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3044 Chase Street
City of Wheat IR COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. F: 303.237.8929 November 22, 2019 Owner/Occupant 3044 Chase Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201709632 (Single Family Dwelling) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — December 26th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of' W heat f�,jdgc COMMUNITY DEVELOPMENI www.ci.wheatridge.co.us b 00 �bbno y 0 m n rt (D a ynbyz �� c m f1 a fr n r• CrJ CrJ C C ^k ' r C. 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A a TVi H r CCD A Cy C, n acn O c E. — o ua y 00 a rr o N e g _ r O n . fo y C7 n ¢ o " O CD o Y S ' C> 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: `� vim. r" JobAddress: C `� C clk- Permit Number: aok-'-i r ❑ No one available for inspection: Time % AM/PM Re -Inspection required: YesI�o When corrections have been made, call for re -inspection at 303 -234 - Date: -"-I, r-1 03-234-Date:"-I.r Inspector: t DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'��-' 4 ` ` `V"N Job Address: 70"A Permit Number:. - �,. , ,- � c ''•. c, tom. 5 � � s� -, - �,;;::: � .•, � L v <, c. f k 1 " ❑ No one available for inspection: Time Re -Inspection required: (Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—' ---k ' "I - N 'i Inspector: DO NOT REMOVE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: a(_:�-y` \ C - Permit Number: ❑ No one available for inspection: Time QZ3 () AM/PM Re -Inspection required: Yes No.) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 1* vi 41 OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y 03 F n a/ i' le C Job Address: '30114-1 C are S+ Permit Number: 9 0) 7 0 9 (c 3 a ❑ No one available for inspection: Time/PM Re -Inspection required: Yes No When corrections have been made, Falttor re -inspection at 303-234-5933 tc- Date: —J Inspecto DO NOT REM 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: q0 Job Address:. C� C J? Permit Number: t'S f r ql ❑ No one availablefor ins ion: Time A-17 '/ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: (/h / 1 Inspector: PIT 1 ` DO NOT REMOVE THIS NOTICE e ® A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office . (303) 237-8929 Fax INS ECTIO� N9 �Co" -Y-1, Inspection Type:. Y P C_ Job Address: Permit Number: off.0 i-1 n -,,(_"- ,n5)rA1-t'C( c' ry—\ L c,--, ❑ No one available for inspection: Time AM/PM Re -Inspection required: s No When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: I i ` t inspector: J` 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: Job Address: 3 Permit Number: 'ty y g 63 Z ❑ No one available for inspection: Time 7 0M Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234- Date:- 3/1-6/11 Inspector: DO NOT REMOVE THIS NOTICE City of j/OW heat p ridge MUNITY 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(?ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: v 1';, rl �1,I61er< 4zC— Permit # �(� %� 9�e Property Address:NI Phone # a- Email Address:��Gj �� l t,�,�/,,r r-, 1T ey Reason for extension request: 5�__ " A Number of days requested: Printed Name: a" VI Signature: For office use only This request has been: Approved by: Z�qac'(:Jc ❑ Denied Extended until: ! Z j 'I Date: '3 f 22 J I q_ www.ci.wheatridge.coms a i CITY OF WHEAT,_ RIDGE Building Inspection Division -. (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: G 3 - s 11 e 4e r- e'eq se Job Address: 3 c 4 `.l CA a&, S' Permit Number: A G I --7 p el a ❑ No one available for inspection: Time 9 &/PM Re -Inspection required: Yes f When corrections have been made, call for re -inspection at 303-234-5933 Date: 10 /IS Inspector: —T-" 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: 3 i V ' e tec ��b`1e )e r- Job Address: ? o y q Permit Number: �9 n)-7 o q& 3 a ❑ No one available for inspection: Timlee�AM/PM Re -Inspection required: Yes-` When corrections have been made, caUtor re -inspection at 303-234-5933 f("i Dat , ^-, Inspector: DO NOT REMOVk THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: gal va-r ovi1 CV Job Address: "G�/l C lr'Se. S% Permit Number: '1�1-r/'7O j(_'3 (9L - F -4 No one available for inspection: Time AM/PM Re -Inspection required: Yes �') When corrections have been made, call for re -inspection at 303-234-5933 D ate:_006 Inspector: MT� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 3a' mo, s;rUt-C RoC;01 Inspection Type: 3 R o ' y wa )J Sc, -e c✓ Job Address: 3 0 y L4 a S4 Permit Number: '0 0 1-7 o 9 3�p ❑ No one available for inspection: Time = o g 60/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: z? a 8 A a Inspector: 9 DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a C S N V m� enc, U n d- E'4 Job Address: '30'-/'-1 C A ctse S�- Permit Number: /a © / -7 0 9 (p -3 -a Wa --e r L rye Pot a4 a r ins 1 1 P)ecS 9e- f`e-sc 04 Int n rYC� C1 u ❑ No one available for inspection: Time 10 = o / CI /PM Re -Inspection required: De No When corrections have been made, call for re -inspection at 303-234-5933 Date:_13 a o / IR Inspector: l DO NOT REMOVE THIS NOTICE Mill i CITY OF WHEAT RIDGE �1(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 os`-, s v%� -� • o n Job Address: 3 0 se S4 - Permit Number: a o/ '7 C g 4 3 0 _T7n s u 1 041,0 /1 Pa r t, a) ❑ No one available for inspection: Time &PM Re -Inspection required: 1 e No When corrections have been made, call for re -inspection at 303-234-5933 Date: �i///6- / 8 DO NOT REMOVE THIS NOTICE S- i CITY OF WHEAT RIDGE Building Inspection NMvision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3o/- ©V / r0, n I, i Job Address: 4 - Permit Number: -a D ? 0 q 4-3 0 »lewd PI< l-e4e, c1n Se.I'4�c% e'er- ' C, Cct4 "Cn ❑ No one available for inspection: Time -�9 = L13 AMP"_,4 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-2345933. - - Date: ,:'3 I o/�s Inspector: --T` b 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: 3 e 'a - r vq Job Address: � o q Permit Number: '2 0 1-7 f ❑ No one available for inspection: Tirr%Q.,)AM/PM Re -Inspection required: Yes OD -011 When corrections have been made, call for re -inspection at 303-234-5933 &a,Inspe DO NOT RE E THIS NOTICE M i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax (-/ D I- Get S L n -e INSPECRON NOT�ff -3 /3 - cvg ) Inspection Type: 3 16 - p o v 9� j Job Address: 3 0 y 41 C,,1 ge s Permit Number: -c, 0 ) -7 0 q& 3 a ❑ No one available for inspection: Time �&PM Re -Inspection required: Yes N& When corrections have been made, call for re -inspection at 303-234-5933 Date: 1; /17 1 Inspector: j 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:���u r� Job Address: 36)�N C,Aos? s �— Permit Number: :1170'74-32 ❑ No one available for inspection: Time / r.j ) =___)AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: /'/c`f' inspector: 1 ;Vel�' DO NOT REMOVE THIS NOTICE 0- 41 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 0 3- Sewer U n d_ oox l Job Address: 3 O y q C 9 -i- Permit Number: 9 0 ) -7 0 9 !o ❑ No one available for inspection: Time / ;?- = 3y AM/'M Re -Inspection required: Yes (No) When corrections have been made, call -- for re -inspection at 303-234- Date:--7. 03-234-Date: //7 1 Inspector: `7-6 DO NOT REMOVE THIS NOTICE 1000/, i CITY OF WHEAT RIDGE Building Inspecti'D vision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '003- Sewer 011d_ i7,x IL Job Address: 3 0 y c/ C Q Ge S 7 Permit Number: 10 0 1? 0 ?4 3 0 C_ r,11.2 '[! 0 T eve N ❑ No one available for inspection: Time AM/&M Re -Inspection required: 9 No When corrections have been made, call for re -inspection at 303-234- Date:--7//4, 03-234-Date:-7// 119 Inspector: "T—b DO NOT REMOVE THIS NOTICE Pm a o CITY OF WHEAT RIDGE Building'lnspection Divigion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 & - M , ,J Job Address: S o `1`1 C h A 4 S -�- Permit Number: v c i -7 0 ai L, � a ►d- P 06-P A�in u_7S cLrJ v Pea5,e A nve -S Con duc4 yh.d and TnrnaI lrlc ❑ No one available for inspection: Time 0 =15- AM PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 4,b/ S' A q Inspector: TL's 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: :�/ X0 Ste. Job Address: 30,-I� Permit Number: c ?O/7p 4-3,9- ❑ No one available for inspection: Time a) l A PM Re -Inspection required: Yes � No s When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: J,,,/ 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: 3i d-\ 76 rr' Job Address: a i1q L � o SE' S Permit Number: 'r) -0/7a%63 o'- LJ Z ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 % 11,,I�r Inspector: )/ T( DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3/0 TG M Job Address: C- Permit Number: ❑ No one available for inspection: Time l �i Re -Inspection required: Ye No AM/PM When corrections have been made, call for re -inspection at 303-234- Date:- I' Inspector: M �- b DO NOT REMOVE THIS NOTICE City of Wheat Ridge f ¢; Single Family - New PERMIT - 201709632 y PERMIT NO: 201709632 ISSUED: JOB ADDRESS: 3044 Chase ST EXPIRES: JOB DESCRIPTION: New single family home - 2,825 sq ft *** CONTACTS *** OWNER (214)906-0974 GC (812)219-9736 SUB (303)862-3810 SUB (970)372-7438 SUB (303)364-8256 FORD MEREDITH David J. Mann Bianco Electric Thomas Wood Bryan & Jeremy Gray 03/01/2018 03/01/2019 150030 Mann Builders LLC 100080 Bianco Electric 090068 C&F Enterprises 120139 Road Runner HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 1,993.58 8,400.00 3,067.05 150.00 13,610.63 400,000.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 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. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Prior to issuance of a CO, one tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. City of Wheat Ridge Single Family - New PERMIT - 201709632 PERMIT NO: 201709632 ISSUED: 03/01/2018 JOB ADDRESS: 3044 Chase ST EXPIRES: 03/01/2019 JOB DESCRIPTION: New single family home - 2,825 sq ft 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 �cd al o the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this��ppe . I furth attest that I am leggally authorized to include all entities named within this document as parties to the work to be pertor and t all wor erformed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying )tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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 orizinal ennit fee. 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. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. 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 orregulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chi*uiT2ingbfficial Date REQUESTS MUST BE MADE BY 11:59PN'ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' .'0;0rWheat Rj, jge COMMUNITY DEW-LOPML•NT 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: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: T' i7 Plan/Permit #n �/ 3 Plan Review Fee: 1} q q 3) /l Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �0 ! 9 ll� S Property Owner (please print):�ev� l 'Fo l Phone: I� "gI Property Owner Email: fry_F 1 1� r� (wT!zy'n(A I ( r Mailing Address: (if different than property address) Address: ,� V cc City, State, Zip:\ Architect/Engineer E-mail: In �uJL �� t 2 I `phone: Z"31 "� 19 ( - yo A /1 Contractor: ® L' «'i /-) L—l_/ Contractors City License #: Phone: Contractor E-mail Address: 1U►n'1 � � (� w, ne d . For Plan Review Questions & Comments (lease print): } I CONTACT NAME (please print): d 6 A (-�, 0 "'A Phone: CONTACT EMAIL(please print): (h (A f) r) Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # City License # Plumbing:Lr E��(T(ise W.R. City License # Other City Licensed Sub: Mechanical: J1 0kO� LA 1l,'L9 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 ❑ dTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE M.MERCIAL ROOFING ❑ NEW ADDITION n 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 SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (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.) fu wi �') - 1� a1 51) �+ Sq. Ft./LF 9, �y�b Btu's Gallons Amps 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. L the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) ((iC{ON)TRAACCTOR) Signature first and last name): / DATE: v l g DEPARTMENT USE ONLY ZONING COMMMENTS: \ OCCUPANCY CLASSIFICATION: Reviewer: �� � � � � BUILDING DEPARTMENT COMMENTS: ✓�J�j �. p�, ,� GY�c� ' Re pUB�tG VVol2K� GoA�IA�1�sr pQ„a/N C�{'t��spocrs � SEIoWN ©N RF�-L/NED bY; An VtJt) Oi�EG? RAF T Qp—M15,f--NT- p�pr�;rrt ��s /z111A1 2) A 619Ar,lN6 GERT iGssT/cr! A2A140 AN 11-0NIAp AW -15L � P��D ZQS JQ pIT lz�oR To G,o. 70 [1t� pR� (UJ Building Division Valuation: $ City of ,SINGLE FAMILY/DUPLEX resat"i ge P U B t r c WORKS BUILDING PERMIT APPLICA TION RE VIEW Date: _ I P, / jf3 Location: 3044 rcl n� E;r, ATTENTION: BUJI.DINO DIVISION I have reviewed the submitted application documents to construct a Ata 14/ �nf E located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: Yes -ZOK No b. Site drainage/grading plan have been reviewed and are: refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes --1/— No Completed b. c. curb & gutter: Yes sidewalk: No Completed d. Yes Other (specify): Yes No No Completed Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. --V-1 Does all existing roadway/alley R.O.W. meet the standards of the City: -/— Yes No If not, what is required? 