: Occupational Safety and Health Administration t Wheat Rtd9e e os Environmental Disaster Restoration, Inc. Operations and Management Plan (OMP): Specific procedures and practices developed for the interim control of asbestos -containing materials in buildings until it is removed. Polarized Light Microscopy (PLM): An optical microscopic technique used to distinguish between different types of asbestos fibers by their shape and unique optical properties. Repair: Corrective action using required work practices to control fiber release from damaged asbestos material. TSI: Thermal Systems Insulation ACBM: Asbestos containing building material Surfacing Material - material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. Thermal System Insulation - material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. Miscellaneous Materials - interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. ec,os Environmental A. Disaster Restoration, Inc. HOMOGENOUS AREAS SAMPLED DURING INSPECTION CONDITION G= NO VISIBLE DAMAGE D= VISIBLE DAMAGE <10% OVER ENTIRE MATERIAL OR 25% LOCALIZED SD= VISIBLE DAMAGE >10% OVER ENTIRE MATERIAL OR 25% LOCALIZED FRIABLE CATEGORY F= FRIABLE MATERIAL; MATERIALS THAT CAN CRUMBLE OR BE REDUCED TO POWDER BY HAND PRESSURE NFI= CATEGORY I NON -FRIABLE MATERIAL; MATERIALS THAT CANNOT BE CRUMBLED OR REDUCED TO POWDER BY HAND PRESSURE THAT DO NOT INCLUDE CATEGORY I NON -FRIABLE MATERIALS. POTENTIAL FOR DISTURBANCE L= LOW POTENTIAL FOR DAMAGE D= POTENTIAL FOR DAMAGE SD= POTENTIAL FOR SIGNIFICANT DAMAGE ** THESE MATERIALS ARE MADE FRIABLE DURING REMOVAL AND MUST BE HANDLED IN ACCORDANCE WITH COLORADO STATE REGULATION 8, OSHA, AND THE EPA. IF THESE MATERIALS ARE TO BE DISTURBED THEY MUST BE REMOVED BY A CERTIFIED ABATEMENT CONTRACTOR TO PROTECT THE HEALTH OF THE PROPERTY OWNER, THE PUBLIC, AND THE WORKERS. cgy of %Nvieat Ridge LOCATION n., a ° O U) w P W Material w w U d A o w 0 U Al Drywall Drywall Sunroom and Kitchen Y 4 F** G D 1 429 sq. ft. A2 Drywall Drywall Sunroom and Kitchen Y 2 F** G D 1 429 sq. ft. A3 Drywall Drywall Sunroom and Kitchen N F G D 1 429 sq. ft. B1 Drywall Ceilings Sunroom and Kitchen Y 2 F** D SD 1 420 sq. ft. B2 Drywall Ceilings Sunroom and Kitchen N F D SD 1 420 sq. ft. B3 Drywall Ceilings Sunroom and Kitchen Y 2 F** D SD 1 420 sq. ft. C1 Brick and Mortar Sunroom Brick and Mortar N N G L 1 218 sq. ft. C2 I Brick and Mortar Sunroom Brick and Mortar N N G L 1 218 sq. ft. CONDITION G= NO VISIBLE DAMAGE D= VISIBLE DAMAGE <10% OVER ENTIRE MATERIAL OR 25% LOCALIZED SD= VISIBLE DAMAGE >10% OVER ENTIRE MATERIAL OR 25% LOCALIZED FRIABLE CATEGORY F= FRIABLE MATERIAL; MATERIALS THAT CAN CRUMBLE OR BE REDUCED TO POWDER BY HAND PRESSURE NFI= CATEGORY I NON -FRIABLE MATERIAL; MATERIALS THAT CANNOT BE CRUMBLED OR REDUCED TO POWDER BY HAND PRESSURE THAT DO NOT INCLUDE CATEGORY I NON -FRIABLE MATERIALS. POTENTIAL FOR DISTURBANCE L= LOW POTENTIAL FOR DAMAGE D= POTENTIAL FOR DAMAGE SD= POTENTIAL FOR SIGNIFICANT DAMAGE ** THESE MATERIALS ARE MADE FRIABLE DURING REMOVAL AND MUST BE HANDLED IN ACCORDANCE WITH COLORADO STATE REGULATION 8, OSHA, AND THE EPA. IF THESE MATERIALS ARE TO BE DISTURBED THEY MUST BE REMOVED BY A CERTIFIED ABATEMENT CONTRACTOR TO PROTECT THE HEALTH OF THE PROPERTY OWNER, THE PUBLIC, AND THE WORKERS. cgy of %Nvieat Ridge e os Environmental Disaster Restoration, Inc. W4 LOCATION/FUNCTIONAL SPACES INCLUDED IN HOMOGENOUS AREA d SUNROOM, KITCHEN SUNROOM, KITCHEN SUNROOM CONCLUSION Bulk samples were gathered of suspected Asbestos containing building materials (ACBM) in directed regions of concern. Eight (8) samples were collected and relinquished to Aerobiology Laboratories in Golden, CO. Asbestos was detected in four (4) of the bulk samples collected. Any compound associated with the tentative demolition plan in the original structure should be assumed ACBM. 10 LAB RESULTS AND COC ec,os Environmental & Disaster Restoration, Inc. City of Wheat Ridge o w _ � 3 H. �O ypN .L' N .D � � IpJ b N � N .O N b N •O ON � N y � � to 00 Spn oc 6pn o0 Vpi 0o N ae 1pn oo tpii w U m to a Vpi oo � Z c 9 w D n 0 D V n n 0 3 m •+ n � a � E � F �� E � o •3o P � '9 b 7 Z Z Z Z Z Z Z Z Z 3 � F O O R O to to p R P n n n 0 0 o v o z d H 0 a 0 n 3c n 3 3n v O ec,os Environmental & Disaster Restoration, Inc. City of Wheat Ridge e os Environmental Disaster Restoration, Inc. 12 \ \ \ \ { } } } / / { � $ ¥ / [ SL \ \ z z z z z z z z z z)\{ } } } ) ) } ) } ) § } { r § § § r - § § § § § § k } \f ! e e c r n o n o n e os Environmental Disaster Restoration, Inc. 12 Environmental »mwweRwmmH»Inc. &_ ■Rf§± � P . ■ kcr 0 \} l ee\()() G § ( \ ° ( k r)§� \ E2ER Z§)!§ @2«�@ m¢$¢$ city of wheat Ridge E/ / � % ) e ( ° E \ Z z z )}/ ( § § § ( B E { � / /!■ e e (! Environmental »mwweRwmmH»Inc. &_ ■Rf§± � P . ■ kcr 0 \} l ee\()() G § ( \ ° ( k r)§� \ E2ER Z§)!§ @2«�@ m¢$¢$ city of wheat Ridge Environmental r. Disaster Restoration, Inc. n 3-14 warso m N 'L �$ ,N rm1 s;a�o X O Q• gT fang m N`< 5. — n z H O v �a rA 0 0 \ 6 G T m < g z P o Q 4 A m � y oovo a c x c 6 G C 4 14 e os Environmental r;, Disaster Restoration, Inc. AeRobiotogy ) LAbORAToay -.� Assoaus. �� WCOMX Atm Expertise Since 1997 Lab L" G1 Lj 05'>,'< i `�� l Page Page ° ELITE NV Ap AZ, CA AZ, CA, CO, FL, CO VA cA, IL, VA, NJ 1 0(_�� (10/1 102933 M. 2102n CA 2126"; co 19m, "3.12230 G. mm Aerobiology CClent ��g ,nrJ FieidC t..mrV uu2•r04 aollectaO 9yVImR RdIngWNM By1Wu: It /p} Rekpuntl eytoxx Rernve7e /oal /` i s �-- Sampler AnAersen Sam eAire o ol I e Phmb(F 'T 263. SSz. 1 P 1JabN: iN WMA T RtD C ti Project Nam; 2gDMtN l:c o5 u3 t_•CCr9l 2 ur S y 4 r r NOMa: SAMPUNG LOCATION ZIP CODE cc IMO: Sample No. Test Code Sample Location Tow VdumetArea 1 A 3002 DeyIWAVL 5\42coM -i} klTt .DA 2 �Z Q2. A 4N A3 A,3 - �ita9 �II-� z L Cyt L I N 4 s 5M M40m.- t F- tTGN . 1"l 20 {1 L o— t NMe.TmL z 21 LABcLdhre USE ONLY A: ' j �-" .", - - V: 10,5 MR --WATER lanella 1D77 Culture AB iora9la 1010 WATER - Pdahl - E ediRatal cdiforms 1012 SWAB - E cdiRdal cdiforms 102E SWAB - SewageSween E. cdifEnleroffecal colllarms 20% starnfronNrOMPr—rit 3001 ASBESTOS - Pdrd caurtt 3002 ASBESTOS - PLM Analysis ASBESTOS - Particle clu acterization 'ry Hill, NJ - Los Angeles, CA - Ft. Lauderdale, FL - Cftago, IL Q: (856) 486-1177 - (714) 8958401 - (954) 451-3725 - (630) 403-6M R�varn 13 city of (-iW heat Ridge 15 CERTIFICATIONS e C 0 S Environmental Disaster Restoration, Inc. OF cOLp * 1876 K Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Colin Mullin Certification No.: 25268 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: January 23, 2019 Expires: January 23, 2020 ' This ceti frcale is valid only raids the possession ofa / cstrrent Division -approved training course cerrification ✓ is the discipline specified above. thoriz APCD Representative SEAL X CA 'O C CA rt rrt F CD �1 CD w e CIO s Environmental i Disaster Restoration. Inc. 17 PHOTOS AND DIA( AIL e C os Environmental (Y Disaster Restoration, Inc. 18 e C 0 S Environmental &- Disaster Restoration, Inc:. City of Wheat Ridge 19 �E� n - e os Environmental N. Disaster Restoration, Inc. rwu erns Environmental 1i Disaster Restoration, Inc;. T e'- 5' A3 �Gt V\%-TcHtA 919,t Q � NIAULtEp �( 2210! 8i. CQ� �t N� c NCJt A'S SaL • t,,J STK �eNp,�A�ctoN Li-4or4& Room O(LIGINAL- F.XZE4ztcg- 6,)Ak.0 SpxK ^Pln nAocTA R city of \foeat Ridge 21 Az Al V\%-TcHtA 919,t Q � NIAULtEp �( 2210! 8i. CQ� �t N� c NCJt A'S SaL • t,,J STK �eNp,�A�ctoN Li-4or4& Room O(LIGINAL- F.XZE4ztcg- 6,)Ak.0 SpxK ^Pln nAocTA R city of \foeat Ridge 21 egos Environmental Disaster Restoration, Inc. FINAL NOTE This report represents the opinion of the reporting asbestos inspector at the time of the asbestos assessment survey. If you have any further questions, or if additional information is needed please do not hesitate to call. Sincerely, Colin Mullin, B.I. Colorado State Asbestos Building Inspector #25268 ECOS Environmental & Disaster Restoration, Inc. (303) 442-3267 22 PLAN REVIEW COMMENTS Project Description: New Addition Project Address: 9325 W 45t' Ave Permit App. Date: 5/30/19 Contact: Sharham Lame Contact email: gunnison@ymail.com Plan Checker: Randy Slusser Plan Checker email: rslusser@ci.wheatridge.co.us Plan Check No.: 201901108 Phone: 303-332-7208 Phone: 303-235-2803 The project plans were reviewed for compliance with the following codes and standards: 2012 IRC, 2012 ECC, 2017 NEC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • For clarification of any plan review comment, please call or email the plan checker listed above. ity k)f �� ,�� ►r�i%, � `r! 11 't F �'[ I �, }E`r'g � .�+�; � _. � - 1. Foundation designed is required to be based on a soils report by a licensed geotechnical engineer. Please provide for review. 2. Please submit an asbestos report from a licensed testing agency for all materials that will be removed to accommodate the new addition. 3. Please provide an existing floor plan and demotion plan 4. Sheet A0.0: Update Code reference to 2017 NEC 5. Sheet A0.0: It is unclear on site plan what is existing and what it new. Site plan calls out "new one story SFDT Please clarify and show new addition in relationship to existing. Clarify on 3D view as well. 6. Sheet A1.0: a. Please clarify new addition in relationship to existing. b. Label sections to reference elevation views on A2.0. c. Provide a layout for new kitchen. d. Will gas meter or electrical meter need to be relocated? Show new location. e. Will a new A/C condenser be added? Show new location. 7. Provide an electrical floor plan for all new lighting, receptacles, switches, smoke/CO detectors, etc. 8. Specify exterior finish materials on sheet A2.0. Roofing materials, siding, etc. 9. How will new addition be heated/cooled? Provide manual J and D for new HVAC design. 10. Revise IEEC design to 2012 on sheet A5.0. 11. Clarify is crawlspace will be vented or unvented. Specify how code compliance will be met. 12. How will the roof/attic space be vented? 13. Please reference details from S3.0 on foundation and framing plan. a. Call out what is existing and what is new on foundation plan. b. Clarify thickness of 3x3 pad footings and if any reinforcement is called for. c. Clarify depth and thickness of foundational wall per detail 3. d. Clarify how W8x13 beam bears on pad footings. Show a detail. e. Show only new framing on first floor plan. More information is required on the plans. Due to the numerous comments, please feel free to contact me if you have any questions. DHW Report Job: 9325 W. 45th Ave. Wrightsoft' Date: June 25, 2019 Entire House0 2 By: Don Steele WSM Industries Inc. Plan: Addition Per _..,____ 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project• • For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpo int ('F) 120 60+ 0 Daily use (gpd) 61 I Gas conventional (40 gal, 0.60 EF) Manufacturer Trade name Model AHRI ref. number Tank size (gal) Energy factor Input (MBtuh) 1 st hour (gal) Recovery eff. (%) 40 0.60 0.0 60 77 City of y \ Wheat Ridge ,Building Divison'' wrightsoft- 2019 -Jun -27 10:23:40 _.„,.,,,,,,,,�,,� Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 1 nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S • sa Manual S Compliance Report yob: .9325 w.45tl,Ave. wrightso, ` Y Date: JuWe 25,\2if19 Entire House ` By: Don Steele Plan: Addition WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Cooling Equipment Design Conditions Outdoor design DB: 91.2°F Sensible gain: 9175 Btuh Outdoor design WB: 60.0°F Latent gain: 0 Btuh Indoor design DB: 75.0oF Total gain: 9175 Btuh Indoor RH: 50% Estimated airflow: 533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Ducane, Excel Comfo Model: 4AC13"18P-7, 8+CA024A8R1++TXV+TDR Actual airflow: 533 cfm Sensible capacity: 11200 Btuh 122% of load Latent capacity: 4800 Btuh 0% of load Total capacity: 16000 Btuh 174% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 1.0°F Heat loss: 24640 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Ducane, Excel Comfo Model: 92G1 UH070BP12-" Actual airflow: 533 cfm Output capacity: 62000 Btuh 252% of load Meets all requirements of ACCA Manual S. Entering coil DB: 75.0'F Entering coil WB: 61.7°F Entering coil DB: 70.0°F Temp. rise: 50 °F - wrightsoft• 2019 -Jun -2710:23:40 Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 1 /* �M ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S ArrxdtnYgCcreadnsdA*etp Wheat Ridge Header Information Form RPER 1 15 Mar 09 Contractor: WSM Industries Inc. 533 REQUIRED ATTACHMENTS ATTACHED Don Steele Equipment design ESP: Manual J1 Form (and supporting worksheets): Yes ❑ No ❑ Mechanical license: ft or MJ1AE Form' (and supporting worksheets): Yes ❑ No ❑ in H2O Total effective length (TEL): 270 OEM performance data (heating, cooling, blower): Yes ❑ No ❑ Building plan #: Addition in H2O Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address (Street or Lot#, Block, Subdivision): 558 Castle Pines Pkwy, Entire House HVAC ••D CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 1 °F Orientation: Front Door faces South Indoor temperature: 70 'F North, East, West, South, Northeast, Northwest, Southeast, Southwest Total heat loss: 24640 Btuh Number of bedrooms: 1 Conditioned floor area: 2444 ft2 Summer Design Conditions Number of occupants: 2 Outdoor temperature: 91 °F Indoor temperature: 75 of Windows F r Grains difference: -35 gr/Ib @50% RH Eave overhang depth: 0 ft Sensible heat gain: 9538 Btuh Internal shade: none r=:� Latent heat gain: 0 Btuh Blinds, drapes, eta. C3tp,n J' Total heat gain: 9538 Btuh Number of skylights: 0 HVAC EQUIPMENT• 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Healpump, Boiler, Equipment type: Split AC Heating cfm: 533 urnace, etc. v Conditioner, Heat pump, etc. Cooling cfm: 533 Model: Ducane, Excel Comfort Systems Model: Ducane, Excel Comfort Systems Static pressure: 0.70 in H2O 92G 1 UH070BP12 4AC13`1$P-7, $ Fan's rated external static pressure for design Heating output capacity: �2QQl) Btuh Heat mps - capaci at winter design out oo conditionsBtu airflow Total cooling capacity: p Btuh p Sensible cooling capacity: 0 Btuh Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh Design airflow: 533 cfm Longest supply duct: 207 ft Equipment design ESP: 0,70 in H2O Longest return duct: 63 ft Total device pressure losses: -0.5 in H2O Total effective length (TEL): 270 ft Available static pressure (ASP): 0.23 in H2O Friction rate:p5 in/100ft Friction Rate= ASP =(TEL x. Contractor's printed name: Contractor's signature: 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightaaft- Right-GAD® HVAC 2018 18.0.27 RSU26150 Duct Materials Used Trunk duct: Sheet metal Branch duct: Sheet metal Date: Diviso Load Short Form Job: 9325 W. 45th Ave. '} Wri Pubsoft° Date: June 25, 2019 Entire House By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project Information For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymaii.com ROOM NAME Area W) Design Information Htg AVF (cfm) Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 69 16 Fireplaces 1 (Semi -tight) Daily range - H 10 Inside humidity (%) 50 50 0 Moisture difference (gr/Ib) 61 -35 648 HEATING EQUIPMENT 4867 COOLING EQUIPMENT Make Ducane, Excel Comfort Systems Laundry Make Ducane, Excel Comfort Systems Trade DUCANE 614 10 Trade DUCANE Model 92G1UH070BP12-* 30 0 Cond 4AC13*18P-7, 8 AHRI ref 201701018 0 PWD Coil CA024A8R1++TXV+TDR 0 0 0 AHRI ref 8329000 Efficiency 92.1 AFUE Efficiency 10.5 EER, 13 SEER Heating input 66000 Btuh Sensible cooling 11200 Btuh Heating output 62000 Btuh Latent cooling 4800 Btuh Temperature rise 128 °F Total cooling 16000 Btuh Actual air flow 533 cfm Actual air flow 533 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area W) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Mast Bed 348 6557 3337 142 194 MCL 52 1120 181 24 11 Mast Bath 52 605 176 13 10 Coat 14 0 0 0 0 Kitch/Nook 648 12645 4867 274 283 Laundry 54 454 614 10 36 Pantry 30 0 0 0 0 PWD 24 0 0 0 0 0 71 Crawl Space 1222 3259 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrightsoft' 2019 -Jun -2710:23:40 ^ti „. ,.,.... .. Right-CAD®HVAC 2018 18.0.27 RSU26150 Page 1 sC+P+ ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Entire House d 2444 24640 9175 533 533 Other equip loads 0 0 Equip. @ 0.96 RSM 8827 Latent cooling 0 TOTA1 C I OAAA I -)A&-An I oen� I I L�vTv VVG Bold/italic values have been manually overridden JJJ .7,717 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wvr#ghtrof - .