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. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this PermiJ�Jt//Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan Dake 5.NUT APPROVED: The Public Works Department has reviewed the submitted material and does not d approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: nn� r�7_e$�e' A5 IV�o�iA _ /t� f,- �G7— moo, L.d1--eN7` �PA?2P hl. 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 ASA RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of heat e I t]8i �c R K s City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: -1 /,e, 11,6_ Location of Construction: 304 /4,6 c sr Purpose of Construction: 5/nlr�1 Single Family Z Commercial Development Review Processing Pee: ............................................. _ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Muld-Fanuly Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals): .......................... $600.00 o Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): ........................... $500.00 ® Trip Generation Study Review Fee: .................................................. $200.00 ® O & M Manual Review & SMA Recording Fee ................................ $100.00 Multi -Family / �/ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Trak Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (%2 initial review fee) :.................................................... $300.00 $ 4th submittal (full initial review fee): ........ ........................................ $600.00 $_ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) T'OT,AL, REVIEW FEES (due at time of Building Permit issuance): 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. www.ci-vs,heatridge.co.us Rev 12/12 City of Wheat Midge PUBLIC 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: Ae> ADDRESS: 3044 G4d—sr-- ST" 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 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: ��}� C.. ��t _ Zoning: - iG li JLot Size: (Q ` i ° 0.'1 \ sq! ft. b of Width: 5U ft. Property in the flood plain? 40 If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Any conflict? (Y/N) NRelated Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 40 % Z �4 3 2 - I_ sq. ft. Existing Improvements (footprints): House: r) f ct- sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing r,, sq. ft Lot Coverage 0 % Proposed Improvements (footp ' ts): House/addition: ;2 f y- sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing ". G 15 S sq. ft Lot Coverage 3 9 . Q o% % 57 Required Setbacks: FR ���` S S R (F Z�,�3 % i Provided Setbacks: FR p' -X-S 5 3 S 5 -3 " R �'-3'' ar� ev\rv'iL- /�� 5` For additions or new construction, is the structure within 2 feet of minimum setbacks? `1 -e 5 If yes, add surveying condition FND. Maximum Height: 3 S ft. Maximum ize: to o sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) _ ►� 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 -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? n 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 —existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing (Curb Gutter C -%" 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) tt �' c_ ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of 1 Cl�i pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ 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. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. r Frontage of lot _5 0 - width of driveway r,/ p„ / 70 = (round up for required trees) Street trees required: k Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 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. Property appraisal system Page 1 of 2 Property Information GENERAL INFORMATION PIN/Schedule: 300021261 AIN/Parcel ID: 39-254-03-016 Status: Active Property Type: Residential Property Address: 03044 CHASE ST lOwner Name(s) WHEAT RIDGE CO 80214 8444 IFORD MEREDITH Mailing Address: 02986 GROVE ST DENVER CO 80211 Neighborhood: 2412 - LAKESIDE, STEWART GARDENS, OLINGER GARDENS PROPERTY DESCRIPTION Subdivision Name: 567400 - OLINGER GARDENS lock Lot Key Isection [rownship lRange QuarterSection Land S ft 03 0007 25 13 169 6101 —J I I I otal 16101 Assessor Parcel Maps Associated with Schedule pmap39-254.pdf Interactive Mao PROPERTYINVENTORY Property Type RESID Year Built: 1942 Adjusted Year Built: 1945 Design: 1 Story/Ranch Improvement Number: 1 v Item [QualityINO. Construction S ft Bedroom (Above Grade) 2 Base Bath Fair 1 Number of Units Fair 11 Areas Quality Construction S ft First Floor Fair F 637 Deck Fair 160 Carport Fair 245 Adjustment Code Adjustment SgFt Land Characteristics Forced Air Unit Hea 637[Typical Location SALE HISTORY Sale Date Sale Amount Deed Type Reception 07-18-1979 28,000 Other 84094937 06-12-1992 0 Death Certificate 92070852 09-02-1994 50,000 Warranty Deed 94149418 07-02-1999 92,000 Warranty Deed - Joint Tenancy F0905574 02-23-2001 117,500 Warranty Deed F1190507 07-08-2009 125,000 Warranty Deed 2009080228 07-30-2012 137,500 Warrant Deed 2012079618 03-24-2017 235,000 Warranty Deed 2017031967 10-03-2017 290,575 Warranty Deed 2017102392 TAX INFORMATION 2017 Payable 2018 Actual Value Tota 1 242,583 Assessed Value Total 17,466 Treasurer Information View Mill Levy Detail For Year 2018 2017 Mill Levy Information Tax District 3139 County 22.4200 School 42.8780 WHEATRIDGE SAN DIST 0.3980 WHEATRIDGE WATER DIST 0.0000 REGIONAL TRANSPORTATION DIST 0.0000 URBAN DRAINAGE&FLOOD CONT DIST 0.5000 URBAN DRAINAGE&FLOOD C SO PLAT 0.0570 WEST METRO FIRE PROTECTION - G 12.3820 WHEAT RIDGE 1.8300 Tota 1 80.4650 2017 http://ats.jeffco.us/ats/displaygeneral.do?sch=021261 01/19/2018 BULK PLANE STANDARDS A City f e ZONING CODE REGULATIONS �coM YDEVELOPMENT The following information applies to all new single-family homes, additions, and accessory structures in the R-1 C and R-3 zone districts. This information is a summary of section 26-642 of the municipal code. 351. Maximum, residential bu,ildin _ As measured to the midpoint of a gable or hipped roof, or the highest point of a flat roof. ` ~p Allowable encroachment See other allowable encroachments below. Bulk plane Begins 15 feet above each ---- —° — +line extends g property 15'over the property at a 151 Z45' 4_� 45 -degree angle. 450 8 N The following encroachments into the bulk plane are allowed: • Chimneys • Open -type railings compliant with the adopted city code. • Architectural features (no more than 30 inches into bulk plane) • Cornices, eaves, beltcourses, sills, canopies or other similar architectural features including bay windows. • Mechanical equipment • Vent pipes, solar panels, swamp coolers • Dormers • Maybe no larger than 8 feet wide and 6 feet tall, as measured from the lowest point of intersection between the roof and the dormer. • May occupy no more than 50% of the roof. Base Plane/Average Grade: 1 plane measurement. It is measured as the average of elevations taken at the midpoint of each property line. r Please contact the Planning Division: City of Wheat Ridge Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO.80033 Phone: 303-235-2846 www.ci.wheatridge.co.us Rev. 04/201 City of _��Whcatkidpere — CITY OF WHEAT RIDGE BUILDING AND INSFEMON SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: l�,-" IK— l—t— Project Address: eo Name of Firm/individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: N a r),J �Sirs- G.LI" . - DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, ?4retue3Fie j $ , am a duly authorized representative of the agency indicted below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Pr Wheat Ridge Sanitation District a Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: RS TNiS Mg,2 L Ktjb tlaMF&E&4eES wt OL10 a 1AJ - MLe ZgL7 c ?Rt aP ACRE 095f"A tr#/!rr' newt Fees PIXF WA#4i4V,0 4T TiwyE' aF �eswr.� r ewJ. Signature: ( Date: -I (Agency Representative) zow C TY OF WHEAT RIDGE BUILDING AND INSPECT" SUVM DivMOh 7500 W 2% Ave lk%w Ridge, CO 80033-8001 p. 303.235.2855.; f 303.237.8924 Proof of Submission for Permitting/Pian Review A copy of this farm must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 1�' J — n - Project Address: eo q lj Name of Finn/individual submitting dcsx,ments: I1 Project Type/Description: Signature of Firm Representative or individual: DO NOT WRITE BELOW THIS POINT - FOR AGF,I Cy USE ONLY am a d authorized representative of the agency indicted Maw !ano!,,b?ysJghatbrebelow, hereby ackn receipt of documents necessary for review and approval of eted above_ented- (rs c,eda cmc) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Sanitation District v Wheat Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation district o Malley Water District o Westridge Sanitation District o Denver Water o tither Agency Notes: `-f .- S n S E°1-c� • �Yw.' �010 4 Signature. Date: enta } a) A C4 -15- r/ /t 04 r r e 6 Pcr "-ee d cc) » Dan Schultz From: Kevin Wytrykusz <kevinwytrykusz@gmail.com> Sent: Tuesday, January 9, 2018 5:17 PM To: Dan Schultz Cc: David Mann Subject: Re: 201709632 SFD at 3044 Chase Street Attachments: 3044 Chase Pg1of6 1-9-18.pdf, 3044 Chase Pg2of6 1-9-18.pdf, 3044 Chase Pg3of6 1-9-18.pdf, 3044 Chase E1of1_1-9-18.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Dan, I'm the building designer for this project and wanted to see if you could offer a quick review the attached affected plans before we make hard copies for resubmittal. I left you voice message about 4pm today but since I'm leaving town on vacation tomorrow morning it might be ea ' via email. eviously in Wheat Ridge the general contractor Dave Mann received approval for the mechanical room full rywalled around the fuel burning equipment in the crawlspace. I've drawn this in the crawlspace plan. Therefore fire protection of the entire floor is not required. V12. The crawlspace ventilation is noted on the crawlspace plan as "mechanically ventilated". It's also now shown on building section AA. ✓�J' the attic space ventilation is shown on the site plan and building section AA. Upon further review I've noted that the overhangs less than 5' from a side property line are to not be vented. We are fireblocking above the wall Ato avoid a 1 hour rating of the soffit. .See the attached electrical plan. I have very limited knowledge of the arc fault circuits but believe it applies to almost all circuits. For that reason I have a clouded note that they must comply to the 2014 electrical code. (5-:))oor and window schedules updated. Ar PWtZ SWINP(696 WRO WIQCXW 6. Done. Shown on Section AA, along with a notation that stairs and railings must comply with R311. n electrical plan. 9. Note clouded on site plan page 1. 10. Noted in title block page 1. 11. Noted on door schedule. On Tue, Jan 9, 2018 at 1:39 PM, <mannbuilders(a)aol.com> wrote: Sent from my iPhone Begin forwarded message: From: Dan Schultz <dschultzgci.wheatridge.co.us> Date: January 9, 2018 at 1:30:52 PM MST To: "mannbuildersgaol.com" <mannbuildersgaol.com> Cc: Kimberly Cook <kcookgci.wheatrid eg co.us>, Dina Kemp <dkemp 4,)ci.wheatrid e.co.us> Subject: 201709632 SFD at 3044 Chase Street The city has completed the review of the above project with the following comments that need to be addressed prior to approving the plans. Please submit 2 sets of revised sheets wet signed and stamped addressing the following comments: 1. Submit specifications for fire protection of the I joists located in the basement. 2. Provide method of ventilation of the crawl space. 3. Provide method of ventilation of the attic space. 4. Provide an electrical plans showing location of all switches, lights and receptacles. Note AFCI and GFCI protection. 5. Note on the window/door schedule which glazing shall be tempered. 6. New water service lines shall be equipped with a back-flow preventer. Show the backflow preventer on the site plan. 7. Provide cross section of the stairs and typical details. Stairs shall be furnished with at least one continuous handrail. 8. Show smoke and carbon monoxide detectors. 9. Note the following code references on the cover sheet: a. 2012 International Residential Code b. 2012 International Building Code c. 2012 International Fire Code d. 2014 National Electrical Code 10. Specify the structure is a non-sprinklered structure. 11. Specify maximum threshold heights of the rear and front egress door. If you have any questions please don't hesitate to call. Dan Schultz, Building Inspector, Plans Examiner Building Division 2 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 Fax: 303-237-8929 www.ci.wheatrid.qe.co.us (ityof W head ( (»Stil�!�!914' (�F�`Ili►4°MiNl �- 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. Thank you, Kevin Wytrykusz Home Draw 3801 W.41st Ave. Denver, CO 80211 P: 303-319-4041 Architecture Structural RMG Geotechnical (j ROCKY MOUNTAIN GROUP Job No. 157254 April 24, 2017 Reissued: November 1, 2017 Mann Builders LLC 7165 W 32nd Ave Wheat Ridge, CO 80033 Re: Subsurface Soil Investigation 3044 Chase St Wheat Ridge, Colorado Dear Mann Builders LLC: Materials Testing Forensic Civil/Planning �0110963� Rocky Mountain Group (RMG) drilled two test borings at the above -referenced address on March 29, 2017. The layout of the site, existing surface conditions, and the approximate location of our explorations are provided in Figure 1, Aerial Site Map. Our findings, conclusions and recommendations are provided in this report. This report presents geotechnical engineering recommendations for design and construction of residential foundations. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources. Site Description and Proposed Construction A single family residential structure exists on this site. The condition of the existing structure has not been evaluated for this report. It is our understanding that a new single family residential structure is planned for the proposed construction. Subsurface Materials No significant soils containing organics (topsoil) or non -engineered fills were encountered or observed at the site surface. From the surface in the test borings, sandy lean clay to clayey sand soils were encountered to approximately 5 to 8 feet below the existing ground surface (bgs). The surficial clay and sand soils were underlain by medium hard to very hard claystone bedrock that extended to maximum depths explored in the test borings. Groundwater was not encountered in the test borings at the time of drilling. Fluctilns in groundwater and subsurface moisture conditions may occur due to variations in rainfall ild otISPor tj%of' Southern Office: Central Office: Northern Office: Monument: 719.488.21 '/S, Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Woodland Park: 719.687.6 _, 719.548.0600 303.688.9475 970.330.1071 Erbil/Kurdistan Iraq: 0750 192 99 44 www. rmg-en gi n eers.com 3044 Chase St r Wheat Ridge, Colorado factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the engineer's classification of samples. Lines shown on the logs represent the approximate boundary between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5. Swell/Consolidation Test Results are presented in Figures 6 and 7. Summary of Findings The results of this investigation indicate that the site is suitable for the proposed construction provided the recommendations presented herein are implemented and appropriate construction practices are followed. In order to provide uniform bearing support and to reduce the potential for differential settlement, we recommend that the structure shall not be established on soils of significantly different bearing capacities. The foundation bearing components shall be established entirely on the claystone bedrock or entirely on at least 12 inches of compacted structural fill. The onsite sandy lean clay/clayey sand may be reused as structural fill. The structural fill should be observed and tested during placement as indicated under the Structural Fill section of this report, to ensure proper compaction. Foundation Recommendations A spread footing foundation supported on the on-site claystone bedrock or 12 inches of compacted structural fill is suitable for the proposed structure. A maximum allowable bearing pressure of 2,400 psf with a minimum dead load requirement of 800 psf may be used for design. A 4 -inch void material should be installed in areas where the minimum dead load cannot be attained. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection. Open Excavation Observation During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction. Wheat 4i0!�=: Building Div!zo:x` a RMG — Rocky Mountain Group 2 Job No. 157254 3044 Chase St Wheat Ridge, Colorado It is recommended that excavation equipment remain onsite until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost. Interior Floor Slabs Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab heave, and the risk of poor slab performance. The Slab Performance Risk at this site is judged to be Low (less than 1% swell with a 1,000 psf surcharge) based on the criteria in the following table. Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High >8 >6 Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996). The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors where the slab performance risk is judged to be high or very high. However, the owner must understand that vertical slab movement on the order of one to three inches is considered possible for soils/bedrock of low expansion potential and for structural fill. In some cases, vertical movement may exceed this range. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used. Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Slabs should also be separated from any utility components by isolation joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or structure. Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Interior Partitions Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of at least 2 inches is recommended beneath non-bearing partitions. Doors should be provided with at least a 1 inch gap at floor level.s City of \fvv,eat Ridge RMG - Rocky Mountain Group 3 Job No. 157254 3044 Chase St Wheat Ridge, Colorado and gaps may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement. Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system. Lateral Earth Pressures Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low -expansive, onsite backfill materials, we recommend equivalent fluid pressure of 50 pcf for "Active" conditions and 70 pcf for "At -Rest" conditions be used for design. The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures for sloping/undrained conditions should be determined on an individual basis. Site Grading The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill. Site Preparation and Excavation Prior to construction the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. The onsite surface and near surface soils may generally be excavated with heavy-duty earthmoving or excavation equipment in good operating condition. Excavations extending into formational bedrock will be difficult and the use of more aggressive excavation techniques. Large equipment capable of rock breaking may be needed to achieve proposed grades. The exposed subgrade should be kept from desiccating. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is minimized. During wet weather earthen.berms, swales, or other means should be used to route water away from excavations. Water that accumulates in excavations should be promptly pumped out or otherwise removed and these areas should be allowed to dry out before resuming construction. Structural Fill Areas to receive moisture -conditioned structural fill should have topsoil, organic material, or debris removed. The upper 6 inches of the exposed surface soils should be scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry densit determined by the Standard Proctor test (ASTM D-698) or to a minimum of 92 perce fthe City of \rqheat Ridge p;�11sr:�n RMG - Rocky Mountain Group 4 Job No. 15 3044 Chase St Wheat Ridge, Colorado maximum dry density as determined by the Modified Proctor test (ASTM D-1557) prior to placing structural fill. Moisture -conditioned structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. Moisture conditioned structural fill may consist of the onsite sandy lean clay/clayey sand material and shall be free of deleterious material and shall not contain rocks or cobbles greater than 3 inches in diameter. Fill materials should be moisture -conditioned to a minimum of optimum moisture content to 3 percent above optimum moisture content (as determined by the Standard Proctor test, ASTM D-698). The moisture -conditioned materials should be placed in maximum 8" compacted lifts. These materials should be compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698). Material not meeting the above requirements shall be reprocessed. Materials used for moisture -conditioned structural fill should be approved by RMG prior to use. Moisture -conditioned structural fill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. To verify the condition of the compacted soils, density tests should be performed during placement. Early testing is recommended to demonstrate that placement and compaction methods are achieving the required compaction for the entire depth of fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved required performance. Exterior Backfill Excavated claystone should not be used as foundation wall backfill. Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D- 698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density. Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. RMG - Rocky Mountain Group 5 Job No. 157254 3044 Chase St Wheat Ridge, Colorado The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site. The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction. Surface Grading and Drainage Drainage is an important key to the successful performance of shallow foundations. The ground surface should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10 -foot zone. If a 10 -foot zone is not possible on the upslope side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that homeowners maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage away from the structure may result in localized differential vertical movement of foundations and slabs. Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls should be limited to those with low moisture requirements; and irrigated grass should not be located within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended. Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements. Perimeter Drain A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail is presented in Figure 8. A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. City of W he at Kiri n. f f3uddmg RMG — Rocky Mountain Group 6 Job No. 157254 3044 Chase St Wheat Ridge, Colorado Concrete Type I/II cement is recommended for concrete in contact with the subsurface materials. Calcium chloride should be used with caution for soils with high sulfate contents. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI. Foundation Configuration Remarks The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the Foundation Design Engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The Foundation Design Engineer should be contacted regarding the foundation configuration. General Remarks The recommendations provided in this report are based upon the subsurface conditions encountered in the test borings, anticipated foundation loads, and accepted engineering practices and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations. The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolatingx floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure. RMG — Rocky Mountain Group 7 Job No. 157254 3044 Chase St Wheat Ridge, Colorado Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and arc intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide tO Sivelling Soils for Colorado Hon7ebuyers and Hoineowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils. RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations. Senate Bill 13 This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing. The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements. The owner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey. This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied. Should you have questions, please do not hesitate to call. Cordially, RMG — Rocky Mountain Group Matthew Eckhart, P.E. Geotechnical Project Engineer V •�.�,tt M. �c s`co -irOO47094 x ` n FSS�QNAL 9i;4; k• o�°�PDo Cl cF�'s M. F'•;Fo 0047094 o�FSS��NAL RMG Rocky Mountain Group 8 Job No. 157254 N W E S ARCHITECTS �, wl ENGINEERS ROCKY MOUNTAIN GROUP APPROXIMATE TEST BORING LOCATION NOT TO SCALE swdhem orae CoWado gpdCO9o9'e (719) 5Cal"48-080office.0 AERIAL SITE MAP En*wmd, CO 80112 3044 CHASE STREET (303)888-9475 Noidwnorroe: WHEAT RIDGE, COLORADO 97' X1071 O80�0 MANN BUILDERS, LLC JOB. No. 157254 FIG. No. 1 DATE: 04.20.2017 SOILS DESCRIPTION CLAYSTONE := SANDY CLAY UNLESS NOTED OTHERWISE, ALL LABORATORY TESTS PRESENTED HEREIN WERE PERFORMED BY: RMG - ROCKY MOUNTAIN GROUP 14 INVERNESS DR. EAST, SUITE E-136 ENGLEWOOD, COLORADO SYMBOLS AND NOTES STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO JA XX THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). FREE WATER TABLE DEPTH AT WHICH BORING CAVED HBULK DISTURBED BULK SAMPLE AUG AUGER "CUTTINGS" 4.5 WATER CONTENT (%) ROCKY MOUNTAIN GROUP JOB No. 157254 ARCHITECTS Arca- EXPLANATION OF ,a':r�s FIGURE No. 2";J1 TEST BORING LOGS ENGINEERS DATE 4/20/17 zo `a A�,t;r`alO;�= P�d,ay CCI d. Sp,,,9s. CO 80918 1719,-G,00 SOUTHE NCOLQR4 DPIl RM IRO NORTHERN COL 0R 0 BORING: B-1 DRILLED: JO 17 = m fREMARKS:a- ROUNDWATER ON 0 3/29/17 W a- < ILL z LU w 0- 0 3 w a 00 � TEST BORING: B-2 DATE DRILLED: 3/29/17 = REMARKS: w NO GROUNDWATER ON 3/29/17 li z p w w LU m d 0-z 0 CO LU m Q Sandy Lean Clay to Clayey Sand - brown with calcareous veins, stiff, moist 5 10 15 11 50/8" 50/7" 50/9" 9.4 17.9 21.2 25.7 Sandy Lean Clay to Clayey Sand brown with calcareous nodules, hard, moist 5 10 15 20 42 50/6" 50/5" 50/8" 50/6" 15.' 20. 20.: 19.E 21.< Claystone - brown, medium hard to very hard, moist 11 Claystone - brown, medium hard, moist ROCKY MOUNTAIN GROUP ARCHITECTS Archaeau.al �ENGINEERS Georecnry SVucWrelMales T.,, ForensicsCiNI. Ranrvig _ maelnS�nr,as'ICma�afe OKral 2910 A-,, BINfs Parkway Cd.