< Right -CAD® HVAC 2018 18.0.27 RSU26150 ..nts\Whghtsoft HVAC IRX\Template\defauItWRX.rut Calc = MJ8 Front Door faces: S 0 %0.0 2019 -Jun -27 10:23:40 Page 2 �a Job: 9325 W. 45th Ave. Building Analysis � Date: June 25, 2019 WI'IhtSQ, ` 9 Entire House By: Don Steele Plan: Addition WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project• • For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax303-215-1725 Email: gunnison@ymail.com Component Design Conditions % of load Walls Location: 7621 Indoor: Heating Cooling Denver/Stapleton, CO, US 21.9 Indoor temperature ('F) 70 75 16 Elevation: 5289 ft Latitude: 40°N Ceilings Design TD (°F) Relative humidity (%} 69 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Ducts Dailyrange (°F) - 28 ( H ) Method Simplified 0 Wet bulb (°F) - 60 Construction quality Semi -tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Adjustments 0 Total Component Btuh/fF Btuh % of load Walls 3.6 7621 30.9 Glazing 26.3 5396 21.9 Doors 26.9 3108 12.6 Ceilings 1.9 2420 9.8 Floors 1.4 1686 6.8 Infiltration 2.9 4409 17.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 24640 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 0.5 1072 11.7 Glazing 17.7 3635 39.6 Doors 9.3 1070 11.7 Ceilings 0.6 786 8.6 Floors 0 0 0 Infiltration 0.3 452 4.9 Ducts 0 0 Ventilation 0 0 Internal gains 2160 23.5 Blower 0 0 Adjustments 0 Total 9175,100.0 Latent Cooling Load = 0 Btuh Overall U -value =0.059 Btuh/ftz--°F ERROR: negative wall area in Kitch/Nook - check windows. Gaanc Bold/italic values have been manually overridden wrigfttsOft` 2019 -Jun -27 10:23:40Ad-1 _.., .._.._-. .__, Right -CADS HVAC 2018 18.0.27 RSU26150 Pagel AC<16 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S wrightsoft` Component Constructions Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 0.065 Project• • 4.48 For: Shahram Lame, Gunnison Enterprises 311 e 558 Castle Pines Pkwy, Castle Rock, CO 80108 0.065 21.0 Phone: 303-332-7208 Fax: 303-215-1725 890 0.82 Email: gunnison@ymail.com s 558 Design Conditions 21.0 Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: 5783 Dailyrange (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' 6tuh/t2-"F ft-"F/Btuh BtuhRF Btuh Btuhff Bluh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15B-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 10" thk Partitions 12C-Osw 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fish, 2"x6" wood frm, 16" o.c. stud Windows 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/4" thk; 6.67 ft head ht 4A4-2ovd: 2 glazing, heat abs outr, air gas, vnl frm mat, clr low -e innr 1/4" gap, 1/4" thk; 6.67 ft head ht Doors 11 DO: Door, wd sc type Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh n 381 0.065 21.0 4.48 1709 0.82 311 e 199 0.065 21.0 4.48 890 0.82 162 s 558 0.065 21.0 4.48 2503 0.82 455 w 152 0.065 21.0 4.48 682 0.82 124 all 1290 0.065 21.0 4.48 5783 0.82 1052 n 256 0.041 15.0 2.83 724 0 0 e 88 0.041 15.0 2.83 249 0 0 s 124 0.041 15.0 2.83 351 0 0 w 88 0.041 15.0 2.83 249 0 0 all 556 0.041 15.0 2.83 1573 0 0 223 0 0 0 0 0 0 59 0.065 21.0 4.48 265 0.33 20 n 89 0.320 0 22.1 1965 11.4 1013 w 16 0.320 0 22.1 353 35.4 566 n 16 0.320 0 22.1 353 11.4 182 all 121 0.320 0 22.1 2672 14.6 1761 n 42 0.470 0 32.4 1362 16.3 686 s 42 0.470 0 32.4 1362 26.0 1091 all 84 0.470 0 32.4 2724 21.1 1776 e 18 0.390 0 26.9 471 9.26 162 n 98 0.390 0 26.9 2637 9.26 908 all 116 0.390 0 26.9 3108 9.26 1070 198 0.020 50.0 1.38 273 0.9 18-+ of /heat Ridge wrightsoR' -.1 ... , Right -CADS HVAC 2018 18.0.27 RSU26150 ACCIN ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Caic = MJ8 Front Door faces: S 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fish, 12" thkns, r-50 ceil ins Floors 21A -32t: Bg floor, heavy dry or light damp soil, 4' depth 1073 0.029 38.0 2.00 2147 0.56 1222 0.020 0 1.38 1686 0 599 .1. WrigntsOftw 2019 -Jun -2710:23:40 Right 2018 18.0.27 RSU26150 Page 2 �� ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MA Front Door faces: S wrightsoft` Component Constructions Mast Bed WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Area Project• • Insul R For: Shahram Lame, Gunnison Enterprises Gain 22.1 558 Castle Pines Pkwy, Castle Rock, CO 80108 ft' Btuh/ff-°F Phone: 303-332-7208 Fax: 303-215-1725 Btuh/W Btuh Email: gunnison@ymail.com Btuh Walls Design Conditions 0 Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: 238 Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 22.1 353 ft' Btuh/ff-°F ft'-"F/Stuh Btuh/W Btuh Btuh/ft' Btuh Walls 42 0.470 0 32.4 1362 26.0 1091 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 116 0.065 21.0 4.48 520 0.82 95 board int fish, 2"x6" wood frm, 16" o.c. stud s 238 0.065 21.0 4.48 1067 0.82 194 w 68 0.065 21.0 4.48 305 0.82 55 all 422 0.065 21.0 4.48 1893 0.82 344 Partitions (none) Windows 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n glazing, clr outr, air gas, vnl firm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft w head ht all 4A4-2ovd: 2 glazing, heat abs outr, air gas, vnl frm mat, clr low -e innr, s 1/4" gap, 1/4" thk; 6.67 ft head ht Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) 32 0.320 0 22.1 707 11.4 364 16 0.320 0 22.1 353 35.4 566 48 0.320 0 22.1 1060 19.4 930 42 0.470 0 32.4 1362 26.0 1091 365 0.029 38.0 2.00 730 0.56 204 City at Wheat Ridge - wrightsof - 201 7 . _.,, .,... Right -CADS HVAC 2018 18.0.27 RSU26150 Page 3 ACCA nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S W. Cont onent Constructions Job: 93252545th Ave. +� wrightSoft° P Date: June 25, 2019 MCL By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project• • For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymaii.com Partitions (none) Windows (none) Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) 54 0.029 38.0 2.00 109 0.56 30 g,, *wMghtsof't- 2019 -Jun -2710:23:40 ..._ Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 4 J -.CA ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Design C• • • Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Daily range (T) - 28 (H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bbih/W-'F rF-"FBhh Btuh/W Btuh BUhHF Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 52 0.065 21.0 4.48 233 0.82 42 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 84 0.065 21.0 4.48 377 0.82 69 all 136 0.065 21.0 4.48 610 0.82 111 Partitions (none) Windows (none) Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) 54 0.029 38.0 2.00 109 0.56 30 g,, *wMghtsof't- 2019 -Jun -2710:23:40 ..._ Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 4 J -.CA ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Component Constructions wrightsoft p Mast Bath WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Project• • For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Design Conditions Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (T) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/W--°F fe-"F/Btuh Btuhff Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 35 0.065 21.0 4.48 157 0.82 29 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) 9 0.320 0 22.1 199 11.4 102 55 0.029 38.0 2.00 110 0.56 31 Qt of Wheat Ridge wrightsaft" 2019 -Jun -2710:23:40 „. . ,.,..,.__..,, _,..., Right-CAD®HVAC 2018 18.0.27 RSU26150 Page ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S -+ wrightsoft Component Constructions Coat WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Project• • For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain if Btuh/R'--°F ff'-°F/Bbih Btuhff Btuh BtuhM Btuh 14 0.029 38.0 2.00 29 0.56 wrightsoft' 2019 -Jun -27 10:23:40 Right -CAD® HVAC 2018 18.0.27 RSU26150 Page ACCO ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Design Conditions Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain if Btuh/R'--°F ff'-°F/Bbih Btuhff Btuh BtuhM Btuh 14 0.029 38.0 2.00 29 0.56 wrightsoft' 2019 -Jun -27 10:23:40 Right -CAD® HVAC 2018 18.0.27 RSU26150 Page ACCO ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Component Constructions Job: 9325 W. 45th Ave. Wrlghtsoft" Date: June 25, 2019 Kitch/Nook By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Construction descriptions Project• • Area U -value For: Shahram Lame, Gunnison Enterprises Loss Cig HTM Gain 558 Castle Pines Pkwy, Castle Rock, CO 80108 ft, Btuh/ff'-°F ft'-`F/Btuh Phone: 303-332-7208 Fax: 303-215-1725 Btuh Bluh/V Btuh Email: gunnison@ymail.com Design Conditions Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: 320 0.065 Daily range (°F) - 28 ( H ) Method Simplified 0.82 Wet bulb (T) - 60 Construction quality Semi -tight 649 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) 2909 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft, Btuh/ff'-°F ft'-`F/Btuh Btuhff Btuh Bluh/V Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum n 178 0.065 21.0 4.48 798 0.82 145 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 151 0.065 21.0 4.48 675 0.82 123 s 320 0.065 21.0 4.48 1435 0.82 261 all 649 0.065 21.0 4.49 2909 0.82 529 Partitions 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum 59 0.065 21.0 4.48 265 0.33 20 board int fish, 2"x6" wood frm, 16" o.c. stud Windows 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n 48 0.320 0 22.1 1060 11.4 546 glazing, clr outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/4" thk; 6.67 it n 16 0.320 0 22.1 353 11.4 182 head ht all 64 0.320 0 22.1 1413 11.4 728 4A4-2ovd: 2 glazing, heat abs outr, air gas, vnl frm mat, clr low -e innr, n 42 0.470 0 32.4 1362 16.3 686 1/4" gap, 1/4" thk; 6.67 ft head ht Doors 11 DO: Door, wd sc type a 18 0.390 0 26.9 471 9.26 162 n 98 0.390 0 26.9 2637 9.26 908 all 116 0.390 0 26.9 3108 9.26 1070 Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 90 0.020 50.0 1.38 124 0.94 85 gypsum board int fnsh 18A-38ad: Rf/clg ceiling, asphalt shingles roof mat, frm cons, 1/2" 585 0.029 38.0 2.00 1170 0.56 326 gypsum board int fnsh, 12" thkns, r-50 ceil ins Floors (none) f r idge -+- wrightaatt' 20§ydb°n Right -GADO HVAC 2018 18.0.27 RSU26150 Pa ..nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Component Constructions Job: 9325 W. 45th Ave. - wrightsoft p Date: June 25, 2019 Laundry By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.00m Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BthflN-°F ft-°F/Bhh BIuh/W Btuh Btuh/W Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 48 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw 72 0 Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 54 0.020 gypsum board int fnsh Floors (none) 21.0 •ect intormation 215 0.82 For: Shahram Lame, Gunnison Enterprises 0 0 0 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Design Conditions Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Dailyrange (°F) - 28 (H ) Method Simplified V\ktbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BthflN-°F ft-°F/Bhh BIuh/W Btuh Btuh/W Btuh Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum a 48 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw 72 0 Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 54 0.020 gypsum board int fnsh Floors (none) 21.0 4.48 215 0.82 39 0 0 0 0 0 50.0 1.38 75 0.94 51 4- wrightsoft- 2019 -Jun -2710:23:40 I.