— SO— CO 60918 (11 600 SOUTHERN COLORADO. DENVERVER -TRO NORTHERN COI ORADD TEST BORING LOGS JOB No. 157254 FIGURE No. 3 DATE 4/20/17 Test Boring No.No Depth Content ( Dry Density 1p > Liquid Limit PlasticityRetained Index % g No. eve iPassinWater 200 Sieve FHA Expansion Pressure ps ell/ Collapse s USCS Classification B-1 4.0 9.4 31 15 49.6 SC B-1 9.0 17.9 110.1 0.7 B-1 14.0 21.2 B-1 19.0 25.7 B-2 4.0 15.9 110.8 0.9 B-2 9.0 20.1 50 28 65.5 CH B-2 14.0 20.3 103.3 0.8 B-2 19.0 19.9 B-2 24.0 21.9 ROCKY MOUNTAIN GROUP ARCHITECTS Archileclwa�EPJGINEERS al d,, M1nical 51n�dural ,iwl,R ealim9 For w.CiNI, %arming ca�.anm smnrms� mnnM.-Trm om,:ei 2910 Austin guff Parkway Cd«atlo Sgngs. CO 80918 (118) S18ABW COLORADO SUMMARY OF LABORATORY TEST RESULTS JOB No. 157254 FIGURE No. 4 PAGE 1 OF 1 DATE 4/20/17 el 1 100 90 1--80 x c� W70 C060 c7 z 1050 Q a X40 z w 30 w a 20 10 0 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine coarse I medium I fine Test Boring Depth (ft) Classification LL PL PI 0 B-1 4.0 CLAYEY SAND(SC) 31 16 15 X B-2 9.0 SANDY FAT CLAY(CH) 50 22 28 Test Boring Depth (ft) %Gravel %Sand %Silt I %C B-1 4.0 49.6 a B-2 9.0 65.5 ROCKY MOUNTAIN GROUP or JOB No. 157254 ARCHITECTS SOIL CLASSIFICATION RMGFIGURE No. 5 DATA °s 2910 Austin &AuH,ParkwayParP�P, DATE 4/20/17 N Cd— Spngs, COS 918 (]19)508-D600 SOUTHERN COLONP O, DENVER METRO, NORTHERN COLORADO 3 2 F z O u) z a 0 x w o -1 Lu 0 -2 U -3 -4 1001,000 APPLIED PRESSURE - PSF PROJECT: 3044 Chase Street Wheat Ridge, Colorado SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF 3 E 1 z O U) z a 0 x w 0 o -1 U) LU -2 O 0 -3 -4 100 PROJECT: 3044 Chase Street Wheat Ridge, Colorado SAMPLE DESCRIPTION: Sandy Lean Clay NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF 10,000 SAMPLE LOCATION: B-1 @ 9 FT NATURAL DRY UNIT WEIGHT: 110.1 PCF NATURAL MOISTURE CONTENT: 17.9% PERCENT SWELL/COMPRESSION: 0.7 1,000 10,000 APPLIED PRESSURE - PSF ROCKY MOUNTAIN GROUP ARCHITECTS Ncnitedurd Gadechnica SvucWral Materiels Te"V danai� �iwi %annir g ENGINEERS cawae� sm,r�r rco,ora z ornr 2910 Austin Blufls Parkv.ay Cdo,W. Spn,.CO 80918 (]19)548-0 W SAMPLE LOCATION: B-2 @ 4 FT NATURAL DRY UNIT WEIGHT: 110.8 PCF NATURAL MOISTURE CONTENT: 15.9% PERCENT SWELL/COMPRESSION: 0.9 JOB No. 157254 SWELL/CONSOLIDATIONI FIGURE No. 6 TEST RESULTS DATE 4/20/17 3 2 1 z 0 z a 0 x U-1 o -1 U) co LU -2 0 0 -3 -4 1001,000 APPLIED PRESSURE • PSF PROJECT: 3044 Chase Street Wheat Ridge, Colorado SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF ROCKY MOUNTAIN GROUP ARCHITECTS au,i�ar�,a cewad,moa StructuralMaienels Tesiiig ENGINEERS .N 3910 Ausl,n SbRs Parkway rirP CdweBo Spirgs, CO 80918 (719) 548-0800 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO 10,000 SAMPLE LOCATION: B-2 @ 14 FT NATURAL DRY UNIT WEIGHT: 103.3 PCF NATURAL MOISTURE CONTENT: 20.3 PERCENT SWELL/COMPRESSION: 0.8 JOB No. 157254 SWELL/CONSOLIDATIONI FIGURE No. 7 TEST RESULTS DATE 4/20/17 wrightsoft` Load Short Form Alb. Entire Nouse Date: Dec 05, 2017 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: dawdhc002@gmail.aan A 70 % I aj/1 , For: Suivart & Ford Custom Home, Mann Builders 3044 Chase St, Wheatridge, CO 80214 Phone:8122199736 Email: mannbuilders@aol.corn Outside db (°F) Infiltration Htg CIg 95 Method Inside db (°F) Design TD(°F) 70 67, 75 Simplified Construction Semi Daly range _ 20quality H Fireplaces Fepiaces ► 0 Inside humidly (%) Moisture difference (gr/b) 30 34 50 -41 : , - City <af heat e 23529 1288 1843 1120 1867 VEW COMlwumw DEVELOPMENT HEATING EQUIPMENT 2525 Make Na Itevi���li�,t� Trade n/a 36390 Make Na Model Na Trade a AHRI ref. Na 1843 1867 Cond Na Col Efficiency Heating input Na Efficiency an: °„ti/a Heating output 0 Btuh S ploo .t Late n 11 "Ot b of of a pe,m r or an o ��q dons tholi not be o for, Temperature rise Actual air flow 0 0 F dm pe,m4 or an opp,ovol o% ®ry t° opp wl of, & s of the buiM;ny code or of any City ordina rs. Total A�� roe author ty ra v plate of lance the provrs;orlf rm Air floor factor 0 cfmBhlh Airflow factor a.emaercet of the City shah not be valid. Static pressure Space thermostat 0 Na lo H 20 0 c 1-120 h Static Pressure 0 lo H2O Load sensible heat ratio 0 ROOM NAME Area Htg load Cigload HtgAVF CIgAVF (� (Btuh) 16722 (Btuh) 12669 (c#m) 555 (gym) 747 AH2 AH1 895 3746 34557 51279 23529 1288 1843 1120 1867 Entire House35717 4641 Other equip bads Equip. @ 1.00 RSM 2525 746 Latent cooing 36390 53804 136390 0 1843 1867 TOTALS 4641 1 B0104a c values have been marmnly ova Cala-Ilatiorm approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft” Right SuiteSUnioersal 2018 18.0.04 RSU18166 2017 -Dec -1509:2259 ACCK NeumannUeslWpW" Chase 563044 Chase Strup Calc= MJ8 Front Door boas W Page 1 . w rightsoft Load Short Form AM Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Job: Date: Dec 05, 2017 By: David Hardcastle ROOM NAME Area (ft2) Design Information Htg AVF (cfm) Htg Clg Infiltration Outside db ('F) 3 95 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 67 20 Fireplaces 0 Daily range - H 0 Inside humidity (%) 30 50 0 Moisture difference (gr/Ib) 34 -41 8 HEATING EQUIPMENT 0 COOLING EQUIPMENT Make Carrier BED2 187 Make Carrier Trade Carrier Performance 95 Two-Sta... Trade CARRIER AIR CONDITIONING Model 59TP5A060E17--14 72 1143 Cond 24ACB336ABN32 AHRI ref 4702810 71 KITCHEN Coil CNPVP3617ALA+59TP6A060E17--14 1700 1581 63 AHRI ref 9859701 Efficiency 96.3 AFUE 0 Efficiency 11.0 EER, 13.5 SEER Heating input 60000 Btuh Sensible cooling 26880 Btuh Heating output 58000 Btuh Latent cooling 6720 Btuh Temperature rise 50 OF Total cooling 33600 Btuh Actual air flow 1288 cfm Actual air flow .1120 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat 8 HVAC Load sensible heat ratio 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) BSTRS 77 0 0 0 0 CRAWLSPACE 1024 4085 232 152 11 CLST2 10 0 0 0 0 MSTRS 77 0 0 0 0 CL 8 0 0 0 0 BED2 187 3251 3516 121 167 BATH2 72 1143 1483 43 71 KITCHEN 210 1700 1581 63 75 PAN 35 0 0 0 0 LD RY 49 1296 1324 48 63 DINING 80 2126 1021 79 49 MUD 72 3742 1494 139 71 CRAWL 779 3192 168 119 8 HVAC 4 0 0 0 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2017 -Dec -11 23:20:00 Right -Suite@ U niversal 2018 18.0.04 RSU18166 Page 1 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W LIN 6 0 0 0 0 HALL 27 0 0 0 0 LIVING 369 3435 3304 128 157 BED1 216 4262 3970 159 189 STRG 6 0 0 0 0 CLST1 82 727 413 27 20 OCL 6 0 0 0 0 OFFICE 110 2739 2499 102 119 PWDR 24 0 0 0 0 FOYER 108 1490 1657 56 79 TL 24 709 467 26 22 BATH1 84 662 402 25 19 AH1 3746 34557 23529 1288 1120 Other equip loads 0 0 Equip. @ 1.00 RSM 23482 Latent cooling 0 TOTALS 13746 ' 34557 ' 23482 ' 1288 ' 1120 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrriylttr$oI IL- 2017 -Dec -11 23:20:00 Rig ht -Su ite@ U niv ersal 2018 18.0.04 RSU 18166 Page 2 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W .. wrightsoft Load Short Form AH2 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Job: Date: Dec 05, 2017 By: David Hardcastle ROOM NAME Area (ft2) Design Information Htg AVF (cfm) Clg AVF (cfm) Htg Clg 0 Infiltration Outside db (°F) 3 95 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 67 20 Fireplaces 0 Daily range - H 0 0 Inside humidity (%) 30 50 1682 90 Moisture difference (gr/Ib) 34 -41 1614 489 HEATING EQUIPMENT 29 COOLING EQUIPMENT Make Carrier 0 0 Make Carrier 0 Trade Carrier Performance 95 Two-Sta... Trade CARRIER AIR CONDITIONING Model 59TP5A040E17--12 0 0 Cond 24ACB324AON300 AHRI ref 0 7n 4 Cly Coil CNPVP2417ALA+59TP6AO4OE17--12 _ AHRI ref 9173717 Efficiency 96 AFUE Efficiency 11.5 EER, 14 SEER Heating input 40000 Btuh Sensible cooling 17920 Btuh Heating output 25000 Btuh Latent cooling 4480 Btuh Temperature rise 50 OF Total cooling 22400 Btuh Actual air flow 555 cfm Actual air flow 747 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) UPHVAC 4 0 0 0 0 REC 295 7006 7285 233 430 BEDS 183 3732 2678 124 158 CL3 25 0 0 0 0 BED4 154 2699 1682 90 99 U PSTRG 55 1614 489 54 29 CL4 30 0 0 0 0 UPSTRS 77 0 0 0 0 D ATLJO 7n 4 Cly cn n _ L r% 1 1 IJ / G I V/ I J.7`4 .7.7 3L Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rig~ Q Right-Suite®Universal201818.0.04 RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 3 AH2 895 16722 12669 555 747 Other equip loads 2525 746 Equip. @ 1.00 RSM 13389 Latent cooling 0 Tl1TA1 4nnon I CGG I 7A7 I V I MLO 027J 1z7G.r1 1000V aao r" Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Or,- wrights--- 2017 -Dec -1123:20:00 ..._ I..,.., Right -Suite@ Universal 2018 18.0.04 RSU18166 Page C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrightsoft Date: Dec 05, 2017 AH2 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com nnm;jw,,ect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wetbulb(°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified Semi -tight 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft2-°F W-°F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 270 0.065 21.0 4.36 1176 1.06 287 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud a 252 0.065 21.0 4.36 1097 1.06 268 s 222 0.065 21.0 4.36 967 1.06 236 w 234 0.065 21.0 4.36 1021 1.06 249 all 978 0.065 21.0 4.36 4261 1.06 1040 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 36 0.570 0 38.2 1375 22.1 796 thk; 6.67 ft head ht s 84 0.570 0 38.2 3208 34.2 2871 w 18 0.570 0 38.2 672 64.1 1129 all 138 0.570 0 38.2 5255 34.9 4796 Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 895 0.020 50.0 1.34 1199 1.02 914 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden WNgtitsaf - 2017 -Dec -1123:20:00 .. . , Rig ht -Su ite® U niv ersal 2018 18.0.04 RSU18166 Page 1 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJB Front Door faces: W Component Constructions Job: -- wrightsoft~ Date: Dec 05, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1513-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk Or Indoor: U -value Indoor temperature (°F) ft' Design TD (°F) n Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Construction descriptions Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1513-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk Or Area U -value 75 ft' Btuh/ft'-°F n 477 0.065 e 197 0.065 s 488 0.065 w 241 0.065 all 1402 0.065 n 348 0.067 e 114 0.067 s 294 0.067 w 234 0.067 all 990 0.067 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n thk; 6.67 ft head ht e e s w all 10A -m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6.67 ft head ht e Doors 11 DO: Door, wd sc type Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified 2078 Semi -tight 507 0 4.36 Insul R Htg HTM Loss Clg HTM Gain ftT-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh 21.0 4.35 2078 1.06 507 21.0 4.36 856 1.06 209 21.0 4.36 2123 1.06 518 21.0 4.36 1050 1.06 256 21.0 4.36 6107 1.06 1490 10.0 4.85 1687 0.34 120 10.0 4.85 552 0.34 39 10.0 4.85 1425 0.34 101 10.0 4.85 1134 0.34 81 10.0 4.85 4798 0.34 341 72 0.570 0 38.2 2747 22.1 1591 72 0.600 0 40.2 2894 34.1 2454 58 0.570 0 38.2 2230 64.1 3746 61 0.570 0 38.2 2347 34.2 2101 86 0.570 0 38.2 3284 64.1 5516 350 0.570 0 38.6 13504 44.0 15408 24 1.670 0 112 2685 58.2 1396 w 24 0.390 0 26.1 627 10.7 258 14 0.032 30.0 2.14 30 1.63 23 971 0.020 50.0 1.34 1301 1.02 991 Bold/italic values have been manually overridden wrig tsoft• 2017 -Dec -1123:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Paget Au* C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Floors 2113-28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins 1880 0.015 3.0 1.00 1889 Bold/italic values have been manually overridden t -Fid- wrightne, 2017 -Dec -11 23:20:00 Right -Suite@) Universal 2018 18.0.04 RSU1 8166 Page 3 %OCK C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: - Wrightsoft° Date: Dec 05, 2017 BSTRS By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com gu,ect inTormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21 B -28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins Or Area Ll -value ft' Btuh/ft2-°F �rZi�7 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Floors 21 B -28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins Or Area Ll -value ft' Btuh/ft2-°F �rZi�7 Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified Semi -tight 0 Insul R Htg HTM Loss Clg HTM Gain ft2-°F/Btuh Btuhift2 Btuh Btuh/ft2 Btuh 3.0 1.00 77 0 0 Bold/italic values have been manually overridden wrightsof * 2017 -Dec -1123:20:00 _._.�. , Rig ht -Su ite@ U niv ersal 2018 18.0.04 RSU18166 Page 4 �TM�+ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrightsofte Component Date: Dec 05, 2017 CRAWLSPACE By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone: 8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/fly-°F ft2-°F/Btuh Btuh/ft' Btuh Btuh/ft= Btuh Walls 15B-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins Floors 21B -28t: Bg floor, light drysoil, prm int ins cov, 6.5' depth, r-3 ins n 330 Design Conditions 4.85 1599 Location: 114 Indoor: Heating Cooling Denver Internationa, CO, US 204 Indoor temperature (°F) 70 75 Elevation: 5430 ft 10.0 Design TD (°F) 67 20 Latitude: 40°N w 168 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: 0.34 190 Daily range (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/fly-°F ft2-°F/Btuh Btuh/ft' Btuh Btuh/ft= Btuh Walls 15B-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins Floors 21B -28t: Bg floor, light drysoil, prm int ins cov, 6.5' depth, r-3 ins n 330 0.067 10.0 4.85 1599 0.34 114 e 42 0.067 10.0 4.85 204 0.34 14 s 12 0.067 10.0 4.85 58 0.34 4 w 168 0.067 10.0 4.85 814 0.34 58 all 552 0.067 10.0 4.85 2675 0.34 190 14 0.032 30.0 2.14 30 1.63 23 1024 0.015 3.0 1.00 1029 0 0 Bold/italic values have been manually overridden „ Wrlg17ffiOft' 2017-Dec-1 Rig ht -Su ite®Universa1201818.0.04 RSU18166 2017 -Dec -11 23:20:00 Page ^�*�^ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W a . wrightsoft Component Constructions Job: Date: Dec 05, 2017 CLST2 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/lV-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 18 0.065 21.0 4.36 78 1.06 19 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 50.0 1.34 13 1.02 10 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Dec -11 23:20:00 d rilgl7ttsOfC' W ., -. tem Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 6 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/lV-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 18 0.065 21.0 4.36 78 1.06 19 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 50.0 1.34 13 1.02 10 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Dec -11 23:20:00 d rilgl7ttsOfC' W ., -. tem Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 6 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W a�.w Component Constructions Job: wilghtsoft" Date: Dec 05, 2017 MS TRS By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Cig HTM Gain W Btuh/W-T W-T/Btuh Btuh/ftp Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1 A& ft 2017 -Dec -11 23:20:00 .g-uteUniversal 01818.0.04SU18166 PageAM C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 33.7 -41.2 95 Infiltration: 28 ( H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 0 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Cig HTM Gain W Btuh/W-T W-T/Btuh Btuh/ftp Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1 A& ft 2017 -Dec -11 23:20:00 .g-uteUniversal 01818.0.04SU18166 PageAM C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: - wrightsoft' Date: Dec 05, 2017 CL By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bul b (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft2-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden wrfghtsof t- 2017 -Dec -11 23:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 8 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 33.7 -41.2 95 Infiltration: 28 ( H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft2-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden wrfghtsof t- 2017 -Dec -11 23:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 8 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrig1 {, �tsoft- Date: Dec 05, 2017 BED2 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com NNNLiLW,ect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bu Ib (° F) - Wind speed (mph) 15.0 Indoor: Heating Cooling 70 Indoor temperature (°F) 67 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified Semi -tight 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W-T ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 101 0.065 21.0 4.36 440 1.06 107 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud w 85 0.065 21.0 4.36 371 1.06 91 all 186 0.065 21.0 4.36 812 1.06 198 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 16 0.570 0 38.2 606 22.1 351 thk; 6.67 ft head ht w 32 0.570 0 38.2 1212 64.1 2035 all 48 0.570 0 38.2 1818 50.1 2386 Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 129 0.020 50.0 1.34 173 1.02 132 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden -, wrightsoft' 2017 -Dec -1123:20:00 . .. m».� Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 9 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Wrightsoft� Component Constructions Job: Date: Dec 05, 2017 U -value BATH2 Htg HTM By: David Hardcastle Hardcastle Mechanical Design ftT Btuh/W-°F ft'-°F/Btuh 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Btuh BtuhM Btuh Walls Project• • For: David Mann, Mann Builders 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 18 0.065 7139 W 32nd Avenue, Wheatridge, CO 80033 78 1.06 19 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Phone:8122199736 56 0.065 21.0 4.36 Email: mannbuilders@aol.com 60 all 74 Design Conditions 21.0 4.36 323 1.06 Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ftT Btuh/W-°F ft'-°F/Btuh Btuh/ft' Btuh BtuhM Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 18 0.065 21.0 4.36 78 1.06 19 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud w 56 0.065 21.0 4.36 244 1.06 60 all 74 0.065 21.0 4.36 323 1.06 79 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" w 16 0.570 0 38.2 606 64.1 1018 thk; 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 46 0.020 50.0 1.34 62 1.02 47 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden ply wrightsofR' 2017 -Dec -11 23:20:00 • r ..—Right-Suite®Universal 2018 18.0.04 RSU18166 Page 10 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W ti Component Constructions Job: wrightsoft� Date: Dec 05, 2017 KITCHEN By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmall.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuifders@aol.com Construction descriptions Or Area Design Conditions Htg HTM Loss Clg HTM Location: W Indoor: Heating Cooling Denver Internationa, CO, US Btuh Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N 4.36 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 0.570 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ftp Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 181 0.065 21.0 4.36 788 1.06 192 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 8 0.570 0 38.2 306 22.1 177 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 125 0.020 50.0 1.34 167 1.02 128 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden - wrightu0{ 2017 -Dec -11 23:20:00 t� �..•, m.... ,, -, Right-SuiteC� Universal 2018 18.0.04 RSU18166 Page 11 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: -I* wryghtsofto Component Date: Dec 05, 2017 PAN By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area Design Conditions Htg HTM Loss Clg HTM Gain Location: Btuh/W-T Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.065 Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T W-°F/Btuh Btuh/R= Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 45 0.065 21.0 4.36 196 1.06 48 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 35 0.020 50.0 1.34 47 1.02 36 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017-Dec-11 23:20:00 wntn To�d ,.. ... ... ..-, Right -Suite@ Universal 2018 18.0.04 RSU18166 AM Page 12 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrightsofto Date: Dec 05, 2017 LDRY By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuildersCaol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Internationa, CO, US Btuh/it2-°F Indoor temperature (°F) 70 75 Elevation: 5430 ft Walls Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: a 53 Dailyrange (°F) - 28 ( H ) Method Simplified 56 Wet bulb (°F) - 60 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/it2-°F tt2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btut Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 63 0.065 21.0 4.36 274 1.06 67 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud a 53 0.065 21.0 4.35 229 1.06 56 all 116 0.065 21.0 4.36 504 1.06 123 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" e 10 0.570 0 38.2 395 64.1 663 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 49 0.020 50.0 1.34 66 1.02 50 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden wrightmmft- 2017 -Dec -11 23:20:00 Right-SuiteO Universal 2018 18.0.04 RSU18166 Page 13 +�^ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W - Component Constructions WIghtsoft° DINING Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Job: Date: Dec 05, 2017 By: David Hardcastle Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone: 8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft2 Btuh/ft2-°F ft2-°F/Btuh Btuh/W Btuh Btuh/fF Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 15 0.065 21.0 4.36 65 1.06 16 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D -clow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 48 0.570 thk; 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 35 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 0 38.2 1836 22.1 1063 50.0 1.34 47 1.02 36 wrighffioft- 2017 -Dec -11 23:20:00 . r ..t. Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 14 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W wrightst�ft Component Constructions Job. Date: Dec 05, 2017 U -value MUD Htg HTM Loss Clg HTM Gain W By: David Hardcastle Btuh/ft' Hardcastle Mechanical Design Btuh Walls 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • a 30 For: David Mann, Mann Builders 4.36 131 1.06 32 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 7139 W 32nd Avenue, Wheatridge, CO 80033 0.065 21.0 4.36 Phone:8122199736 115 all 138 Email: mannbuilders@aol.com 21.0 4.36 601 1.06 147 Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (OF) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ft' Btuh BtuhN Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" a 30 0.065 21.0 4.36 131 1.06 32 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 108 0.065 21.0 4.36 470 1.06 115 all 138 0.065 21.0 4.36 601 1.06 147 Partitions (none) Windows 10A -m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6.67 ft head ht e 24 1.670 Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 72 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 0 112 2685 58.2 1396 50.0 1.34 96 1.02 74 4 wirightscPW 2017 -Dec -1123:20:00 AM� .,. K Right -Suite® Universal 2018 18.0.04 RSU18166 Page 15 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W - Component Constructions Wrightsoft CRAWL Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Job: Date: Dec 05, 2017 By: David Hardcastle Area Project• • Htg HTM Loss Cig HTM For: David Mann, Mann Builders ft' Btuh/W-°F W-°F/Btuh 7139 W 32nd Avenue, Wheatridge, CO 80033 Btuh/ft2 Btuh Walls Phone:8122199736 Email: mannbuilders@aol.com 15B-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk n Design Conditions 0.067 10.0 4.85 Location: 0.34 Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 25 Design TD (°F) 67 20 Latitude: 40°N 10.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: 0.34 23 Dailyrange (°F) - 28 ( H ) Method Simplified 10.0 Wetbulb(°F) - 60 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/W-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 15B-10s3c-4: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk n 18 0.067 10.0 4.85 87 0.34 6 e 72 0.067 10.0 4.85 349 0.34 25 s 282 0.067 10.0 4.85 1367 0.34 97 w 66 0.067 1C.0 4.85 320 0.34 23 all 438 0.067 10.0 4.85 2123 0.34 151 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21 B -28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins 779 0.015 3.0 1.00 783 0 0 Bold/italic values have been manually overridden . � Wrightsoft- 2017 -Dec -11 23:20:00 ., m..._ _. ,, Right -Suite® Universal 2018 18.0.04 RSU18166 Page 16 AMK C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W �r.r� Component Constructions Job: wrightsofr Date: Dec 05, 2017 HVAC By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuildersCaol.com Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value ft= Btuhm2-°F Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft2-°FBtuh Btuhtft2 Btuh Btuh/ft? Btuh Wrightne ft' 2017 -Dec -11 23:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 17 i�'i% C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value ft= Btuhm2-°F Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft2-°FBtuh Btuhtft2 Btuh Btuh/ft? Btuh Wrightne ft' 2017 -Dec -11 23:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 17 i�'i% C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Wryghtsoft Component Constructions Job: Date: Dec 05, 2017 LIN By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft=-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden k _*_ Wrign�Of- 2017 -Dec -1123:20:00 T� ,.,.._...... Right -Suite® Universal 2018 18.0.04 RSU18166 Page 18 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W wrightsoft4 Component Constructions HALL Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Job: Date: Dec 05, 2017 By: David Hardcastle Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden wright aft- 2017 -Dec -1123:20:00 Right -Suite@ U niversal 2018 18.0.04 RSU18166 Page 19 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions -I- Wrightsoft� Component LIVING Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Job: Date: Dec 05, 2017 By: David Hardcastle Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ftp Btuh/ft'-°F ftp-°F/Btuh BtuhflR Btuh Btuh/ft� Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" e 54 0.065 21.0 4.36 235 1.06 57 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1013-w: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" e 72 0.600 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 68 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 0 40.2 2894 34.1 2454 50.0 1.34 91 1.02 69 t �1� wriQhtmott, 2017 -Dec -11 23:20:00 T�Right-Su ite®Universal201818.0.04 RSU18166 Page 20 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W .r. Component Constructions Job: Wlrightsoftn Date: Dec 05, 2017 BED 1 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com NNLififfect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 BtuhM-°F ft2-°F/Btuh Btuh/W Btuh Btuh/ft2 Btut Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) n 27 Design Conditions 4.36 118 Location: 29 Indoor: Heating Cooling Denver Internationa, CO, US 261 Indoor temperature (°F) 70 75 Elevation: 5430 ft 21.0 Design TD (°F) 67 20 Latitude: 40°N all 219 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: 64.1 3083 Daily range (°F) - 28 ( H ) Method Simplified 789 Wetbulb(°F) - 60 Construction quality Semi -tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 BtuhM-°F ft2-°F/Btuh Btuh/W Btuh Btuh/ft2 Btut Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) n 27 0.065 21.0 4.36 118 1.06 29 e 60 0.065 21.0 4.36 261 1.06 64 s 132 0.065 21.0 4.36 576 1.06 141 all 219 0.065 21.0 4.36 955 1.06 233 e 48 0.570 0 38.2 1836 64.1 3083 S 21 0.570 0 38.2 789 34.2 706 all 69 0.570 0 38.2 2625 55.1 3789 144 0.020 50.0 1.34 193 1.02 147 Bold/italic values have been manually overridden wrightsoft` 2017 -Dec -11 23:20:00 �.., ...