—:—... ,...._-..,»_ Right -CAD® HVAC 2018 18.0.27 RSU26150 Page ACCCK ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S sa Component Constructions Job: 9325 W. 45th Ave. Wr19hfsol t Date: June 25, 2019 Pantry By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Location: Denver/Stapleton, CO, US Elevation: 5289 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Dailyrange (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Walls (none) Partitions 12C-Osw Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area U -value ft' Btuh/ft'-°F - wrightsofth u, Right -CAD® HVAC 2018 18.0.27 RSU26150 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.mt Calc = MJ8 Front Door faces: S 40 0 30 0.020 Heating Indoor: 70 Indoor temperature (T) 69 Design TD (°F) 50 Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Or Area U -value ft' Btuh/ft'-°F - wrightsofth u, Right -CAD® HVAC 2018 18.0.27 RSU26150 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.mt Calc = MJ8 Front Door faces: S 40 0 30 0.020 Heating Cooling 70 75 69 16 50 50 61.1 -34.7 Simplified Semi -tight 1 (Semi -tight) Insul R Htg HTM Loss Cig HTM Gain ft'-°FBtuh BtuhtW Btuh Btuh/t' Btuh 0 50.0 0 0 0 0 1.38 41 0.94 28 ' City of Wheat Ridge Component Constructions Job: 9325 W. 45th Ave. -+ wrightsoft` p Date: June 25, 2019 PWD By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF BIuh/W-'F fF-°F/Btih Btthxe Btuh Bluh/V Btuh Walls (none) Partitions 12C-Osw 32 0 0 0 0 0 Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 24 0.020 50.0 1.38 33 0.94 gypsum board int fnsh Floors (none) 0 23 wrigNtsoft` 2019 -Jun -2710:23:40 w. Right 2016 18.0.27 RSU26150 Page 10 AC ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S •ect intormation For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Design Conditions Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.1 -34.7 Dry bulb (°F) 1 91 Infiltration: Dailyrange (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF BIuh/W-'F fF-°F/Btih Btthxe Btuh Bluh/V Btuh Walls (none) Partitions 12C-Osw 32 0 0 0 0 0 Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 24 0.020 50.0 1.38 33 0.94 gypsum board int fnsh Floors (none) 0 23 wrigNtsoft` 2019 -Jun -2710:23:40 w. Right 2016 18.0.27 RSU26150 Page 10 AC ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Component Constructions Job: 9325 W. 45th Ave. Wr11ghtsof� Date: June 25, 2019 Crawl Space By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Location: Denver/Stapleton, CO, US Elevation: 5289 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) 1 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 69 Design TD (°F) 50 Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 69 16 50 50 61.1 -34.7 Simplified Semi -tight 1 (Semi -tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhM2-°F ft'-°F/Btuh Btuhtt2 Btuh Btuh/F Btuh Walls 15B-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 n 256 0.041 15.0 2.83 724 0 0 ins, 10" thk a 88 0.041 15.0 2.83 249 0 0 s 124 0.041 15.0 2.83 351 0 0 w 88 0.041 15.0 2.83 249 0 0 all 556 0.041 15.0 2.83 1573 0 0 Partitions 12C-Osw Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy dry or light damp soil, 4' depth 132 0 1222 0.020 0 0 0 0 0 1.38 1686 0 0 0 city of Wheat Ridge euitdina Divison, 4* wrightsoft` 2019- 3:40 ., .. w._....,.... Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 11 nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Pt Summa Job: 9325 W. 45th Ave. Project -+- wrightsoft` Summary Date: June 25, 2019 Entire House By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Promect Information For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Notes: Design Information Weather: Winter Design Conditions Outside db Inside db Design TD 1 °F 70 °F 69 °F Heating Summary Outside db Structure 24640 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Blower Relative humidity Humidification 0 Btuh Piping 0 Btuh Equipment load 24640 Btuh Infiltration Denver/Stapleton, CO, US Method Simplified Construction quality Semi -tight Fireplaces 1 (Semi -tight) Heating Cooling Area (ftp 2444 2444 Volume (ft') 12336 12336 Air changes/hour 0.34 0.15 Equiv. AVF (cfm) 71 31 Heating Equipment Summary Make Ducane, Excel Comfort Systems Trade DUCANE Model 92G1 UH070BP12-* AHRI ref 201701018 Efficiency 92.1 AFUE Heating input 66000 Btuh Heating output 62000 Btuh Temperature rise 128 °F Actual air flow 533 cfm Air flow factor 0.022 cfm/Btuh Static pressure 0.70 in H2O Space thermostat Summer Design Conditions Outside db 91 °F Inside db 75 'F Design TD 16 'F Daily range H Blower Relative humidity 50 % Moisture difference -35 gr/Ib Sensible Cooling Equipment Load Sizing Structure 9175 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) AHRI ref 8329000 Blower 0 Btuh Use manufacturer's data n Btuh Rate/swing multiplier 0.96 ton Equipment sensible load 8827 Btuh Latent Cooling Equipment Load Sizing Structure -198 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) AHRI ref 8329000 Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 8827 Btuh Req. total capacity at 0.70 SHR 1.1 ton Cooling Equipment Summary Make Ducane, Excel Comfort Systems Trade DUCANE Cond 4AC13*18P-7, 8 Coil CA024A8R1++TXV+TDR AHRI ref 8329000 Efficiency 10.5 EER, 13 SEER Sensible cooling 11200 Btuh Latent cooling 4800 Btuh Total cooling 16000 Btuh Actual air flow 533 cfm Air flow factor 0.058 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 1.00 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 444- wrlghtsoft, 2019 -Jun -27 10:23:40 At&-• -...-•-., Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 1 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S wrightsoft. AED Assessment Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Location: Indoor: Denver/Stapleton, CO, US Indoor temperature (TF) Elevation: 5289 ft Design TD ('F) Latitude: 40°N Relative humidity (%) Outdoor: Heating Cooling Moisture difference (gr/Ib) Dry bulb (°F) 1 91 Infiltration: Dailyrange (°F) - 28 (H ) Wet bulb (T) - 60 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Heating 70 69 50 61.1 FbXofDly / Houdy / Average i AEGrt@ Maximum hourly glazing load exceeds average by 32.4%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 98 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden Cooling 75 16 50 -34.7 City of Wheat Ridge wrightsoft" -:23:40 Right -CADS HVAC 201818.0.27RSU26150 Pagel ...nts\Wdghtsoft HVAC I RX\Template\defaultWRX. rut Calc = MJ8 Front Door faces: S +}� wrightsoft• Right -J® Worksheet Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Room name Entire House Mast Bed 2 Exposed wall 251.0 ft 36.5 ft 3 Room height 7.0 ft d 10.5 ft heat/cool 4 Room dimensions 1.0 x 348.0 ft 5 Room area 2444.0 ft' 348.0 ft' Ty Construction U -value Or I HTM I Area (ft') I Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 4.48 0.82 512 381 1709 311 148 116 520 95 2 glazing, clr outr, 0.320 n 22.08 11.38 89 0 1965 1013 32 0 707 364 II�� 4A4-2ovd 0.470 n 32.43 16.32 42 0 1362 686 0 0 0 0 W 15B-15sfc-4 0.059 n 2.83 0.00 256 256 724 0 0 0 0 0 11 V�/ 12F-Osw 0.065 a 4.48 0.82 216 199 890 162 0 0 0 0 I -p 11 DO 0.390 a 26.91 9.26 18 18 471 162 0 0 0 0 W 15B-15sfc-4 0.059 a 2.83 0.00 88 88 249 0 0 0 0 0 V)/ 12F-Osw 0.065 s 4.48 0.82 600 558 2503 455 280 238 1067 194 C 4A4-2ovd 0.470 s 32.43 25.97 42 0 1362 1091 42 0 1362 1091 W 15B-15sfo-4 0.059 s 2.83 0.00 124 124 351 0 0 0 0 0 V►/ 12F-Osw 0.065 w 4.48 0.82 16B 152 682 124 84 68 305 55 ---G 2 glazing, cir outr, 0.320 w 22.08 35.39 16 0 353 566 16 0 353 566 W 15B-15sfc-4 0.059 w 2.83 0.00 88 88 249 0 0 0 0 0 Ej 12C-Osw 0.000 - 0.00 0.00 321 223 0 0 0 0 0 0 I-- D 11 DO 0.390 n 26.91 9.26 98 98 2637 908 0 0 0 0 F) 12F-Osw 0.065 - 4.48 0.33 75 59 265 20 0 0 0 0 C 2 alazino, clr outr, 0.320 n 22.08 11.38 16 0 353 182 0 0 0 0 C 16B-50ad 0.020 1.38 0.94 198 198 273 187 0 0 0 0 C 18A-38ad 0.029 2.00 0.56 1073 1073 2147 599 365 365 730 204 F 21A -32t 0.020 1.38 0.00 1222 1222 1686 0 0 0 0 0 61 c) AED excursion 1 1 981 1 152 Envelope loss/gain 1 20231 6563 1 1 5044 2721 12 a) Infiltration 4409 452 1509 155 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1700 0 Subtotal (lines 6 to 13) 24640 9175 6553 3336 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 5 1 14 Subtotal 24640 9175 6557 3337 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 room load 6401 245331 9175 I 6142 557 337 I 3194 Aorrequired (cfm) I I 533 Calculations aaaroved by ACCA to meet all reouirements of Manual J 8th Ed. -4-IW- 2019 -Jun -2710:23:40 -- - Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 1 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S + wrightsoft, Right -JO Worksheet Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By:n: Don Steele PlaAddition 1 Room name MCL Mast Bath 2 Exposed wall 14.5 ft 5.5 ft 3 Room height 10.5 ft heat/cool 10.5 ft heat/cool 4 5 Room dimensions Room area 6.5 x 8.0 ft 52.0 ft' 5.5 x 9.5 ft 52.3 ft' Ty Construction U -value Or HTM Area (f t') Load Area (ft') I Load number (Btuh/f t' -°F (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 VI! 12F-0sw 0.065 n 4.48 0.82 52 52 233 42 44 35 157 29 2 glazing, clr outr, 0.320 n 22.08 11.38 0 0 0 0 9 0 199 102 4A4-2ovd 0.470 n 32.43 16.32 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 n 2.83 0.00 0 0 0 0 0 0 0 0 11 VIl 12F-0sw 0.065 a 4.48 0.82 0 0 0 0 0 0 0 0 L -p 11D0 0.390 a 26.91 9.26 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 a 2.83 0.00 0 0 0 0 0 0 0 0 VI/ 12F-0sw 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 I -G 4A4-2ovd 0.470 s 32.43 25.97 0 0 0 0 0 0 0 0 W 15B-15sfo-4 0.059 s 2.83 0.00 0 0 0 0 0 0 0 0 Vjl 12F-0sw 0.065 w 4.48 0.82 84 84 377 69 0 0 0 0 --C 2 glazing, clr outr, 0.320 w22.08 35.39 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 w 2.83 0.00 0 0 0 0 0 0 0 0 Fj 12C-0sw 0.000 - 0.00 0.00 0 0 0 0 0 0 0 0 �--U 11 DO 0.390 n 26.91 9.26 0 0 0 0 0 0 0 0 Ij 12F-0sw 0.065 - 4.48 0.33 0 0 0 0 0 0 0 0 I- G 2 olazina, clr outr. 0.320 n 22.08 11.38 0 0 0 0 0 0 0 0 C 16B-50ad 0.020 1.38 0.94 0 0 0 0 0 0 0 0 C 18A-38ad 0.029 2.00 0.56 54 54 109 30 55 55 110 31 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 1-2 -2 Envelope loss/gain 719 140 1 1 465 160 12 a) Infiltration 401 41 130 13 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1120 181 59 .y 173 Less external load 0 0 0 city CPO Less transfer 0 0 0 0 Redistribution 0 0 10 3 14 Subtotal 1120 181 Wi eat Imo_ 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 1120 181 9 (dint] Ur6 Air required (cfm) 24 11 1 1 10 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. -iihwrt�Fsttsott [^ 2019 -Jun -27 10:23:40 g - Right -CAD® HVAC 2018 18.0.27 RSU26150 Page2 I \Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S +- wrightsoft• Right -J® Worksheet Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-0440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Room name Coat Kitch/Nook 2 Exposed wall 0 ft 49.5 ft 3 Room height 10.5 ft heaUcool 10.2 ft heat/co0l 4 Room dimensions 5.5 x 2.5 ft 1.0 x 648.0 ft 5 Room area 13.8 ft' 648.0 ft' Ty Construction U -value Or HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool GrossN/P/S Heat Cool 6 0.065 n 4.48 0.82 0 0 0 0 268 178 798 145 t�12F-Osw 2 glazing, clr outr, 0.320 n 22.08 11.38 0 0 0 0 48 0 1060 546 4A4-2ovd 0.470 n 32.43 16.32 0 0 0 0 42 0 1362 686 W 158-15sfe-4 0.059 n 2.83 0.00 0 0 0 0 0 0 0 0 11 V�/L- 12F-osw 0.065 a 4.48 0.82 0 0 0 0 168 151 675 123 p 11 DO 0.390 a 26.91 9.26 0 0 0 0 18 18 471 162 W 15B-15sfc-4 0.059 a 2.83 0.00 0 0 0 0 0 0 0 0 V)/ 12F-Osw 0.065 s 4.48 0.82 0 0 0 0 320 320 1435 261 -G 4A4-2ovd 0.470 s 32.43 25.97 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 s 2.83 0.00 0 0 0 0 0 0 0 0 \�/ 12F-Osw 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 I ----G 2 glazing, clr outr, 0.320 w 22.08 35.39 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 w 2.83 0.00 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.000 - 0.00 0.00 0 0 0 0 45 -53 0 0 L -D 11 DO 0.390 n 26.91 9.26 0 0 0 0 98 98 2637 908 fj 12F-Osw 0.065 - 4.48 0.33 0 0 0 0 75 59 265 20 C 2 olazino, clr outr, 0.320 n 22.08 11.38 0 0 0 0 16 0 353 182 C 16B-50ad 0.020 1.38 0.94 0 0 0 0 90 90 124 85 C 18A-38ad 0.029 2.00 0.56 14 14 29 8 585 585 1170 326 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 1 1 -05 Envelope loss/gain 29 8 1 1 10350 3399 12 a) Infiltration 0 0 2228 229 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 29 8 12578 4828 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -29 -8 66 39 14 Subtotal 0 0 12645 4867 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 01 01 1 1 126451 4867 1 Air required (cfm) 1 1 0 0 274 283 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr/gF�tsot!- 2019 -Jun -2710:23:40 l�A. ---• -- -�-- --- Right -CADS HVAC 2018 18.0.27 RSU26150 Page nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S wrightsoftRight-JO Worksheet Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Room name Laundry Pantry 2 Exposed wall 6.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 6.0 ft 5.0 x 6.0 ft 5 Room area 54.0 ft2 30.0 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft2) I Load I 36 number (Btuh/ft'-°F 0 (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool Page ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S 6T�12F-Osw 0.065 n 4.48 0.82 0 0 0 0 0 0 0 0 2 glazing, clr outr, 0.320 n 22.08 11.38 0 0 0 0 0 0 0 0 4A4-2ovd 0.470 n 32.43 16.32 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 n 2.83 0.00 0 0 0 0 0 0 0 0 11 V)/ 12F-Osw 0.065 a 4.48 0.82 48 48 215 39 0 0 0 0 1-p 11D0 0.390 a 26.91 9.26 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 a 2.83 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 4A4-2ovd 0.470 s 32.43 25.97 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 s 2.83 0.00 0 0 0 0 0 0 0 0 Vtl 12F-Osw 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 t --G 2 glazing, cir outr, 0.320 w 22.08 35.39 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 w 2.83 0.00 0 0 0 0 0 0 0 0 Ij 12C-Osw 0.000 - 0.00 0.00 72 72 0 0 40 40 0 0 �D 11D0 0.390 n 26.91 9.26 0 0 0 0 0 0 0 0 12F-Osw 0.065 - 4.48 0.33 0 0 0 0 0 0 0 0 2 glazing, cir outr. 0.320 n 22.08 11.38 0 0 0 0 0 0 0 0 C 16B-50ad 0.020 1.38 0.94 54 54 75 51 30 30 41 28 C 18A-38ad 0.029 2.00 0.56 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 1-61 1 1 10 Envelope loss/gain 1 290 85 1 1 41 28 12 a) Infiltration 141 15 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 431 599 41 28 Less external load 0 0 0 0 Less transfer 0 0 0 Redistribution 23 15 -41 8. 14 15 Subtotal Duct loads -0% 0% 454 0 614 0 0% 0°k ( 0 y of 0 0 Total room load 454 614 �/h it t Ridg Air required (cfm) 10 36 0 0 Building Divisors Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wript�tsoYt 2019 -Jun -2710:23:40 v - - Right -CADS HVAC 2018 18.0.27 RSU26150 Page ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S +- wrightsoft- Right -J® Worksheet Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Room name PWD Crawl Space 2 Exposed wall 0 ft 139.0 ft 3 Room height 8.0 ft heat/cool 4.0 ft heat/cool 4 Room dimensions 4.0 x 6.0 ft 1.0 x 1222.0 ft 5 Room area 24.0 ft' 1222.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area(ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \�/ 12F-Osw 0.065 n 4.48 0.82 0 0 0 0 0 0 0 0 G, 2 glazing, cir outr, 0.320 n 22.08 11.38 0 0 0 0 0 0 0 0 �� CC��CCC�� 4A4-2ovd 0.470 n 32.43 16.32 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 n 2.83 0.00 0 0 0 0 256 256 724 0 11 V?! 12F-Osw 0.065 a 4.48 0.82 0 0 0 0 0 0 0 0 �p 11 DO 0.390 a 26.91 9.26 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 a 2.83 0.00 0 0 0 0 88 88 249 0 V)/ 12F-Osw 0.065 s 4.48 0.82 0 0 0 0 0 0 0 0 t ---G 4A4-2ovd 0.470 s 32.43 25.97 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 s 2.83 0.00 0 0 0 0 124 124 351 0 12F-Osw 0.065 w 4.48 0.82 0 0 0 0 0 0 0 0 2 glazing, clr outr, 0.320 w 22.08 35.39 0 0 0 0 0 0 0 0 W 15B-15sfc-4 0.059 w 2.83 0.00 0 0 0 0 88 88 249 0 F� 12C-Osw 0.000 - 0.00 0.00 32 32 0 0 132 132 0 0 L -D 11 D0 0.390 n 26.91 9.26 0 0 0 0 0 0 0 0 Ij 12F-Osw 0.065 - 4.48 0.33 0 0 0 0 0 0 0 0 C 2 Qlazinq, cir outr, 0.320 n 22.08 11.38 0 0 0 0 0 0 0 0 C 1613-50ad 0.020 1.38 0.94 24 24 33 23 0 0 0 0 C 18A-38ad 0.029 2.00 0.56 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 1222 1222 1686 0 61 c) AED excursion 1 01 1 1 1 0 Envelope loss/gain 33 22 3259 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 33 22 3259 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -33 -22 0 0 14 Subtotal 0 0 3259 0 15 Duct loads -0% 0% 0 0 _0% 0% 0 0 3271 Air required (cfm) I I I 0I OI 0 _ Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -4+' wrfgt�t�otf [' 2019 -Jun -27 10:23:40 - - - - -•- Rig ht -CAD® HVAC 2018 18.0.27 RSU 26150 Page 5 nts\Wrightsoft HVAC IRX\Template\defau[tWRX.rut Calc = MJ8 Front Door faces: S - wrightsoft A Form - Worksheet A Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Supporting Detail Project Name: Date: June 25, 2019 Address: 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Job ID: 9325 W. 45th Ave. Worksheet A Location and Design Conditions Weather Location: Denver/Stapleton, CO, US Elevation = 528 Latitude = 40 Indoor Conditions, Heating: DB = 70'F RH = 50% Indoor Conditions, Cooling: DB = 75 °F RH = 50% Table 1 Conditions 99% DB = 1 'F 1% DB = 91 °F Grains Difference = -35 gr/Ib Daily Range= H Design Temperature Differences HTD = 69 °F I CTD = 16 °F City of Wheat Ridge Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.\Building -- - 1-- ..,_.,,„. Right -CAD® HVAC 2018 18.0.27 RSU26150 wrightsot`t ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MA Front Door faces: S 10:23:41 Page 1 +� wrightsoft- Right -J88 Form J1 Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Name of Room Entire House Mast Bed 2 Running Feet of Exposed Wall 251.0 ft 36.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 7.0 ft 1768.9 fN 10.5 ft 383.3 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 2444.0 ft' 1.0 x 348.0 ft 348.0 fN 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 17.4 2492.8 ft2 17.4 364.6 ft' Type of Const., Panel HTM I Area or I Btuh Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6a�- 12F-Osw n 4.48 0.82 512 1709 311 148 520 95 laz 2 glazing, cir outr, n 22.08 11.38 89 1965 1013 32 707 364 -G laz 4A4-2ovd n 32.43 16.32 42 1362 686 0 0 0 Wall 15B-15sfc-4 n 2.83 0.00 256 724 0 0 0 0 11 VL 1I 12F-Osw a 4.48 0.82 216 890 162 0 0 0 !-floor 11 DO a 26.91 9.26 18 471 162 0 0 0 Wall 1513-15sfc-4 a 2.83 0.00 88 249 0 0 0 0 all 12F-Osw s 4.48 0.82 600 2503 455 280 1067 194 laz 4A4-2ovd s 32.43 25.97 42 1362 1091 42 1362 1091 Wall 15B-15sfc-4 s 2.83 0.00 124 351 0 0 0 0 Wall 12F-Osww 4.48 0.82 168 682 124 84 305 55 I -Glaz 2 glazing, clr outr, w 22.08 35.39 16 353 566 16 353 566 Wall 15B-15sfc-4 w 2.83 0.00 88 249 0 0 0 0 12C-0sw 0.00 0.00 321 0 0 0 0 0 tII -Door 11 DO n 26.91 9.26 98 2637 908 0 0 0 aV+J II 12F-Osw 4.48 0.33 75 265 20 0 0 0 laz 2 glazinc. clr outr, n 22.08 11.38 16 353 182 0 0 0 Ceil 16B-50ad 1.38 0.94 198 273 187 0 0 0 Ceil 18A-38ad 2.00 0.56 1073 2147 599 365 730 204 Flor 21A -32t 1.38 0.00 1222 1686 0 0 0 0 Infiltration Heating Load (Btuh) 0.34 4409 1509 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH1.00 I I 452 I I 0.34 I I 155 0.15.] I t - Latent Load (Btuh) I 1 -598 Internal a Occupants at 230 and 200 Btuh 2 460 400 2 460 400 b Scenario number 1700 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 ( Subtotals I Sum linT es6 through 12 I I 24640 I 9175 I -198 I I 6557 I 3337 Ducts EHLF & ESGF 0 0 0 0 0 0 15 Load ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 I Winter Humidification Load Gal/Day I 0 I I O 18 1 Piping Load 0 19 1 Blower Heat 0 20 1 AED Excursion & Latent Moisture Migration Load 98 152 21 j Total Load Sum lines 13 through 19 24640 9175 0 6557 3337 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- 2019 -Jun -2710:23:41 --- -- Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 1 ...nts\Wdghtsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S - +- wrightsol€t• Right -J8® Form A Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Name of Room MCL Mast Bath 2 Running Feet of Exposed Wall 14.5 ft 5.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.5 ft 152.3 ft' 10.5 ft 57.8 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.5 x 8.0 ft 52.0 ft' 5.5 x 9.5 ft 52.3 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 17.4 54.5 ft' 17.4 54.7 ft' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-CIg 6ar-G 12F-Osw n 4.48 0.82 52 233 42 44 157 29 laz 2 glazing, cir outr, n 22.08 11.38 0 0 0 9 199 102 laz 4A4-2ovd n 32.43 16.32 0 0 0 0 0 0 Wall 156-15sfc-4 n 2.83 0.00 0 0 0 0 0 0 11 all 12F-Osw a 4.48 0.82 0 0 0 0 0 0 oor 11DO a 26.91 9.26 0 0 0 0 0 0 Wall 15B-15sfc4 a 2.83 0.00 0 0 0 0 0 0 all 12F-Osw s 4.48 0.82 0 0 0 0 0 0 laz 4A4-2ovd s 32.43 25.97 0 0 0 0 0 0 Wall 15B-15sfc-4 s 2.83 0.00 0 0 0 0 0 0 veal] 12F-Osww 4.48 0.82 84 377 69 0 0 0 laz 2 glazing, cir outr, w 22.08 35.39 0 0 0 0 0 0 Wall 15B-15sfc-4 w 2.83 0.00 0 0 0 0 0 0 aVy II 12C-Osw 0.00 0.00 0 0 0 0 0 0 oor 11 DO n 26.91 9.26 0 0 0 0 0 0 aF II 12F-Osw 4.48 0.33 0 0 0 0 0 0 Iaz 2 glazinq, cir outr. n 22.08 11.38 0 0 0 0 0 0 Ceil 16B-50ad 1.38 0.94 0 0 0 0 0 0 Ceil 18A-38ad 2.00 0.56 54 109 30 55 110 31 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.34 401 130 Effect WAR WAR 12 I Sensible Load (Btuh) ACH 0.09 I I 41 I I 0.03 I 13 0.15 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 II 14 Subtotals I Sum lines 6 through 12 I I 1120 I 181 1 I I 605 I 176 1 Duct EHLF & ESGF 101 01 10 0 10 1 0 15 Loads ELG I I 1 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 I Winter Humidification Load Gal/Day I 0 18 Piping Load 1 19 Blower Heat C- y Of 20 AED Excursion & Latent Moisture Migration Load -2 -2 21 Total Load Sum lines 13 through 19 1120 181 Ilia 605 L #A1 1 6 Building Divil-. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -. -4- - wrlgtitsatt 2019 -Jun -27 10:23:41 - - Right -CAD® HVAC 2018 18.0.27 RSU26150 Page ...nts\Wdghtsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S +}+- wrightsoft- Right -J80 Form J1 Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition 1 Name of Room Coat Kitch/Nook 2 Running Feet of Exposed Wall 0 ft 49.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.5 ft 0 ft2 10.2 ft 502.6 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFQ 5.5 x 2.5 ft 13.8 ft' 1.0 x 648.0 ft 648.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 17.4 14.4 ft' 17.4 674.6 ft2 Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Ctg 6all 12F-Osw n 4.48 0.82 0 0 0 268 798 145 laz 2 glazing, clr outr, n 22.08 11.38 0 0 0 48 1060 546 �� CClaz 4A4-2ovd n 32.43 16.32 0 0 0 42 1362 686 Wall 156-15sfc-4 n 2.83 0.00 0 0 0 0 0 0 11 a4�/ II 12F-Osw a 4.48 0.82 0 0 0 168 675 123 oor 11 DO a 26.91 9.26 0 0 0 18 471 162 Wall 15B-15sfc-4 a 2.83 0.00 0 0 0 0 0 0 aV+/ II 12F-Osw s 4.48 0.82 0 0 0 320 1435 261 laz 4A4-2ovd s 32.43 25.97 0 0 0 0 0 0 Wall 15B-15sfc-4 s 2.83 0.00 0 0 0 0 0 0 Wall 12F-0sw w 4.48 0.82 0 0 0 0 0 0 L--Glaz 2 glazing, clr outr, w 22.08 35.39 0 0 0 0 0 0 Wall 15B-15sfc-4 w 2.83 0.00 0 0 0 0 0 0 ayl II 12C-0sw 0.00 0.00 0 0 0 45 0 0 -0oor 11 DO n 26.91 9.26 0 0 0 98 2637 908 aVIJ II 12F-0sw 4.48 0.33 0 0 0 75 265 20 C,laz 2 alazino, clr outr. n 2208. 11.38 0 0 0 16 353 182 Cell 16B-50ad 1.38 0.94 0 0 0 90 124 85 Ceil 18A-38ad 2.00 0.56 14 29 8 585 1170 326 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.34 0 2228 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0 I 0 0.51 I 229 0.15 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 1200 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 1r I Subtotals I Sum lines 6 through 12 I I 0 I 0 I I I 12645 I 4867 Duct EHLF & ESGF 0 0 0 0 0 0 15 I Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 I Winter Humidification Load Gal/Day I 0 r 18 1 Piping Load 19 1 Blower Heat 20 1 AED Excursion & Latent Moisture Migration Load 0 -45 21 Total Load Sum lines 13 through 19 0 0 12645 4867 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +4a- oft- 2019 -Jun -2710:23:41 -• Right -CAD® HVAC 2018 18.0.27 RSU26150 Page ...nts\Wdghtsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S -- wrightsoft' Right -J8® Form J 1 Job: 9325 W. 45th Ave. Entire House Date: June 25, 2019 By Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com 1 Name of Room Laundry Pantry 2 Running Feet of Exposed Wall 6.0 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 ft 48.0 ft' 8.0 ft 0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 9.0 x 6.0 ft 54.0 ft' 5.0 x 6.0 ft 30.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 54.0 ft2 0 30.0 ft' Type of Const., Panel I HTM I Area or Btuh I Area or I Btuh Exposure Number FacesLenght Lenght Htg. [:- Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6ay! II 12F-Osw n 4.48 0.82 0 0 0 0 0 0 2 glazing, clr outr, n 22.08 11.38 0 0 0 0 0 0 I�laz laz 4A4-2ovd n 32.43 16.32 0 0 0 0 0 0 Wall 15B-15sfc-4 n 2.83 0.00 0 0 0 0 0 0 11 aVF/ II 12F-0sw a 4.48 0.82 48 215 39 0 0 0 I--0oor 11DO a 26.91 9.26 0 0 0 0 0 0 Wall 15B-15sfc-4 a 2.83 0.00 0 0 0 0 0 0 aVF/ II 12F-0sw 6 4.48 0.82 0 0 0 0 0 0 �Glaz 4A4-2ovd s 32.43 25.97 0 0 0 0 0 0 Wall 15B-15sfc-4 s 2.83 0.00 0 0 0 0 0 0 aV+/ II 12F-0sw w 4.48 0.82 0 0 0 0 0 0 laz 2 glazing, clr outr, w 22.08 35.39 0 0 0 0 0 0 Wall 15B-15sfc4 w 2.83 0.00 0 0 0 0 0 0 aV+! II 12C-0sw 0.00 0.00 72 0 0 40 0 0 VDoor 11DO n 26.91 9.26 0 0 0 0 0 0 aVF! II 12F-0sw 4.48 0.33 0 0 0 0 0 0 laz 2 alazina. clr outr, n 22.08 11.38 0 0 0 0 0 0 Ceil 16B-50ad 1.38 0.94 54 75 51 30 41 28 Ceil 18A-38ad 2.00 0.56 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.34 141 0 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0.03 I I 15 I I 0 I I 0 0.15 rT f 1 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 500 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 114 I Subtotals I Sum lines 6 through 12 I I 454 I 614 I I I O I 0 Duct EHLF & ESGF 0 01 1 0 1 0 1 1 1 0 1 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 1 0 18 Piping Load City QR 19 1 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -6 0 21 Total Load Sum lines 13 through 19 454 614 U {dins (AV on Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. -4- wr1iUtikt=4mrt- 2019 -Jun -2710:23:41 Right -CAD® HVAC 2018 18.0.27 RSU26150 Page Its\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S + - wrightsoft- Right -J88 Form J1 Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Pian: Addition 1 Name of Room PWD Crawl Space 2 Running Feet of Exposed Wall 0 ft 139.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 ft 0 ft' 4.0 ft 556.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 4.0 x 6.0 ft 24.0 ft' 1.0 x 1222.0 ft 1222.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 24.0 ft' 0 1222.0 ft' Type of Const., Panel HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S -C19 L-Clg Heating S-Clg L-Clg 6a\�/ II 12F-Osw n 4.48 0.82 0 0 0 0 0 0 2 glazing, clroutr, n 2208. 11.38 0 0 0 0 0 0 LI-laz laz 4A4-2ovd n 32.43 16.32 0 0 0 0 0 0 Wall 15B-15sfc-4 n 2.83 0.00 0 0 0 256 724 0 11aV II 12F-Osw a 4.48 0.82 0 0 0 0 0 0 I -poor 11 DO a 26.91 9.26 0 0 0 0 0 0 Wall 15B-15sfc-4 a 2.83 0.00 0 0 0 88 249 0 aVt/ II 12F-Osw s 4.48 0.82 0 0 0 0 0 0 C,laz 4A4-2ovd s 32.43 25.97 0 0 0 0 0 0 Wall 15B-15sfc-4 s 2.83 0.00 0 0 0 124 351 0 ayJ II 12F-Osw w 4.48 0.82 0 0 0 0 0 0 laz 2 glazing, clr outr, w 22.08 35.39 0 0 0 0 0 0 Wall 15B-15sfc-4 w 2.83 0.00 0 0 0 88 249 0 aVj/ 11 12C-Osw 0.00 0.00 32 0 0 132 0 0 t -Door 11 DO n 26.91 9.26 0 0 0 0 0 0 aVt 11 12F-Osw 4.48 0.33 0 0 0 0 0 0 C,laz 2 glazina, clr outr, n 22.08 11.38 0 0 0 0 0 0 Ceil 16B-50ad 1.38 0.94 24 33 23 0 0 0 Cell 18A-38ad 2.00 0.56 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 1222 1686 0 InfiltrationHeating load (Btuh) 0.34 0 0 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0 I I 0 I I 0 ' I 0 0.15 r rT Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 I Subtotals I Sum lines 6 through 12 I I 0 I 0 I I I 3259 I 0 Duct EHLF & ESGF 0 0 _-f 0 0 0 0 15 Loads 0 0 ELG 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 I Winter Humidification Load Gal/Day I 0 18 1 Piping Load 19 1 Blower Heat 20 i AED Excursion & Latent Moisture Migration Load 0 0 21 j Total Load Sum lines 13 through 19 0 0 1 1 3259 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr�gF�tsof! 2019-Jun-2710:23:41 Right-CAD® HVAC 2018 18.0.27 RSU26150 Page s ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Parts Order Job: 9325 W. 45th Ave. Wrlghtsoft Date: June 25, 2019 By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com BILL TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Notes: SHIP TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Order date Ordered by Purchase order # Date required Ship via Src Part # Description Qty Total pieces Unit list price Disc Extension Duct System Equipment WSF DDMt04 Round metal duct, D = 4" 32.0 32.0 2.50 0 80.00 WSF FTOF-4 Top round take off with transition, size 4" 4.0 4.0 18.00 0 72.00 PGM FBTJ-1006-4 Ceiling rect boot, size 10" x 6"-4" 2.0 2.0 29.60 0 59.20 PGM FRGRMC2-1006 Rectangular metal ceiling register two way, 10" x 6" 2.0 2.0 0 0 0 WSF DDMt06 Round metal duct, D = 6" 41.0 41.0 2.90 0 118.90 WSF FTOE-6 Top round take off, size 6" 1.0 1.0 20.80 0 20.80 PGM FBTJ-1004-6 Ceiling rect boot, size 10" x 4"-6" 4.0 4.0 31.00 0 124.00 WSF FRGRMFT-1004 Rectangular metal floor two way grill, 10"x4" 9.0 9.0 0 0 0 WSF FTOF-6 Top round take off with transition, size 6" 2.0 2.0 20.80 0 41.60 PGM FBTJ-1004-4 Ceiling rect boot, size 10" x 4"-4" 3.0 3.0 28.20 0 84.60 WSF FDEL5P-4 Round 5 -piece elbow, size 4" 1.0 1.0 14.00 0 14.00 WSF DDMt05 Round metal duct, D = 5" 15.0 15.0 2.70 0 40.50 WSF FTOF-5 Top round take off with transition, size 5" 2.0 2.0 19.40 0 38.80 PGM FBTJ-1004-5 Ceiling rect boot, size 10" x 4"-5" 2.0 2.0 29.60 0 59.20 WSF DRMt1008 Rectangular metal duct, 10" x 8" 63.0 63.0 3.60 0 226.80 WSF FPLI-1008 Plenum rect take off, size 10"x8" 2.0 2.0 0 