�..;.z. Right -Suite® Universal201818.0.04RSU18166 Page 21 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W f Component Constructions Job: Wrlghtsoft Date: Dec 05, 2017 STRG By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1 sig wrig��� ft. 2017 -Dec -11 23:20:00 T� Rig ht -Su ite®Universal 201818.0.04 RSU18166 Page 22 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W E ar Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft2-°F/Btuh Btuh/W Btuh Btuh/ft� Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 1 sig wrig��� ft. 2017 -Dec -11 23:20:00 T� Rig ht -Su ite®Universal 201818.0.04 RSU18166 Page 22 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W E ar Component Constructions Job: wrightsoft° Date: Dec 05, 2017 CLST1 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com gect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W-T W-°F/Btuh Btuh/W Btuh Btuh/ftp Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 46 0.065 21.0 4.36 200 1.06 49 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Yat t�i��ns (none) Windows 1 D -clow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 8 0.570 0 38.2 306 34.2 273 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 42 0.020 50.0 1.34 56 1.02 43 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden - wrigh on ft+ 2017 -Dec -11 23:20:00 ..„ .,..,. Right-SuiteC� Universal 201818.0.04 RSU18166 Page 23 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W-T W-°F/Btuh Btuh/W Btuh Btuh/ftp Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 46 0.065 21.0 4.36 200 1.06 49 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Yat t�i��ns (none) Windows 1 D -clow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 8 0.570 0 38.2 306 34.2 273 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2" 42 0.020 50.0 1.34 56 1.02 43 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden - wrigh on ft+ 2017 -Dec -11 23:20:00 ..„ .,..,. Right-SuiteC� Universal 201818.0.04 RSU18166 Page 23 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Wryghtsoft Component Constructions Job: Date: Dec 05, 2017 OCL By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuhht' Btuh Btuh/ft2 Btut Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) s 18 0.065 1111111?•7 Bold/italic values have been manually overridden ti -Fid- Wr1ghftmf _ Rig ht -Suite® U niv ersal 2018 18.0.04 RSU 18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 21.0 4.36 78 1.06 50.0 1.34 8 1.02 19 6 2017 -Dec -11 23:20:00 Page 24 r wrightsofte Component Constructions OFFICE Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc0020gmail.com Job: Date: Dec 05, 2017 By: David Hardcastle Area Project• • Htg HTM Loss Clg HTM For: David Mann, Mann Builders 0 W Btuh/ft2-°F ft2-°F/Btuh 7139 W 32nd Avenue, Wheatridge, CO 80033 Btuh/W Btuh Walls Phone:8122199736 52.4 1931 105 0.020 Email: mannbuilders@aol.com 1.34 141 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n Design Conditions 0.065 21.0 4.36 Location: 1.06 Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 80 Design TD (°F) 67 20 Latitude: 40°N 21.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: 1.06 190 Daily range (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.570 0 W Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btu Btuh/W Btuh Walls 1408 52.4 1931 105 0.020 50.0 1.34 141 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 27 0.065 21.0 4.36 118 1.06 29 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 76 0.065 21.0 4.36 329 1.06 80 w 77 0.065 21.0 4.36 334 1.06 81 all 179 0.065 21.0 4.35 780 1.06 190 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s thk; 6.67 ft head ht w all Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) 14 0.570 0 38.2 552 34.2 494 22 0.570 0 38.2 855 64.1 1437 37 0.570 0 38.2 1408 52.4 1931 105 0.020 50.0 1.34 141 1.02 107 Bold/italic values have been manually overridden wrightse ft' 2017 -Dec -11 23:20:00 ... .:. Rig ht-Suite®Universa1201818.0.04 RSU18166 Page 25 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W -I�- wrightsoft" Component Constructions Component Job: Date: Dec 05, 2017 PWDR By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area 1.1 -value W Btuh/ft�-°F Bold/italic values have been manually overridden Insul R Htg HTM Loss Clg HTM Gain ft'-°F/Btuh Btuh/ft2 Btuh BION Btuh ti WI'ightne ` - 2017 -Dec -11 23:20:00 Right Universa1201818.0.04 RSU18166 Page 26 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrightsofts' Date: Dec 05, 2017 FOYER By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com aifiaiect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Design Conditions Insul R Htg HTM Location: Gain Indoor: Heating Cooling Denver Internationa, CO, US Btuh/ft= Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" w Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Windows Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft2-°FBtuh Btuh/ft= Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" w 23 0.065 21.0 4.36 100 1.06 24 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" w 16 0.570 0 38.2 611 64.1 1026 thk; 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 26.1 627 10.7 258 Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 33 0.020 50.0 1.34 44 1.02 34 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden -11$11-wrightsoft' 2017 -Dec -11 23:20:00 ,�„� ,",..-, , ._,.....,.,.N,,.., Right-Suite®Universa12018 18.0.04 RSU18166 Page 27 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Wrightsoft Component Constructions Job: Date: Dec 05, 2017 UPSTRS By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmall.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 11.11 -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft�-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 77 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden Right -Suite@ Universa1201818.0.04 RSU18166 +*� C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 50.0 1.34 103 1.02 79 2017 -Dec -11 23:20:00 Page 28 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 50 0.065 21.0 4.36 218 1.06 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 4 0.570 0 38.2 153 22.1 thk; 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 30 0.020 50.0 1.34 40 1.02 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 53 88 31 Wrightse t` 2017 -Dec -1123:20:00 �^ ., ... ..< Right-Suite®Universal 201816.0.04RSU18166 Page 29 ^� C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wr+ghtsoftg CL4 Date: Dec 05, 2017 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbui►ders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 50 0.065 21.0 4.36 218 1.06 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 4 0.570 0 38.2 153 22.1 thk; 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 30 0.020 50.0 1.34 40 1.02 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 53 88 31 Wrightse t` 2017 -Dec -1123:20:00 �^ ., ... ..< Right-Suite®Universal 201816.0.04RSU18166 Page 29 ^� C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W W�ightsoft� Component Constructions Job: Date: Dec 05, 2017 1.11 -value UPSTRG Htg HTM By: David Hardcastle Hardcastle Mechanical Design W Btuh/f?-°F ft'-°F/Btuh 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Btuh Btuh/ft2 Btuh Walls Project• • For: David Mann, Mann Builders 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 54 0.065 7139 W 32nd Avenue, Wheatridge, CO 80033 235 1.06 57 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Phone:8122199736 90 0.065 21.0 4.36 Email: mannbuilders@aol.com 96 all 144 Design Conditions 21.0 4.36 627 1.06 Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (° F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.11 -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/f?-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 54 0.065 21.0 4.36 235 1.06 57 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud w 90 0.065 21.0 4.36 392 1.06 96 all 144 0.065 21.0 4.36 627 1.06 153 Partitions (none) 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) 55 0.020 50.0 1.34 74 1.02 56 Bold/italic values have been manually overridden Wrigil7 2017 -Dec -11 23:20:00 �.�� _..e..,,.<.,„.. Rig ht -Su Page 30 ^�v^ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W wrightsoft° Component Component Constructions Job. Date: Dec 05, 2017 Gain BED4 Btuh/ft' Btuh Btuh/ft= Btuh 21.0 4.36 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U -value W Btuh/W-T Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 71 0.065 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) Insul R Htg HTM Loss Clg HTM Gain ft2-°F/Btuh Btuh/ft' Btuh Btuh/ft= Btuh 21.0 4.36 309 1.06 75 28 0.570 0 38.2 1069 22.1 619 154 0.020 50.0 1.34 206 1.02 157 Bold/italic values have been manually overridden t wrightsoft- 2017 -Dec -1123:20:00 —1-11-11— — ,,,.»,._.. _.v- ,— Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 31 304 C:\Users\Neumann\Desktop\4 Chase St.rup Calc = MJ8 Front Door faces: W -1 - Component Constructions Job. wrightsofte Date: Dec 05, 2017 BATHS By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com �•ect intormation For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified Semi -tight 0 Construction descriptions Or Area U -value Insult R Htg HTM Loss Clg HTM Gain k2 Btuh/h2-°F ft2-°F/Btuh Btuh/(t2 Btuh Btuh/ft2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 68 0.065 21.0 4.36 296 1.06 72 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud a 81 0.065 21.0 4.36 353 1.06 86 all 149 0.065 21.0 4.36 649 1.06 158 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" n 4 0.570 0 38.2 153 22.1 88 thk; 6.67 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 72 0.020 50.0 1.34 96 1.02 74 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden wrillQntsOft- 2017 -Dec -11 23:20:00 T� ,.., ...... �.. Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 32 AMK C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: wrightsoft Date: Dec 05, 2017 CL3 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft2 Btuh/W-T ft2-°FBtuh Btuh/W Btuh Btuh/ftp Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) e 45 0.065 25 0.020 21.0 4.36 196 1.06 50.0 1.34 33 1.02 48 26 Bold/italic values have been manually overridden - wrjghtImf - 2017 -Dec -1123:20:00 Right -Suite® Universal 2018 18.0.04 RSU18166 Page 33 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft2 Btuh/W-T ft2-°FBtuh Btuh/W Btuh Btuh/ftp Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh Floors (none) e 45 0.065 25 0.020 21.0 4.36 196 1.06 50.0 1.34 33 1.02 48 26 Bold/italic values have been manually overridden - wrjghtImf - 2017 -Dec -1123:20:00 Right -Suite® Universal 2018 18.0.04 RSU18166 Page 33 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W . wrightsofts Component Constructions BED3 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - We t bu l b (° F) - Wind speed (mph) 15.0 c F F— Job: Date: Dec 05, 2017 By: David Hardcastle Construction descriptions Indoor: Heating Cooling Insul R Indoor temperature (°F) 70 75 Design TD (°F) 67 20 ft=-°F/Btuh Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 33.7 -41.2 95 Infiltration: 28 ( H ) Method Simplified 0.065 60 Construction quality Semi -tight 134 7.5 Fireplaces 0 0.065 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft=-°F/Btuh WNW Btuh Btuh/h= Btuh Walls 121F-0sw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" a 126 0.065 21.0 4.36 549 1.06 134 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 80 0.065 21.0 4.36 348 1.06 85 all 206 0.065 21.0 4.36 897 1.06 219 Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 28 0.570 0 38.2 1069 34.2 957 thk; 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 183 0.020 50.0 1.34 245 1.02 187 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 1 -Ofd- wrightsoft' 2017 -Dec -11 23:20:00 Right -Suite@ Universal 2018 18.0.04 RSU18166 Page 34 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W . vyrightoft° Component Constructions Job: Date: Dec 05, 2017 UPHVAC By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Walls (none) Partitions (none) 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 ft2 Btuh/ft'-°F 4 0.020 Insul R Htg HTM Loss Clg HTM Gain ft2-°F/Btuh Btuh/ftp Btuh Btuh/fV Btuh 50.0 1.34 5 1.02 4 Bold/italic values have been manually overridden wrightsote 2017 -Dec -1123:20:00 .,..... �, Right -Suite® Universal 201818.0.04RSU18166 Page 35 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 33.7 -41.2 95 Infiltration: 28 ( H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 0 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 ft2 Btuh/ft'-°F 4 0.020 Insul R Htg HTM Loss Clg HTM Gain ft2-°F/Btuh Btuh/ftp Btuh Btuh/fV Btuh 50.0 1.34 5 1.02 4 Bold/italic values have been manually overridden wrightsote 2017 -Dec -1123:20:00 .,..... �, Right -Suite® Universal 201818.0.04RSU18166 Page 35 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 3 Component Constructions Job: c -- wrightsoft Date: Dec 05, 2017 REC By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Construction descriptions NnLijoect inTormation Area U -value Insul R For: David Mann, Mann Builders Gain thk; 6.67 ft head ht w 18 W 7139 W 32nd Avenue, Wheatridge, CO 80033 BtuhN Btuh Btuh/W Phone:8122199736 Walls 0.570 0 38.2 Email: mannbuilders@aol.com 41.3 3043 Doors Design Conditions n 27 0.065 Location: 4.36 Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 618 Design TD (°F) 67 20 Latitude: 40'N 144 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: 4.36 1365 Daily range (°F) - 28 ( H ) Method Simplified Floors Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain thk; 6.67 ft head ht w 18 W BtuhN-°F ft2-°F/Btuh BtuhN Btuh Btuh/W Btuh Walls 0.570 0 38.2 2811 41.3 3043 Doors 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 27 0.065 21.0 4.36 118 1.06 29 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 142 0.065 21.0 4.36 618 1.06 151 w 144 0.065 21.0 4.36 629 1.06 153 395 all 313 0.065 21.0 4.36 1365 1.06 333 Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 56 0.570 0 38.2 2139 34.2 1914 thk; 6.67 ft head ht w 18 0.570 0 38.2 672 64.1 1129 all 74 0.570 0 38.2 2811 41.3 3043 Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 295 0.020 50.0 1.34 395 1.02 301 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Dec -11 23:20:00 1 wrigNtaoft' .,.,..... �., Right -Suite@ Universal 2018 18.0.04 RSU1 8166 Page 36 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Component Constructions Job. wrightsofto ~ Date: Dec 05, 2017 TL By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.7 -41.2 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ftp-°F W-°F/Btuh Btuh/ft' Btuh Btuh/112 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 44 0.065 21.0 4.36 190 1.06 46 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 10 0.570 0 38.2 395 34.2 353 thk; 6.67 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 24 0.020 50.0 1.34 32 1.02 25 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden . w.rightsoflt- 2017 -Dec -1123:20:00 .,o „..... - :.� Right -Suite® Universal 2018 18.0.04 RSU18166 Page 37 AM C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W . wrightsoft Component Constructions BATH 1 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Project For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Job: ? Date: Dec 05, 2017 By: David Hardcastle Heating Cooling 70 Indoor temperature (°F) 67 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Job: ? Date: Dec 05, 2017 By: David Hardcastle Heating Cooling 70 75 67 20 30 50 33.7 -41.2 Simplified Semi -tight 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuhfft'-°F W-°F/Btuh BION Btuh Btuh/112 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" s 46 0.065 21.0 4.36 200 1.06 49 gypsum board int fnsh, 2"x6" wood firm, 16" o.c. stud Partitions (none) Windows 1 D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" s 8 0.570 0 38.2 306 34.2 273 thk; 6.67 ft head ht Doors (none) Ceilings 166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 48 0.020 50.0 1.34 64 1.02 49 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden wrighffioft' Right-Suite@Universa1201818.0.04RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 38 Basement Job #: Performed by David Hardcastle for: David Mann 7139 W 32nd Avenue Wheatridge, CO 80033 Phone:8122199736 mannbuilders@aol.com Hardcastle Mechanical Design 446 Elm Avenue Brighton, CO 80601 Phone:7204047425 davidhc002@gmail.com Scale: 1 : 98 Page 1 Right -S uite®Unive rsal 2018 18.0.04 RSU18166 2017 -Dec -11 23:20:58 ...eumann\Desktop\3044 Chase St.rup Main cfm cfm Job #: n Hardcastle Mechanical Design Scale: 1 : 98 Performed by David Hardcastle for: Page 2 David Mann 446 Elm Avenue Right -S uite®Unive rsal 2018 7139 W 32nd Avenue Brighton, CO 80601 18.0.04 RSU18166 I Wheatridge, CO 80033 Phone: 7204047425 2017 -Dec -1 1 23:20:58 Phone:8122199736 mannbuilders@aol.com davidhc002@gmail.com ...eumann\Desktop\3044 Chase St.rup Job #: Performed by David Hardcastle for: David Mann 7139 W 32nd Avenue Wheatridge, CO 80033 Phone:8122199736 mannbuilders@aol.com 14" BATH3 55 cfm CL3 .8x8 I 3'k 158 cfm }20x8 143 cfm BED3 Hardcastle Mechanical Design 446 Elm Avenue Brighton, CO 80601 Phone:7204047425 davidhc002@gmail.com Scale: 1 :98 Page 3 Right -Suite@ Universal 2018 18.0.04 RSU18166 2017 -Dec -11 23:20:58 .eumann\Desktop\3044 Chase St.rup Upper 99 cfm CL4 5 X54 cf 4 " UPSTRG B ED, UPSTRS 8 4 fm 6 1271 cfm r10x8 318 cfm 8„ - REC H\ 10 6" idQ rfm 6 Job #: Performed by David Hardcastle for: David Mann 7139 W 32nd Avenue Wheatridge, CO 80033 Phone:8122199736 mannbuilders@aol.com 14" BATH3 55 cfm CL3 .8x8 I 3'k 158 cfm }20x8 143 cfm BED3 Hardcastle Mechanical Design 446 Elm Avenue Brighton, CO 80601 Phone:7204047425 davidhc002@gmail.com Scale: 1 :98 Page 3 Right -Suite@ Universal 2018 18.0.04 RSU18166 2017 -Dec -11 23:20:58 .eumann\Desktop\3044 Chase St.rup wrightsoft Duct System Summary AM Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone: 8122199736 Email: mannbuilders@aol.com Job: Date: Dec 05, 2017 By: David Hardcastle Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.165 / 0.115 in H2O 0.165 / 0.115 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual air flow 1288 cfm 1120 cfm Total effective length (TEL) 432 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 BATH1 h 662 25 19 0.086 4.0 Ox 0 ShMt 16.0 175.0 st11 BATH2 c 1483 43 71 0.085 4.0 Ox 0 ShMt 29.0 165.0 st12 BED1 c 1323 53 63 0.083 4.0 Ox 0 ShMt 29.0 170.0 st9 BED1-A c 1323 53 63 0.086 4.0 Oxo ShMt 22.0 170.0 st11 BED1-13 c 1323 53 63 0.081 4.0 Oxo ShMt 33.0 170.0 st9 BED2 c 1758 61 84 0.082 5.0 Ox 0 ShMt 40.0 160.0 st12A BED2-A c 1758 61 84 0.075 5.0 Ox 0 ShMt 49.0 170.0 st12B CLST1 h 727 27 20 0.082 4.0 Ox 0 ShMt 30.0 170.0 st12 CRAWL -A h 3192 119 8 0.110 6.0 Ox 0 ShMt 9.0 140.0 st3A CRAWLSPACE h 4085 152 11 0.092 6.0 Ox 0 ShMt 14.0 165.0 st3 DINING h 2126 79 49 0.078 4.0 Ox 0 ShMt 31.0 180.0 st12 FOYER c 1657 56 79 0.091 4.0 Ox 0 ShMt 30.0 150.0 st12 KITCHEN c 1581 63 75 0.085 4.0 Ox 0 ShMt 29.0 165.0 st11 LDRY c 1324 48 63 0.065 4.0 Ox 0 ShMt 49.0 205.0 st10B LIVING c 1652 64 79 0.092 4.0 Ox 0 ShMt 18.0 160.0 st8 LIVING -A c 1652 64 79 0.082 4.0 Ox 0 ShMt 30.0 170.0 st10 MUD h 1871 70 36 0.081 4.0 Ox 0 ShMt 33.0 170.0 st10 MUD -A h 1871 70 36 0.070 4.0 Ox 0 ShMt 44.0 190.0 st10A OFFICE c 1249 51 59 0.077 4.0 Ox 0 ShMt 39.0 175.0 st12A OFFICE -A c 1249 51 59 0.082 4.0 Ox 0 ShMt 40.0 160.0 st12 TL h 709 26 22 0.083 4.0 Ox 0 ShMt 24.0 175.0 st12 Bold/italic values have been manually overridden wHghtsoft' Right -Suite@ Universal 2018 18.0.04 RSU1 8166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 1 49 I Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (Cf m) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st3A Peak AVF 119 8 0.110 873 5.0 0 x 0 ShtMetl st3 st3 Peak AVF 271 19 0.092 777 8.0 0 x 0 ShtMetl 0.076 st12 Peak AVF 454 526 0.075 758 11.5 10 x 10 ShtMetl st4 st12A Peak AVF 172 227 0.075 849 7.0 0 x 0 ShtMetl st12 st9 Peak AVF 106 126 0.081 924 5.0 0 x 0 ShtMetl st8 st4 Peak AVF 1017 1101 0.065 721 15.6 10 x 22 ShtMetl st8 Peak AVF 422 417 0.065 759 10.9 8 x 10 ShtMetl st11 st11 Peak AVF 563 575 0.065 828 12.2 10 x 10 ShtMetl st4 st12B Peak AVF 61 84 0.075 614 5.0 0 x 0 ShtMetl st12A st10B Peak AVF 48 63 0.065 722 4.0 0 x 0 ShtMetl st10A st10A Peak AVF 118 99 0.065 866 5.0 0 x 0 ShtMetl st10 st10 Peak AVF 252 213 0.065 721 8.0 0 x 0 ShtMetl st8 I Return Branch Detail Table Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (Cf m) (Cf M) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb7 12x 12 316 249 151.0 0.076 569 9.5 8x 10 412 ShMt rt3A rb5 12x 8 198 192 106.0 0.109 569 8.0 Ox 0 654 ShMt 10 x 24 rb1 16x 17 578 516 108.0 0.107 650 11.1 8x 16 ShMt rt3 rb6 12x 8 195 164 178.0 0.065 559 8.0 Ox 0 ShMt rt3B Return Trunk Detail Table Bold/italic values have been manually overridden wrlightsoft^ '�.......••,....-.. Rig ht -Su ite®Universal201818.0.04RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cf M) (Cf M) FR (fpm) (in) (in) Material Trunk rt3B Peak AVF 195 164 0.065 879 8.2 8 x 4 ShtMetl rt3A rt3A Peak AVF 511 412 0.065 657 11.7 8 x 14 ShtMetl rt3 rt3 Peak AVF 1089 928 0.065 654 15.5 10 x 24 ShtMetl Bold/italic values have been manually overridden wrlightsoft^ '�.......••,....-.. Rig ht -Su ite®Universal201818.0.04RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 2 wrightsoft. Duct System Summary AH2 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.130 / 0.150 in H2O 0.068 in/100ft 555 cfm 412 ft Job: Date: Dec 05, 2017 By: David Hardcastle Cooling 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.130 / 0.150 in H2O 0.068 in/100ft 747 cfm 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 BATHS h 1671 55 32 0.075 4.0 Ox 0 ShMt 23.0 150.0 st2 BEDS c 1339 62 79 0.072 4.0 Ox 0 ShMt 11.0 170.0 st1 BED3-A c 1339 62 79 0.084 4.0 Ox 0 ShMt 19.0 135.0 st1 BED4 c 1682 90 99 0.073 5.0 Ox 0 ShMt 19.0 160.0 st2A REC c 2428 78 143 0.070 6.0 Ox 0 ShMt 25.0 160.0 st2 REC-A c 2428 78 143 0.073 6.0 Ox 0 ShMt 8.0 170.0 st1 REC-B c 2428 78 143 0.083 6.0 Ox 0 ShMt 21.0 135.0 sti UPSTRG h 1614 54 29 0.068 4.0 Ox 0 ShMt 31.0 160.0 st2A Supply Trunk Detail Table Bold/italic values have been manually overridden wr ghtsoft- ..,, ,.., Right-Suite®Universal201818.0.04 RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 279 444 0.072 800 10.9 8 x 10 ShtMetl st2 Peak AVF 276 303 0.068 681 9.5 8 x 8 ShtMetl st2A Peak AVF 143 128 0.068 729 6.0 0 x 0 ShtMetl st2 Bold/italic values have been manually overridden wr ghtsoft- ..,, ,.., Right-Suite®Universal201818.0.04 RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 3 Return Branch Detail Table Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (Cf M) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 16x 9 211 318 88.0 0.171 572 8.1 8x 10 747 ShMt rt1 rb3 10x 13 221 271 221.0 0.068 610 9.1 8x 8 ShMt rt1A rb4 10x 7 124 158 98.0 0.153 591 7.0 Ox 0 ShMt rt1 Return Trunk Detail Table wrightsoft- Right-Suite® Universal 2018 18.0.04 RSU18166 ++ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 4 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk r11A Peak AVF 221 271 0.068 610 9.1 8 x 8 ShtMetl rt1 rt1 Peak AVF 555 747 0.068 672 13.3 8 x 20 ShtMetl wrightsoft- Right-Suite® Universal 2018 18.0.04 RSU18166 ++ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 4 wrightsoft' Duct system multi orientation report AM Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com Job: Date: Dec 05, 2017 By: David Hardcastle EM For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Group 1: (N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: (S) Group 6: (SW) Group 7: (W) Group 8: (NW) Duct Name N NE E SE Reg CFM eg Size Puct Size:leg CFM Reg Size uct Size leg CFM reg Size 11 uct Size Peg CFM leg Size uct Size Supply Branches BATH1 25 h 410 4 25 c 410 4 33 c 410 4 25 h 410 4 BATH2 71 c 410 4 58 c 410 4 43 h 410 4 47 c 410 4 BED1 63 c 410 4 57 c 410 4 53 h 410 4 60 c 4x10 4 BED1-A 63 c 410 4 57 c 410 1 4 53 h 410 4 60 c 410 4 BED1-B 63 c 410 1 4 57 c 410 4 53 h 410 4 1 60 c 410 4 BED2 84 c 4x10 5 85 c 410 5 69 c 1 410 4 68 c 410 4 BED2-A 84 c 410 5 85 c 410 5 69 c 410 4 68 c 410 4 LST1 27 h 410 4 27 h 410 4 33 c 410 4 27 h 410 4 RAWL-A 119 h 6x10 6 119h 6x10 6 119h 6x10 6 119h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 DINING 79 h 410 4 132 c 410 6 222 c 410 8 1 158 c 410 1 6 FOYER 79 c 410 4 66 c 410 4 56 h 410 4 56 h 4x10 4 KITCHEN 75 c I 2x12 4 89 c 2x12 5 112 c 2x12 5 92 c 2x12 5 LDRY 63 c 410 4 51 c 410 4 48 h 410 4 58 c 410 4 LIVING 79 c 410 4 64 h 4x10 4 64 h 4x10 4 73 c 4x10 4 LIVING -A 79 c 410 4 64 h 4x10 4 64 h 4x10 4 73 c 4x10 4 MUD 70 h 410 4 70 h 4x10 4 70 h 4x10 4 70 h 4x10 4 MUD -A 70 h I 4x10 4 70 h 410 4 70 h 4x10 4 70 h 4x10 4 OFFICE 59 c 410 4 52 c 4x10 4 51 h 4x10 4 51 h 4x10 4 OFFICE -A 59 c 410 4 52 c 4x10 4 51 h 410 4 51 h 4x10 1 4 L 26 h 410 4 30 c 4x10 1 4 40 c 4x10 4 26 h 4x10 4 Supply Trunks t3A 119h 5 119h 5 119h 5 119h 5 t3271 h 8 271 h 8 271 h 8 271 h 8 W2 526 c 10x10 587 c 12x10 618 c 12x10 536 c 10x10 3t -12A 227 c 7 289 c 8 284 c 8 239 c 7 t9 126 c 5 113c 1 5 106 h 5 1 120 c 5 t4 1101 C 22x10 1101 c 22x10 1099 c 22x10 1101 c 22x10 t8 422 h 10x8 422 h 10x8 422 h 10x8 422 h 10x8 W 1 575 c 10x10 563 h 10x10 563 h 10x10 566 c 10x10 t12B 84 c 5 85 c 5 139 c 5 68 c 5 t10B 63 c 4 51 c 4 48 h 4 58 c 4 t10A 118h 5 118h 5 118h 5 118h 5 t10 252 h 8 252 h 1 8 252 h 8 252 h 8 Return Branches rb7 316 h 12x12 10x8 316 h 12x12 10x8 316 h 12x12 10x8 316 h 12x12 10x8 rb5 198 h 12x8 8 198 h 12x8 8 198 h 12x8 8 198 h 12x8 8 rb1 578 h 20x16 16x8 578 h 20x16 16x8 608 c 20x16 16x8 600 c 20x16 16x8 rb6 195 h 14x8 8 1 195 h 14x8 8 1 195 h 1 148 8 195 h 14x8 8 Return Trunks 1 wHghtsoft- 2017 -Dec -11 23:20:00 +`Right-Su ite@ U niversal 2018 18.0.04 RSU18166 Page 1 !