0 0 WSF DDMt10 Round metal duct, D = 10" 3.0 3.0 3.70 0 11.10 WSF FPLJ-10 Plenum side round take off with trans, size 10" 1.0 1.0 0 0 0 PGM FBTO-1414-10 Return boot from round duct, size 14" x 14"-10" 1.0 1.0 46.40 0 46.40 PGM FRGRMLG-1414 Rectangular metal low wall grille, 14" x 14" 1.0 1.0 0 0 0 WSF DDMt08 Round metal duct, D = 8" 3.0 3.0 3.30 0 9.90 PGM FBTO-1408-8 Return boot from round duct, size 14" x 8"-8" 1.0 1.0 39.40 0 39.40 WSF FPLJ-8 Plenum side round take off with trans, size 8" 1.0 1.0 0 0 0 PGM FRGRMLG-1408 Rectangular metal low wall grille, 14" x 8" 1.0 1.0 0 0 0 Subtotal, Duct System Equipment 1087.20 Overall total 1087.20 wrigMtsoft` Right -CADS HVAC 2018 18.0.27 RSU26150 nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S City of Wheat Ridge I,' 2019 -Jun -27 10:23:41 Page 1 wrightsoft` 2019-Jun-2710:23:41 Right-CADS HVAC 2018 18.0.27 RSU26150 Page ...nts\Wrightsoft HVAC IRX\Template\defau[tWRX.rut Calc = MJ8 Front Door faces: S 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com BILL TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Notes: SHIP TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Order date_ Ordered by Purchase order # Date required Ship via Src s� Parts Pull Order Job: 9325 W. 45th Ave. Total pieces Wrightso `, Date: June 25, 2019 By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com BILL TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Notes: SHIP TO: Don Steele Attn: 5925 Broadway St. Denver, CO 80216 Phone: 303-292-4440 Fax: Order date_ Ordered by Purchase order # Date required Ship via Src Part # Description Qty Total pieces Qty issued Qty returned Duct System Equipment WSF DDMt04 Round metal duct, D = 4" 32 32.0 WSF FTOF4 Top round take off with transition, size 4" 4.0 4.0 PGM FBTJ-1006-4 Ceiling rect boot, size 10" x 6"-4" 2.0 2.0 PGM FRGRMC2-1006 Rectangular metal ceiling register two way, 10" x 6" 2.0 2.0 WSF DDMt06 Round metal duct, D = 6" 41 41.0 WSF FTOE-6 Top round take off, size 6" 1.0 1.0 PGM FBTJ-1004-6 Ceiling rect boot, size 10" x 4"-6" 4.0 4.0 WSF FRGRMFT-1004 Rectangular metal floor two way grill, 10" x4" 9.0 9.0 WSF FTOF-6 Top round take off with transition, size 6" 2.0 2.0 PGM FBTJ-1004-4 Ceiling rect boot, size 10" x 4"-4" 3.0 3.0 WSF FDEL5P-4 Round 5 -piece elbow, size 4" 1.0 1.0 WSF DDMt05 Round metal duct, D = 5" 15 15.0 WSF FTOF-5 Top round take off with transition, size 5" 2.0 2.0 PGM FBTJ-1004-5 Ceiling rect boot, size 10" x 4"-5" 2.0 2.0 WSF DRMt1008 Rectangular metal duct, 10" x 8" 63 63.0 WSF FPLI-1008 Plenum rect take off, size 10"x8" 2.0 2.0 WSF DDMt10 Round metal duct, D = 10" 3.0 3.0 WSF FPLJ-10 Plenum side round take off with trans, size 10" 1.0 1.0 PGM FBTO-1414-10 Return boot from round duct, size 14" x 14"-10" 1.0 1.0 PGM FRGRMLG-1414 Rectangular metal low wall grille, 14" x 14" 1.0 1.0 WSF DDMt08 Round metal duct, D = 8" 3.0 3.0 PGM FBTO-1408-8 Return boot from round duct, size 14" x 8"-8" 1.0 1.0 WSF FPLJ-8 Plenum side round take off with trans, size 8" 1.0 1.0 PGM I FRGRMLG-1408 Rectangular metal low wall grille, 14" x 8" 1.0 1.0 Wf 1g17tsO1Ft Right -CADS HVAC 2018 18.0.27 RSU26150 ... nts\WrightsoftHVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S City of p Wheat Ridge Building !ivison 2019 -Jun -27 10:23:41 Page 1 wrightsoft- 2019 -Jun -27 10:23:41 Right -CAD® HVAC 2018 18.0.27 RSU26150 Page 2 ...nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S - wrightsoft. Duct System Summary Entire House WSM Industries Inc. 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Job: 9325 W. 45th Ave. Date: June 25, 2019 By: Don Steele Plan: Addition Name Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.47 in H2O 0.47 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply / return available pressure 0.176 / 0.054 in H2O 0.176 / 0.054 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 533 cfm 533 cfm Total effective length (TEL) Crawl Space -A 270 ft 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 Crawl Space h 1630 35 0 0.094 4.0 Ox 0 ShMt 23.0 165.0 st2 Crawl Space -A h 1630 35 0 0.094 4.0 Ox 0 ShMt 33.0 155.0 st1 Kitch/Nook c 1622 91 94 0.085 6.0 Ox 0 ShMt 16.5 190.0 st1 Kitch/Nook-A c 1622 91 94 0.097 6.0 Ox 0 ShMt 37.5 145.0 SO Kitch/Nook-B c 1622 91 94 0.094 6.0 Ox 0 ShMt 28.0 160.0 st1 Laundry C 614 10 36 0.096 4.0 Ox 0 ShMt 39.5 145.0 SO MCL -A h 1120 24 11 0.116 4.0 Ox 0 ShMt 37.5 115.0 st2 Mast Bath h 605 13 10 0.096 4.0 Ox 0 ShMt 8.5 175.0 st2 Mast Bed c 1112 47 65 0.093 5.0 Ox 0 ShMt 18.5 170.0 st2 Mast Bed -A C 1112 47 65 0.092 6.0 Ox 0 ShMt 31.5 160.0 st2 Mast Bed -B C 1112 47 65 0.096 5.0 Ox 0 ShMt 28.5 155.0 st2 City of Wheat Ridge Bold/italic values have been manually overridden wrightsoft' 2019 -Jun -27 10:23:41 ..... ,.-..,w.. ....a_,. Right-CAD®HVAC 2018 18.0.27 RSU26150 Page 1 ...nts\Wrightsoft HVAC IRX\Template\defau[tWRX.rut Calc = MJ8 Front Door faces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 319 318 0.085 573 9.3 8 x 10 ShtMetl st2 Peak AVF 214 215 0.092 386 7.9 8 x 10 ShtMetl City of Wheat Ridge Bold/italic values have been manually overridden wrightsoft' 2019 -Jun -27 10:23:41 ..... ,.-..,w.. ....a_,. Right-CAD®HVAC 2018 18.0.27 RSU26150 Page 1 ...nts\Wrightsoft HVAC IRX\Template\defau[tWRX.rut Calc = MJ8 Front Door faces: S Return Branch Detail Table +4d- wrightsoft" 2019 -Jun -2710:23:41 �. _,,... .�... _ Right -CAD® HVAC 2018 18.027 RSU26150 Page ...nts\Wdghtsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Wrn) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 319 318 62.5 0.086 584 10.0 Ox 0 ShMt rb1 Ox 0 214 215 63.0 0.085 615 8.0 Ox 0 ShMt +4d- wrightsoft" 2019 -Jun -2710:23:41 �. _,,... .�... _ Right -CAD® HVAC 2018 18.027 RSU26150 Page ...nts\Wdghtsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S 1.. ss Static Pressure and Friction Rate Job: 9325 W. 45th Ave. Wrig itso R Date: June 25, 2019 Entire House By: Don Steele WSM Industries Inc. Plan: Addition 5925 Broadway St., Denver, CO 80216 Phone: 303-292-4440 Email: dsteele@wsmind.com Web: www.wsmind.com For: Shahram Lame, Gunnison Enterprises 558 Castle Pines Pkwy, Castle Rock, CO 80108 Phone: 303-332-7208 Fax: 303-215-1725 Email: gunnison@ymail.com Available static pressure 0.23 0.23 Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses 4 0 Coil 0.28 0.2E Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.02 Filter 0.10 OAC Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.23 0.23 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.085 OK 0.085 OK Return Ducts 0.085 OK 0.085 OK Fitting Equivalent LengthDetails Supply 213=95, 4AD=60, 1C=35: TotalEL=190 Return 6M=20, 5D=40: TotalEL=60 City of Wheat Ridge Building Divison +P- wrightsoft- 2019 -Jun -2710:23:41 ..... ,....._. w,_ �,. .. Right -CAD® HVAC 2018 18.0.27 RSU 26150 Page l ..nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S Supply Return (ft) (ft) Measured length of run -out 13 3 Measured length of trunk 4 0 Equivalent length of fittings 190 60 Total length 207 63 Total effective length 270 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.085 OK 0.085 OK Return Ducts 0.085 OK 0.085 OK Fitting Equivalent LengthDetails Supply 213=95, 4AD=60, 1C=35: TotalEL=190 Return 6M=20, 5D=40: TotalEL=60 City of Wheat Ridge Building Divison +P- wrightsoft- 2019 -Jun -2710:23:41 ..... ,....._. w,_ �,. .. Right -CAD® HVAC 2018 18.0.27 RSU 26150 Page l ..nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) HVAC Designer Responsibilities: • Complete one HVAC Design Report for each system design for a house plan, created for either the specific plan configuration (i.e., elevation, option, orientation, & county) of the home to be certified or for a plan that is intended to be built with potentially different configurations (i.e., different elevations, options, and/or orientations). Visit www.energystar.gov/newhomeshvacdesign and see Footnote 2 for more information. • Obtain efficiency features (e.g., window performance, insulation levels, and infiltration rate) from the builder or Home Energy Rater. • Provide the completed HVAC Design Report to the builder or credentialed HVAC contractor and to the Home Energy Rater. 1. Design Overview 1.1 Designer name: Don Steele Designer company: WSM Industries Inc. Date: June 25, 2019 1.2 Select which party you are providing these design services to: M Builder or 0 Credentialed HVAC contractor 1.3 Name of company you are providing these design services to (if different than Item 1.1): Gunnison Enterprises 1.4 Area that system serves: M Whole -house 0 Upper-level 0 Lower -level 0 Other 1.5 Is cooling system for a temporary occupant load? 0 Yes 11111111 No 1.6 House plan: Addition Check box to indicate whether the system design is site-specific or part of a group: M Site-specific design. Option(s) & elevation(s) modeled: 0 Group design. Group #: 0 out of 0 total groups for this house plan. Configuration modeled: 2. Whole -House Mechanical VentilatiQn Design Designer Verified Airflow: 2.1 Ventilation airflow design rate & run-time meet the requirements of ASHRAE 62.2-2010 or 2013 0 2.2 Ventilation airflow rate required by 62.2 for a continuous system 0 CFM 2.3 Design for this system: Vent. airflow rate: CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes System Type & Controls: 2.4 Specified system type: 0 Supply 0 Exhaust 11111111 Balanced 2.5 Specified control location: (e.g., Master bath, utility room 2.6 S ecified controls allow the system tooperate automatically, without occupant intervention 2.7 Specified controls include a readily -accessible ventilation override and a label has also been specified if its function is not obvious (e.g., a label is required for a standalone wall sw itch, but not for a sw itch that's on the ventilation equipment) 0 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate intermittently and automatically based on a timer and restrict intake when not in use (e.g., motorized damper) 0 Sound: 12.9 The fan of the specified system is rated <_ 3 sones if intermittent ands 1 sone if continuous, or exempted 0 Efficiency: 2.10 If system utilizes the HVAC fan, then the specified fan type in Item 4.7 is ECM / ICM, or the specified controls will reduce the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans arespecified as part of the system, then they are ENERGY STAR certified 0 Air Inlet Location: (Complete this section if system has a specified air inlet location; otherw ise check "N/A") 0 N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic, crawls ace, garage, or adjacent dwelling unit 0 2.13 Inlet is > 2 ft. above grade or roof deck; >_ 10 ft. of stretched -string distance from known contarrination sources (e.g., stack, vent, exhaust, vehicles) not exiting the roof, and ? 3 ft, from know n sources exiting the roof 0 3. Room -by -Room Heating & Cooling Loads 3.1 Room -by -room loads calculatedusincr M UnabridaedACCA Manual v8 0 2013 A HRAE Fundamentals 0Other per AH 3.2 Indo or de sian terrveratures u sed in loads are70'F fr heatina a nd7 °F for coo lin 3.3 Outdoor design temperatures used in loads: (See Footnote 12 and energystar.gov/hvacdesigntemps) County & State selected: Arapahoe, CO Cooling season: 91 -F Heating season: °F 3.4 Number of occupants used in loads: 2 3.5 Conditioned floor area used in loads: 2444 Sq. Ft. 3.6 Window area used in loads: 205 Sq. Ft. 3.7 Predominant window SHGC used in loads: 0.32 3.8 Infiltration rate used in loads: Summer: 0.15 Winter: 0.34 3.9 Mechanical ventilation rate used in loads: 0 CFM Loads At Design Conditions kBtuh N NE E SE S SW W NW 3.10 Sensible heat gain B orientation) 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 3.11 Latent heat gain (Not by orientation) 10 Cooling 3.12 Total heat gain B orientation g ( Y ) I 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 3.13 Maximum -minimum total heat gain (Item 3.12) across orientations = 0 kBtuh Variation is <_ 6 kBtuh M Heating 3.14 Total heat loss (Not by orientation) 124.6 Bold/italic values have been manually overridden 440- wrlQhtsoft• 2019 -Jun -27 10.23:41 -• - - Right -CADS HVAC 2018 18.0.27 RSU26150 Page 1 ..nts\Wrightsoft HVAC IRX\Template\defaultWRX.rut Calc = MJ8 Front Door faces: S k HVAC Design Report ' ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) wrightsoft^ 2019 -Jun -27 10:23:41 -•-• -•- Right-CAD®HVAC 2018 18.0.27 RSU 26150 Paget nts\Wrightsoft HVAC IRX\Temp1ate\defau1tWRX.rut Calc = MJ8 Front Door faces: S Designer Verified 4.1 Equipment selected per ACCA Manual S see Footnote 19 & 20 0 Air / r or " / " 0 N/A 4.2 Equipment type: M Cooling -only air conditioner or 0 Cooling & heating heat pump 4.3 Condenser manufacturer & model: Ducane, Excel Comfort Systems 4AC13'18P-7, 8 4.4 Evaporator / fan coil manufacturer & model: Ducane, Excel Comfort Systems CA024A8R1++TXV+TDR 4.5 AHRI reference #: 8329000 4.6 AHRI listed efficiency: 10.5 / 13 EER/SEER Air -source heat pump: HSPF Ground -source heat pump: COP 4.7 Evaporator fan type: 0 PSC o ECM / ICM M Other: 4.8 Compressor type: 0 Single -speed E3 Two -speed 0 Variable -speed 4.9 Latent capacity at design conditions, from OEM expanded performance data: 0 kBtuh 4.10 Sensible capacity at design conditions, from OEM expanded performance data: 0 kBtuh 4.11 Total capacity at design conditions, from OEM expanded performance data: 0 kBtuh 4.12 Air -source heat pump capacity: At 17°F: 0 kBtuh At 47°F: 0 kBtuh 0 N/A 4.13 Cooling sizing % = Total capacity (Item 4.11) divided by maximum total heat gain (Item 3.12): 0% 4.14 Complete this Item if Condition B Climate will be used to select s izing limit in Rem 4.15. Otherw ise, check "N/A": 0 N/A 4.14.1 Load sensible heat ratio = Max. sensible heat gain item 3.10 / Max. total heat gain Item 3.12 = 100% 4.14.2 HDD / CDD ratio Visit energystar.gov/hvacdesigntemps to determine this value for the design location) 2.4 4.15 Check box of applicable cooling sizing limit from chart below: Equipment Type (Per Item 4.2) & Climate Condition (Per Item 4.14) Compressor T Per Item 4.8 Single -Speed Two -Speed Variable -Speed For Cooling -Only Equipment or For Cooling Mode of Heat Pump in Condition A Climate Recommended: 90 -115% Allowed: 90 -130% Recommended: 90 -120% C3 Allowed: 90 - 140% Recommended: 90 -130% M Allowed: 90 -160% For Cooling Mode of Heat Pump in Condition 8 Climate o 90% - 100%, plus 15 kBtuh 0 90% - 100%, plus 15 kBtuh M 90% - 100%, plus 15 kBtuh 4.16 Cooling sizing % 4.13 is within cooling sizing limit 4.15 0 Fumace (Complete if furnace willi / 0 N/A Excel Co 4.17 Furnace manufacturer & model: Ducane, mfort Systems 92G1 UH070BP12-' 4.18 Listed efficiency: 92.1 AFUE 4.19 Total capacity: 62 kBtuh 4.20 Heating sizing % = Total capacity Item 4.19 divided by total heat loss Item 3.14: 252% 4.21 Check box of applicable heating sizing limit from chart below: When Used for Heating Only When Paired With Cooling E] 100 - 140% IZI Recommended: 100 -140% Allowed: 100 - 200% 4.22 Heating sizing % 4.20 is within heating sizing limit 4.21 0 (Completeifheatina orcoolinan •I installed i h h / o N/A 5.1 Duct system designed for the equipment selected in Section 4, per ACCA Manual D 5.2 Design HVAC fan airflow: Cooling mode 533 CFM Heating mode 533 CFM 5.3 Design HVAC fan speed setting (e.g., low, medium, high): Cooling mode Medium Heating mode Medium 5.4 Design total external static pressure (corresponding to the mode with the higher airflow in Item 5.2): 0.7 IWC 5.5 Room -by -room design airflows documented below which must sum to the mode with the higher airflow in Item 5.2 Room Name Design Airflow CFM Room Name Design Airflow CFM 1 Coat 0 13 2 Crawl Space 0 14 3 Kitch/Nook 283 15 4 Laundry 36 16 5 Mast Bath 10 17 6 Mast Bed 194 18 7 MCL 11 19 8 Pantry 0 20 9 PWD 0 21 10 22 11 23 12 Total for all rooms wrightsoft^ 2019 -Jun -27 10:23:41 -•-• -•- Right-CAD®HVAC 2018 18.0.27 RSU 26150 Paget nts\Wrightsoft HVAC IRX\Temp1ate\defau1tWRX.rut Calc = MJ8 Front Door faces: S o � v 3 u, m 7 d N 7 ' 3 CD o 0 7 N 3 N fA a U) N n (D City of Wheat Ridge m x n OcoN 07 67 ZY m x � m D Z c O x N CD City Of Wheat Ridge 3 o r m x n OcoN 07 67 ZY m x � m D Z c O x N CD City Of Wheat Ridge 11 ALZO/qz) //0? ptr Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 - Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com Marie Kuo 9325 West 45th Avenue Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 9325 WEST 45TH AVENUE JEFFERSON COUNTY, COLORADO REPORT NO. 19-214 June 19, 2019 NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS OVId �Rid�e TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 3 5 5 6 7 7 7 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Information about the Report E Subsurface Investigation Marie Kuo Colorado Geoscience and Design, Inc. Report No. 19-214 GENERAL This report presents the results of data obtained during the subsurface investigation at 9325 WEST 45TH AVENUE, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at this site. It is our understanding a single -story addition at grade is planned for the residence. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 750 to 1,500 pounds per lineal foot of foundation wall. The topography of the site is generally flat. The site is landscaped with native trees, shrubs and grass. The weather was warm and sunny at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on June 7, 2019 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the,/""' sites use irrigation for lawns. f cw d wheat Ridge June 19, 2019 Subsurface Investigation Marie Kuo Colorado Geoscience and Design, Inc. Report No. 19-214 SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10) away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0,,. The property owner should inspect the area around the foundation regularly particular) after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5) of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain June 19, 2019 Subsurface Investigation Marie Kuo Colorado Geoscience and Design, Inc. Report No. 19-214 downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. civ °� In any soil investigation it is necessary to assume that the subsurface soil condition docm ge June 19, 2019 7 ;� Subsurface Investigation Marie Kuo Colorado Geoscience and Design, Inc. Report No. 19-214 not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. June 19, 2019 8 PROJECT: Subsurface Investigation JOB NO: 19-214 Colorado Geoscience and Design, Inc. CLIENT: Marie Kuo LOCATION: 9325 West 45th Avenue, Jefferson County, Colorado Log of Test Holes DRILLING METHOD: 4" Continuous Flight Auger 1 2 100 98 1 96 94 .R !33 M Coarse-grained sand, gravel and cobble, slightly clayey, dry to slightly moist, pink gray buff Notes: 1. x/y indicates that "x" number of blows of a 140 -pound hammer falling 30 inches are required to drive a 2 -inch diameter sampler "y" number of inches. 2. 11 Indicates depth at which soil samples were taken. Coarse-grained sand, 100 gravel and cobble, slightly clayey, dry to slightly moist, pink gray buff 94 El m v 0 92 m .9 M Where Applicable --- a: s Indicates ground water encountered during the drilling operation. b. T Indicates ground water encountered after 24 hours. c. I Indicates auger refusal. d. __C_ Indicates caving. Figure 2 + +8 J +6 W +4 LL O +2 O F- O 0 w -2 V Q= sl -4 W O CL N -6 O U -8 SWELL - CONSOLIDATION TESTS I I I VIII ( <:::: Swell/Consolidation under pressure due to wetting Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Coarse-grained sand, gravel and cobble slightly clayey, dry to slightly moist, pink gray buff CKY 0� Wheat Ridge JOB NO. 19-214 §§ kk � 2 $ � k 6 2 a 3 f 'a 'a m m m o 0 u , .2:1 » ƒ � � » 5 7 & & a § § m -0 S 8 8 \ \ \ \ c \ k�k�kB 5@523@ \±\f\f 'a 'CL _- 'CL @gra@a 7E 7EeE m2%±m? o: o. o. 070707 � c E > M % (n /) ° \ / ) 3 \ \ j / \ / ƒ ƒ _ �t ) } « \ e Fl - �g 2 § k ® 2 % \ 0 ® \ ® (N % $ 0 \ k c « ) } / \ n c # 0 ) & BRACE WALLS, TOP &BOT., WELL SLOPED — 12" PER PRIOR TO BACKFILLING �_10 FT. MIN. DO NOT DIKE WITH y—SOD OR EDGING TOP 12" OF WELL—COMPACTED BACKFILL CONCRETE GRADE B I - l__MODERA ELY COMPACTED BACKFIL FLOOR SLAB I AMP PROOFING POLYETHYLENE GLUED TO WALL EXPANSION JOINT AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 15# BUILDING FELT 4" MIN. w . •oo• . 3/4" TO 1 1/2" CLEAN GRAVEL 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN, DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDA'T'ION) SECTION the Colorado SCALE: NTS Geosclence do Design, Inc. P O. BOX M. FRNKiOW4. CO. 80116. P1 CNE 9(313) 666.3150 Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation inacliines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Lour - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and fiimace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy Groundwater depth and anticipated post -construction moisture conditions. Surface water drainage and features • Post -constriction landscaping and irrigation • Constriction details and proposed use • Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect strictures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. city of Page 3 of 3 t Wheat Ridge uilding Zareen Tasneem From: Zareen Tasneem Sent: Monday, June 3, 2019 11:46 AM To: 'gunnison@ymail.com' Cc: Randy Slusser; Dina Kemp; Kimberly Cook Subject: Building Permit for 9325 W. 45th Ave Hello, In reviewing the permit to construct a rear addition to 9325 W. 45th Ave. in Wheat Ridge, more information is needed to evaluate the site plan. Please submit revised plans to the Building Division that clarifies the following: • Square footage and floor area of the original house. • What part is the proposed new addition? It is difficult to tell from the sheets. • Floor area added with the proposed addition. • Only the first floor plan is shown, but the house appears to have multiple floors. Please clarify if that is the case and, if so, provide floor plans for all floors. Thanks, Zareen Tasneem Planner I Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2852 www.ci.wheatridge.co.us P_ i".1 9 X019 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. City of Wh6atp, dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: % /�� Permit #: General Contractor: L04 -f -I Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wh6atR ge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �� r (,�,� 4/�Wj dye Permit #: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signa u of A thorized Agent Plumbing Sub -Contractor Phone #: t%, -k _ S S, 49o.?_� Master #: aTIC., (required field) s--/�' Date Company Name: e #: S03 - 3 s9 1'71 State License #: 000 X5C- I Master #: d0 l 3 "% 9 Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contract 71 - Company �:S;� P f Phone: (-7 ly) 'Z l 9 - 3 Z44 Wheat ' e L'w se #: (required field) Signa ure of Wuthoir&4 Agent Date City of Wh6a-t iCl C ;0iliiMiUN�TY ED, O 1) M 'NT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Midge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: ( 4y), 41 - -di Permit #: General Contractor: Electrical Sub -Contractor Company Name: Phone #: 7,-&- S �,,7- State License #: tl' 7G,� ?! Master #: aaS/C Wheat Ridge License #: (required flek! il Signau of A thorized Agent Date Plumbing Sub -Contractor Company NameXo fid. P�h`ofine ,.#> : SSC 3 - 3 S-2 0%1 State License #: 000;k5C,; I Master #: hof 5 7,57 1 Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Con Company Wheat e se #:(j 2d 8 of Xut6r4A Agent Date Phone: (_7 ly) Z t 9 - 3 Z44 required pi0d) 8.7-j . 19 Date y City of WheatI,idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Permit #: Phone #: Master #• (required field) Date i Company Name: A65,1,,4- Phone #: . I rp y State License #: Coo �S Master #: G O 1 8`f 5j `"f Wheat Ridge License #: / 3© G 6� (required field) JA43 I Signature of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date _t.t�6�JED City of Wh6at I�idg�- COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: al32S W . AS; . A-Je Permit N: General Contractor: ZQVVtil 6 cee" , U,C, Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company/1ame: c W(4 A - R Phone:—( -1161 2Lol - 324a Wheat Ifi .ge L' eAse (required field) 8- �7 • 0� Sioafure of A*thorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:--t-- Job Address: Permit Number: 6- LCD ❑ No one available for inspection: Time AM/.PM Re -Inspection required: Yes1Vo When corrections have been made,-ca7l for re -inspection at 303-234-5933 Date: ,<�_ l Inspector: y---__ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Sewer Repair PERMIT - 201901660 PERMIT NO: 201901660 ISSUED: 08/12/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 08/11/2020 JOB DESCRIPTION: Sewer line repair - 20 ft;p install dual sweep cleanouts *** CONTACTS *** OWNER (303)505-9489 LYNCH JOHN SUB (720)312-9102 MANUEL GUERRERO 120127 PIPELINE SOLUTIONS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge ` Residential Sewer Repair PERMIT - 201901660 4 PERMIT NO: 201901660 ISSUED: 08/12/2019 JOB ADDRESS: 9325 W 45th Ave EXPIRES: 08/11/2020 JOB DESCRIPTION: Sewer line repair - 20 ft;p install dual sweep cleanouts I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed d t all wo o performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat e o o CONTRACTO (Circle one) Date 1. This permit was d based on the in ormation 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, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 o anting of a p it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co a any ordinan r 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. Kimberly Cook �v 0 n From: no-reply@ci.wheatridge.co.us Sent: Monday, August 12, 2019 1:39 PM To: CommDev Permits Subject: Online Form Submittal: Residential Sewer or Water Line Repair Permit Application Categories: Kim Residential Sewer or Water Line Repair Permit Application This application is exclusively for RESIDENTIAL SEWER OR WATER LINE REPAIR - IN YARD ONLY - NO RIGHT OF WAY WORK. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes residential sewer line or water line repair - in yard only? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS 9325 w 45th ave John Lynch 3035059489 Field not completed. 423131205-D5DF-4E25-A5C9-ADF2FF1191363.6peg CONTRACTOR INFORMATION 1 Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Pipeline Solutions LLC. 7203129102 Contractor Email Address jr3pipelinesolutions@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK Is this a sewer line or water line repair? Length of repair Location of repair (backyard, frontyard, etc) Provide additional details including installation of clean -outs. jr3pipelinesolutions@gmail.com Sewer Line 20 ft Front yard To include DualSweep cleanouts Project Value (contract 800.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit z has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Gabriel Ramirez Permit Email not displaying correctly? View it in Vour browser. City of W heat I-jjge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ✓, r � A Plan/Permit # I� pUj M✓ Plan Review Fee: Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: q� c� S -{'�'I /� ✓e lril 17 ewe r �y e, X0033 Property Owner (please print): Len 1,; a lr'o 24 ailL ,lu p Phone: Property Owner Email:_ n-7 a ri'e et -f a ® Co cas n.et Mailing Address: (if different the Address: cZZ03 .S, Av /% vilt- Arch itect/Eng i neer E-mail: Contractor: -kl 1 !1/ry_I ; 1r4 Contractors City License #: Contractor E-mail address) �f Z one• o�GtC �� "Cr7iYzl� �.� For Plan Reviewstions & Comments (please print): CONTACT N E lease print): l%/,/•1, �G� l� G(� Phone: CONTACT EMAIL(please print): LL 1/i' -e, kC G7 e) (D Cn I;v-Z C Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL M RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE [0 ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ® RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) © MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑v PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ® ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) COn ✓ A ? t f a &J-r&V7x, (For ALL projects, please provide a detailed description of work to be pierformed, 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.) 5G� Dk,W(N¢S Sq. FULF lU� �• /� Btu's Amps Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): ��'7 h� /L� DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: (J'`� - 2�,� OCCUPANCY CLASSIFICATION: 3 Reviewer: L C car y p BUILDING DEPARTMENT COMMENTS: Reviewer: a ' 7 S x 6-3, 50 =,4,40, .4L40 56 1 • P. Building Division Valuation: S - oo To: City of Wheat Ridge, Building Department Date: July 14, 2018 Subject: 201800574 9325 W 45th Ave Garage Conversion Dear Sirs: We decide to cancel the application of permit for subjected property. Owner Ken Liu accepted a new job offer and moved to California last month. The house is for rent or for sale now. Thank you very much for your help. Very truly yours Marie Kuo Cell: 303-997-7666 Lmail: mariekuo_o)comcast.net ! �� City of Wheat Ridge Residential Miscella PERMIT - 201700321 PERMIT NO: 201700321 ISSUED: 03/03/2017 JOB ADDRESS: 9325 W 45th AVE EXPIRES: 03/03/2018 JOB DESCRIPTION: Replace sliding glass door (u -value = .23), 1 -window (u -value = .27), Electrical work (behind stove, 1 receptacle - installing new stove & refrigerator) 2 shower valves *** CONTACTS *** OWNER (303)378-7414 CHEVAIRE JOHN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,323.00 FEES r Total Valuation 0.00 Use Tax 41.81 Permit Fee 93.35 ** TOTAL ** 135.16 " N *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 'I-# � A � City of Wheat Ridge Residential Miseella PERMIT - 201700321 PERMIT NO: 201700321 ISSUED: 03/03/2017 JOB ADDRESS: 9325 W 45th AVE EXPIRES: 03/03/2018 JOB DESCRIPTION: Replace sliding glass door (u -value = .23), 1 -window (u -value = .27), Electrical work (behind stove, 1 receptacle - installing new stove & refrigerator) 2 shower valves I, by my signature, do hereby attest that the work to be performed shall comply with all accompany in�l approved plans and specifications, applicable building codes, and all applicable ipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am orized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le authori ed to include all entities named within this document as parties to the work to be perfo ed and that all work to b ormed i osed in this document and/or its' accompanying approved plans and specifications. Signature of ER or CON TO Cir Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. 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 applica de 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(o)-ci.wheatridae.co.us FOR OFFICE USE ONLY Date: Plan/Permit # ov Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 9 � �- t.J Ljol - /0V 4e-, �J+ c, � �C�(r) Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEJ�VI/APPLIANCE REPAIR or REPLACEMENT,® OTHER (Describe) iy tiyLo k,2� -- f;l4le-e !-1 YI (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used etc.) 1, Sq. Ft./LF Amps �/cam 0t2�� o. I� -r Oo 1,1 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ a Uo OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. ; �° CIRCLE ONE: (OWNER) (CONTRACTOR) URIZED EPI RESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ City of Wh6atpjde COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): I� �ct� , - County of } ss The foregoing instrument was acknowledged by me this -3 day of 1,�r�� , 20 /`7 by ROBIN lEE EATON Notary Public State Of lorado Notary 10 # 201064034534 M Commlesion t x ires 09-08-2020 My Commission Expires C & 20A_6 Notary Public �C JELBrWEN W-2500 Doors WINDOWS & DOORS The performance information listed is for new products and is intended to be used for reference only, and is not complete. Depending on the components, accessories, and options chosen, the actual rating could vary. Confirm ratings for specific products with your supplier or JELD-WEN sales representative. PRODUCT GLAZING GLAZIN U -Factor Grid SHGG VT LR Qualifies for �� Energy Star _ ; 5!8" Plat Contoured U -Factor GM 23/32- GBG,.SDL SHGC V'f Qualifies for m®� ER�gy star ,, Fixed Panel Wood In Swing Door aztao/xoas RELIABILITY for real life J. E HOW TO GET ASSISTANCE if you have a problem with your JELDAWEN Door, immediately upon discovery, contact the distributor or dealer from whom you purchased our product or contact us directly: In the United States: { P19ai1: JELD-WEN Customer Care Attn: Door War rarity Claivlr , j P.O. Rox 1329, Klamath Falls, OR 97601 Phone. 800-JELD-WEN (800-535-3936) Fax: 800.436-5954 i Email; CustomerSettirceAuents@jell ,nerr.corn b�JeF: tvtv�r� jelrr vven.com�contact uc In Eastern Canada. Mail: JELD-WEN Service Department 90, rue Industrielle Saint-Appollinaire, Quebec, Canada GOS 2EO Phone: 800-463 -1930 Fax: BBB -998-1599 In Western Canada: Mail: JELD-WEN Service Department 550 Munroe Avenue Winnipeg, Manitoba, Canada R2K4H3 Phoney 888-945-5627 204-668-8230 Fax: 204-663 1072 Email: wp9service0jeld-wen.com We can respond quickly and efficiently if you provide the following: a) date and location of purchase, or product N WHAT THIS WARRANTY DOES NOT COVER identification from the tag on the top edge of the slaF, b) hon to contact you, c) the address where the product can be inspected, and d} a description of the apparent problem and the product (photographs are helpful). What We Will Do Upon receiving your notification, we will send out an acknowledgement within three business days to the contact, which YOU have provided. We will investigate your claim and will begin to take appropriate action within 30 days after receipt of notification. If your warranty claim is denied, we may charge an inspection fee for an onsite inspection that is required or requested by you. If your claim is accepted, and we choose to repair or replace the product or a companent of the product, the replacernent producticomponent will be provided in the same specification as the original product. Repiacernerrt products, components and services are warranted for the balance of the original product or service warranty, or 90 days, whichever is longer. If the claimed nonconformity is warp of a door slab, we may defer repairing or replacing the door slab fora period up to 12 months from the date of claim. it is not uncommon *or a temporary warp condition to occur as the door slab adjusts to local humidity and temperature conditions. This deferral will riot be counted against the warranty period. Product Purchase Date. Order Number: JELD-WEN rnanufactures and sells both individual door slabs and complete door systems. This warranty does not cover parts or components (e.g., iocksets, handles, etc.) not sold by JELD-WEN to the original owner. See your distributor or dealer regarding the warranty on the entire door system and/or these other components. We are not liable for: • Normal wear and tear, including normal wear and tear of weatherstrip; and natural weathering of surfaces or variations in the color or texture of wood or finish; surface cracks that are less than 1/32" in width and/ or 2' in length; for kr:otty alder and juniper: surface checks that are less than 118" in width and/or 5' in length, and knot placement, quantity, or size. • Problems due to misuse or abuse; failure to follow the care and maintenance instructions; or as a result of any cause beyond our reasonable control (e.g. fire, flood, earthquake, other acts of nature, and acts of third Parties outside of our control). • Problems related to: improper field finishing of all surfaces (front and back) and edges (top, bottom, and sides) of the door slab and frame (See cur Finishing Instructions at variation or unsatisfactory results in sheen or texture resulting from the field application of paint or any other finis°ding material. • Failure to provide an adequate overhang for exterior doors; damage caused by extreme temperature buildup where storm doors are present. For general guidelines, see Our "Appropriate Protection for Exterior Doors" in our product literature or at www.jeld-wen.conv resources; for specific information pertaining to your structure, consult your contractor or other building Professional. • Warp for any 3V wide by B' 0' high by 1 314", or smaller door slab, which does not exceed 1/4' in the plane of the door slab itself; door slabs wider andlor higher arc not guaranteed for warp. • Bow or rnisaligrnrraer,' in the frame or jamb in which ti,e door slab is hung (if such is purchased from JELD-WEN unmachined and not prehung). • Slight expansion or contraction due to varying environmental conditions; slab movement (shrinkage or swelling) of 1/4" or less due to temperature and humidity, consult our Care & Maintenance docurnents on how to work with this natural movement, Wood decay for wood components ogler than of Aural-ast pine; and wood der_ay for any wood components tinduding pine) that corne in direct contact with soil. Note: superficial mold/mildew does not indicate wood decay. Continued on next nage Problems related to water and/or air infiltration due to improper assembly; installation errors or flaws in building design and construction; installation must be in strict conformance with the installation instructions provided by the manufacturer of the door entry system. Structural integrity issues or other problems caused by improper field fitting of the hardware, improper sizing of the door slab, or other assembly problems. Slight imperfections or wavy distortions in the glass that don't impair structural integrity. Note: wavy distortions in the glass (e.g. related to laminate interlayer or heat strengthening of glass) are not considered a defect. Slight color variations in glass are not considered a defect. • Screen damage due to normal wear and tear, misuse, abuse, or insect or animal activity. • Condensation or damage as a result of condensation (Note: unless due to insulating glass failure, most condensation problems are related to excessive humidity levels in a structure; contact a heatinglair conditioning specialist for help). • Damage or poor product performance resulting from installation into a condition that exceeds product design standards and/or certified performance specifications and/or does not comply with applicable building codes. • Hardware, accessories or Inserts that are not provided by us. • Discoloration or noting of decor.:tive metal accent options, such as grilles, clavos, straps, etc,; discoloration of wood sills provided by us. • Cost for labor, removal or disposal of defective produrt(s), installation or finishing of the replacement door or component. • Incidental or consequential damage. Some<, atesr provinces do riot allow -tie exclusion or limitation of incidental or consequential damages, so this may not apply to you. Important Legal Information --Please read this carefully. It affects your rights, This Limited Warranty document sets forth our maximum liability for our products. We shall not be liable for special, indirect, consequential, or incidental damages. Your sole and exclusive remedy with respect to any and all losses or damages resulting from any cause whatsoever shall be as specified above. We make no other warranty or guarantee, either express or implied including implied warranties of merchantability and fitness for a particular purpose to the original purchaser or to any subsequent user of the Product, except as expressly contained herein. In the event state or provincial law precludes exclusion or limitation of implied warranties, the duration of any such warranties shall be no longer than, and the time and manner of presenting any claim thereon shall be the same as, that provided in the express warranty stated herein. This Limited Warranty document gives you specific legal rights, and you may have other rights that vary from statelprovince to statetprovince. Any dispute, controversy or claim arising out of or relating to this warranty, any alleged breach thereof, or the use or sale of the products to which this warranty applies shall be resolved by mandatory and binding arbitration administered by the American Arbitration Association in accordance with its commercial arbitration rules. Original purchaser agrees that they may assert claims against JELD-WEN in their Individual capacity only, and not as a plaintiff or class member in any purported class action proceeding. Rejection of these dispute resolution provisions must be sent to JELD-WEN at the address provided herein within thirty (30) days of original purchaser's receipt of the Products to which this warranty applies. No distributor, dealer or representative of JELD-WEN has the authority to change, modify or expand this warranty. The original purchaser of this Product acknowledges that they have read this warranty, understand it and are bound by its terms and agrees to provide th s warranty to the original owner of the structure into which the product ;s installed. "JELD-WEN Products" shall refer to interior and exterior door slabs and systems manufactured in the United States and marketed under the JELD-WEN brand name for use in the United States and Canada. See our separate Export Warranty for applicable coverage ovi products used outside the United States and Canada rThi> warranty extends to the original owner (original owner means the contractoridealerldistribut,3rlpurrhaser and the initial owner of the structure where the product is initially installed) and is riot transFerable. The original purchaser of this product acknovrledges that then have read this warranty, understand it and are bound by its terms and agrees to provide this warranty to the original owner of the structure into which the product is installed. Should state or provincial law preclude no transferability: then the warranty period is effective as applicable up to five (5) years from the date of initial purchase for door slabs and systems and one (1) year from the date of manufacture for the factory pre -finish. "'Skilled labor" refers to tasks where specialized technical knowledge, experience, methods or tools are required to propety identify, diagnose and/or correct product -related problems. Cg) 2012, 1ELD-WEN, Inc. I JELD-WEN, the JVV icon, Aura' ast, Aurora, Fiberl-ast and Rei;ahility for real life are trademarks or registered trademarks of JELD-WEN, inc., Oregon, USA. Ali other marks are the property of their respective owr:ers. Interior and Exterior Door Slab and System Limited Warranty JELD WEN' products' are designed to create lasting value for your home. This warranty is effective for JELD-WEN products manufactured on or after May 1, 2012 for use in the United States and Canada. Any previous warranties will continue to apply to door products manufactured by JELD-WEN prior to this date. For additional information, including care and maintenance, information, refer to www.jeld-vven.com or www.jeld-wen.ca. WHAT THIS WARRANTY COVERS We warrant to the original owner` if your JELD-WEN Product exhibits a defect in material or workmanship within the time periods from the date of purchase as specified below, we will, at our option, repair, replace or refund the purchase price of the Product or component part. Skilled labor (where deemed necessary by us) to repair or replace any uamponer:t is provided for one (1) year from the date of purchase. Owner -Occupied Single -Family Residence Limited Warranty Door Slabs: Except as set forth below, tre warrant aur door slabs, including any glass inserts, miscellaneous hardware, and accessories provided and installed by us, as tolIows: I Door Slab Coverage Fiberglass Exterior As long as you own and Doors occupy your residence ...... E FiberLast'Engineered _ As long as you own and 1 Composite Exterior occupy your residence j Doors 5250 per opening: Steel Exterior Doors Ten (10) years Word Exterior Doors Five (5) years Interior Doors Five (5) years Factory Prefinish; We warrant the factory -applied prefnish on our doors against peeling, checking, or cracking for periods listed below. Should the factory prefinish be proven defective, we will at our option, replace or refinish the door or pay up to the credit indicated per opening to the current owner. (Note: this coverage applies to factory -applied finish coat options only; standard factory -applied primer is not a finish coat,) Product e Refinish Credit Au_ro_ra' FFiberylass Doors 5 years 535_0 per opening Custom Exterior UVood 1 year 5250 per opening: E Daws Custom Interior Wood I year 5150 per opening Doors All other Doors _ _ l year I $100 per opening Door Frames: We warrant our door frames for one (1) year from the date of purchase. AuraLast"' Protection for Door Slabs and Frames: Our AuraLast pine wood door slabs will be free from wood decay and!or termite damage for twenty (20) years from the date of initial purchase. Our AuraLast pine door frame components will be free from wood decay and/or termite damage for as long as the original consumer owns the home in which the Aural-ast wood frames are originally installed. Warranty coverage outside Canada, the contiguous 48 states and Alaska is contingent upon approval from the JELD-VVEN Customer Care Department. Please contact us. Severe Weather° Glass: We warrant each Severe Weather glass unit for ten (10) years. Retractable Screens: We warrant retractable roll screens for five (5) years. Spontaneous Glass Breakage: We warrant sealed glass Units installed in exterior doors (excluding laminated glass, and special glazings) for spontaneous breakage for one (1) year (including free replacement glass and skilled labor' necessary to replace the glass far ore (1) year. Spontaneous breakage occurs when the glass develops a crack without sign of impact. Commercial Limited Warranty (Other than Owner -Occupied Single -Family Residence) Fiberglass, Fibertast, Steel, Wood and Interior Door Slabs: We warrant our door slabs for five (5) years from the date of Initial purchase. All Other Products, Components, Pref inishes, and Options as Listed Above. Coverage is the same as for Owner - Occupied Single-Farrily Residences as listed above. Transferability This warranty is not transferable. Continued on next page RELIABILITY for real life" FEW CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 1 �%, Job Address: 9 3 cQ W t) -� A 1% Permit Number: c3c/ U 1'-Q �-ri LL Po sT�_D ❑ No one available for inspection: Time A Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 6Inspector: 1 DO NOT REMOVE THIS NOTICE 9EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2709 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/5/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properiy Owner Property Address Contractor License No. Company CROOK CARLA D 9325 45TH AV 17908 Rock's Roofing Phone: 378-7414 Phone : 425 1083 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : REROOF Construction Value : $2,375.00 Permit Fee : $54.00 Pian Review Fee : $0.00 Use Tax : $35.62 Total: $89.62 Electrical License No : Piumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : mulmmmuffi (t) 7his permit was issued in accordance with the provisions sel forfh in yopur applicalion and is sub1~ect to the laws of the State of Coloredo and to the Zoning RegulaUons and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is no[ wmmenced within sixiy (60) tlays from issue tlate or (B) the building authorized is suspended or abandoned for a penod of 120 tlays. (3) If this permi[ expires, a new permil may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol ezceeded one (7) year. If changes are made or if suspension orabandonment ezceeds one (7) year, full fees shall be paid for a new permit. (4) Noworkofanymannershallbedonethatwillchangethenaturelflowofwatercausingatlrainageproblem. (5) Contrac[or s I no6fy the Building Inspec[or hxenty-four (24) hours in advance for all inspec6ons and shall receive written approval on inspection card 6efore proceediin th successive phases of thejob. (6)The issu of a permil or the approval oF tlrawings and specificaUons shall not be consWed to be a permit for, nor an approval of, any violation of the provisions . of the ~ ilcJ' g codA or any ofher ordinance, law, rule or regulation. Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION mm DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buiiding Permit Number : Date : Property Owner : Property Address : ~~Z-s Ve- Contracfor License No. : i I '1 OB CompanY Phone : & 7y- 75;~/~l Phone : y Z5 ~ 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 matle are accurete; that I have read and agree to abide by all conditions princed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work untler this pertnit. (OWNER)(CONTRACTOR) SIGNED/,4r=ZZ~ Id P~~ DATE Descriptionf6.-'~_ 1«y~r a-F 3-7a.~s r--S. ,,sp,wt-s /6'2 BUILDING DEPARTMENT USE ONLY Approval : Zoning : ~D Approval ~061IE'~WaYk3~Ft~lflftl9lits9 i Approval: J Occupancy : Walls : ;ries : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiretion Date : Approval : Approval : Approval : _j P(ansAequfredf-.`J ~ Pltns Reguired _I .1 F P;MnsABquire?f~ (1) This permrt was issuetl in accortlance wrtb the pmvisions set forth in yopur applicabon and is sublect to the laws of the State of Coloratlo and to the Zoning Regulatwns and Building Cotle of VMeat Rid9e, Cobraao or any other apphraDle ortlinances ot the City. (2) This permh shall expire d(A) Ihe work autnonzed is not commenceE wdhin sixry (60) days from issue tlate or (8) !he bmlding authonzed is suspentleE or abandonea for a penod of 120 tlays. (3) 1( Ihis permR expires. a new permit may be acquirea for a fee ot one-half the amount nortnairy required, provideA no changes have been or will Oe matle m Ihe original Olans and speufications and any 5us0ension or aCandonment has not exceetled one (t) yeac If changes are maGe or if suspenswn or aDantlonment exceetls one (1) year, tull tees shall be paid for a new permR. . (4 1 No work of any manner snall 6e tlone Ihat will change the naNral Oow of water causinq a Crainage prohlem. (5) CoNractor snall nobry Ihe Builtlin9lnspecror hvenry-(our (24) hours m atlvance !or all inspecuons and snall recerve written approval on inspecUOn car0 belore oroceetlnng with successrve phases of lhe Iab. (6) The issuance of a permit or [he approval ol arawings and specifcations shall not be wnstruea to be a permR for. nor an approval of. any vwiation of lhe provisions of the bmltlmg wtles or any other ortlinance, law. mle or regulation. 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 Construction Value : ZJ~ 7~ Permit Fee : Use Tax: Totat : DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2642 BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 2/15/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Praperty Owner : CROOK CARLA D Property Address: 9325 45TH AV Phone: 467-6961 Contractor License No. : 18719 Company : Masonry Designs, Inc. Phone : 3787414 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $11,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee : $126.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or d ll ti h ~ l R i F $0 00 own, an a ega ons that all m surements s covenants, easements or restrictions of reco P an ev ew ee : . made are accurate; that I have read and a ree abide y all conditions printed on this application, and that I assume full respon ili or co pl' n with the Wheat Ridge Building Use Tax : $165.00 Code (U.B.C.) and all other applicable W idg o' a es, for work under this permit. SIGNED DATEl OWNER CONTRACTOR Totai : $291.00 ( ) Description : BRICK FENCE Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : a . tmmmumm.._ f Ilmommm (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is sub1'ed to the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ridge, Coloredo or any oNer applicable ordinances of the City. (2) This permit shall expire if (A) the work aufhorizetl is not commenced within sixry (60) days trom issue tlate or (B) the building authorized is suspendetl or abandoned for a period of 120 days. (3) If this permit ezpires, 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 ori9inal 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 paitl for a new pertniL (4) No work of any manner shall be done that will change Ne natural fiow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspeclion card before proceediing with successive phases of the 1"ob. (6) The issuance of a permit or the approval of drawings and specifcalions shall not be construed lo be a permit for, nor an approval of, any violation of the provisions of the bI Iding wdes or any other or inance, law, rule or regulation. L'__Z J-- Ch; i~f Building Inspector v THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION =-e-0 DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner: 124" G4009 Property Address : cl 3Z6- (,0 b"3% 45 ~/4-c)(57 Phone Contractor License No. : ! S 71 cj Company : .H~O/t/!~/ UESIGN$ ~Y/VG Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereDy certiry that the setback distances proposed by this permit application are accura[e, and do not violate appliwble ordinances, rules o ulations of the City of Wheat Ridge or covenants, easements or restrietions of rewr , that I meas ments shown. and allegations made are accurate; that I have read and agr to ide by c nditions printed an this application, and that I assume full responsibil r co p an with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea y, for work untler this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Z-4 3`3 Description : QQ,lI FGVUCC- BUILDING DEPARTMENT USE ONLY Approvai 0a''`- Zoning : Pz ~Idtna_ Approval : PbIi~W~Rihie'hts~! Approval : i Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : ~ 0 oc)d _ Permit Fee : Use Tax: TOtal : Electncal License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: j Pfans Required Expiration Date : Approval : A, > Plgns Required _I Expiration Date : Approval: P;fSnsft"equirsM (1) This pertnit was issuetl in accortlance with Ihe provisions set lorth in yopur appiiwbon antl is sublect to the laws of the Slale of Coloratlo antl lo Ne Zoning RegulaUOns antl Building Code of VJheat Ritlge, Coloratlo or any other appl¢able ortlinances of the Ciry. (p) This permrt shall expire d(A) the work authonzed is not commenceC wrthin sxry (60) tlays from issue tlate or (B) the bwltling authonzetl is su5pentleC or a6antlonea for a penotl o( 720 days. (3) If lhis pertnrt expires, a new pertnit may 6e acquired for a fee of one-half the amount nortnally repuired, providetl no changes have been or wdl be maEe in tlie ongmal plans and specifiwtions and any suspension or aCantlonment has not enceedetl one (7) year. If changes are matle or if suspenson or abantlonment ezceetls one (1) yeaL full fees shall be paid for a new permit . (4) No work of any manner shall be Eone Ihaf wlll change the naWral flow of water causing a Oraina9e Droblem. (5) Contractor snall nollry the Builtling Inspector M1venry-four (24) hours m atlvance for all inspecuons anE shall recerve wntten approvai on inspecuon card Oelore proceetln g wrth succe55rve pha5e5 of fhe job. (61 The iss nce ot~ permrt or ihe approval of tlrewings antl specifications snall not be construea ro 6e a permrt for, nor an approvai of. any violation of the provisions of th dtlmg tles or any her or (nance. law, rule or regulation. L ief 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 Masonry Designs Inc. P.O. Box 1152 Wheat Ridge, CO 80034-1152 3031378-7414 Faac 303/467-0831 4d I EX7JpF} !{e 6' Qv2R wAu R-4d ~ courtsj~; #3 8!3 lDG, Jep SurLE v 0 . _ I ~p CA'l SSoA3 I # 7 Ueru # S V mr 7 / .D652P inrro Pi /N CA75SOhJ t.FlSr~.'YL ,FoYL !o~ ,dhGlf #l (6 -FOk ¢2 1', !Z" OG 3C~ 4-" -FO/O L e¢`t CoT Masonry Designs Inc. a 187tq P.O. Boac 1152 Wheat Ridge, CO 80034-1152 303/378-7414 Fax 303/467-0851 n ~ ~ 0 ( 4Z4 N'~6u w r4Lc (o' 0° tkcGa ; w r~ ' ~ ~i 45T" f~uE 4Z ROY E. WOOTEN AND ASSOCIATES Consulting Engineers 1834 S. Wright Street LAKEWOOD, COLOiiADO 80228 (303) 980•8603 eoe SHEETNO ry / OF 4- CALCULATED BY DATE ~VaN'" I r' CHECKED -Da4>64 Zan»s 1 L1 1/L: L OA L>S l~r~7r~~G ( rsNcw~ ) A1iAJn) I 9omp~ C~= /•oG ~~a. C II C~ T /,.~d 7 a o s9.~ C~.oA.OS . ~ 4" fit~asy~.5 ~ /$9 I*-- ~~I /8"o s 3@ ia , ~ r , ` \ ~R I ~ ! ~ , OATE V. Q OL_ _ .9. 1 D L LGidSYP. 1 ~ i I ! X z3pst: - ; ! ELa vA-rio,J ZASP4 l g4, Xs= c•i. K 7182 9Z" Se, Z ,AZ/rJ - q'u ,Ey. U,L K 3i%o~¢S= (~C.>SL"Cl ydJ/~ .~'GLUKI, L~•~l! e :J ;n`' ' Giay. / ~iat:p ~L~r~ /I1Asa,Jr~ y (.~iJi75 : ~~s= S`~ X ko 45,oa- o,us = 94.11 /Ilu 6~95 (o, i ) -w 4o xj{ , ~>m ~ 2 c~ ; 47~r ,s~ hca : . s ~ 4C~£ ?'~oo~ssi L' 2•~~4t/ /Y';. ' ~ ; a,. - f~IL Ao ; 4t)(u.p~;f~ 1-4 .'%t . r~•;. ' /',~i9.~" ? ~ y64:JlGnL Lo?wZ% ~-¢'-n m=~~e(4~c~~lir~•<,l~ ; p~r ~l ~-2~G4x~•~ j~• G'_o /Y): %o ~G~~t3Y~~~/l~r~)'"- Sb37.zi'f ~ n v..^(C~,!l'lL70 ~ ~ ~ ~7•'.s MODU(TM-1(WG1111W~OIE~I~A(Q~mint.CMmWu.01111.inNk,VIGN[f01IlAEt1~t9)4FtN - ROY E. W007EN AND ASSQCIATES Consulting Englneers 1834 S. Wright Street LAKEWOOD, COLORADO 80228 (303) 980•8603 JoeAZJGE= AWJC(= )AfoiGL 95a/`f' SHEETNO. 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No . 21)3¢ 6 - . aoe_~/[.'~ ~LJcC. W,nLC.. °/50/9 ROY E. WOOTEN AND ASSOCIATES Consulting Engineers SHEETNO. ~F 1834 S. Wright Street cnLcuureoer 2E~ DATE LAKEWOOD, COLORADO 80228 (303) 980•8603 CMECKED BY DATE ~ij.~~ - I~l1 _ . ZAP 0 ¢ r~L 7,0 Z-ep 3Q l;e-As * 3 i~ /7oo2 J1.e.:/,k* G~:nrr, y~iut Txp,,cAL Arxs 41 - ~ m , : S IIZ11 CrLoye. X 4m)L V9sf>Uft~ y.,Paa T'.EM&A-' ~ ~ n I a-- I Rzi/JF ~r~IZS vamucrau.i ia~s~~~es.i iv,msei ~~w~.cmmwa.aini. Towa.nxoxE Mi FnEC i eoons svo