� Z. C:\User /9Crt.+lt s\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 13B 195 h 4x8 195 h 4x8 195 h 48 195 h 4x8 13A 511 h 14x8 511 h 14x8 511 h 14x8 511 h 148 13 1089 24x10 1089 24x10 1089 h 24x10 1089 24x10 nc 'on Rates Heating FR 0.065 0.065 0.065 0.065 lCooling FR 1 0.065 0.065 0.065 0.065 - -i'- wrightsol°t- Rig ht -Su ite@) U niversal2018 18.0.04 RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 2 For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Duct Name S SW W NW Reg CFM eg Size PuctSize legCFM eg Size IDuctSize eg CFM regSize uct Size RegCFM leg Size uct Size Supply Branches BATH1 25 h 4x10 4 25 c 4x10 4 41 c 4x10 4 31 c 4x10 4 BATH2 52 c 4x10 4 43 h 4x10 4 43 h 4x10 4 49 c 4x10 4 BED1 76 c 4x10 4 76 c 4x10 4 61 c 4x10 4 64 c 4x10 4 BED1-A 76 c 4x10 4 76 c 4x10 4 61 c 4x10 4 64 c 4x10 4 BED1-B 76 c 4x10 1 4 76 c 4x10 1 4 61 c 4x10 4 64 c 4x10 1 4 BED2 65 c 4x10 4 61 h 4x10 4 61 h I 4x10 4 66 c 4x10 4 BED2-A 65 c 4x10 4 61 h 4x10 4 61 h 4x10 4 66 c 4x10 4 LST1 27 h 4x10 4 27 h 4x10 4 42 c 4x10 4 31 c 4x10 4 BAWL -A 119 h 6x10 6 119h 6x10 6 119 h 6x10 6 119h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 DINING 86 c 4x10 5 124 c 410 6 167 c 4x10 7 98 c 4x10 5 FOYER 60 c 4x10 4 56 h 4x10 4 56 h 4x10 4 57 c 4x10 4 KITCHEN 78 c 2x12 4 85 c 2x12 5 102 c 2x12 5 84 c 2x12 5 LDRY 70 c 4x10 4 62 c 4x10 4 55 c 4x10 4 59 c 4x10 4 LIVING 93 c 4x10 5 80 c 4x10 1 4 65 c 4x10 4 72 c 4x10 4 LIVING -A 93 c 4x10 5 80 c 4x10 4 65 c 4x10 4 72 c 4x10 4 MUD 70 h 4x10 4 70 h 410 4 70 h 4x10 4 1 70 h 4x10 4 MUD -A 70 h 4x10 4 70 h 4x10 4 70 h 4x10 4 70 h 4x10 4 OFFICE 51 h 4x10 4 51 h 4x10 4 51 h 4x10 4 62 c 4x10 4 OFFICE -A 51 h 4x10 4 51 h 4x10 4 51 h 4x10 4 62 c 4x10 4 L Supplv Trunks 26 h 4x10 4 30 c 4x10 4 50 c 4x10 4 37 c 4x10 4 t3A 119h 5 119h 5 119h 1 5 119h 5 t3 271 h 8 271 h 8 271 h 8 271 h 8 t12 454 h 8x10 462 c I 8x10 525 c 10x10 528 c 10x10 t12A 173 c 6 228 h 7 279 h 8 251 c 8 A9 152 c 6 153 c 6 122 c 5 127 c 5 t4 1102 c 22x10 1102 c 22x10 1099 c 22x10 1101 c 22x10 t8 496 c 12x8 453 c 10x8 422 h 10x8 1 422 h 10x8 t11 662 c 12x10 640 c 12x10 574 c 10x1OI 572 c 10x10 t12B 65 c 5 61 h 5 121 h 5 66 c 5 t10B 70 c 4 62 c 4 55 c 4 59 c 4 t10A 118h 5 118h 5 118h 5 118h 5 t10 252 h 8 252 h 8 252 h 8 252 h 8 Return Branches rb7 316 h 12x12l 10x8 316 h 12x12 10x8 316 h 12x12 10x8 316 h 12x12 10x8 rb5 231 c 12x8 8 232 c 12x8 8 198 h 12x8 8 198 h 12x8 8 rb1 583 c 20x16 16x8 580 c 20x16 1 16x8 593 c 20x16 16x8 578 h 20x16 16x8 rb6 195 h 14x8 8 195 h 14x8 8 195 c I 14x8 8 195 h 14x8 8 Return Trunks rt3B 195 h 4x8 195 h 4x8 195 c 4x8 195 h 4x8 rt3A 511 h 14x8 511 h 14x8 511 h 14x8 511 h 14x8 13 1089 h 24x10 1089 24x10 1089 24x10 1089 24x10 Friction Rates Heating FR 0.065 1 0.065 0.065 0.065 Dooling FR 0.065 = 0.065 0.065 0.065 wrigh Rig ht-Suite@Universal 201818.0.04 RSU18166 )m C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 3 For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone: 8122199736 Email: mannbuilders@aol.com Duct Name Largest Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size Supply Branches BATH1 41 c 4x10 4 25 h 4x10 4 BATH2 71 c 4x10 4 43 h 4x10 4 BED1 76 c 4x10 4 53 h 4x10 4 BED1-A 76 c 4x10 4 53 h 4x10 4 BED1-B 76 c 4x10 4 53 h 4x10 4 BED2 85 c 4x10 5 61 h 4x10 4 BED2-A 85 c 4x10 5 61 h 4x10 4 LST1 42 c 4x10 4 27 h 4x10 4 BAWL -A 119 h 6x10 6 119 h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 DINING 222 c 4x10 8 79 h 4x10 4 FOYER 79 c 4x10 4 56 h 4x10 4 KITCHEN 112 c 2x12 5 75 c 2x12 4 LDRY 70 c 4x10 4 48 h 4x10 4 LIVING 93 c 4x10 5 64 h 4x10 4 LIVING -A 93 c 4x10 5 64 h 4x10 4 MUD 70 h 4x10 4 70 h 4x10 4 MUD -A 70 h 4x10 4 70 h 4x10 4 OFFICE 62 c 4x10 4 51 h 4x10 4 OFFICE -A 62 c 4x10 4 51 h 4x10 4 L 50 c 4x10 4 26 h 4x10 4 Supply Trunks t3A 119h 5 119h 5 t3 271 h 8 271 h 8 t12 618 c 12x10 454 h 8x10 t12A 289 c 8 173 c 6 t9 153 c 6 106 h 5 t4 1102 c 22x10 1099 c 22x10 t8 496 c 12x8 422 h 10x8 t11 662 c 12x10 563 h 10x10 t12B 139 c 5 61 h 5 t10B 70 c 4 48 h 4 t10A 118h 5 118h 5 t10 252 h 8 252 h 8 Return Branches rb7 316 h 12x12 10x8 316 h 12x12 10x8 rb5 232 c 12x8 8 198 h 12x8 8 rb1 608 c 20x16 16x8 578 h 20x16 16x8 rb6 195 h 14x8 8 195 h 14x8 8 Return Trunks rt3B 195 h 4x8 195 h 4x8 rt3A 511 h 14x8 511 h 14x8 rt3 11089 h I 24x10 1089 h 24x10 Friction Rates Heating FR D.065 0.065 Cooling FR D.065 0.065 i - wrigh#softV ..,..,, Right -Suite@ Universa12018 18.0.04 RSU18166 ! C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 4 - wrightsoft- Duct system multi orientation report AH2 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmaii.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone: 8122199736 Email: mannbuilders@aol.com Job: Date: Dec 05, 2017 By: David Hardcastle Group 1: ( N) Group 2: (NE, SW) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: ( W) Group 7: (NW) Duct Name N NE E SE Reg CFM eg Size Duct Size leg CFM leg Size DuctSize legCFIVI regSi,, uct Size regCFM I leg Size Puct Size Supply Branches BATH1 25 h 4x10 4 25 c 410 4 33 c 410 4 25 h 410 4 BATH2 71 c 410 4 58 c 410 4 43 h 410 4 47 c 410 4 BED1 63 c 410 4 57 c 410 1 4 53 h 410 4 60 c 410 4 BED1-A 63 c 410 4 57 c 410 4 53 h 410 4 60 c 410 4 BED1-B 63 c 4x10 4 57 c 410 4 53 h 1 410 4 1 60 c 410 1 4 BED2 84 c 410 5 85 c 410 5 69 c 410 4 68 c 410 4 BED2-A 84 c 410 5 85 c 410 5 69 c 4x10 4 68 c 410 4 LST1 27 h 410 4 27 h 410 4 33 c 410 4 27 h 410 4 BAWL -A 119h 6x10 6 119 h 6x10 6 119h 6x10 6 119 h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 DINING 79 h 410 4 132 c 410 6 222 c 1 410 8 1 158 c 410 6 FOYER 79 c 410 4 66 c 410 4 56 h 410 4 56 h 410 4 KITCHEN 75 c 2x12 4 89 c 2x12 5 112 c 2x12 5 92 c 2x12 5 LDRY 63 c 410 4 51 c 410 4 48 h 410 4 58 c 410 4 LIVING 79 c 410 4 64 h 410 4 64 h 410 4 73 c 410 4 LIVING -A 79 c 410 4 64 h 410 4 64 h 410 4 73 c 410 4 MUD 70 h 410 4 70 h 410 4 70 h 1 410 4 1 70 h 410 4 MUD -A 70 h 410 4 70 h 410 4 70 h 410 4 70 h 410 1 4 OFFICE 59 c 410 4 52 c 410 4 51 h 410 4 51 h 410 4 OFFICE -A 59 c 410 4 52 c 410 4 51 h 410 4 51 h 410 4 L 26 h 410 4 30 c 410 4 40 c 410 4 26 h 410 4 Supply Trunks wrightsaft- 2017 -Dec -11 23:20:00 ." . Rig ht -Su ite® U niversal 2018 18.0.04 RSU18166 Page 5 �+�+ C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Project Information For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com Duct Name S SW W NW Reg CFM eg Size Duct Size eg CFM qeg Size Duct Size eg CFM eg Size Duct Size I Reg CFM eg Size I Duct Size Supply Branches BATH1 25 h 4x10 4 25 c 4x10 4 41 c 4x10 4 31 c 410 4 BATH2 52 c 410 4 43 h 410 4 43 h 410 4 49 c 410 4 BED1 76 c 410 4 76 c 410 4 61 c 410 4 64 c 4x10 4 BED1-A 76 c 410 4 76 c 410 4 61 c 4x10 4 1 64 c 410 1 4 BED1-B 76 c 410 4 76 c 410 4 61 c 1 410 4 1 64 c 410 4 BED2 65 c 410 4 61 h 410 4 61 h 410 4 66 C 410 4 BED2-A 65 c 410 4 61 h 410 4 61 h 410 4 66 c 410 4 LST1 27 h 410 4 27 h 410 4 42 c 410 4 31 c 410 4 BAWL -A 119h 6x10 6 119h 6x10 6 119h 6x10 6 119h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 152 h 6x10 6 152 h 6x10 1 6 DINING 86 c 410 5 124 c 410 6 167 c 4x10 7 98 c 410 1 5 FOYER 60 c 4x10 4 56h 410 4 56 h 410 4 57 c 410 4 KITCHEN 78 c 2x12 4 85 c 2x12 5 102 C 2x12 5 1 84 c 2x12 5 LDRY 70 c 410 4 62 c 410 4 55 c 410 4 1 59 C 410 4 LIVING 93 c 410 5 80 c 410 4 65 c 410 4 72 c 410 4 LIVING -A 93 c 410 5 80 c 410 4 65 c 410 4 72 c 410 4 MUD 70 h 410 4 70 h 1 410 4 70 h 410 4 70 h 410 4 MUD -A 70 h 4x10 4 70 h 410 4 70 h 410 4 70 h 410 4 FFICE 51 h 410 4 51 h 410 1 4 51 h 410 4 62 c 410 4 FFICE-A 51 h 410 4 51 h 410 4 51 h 410 4 62 c 410 4 L 26 h 410 4 30 c 410 4 50 c 410 4 37 c 410 4 upply Trunks 1 wrigihtsof'�' Ri9 ht-Suite® Universal 2018 18.0.04 RSU1 8166 �.y �—e<-vA + C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:00 Page 6 For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com uct Name Lar est Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size 3upply Branches 3ATH1 41 c 4x10 4 25 h 4x10 4 3ATH2 71 c 410 4 43 h 410 4 BED1 76 c 410 4 53 h 410 4 BED1-A 76 c 410 4 53 h 410 4 BED1-B 76 c 410 4 53 h 410 4 BED2 85 c 410 5 61 h 410 4 BED2-A 85 c 410 5 61 h 410 4 LST1 42 c 410 4 27 h 410 4 BAWL -A 119 h 6x10 6 119 h 6x10 6 RAWLSPACE 152 h 6x10 6 152 h 6x10 6 DINING 222 c 410 8 79 h 410 4 FOYER 79 c 410 4 56 h 410 4 KITCHEN 112c 2x12 5 75 c 2x12 4 LDRY 70 c 4x10 4 48 h 410 4 LIVING 93 c 410 5 64 h 410 4 LIVING -A 93 c 410 5 64 h 410 4 MUD 70 h 410 4 70 h 410 4 MUD -A 70 h 410 4 70 h 410 4 OFFICE 62 c 410 4 51 h 410 4 OFFICE -A 62 c 1 410 4 51 h 410 4 L 50 c 410 4 26 h 410 4 Supply Trunks wrights --- 2017 -Dec -11 23:20:00 ��. Right -Suite@ Universal 2018 18.0.04 RSU18166 Pagel C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Static Pressure and Friction Rate Job: wrightsoft� Date: Dec 05, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc0020gmail.com Project• • For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressure losses Cooling (in/100ft) Coil 0.18 0.1E Heat exchanger 0 0 Supply diffusers 0.03 0.01 Return grilles 0.03 0.01 Filter 0.08 0.0E Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.28 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 13 2 Measured length of trunk 36 31 Equivalent length of fittings 205 145 Total length 254 178 Total effective length 432 I Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.065 OK 0.065 OK Return Ducts 0.065 OK 0.065 OK Supply 4G=80, 8AF=15, 12J1=10, 2K0=50, 12J1=10, 9L=20, 1P=20: TotalEL=205 Return 6M=20, 10B=10, 10B=10, 12F1=20, 10B=10, 12F1=20, 5D=40, 8AF=15: TotalEL=145 -�- wrights--WIV 2017 -Dec -11 23:20:03 Rig ht -Su ite® U niversal 2018 18.0.04 RSU18166 Page 1 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W Static Pressure and Friction Rate Job: - wrightsoft� Date: Dec 05, 2017 !-1 ay; DDavidHa�d+casVe A4 4 Hardcastle Mechanical Design 446 Elm Avenue, Brighton, CO 80601 Phone: 7204047425 Email: davidhc002@gmail.com For: David Mann, Mann Builders 7139 W 32nd Avenue, Wheatridge, CO 80033 Phone:8122199736 Email: mannbuilders@aol.com -*— wrightsoft- ......,......., Rig ht-SuiteC�Universal 201818.0.04RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:03 Page 2 Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressure losses Coil 0.18 0.1E Heat exchanger 0 0 Supply diffusers 0.03 0.01 Return grilles 0.03 0.0: Filter 0.08 0.0E Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.28 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 14 5 Measured length of trunk 17 6 Equivalent length of fittings 160 210 Total length 191 221 Total effective length 412 FrictionRate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.068 OK 0.068 OK Return Ducts 0.068 OK 0.068 OK Fitting Equivalent LengthDetails Supply 4G=80, 2K0=50, 12J1=10, 1 P=20: TotalEL=160 Return 6M=20, 6B6=110, 12H1=20, 6AA=10, 5A=40, 6AA=10: TotalEL=210 -*— wrightsoft- ......,......., Rig ht-SuiteC�Universal 201818.0.04RSU18166 C:\Users\Neumann\Desktop\3044 Chase St.rup Calc = MJ8 Front Door faces: W 2017 -Dec -11 23:20:03 Page 2 5266.03 1 I I I I x I QI I I— W LUi H 111 I 5264.15' LU ? U1 I t appear to ce< this Swale from Gont to 5265.95' fires nm appear to ce cnoogh grade 1 This Swale from front to b,A (0.21'). PW Jr X, 5KALE 1J. ---- ----- ---------- - - - - -- - - - - -------------------------- r- ------------------------------ -- ----------------- -----------1 II II e., I ry n I a I I Direct 1 dowly I aonht soil, W Conn r 9 I - 1I __ 1 I 1 I------------- JJ j jI II �1 II II I 5265.82' -X r EnsEr�+r I� III I 1 II 1 II i I� �p iud IJII hoose and gemge to ry� II 1 j dnituge pattern i0om v I " o I ilhredo water law. i -11ry depres — o, �I O ARAO E I II I I CONTIN OU RIDGE VENT II I t II I e I DWELLING n� 1 1 I I I I I I I ay 111 I Q I� II II I II III I W 1 II MAIN FLOOR FFE 5266AT II IL h II II II =� it l II ry lrl -Tr--- -_ -_Ju I1 I 1I 41 j I ABANDON Bx1snNG sEaV:cE I I r I I 1 REMOVE EXISIT AI D CURB STOP I I 1 I i I 1 II �I ' I RONT 4 -- PC Z411 I I I �. STEPS I INro MACK n L--------------------- L I - PT, I I -- --- --7 I FRONT SETBACK _ ...- —�- . I PROPOSED �• SERVICE WITH FEhI METH2 PIT AND CURB STOP I I IL---------__-- -- _----_____ I= I HOME DRAW SHE, i II a� I b � - — - — - — - — - — �5 63.50' ----- - ermlt snail be rcquued ror y work within the public ROW. an Contact Public Works x1303-�35-2860. SITE PLAN AND ROOF PLAN I' NO�TH 1/4" = -O" ZONIN& ANAL -0515, R -IC ZONE LOT 6,650 SF 50'-0' LOT WIDTH MAX LOT COVERAGE 40%, 21660 SCd1ARE FEET D1,41ELLIN6, CONDITIONED AREA. 003 SQUARE FEET 6ARA&E (22X22): 484 SQUARE FEET COVERED FRONT PORCH: 371 SQUARE FEET COVERED REAR PORCH,234 SQUARE FEET TOTAL LOT COVERAGE: 2656 5OUARE FEET (39.96%) AVERAGE 6RADE CALCULATION: 5264.75' 5262.70' 5263.04' 5264.11' AVERAGE II I I DGEVENT I I I II II I ! I I L_ _-------------------� == I 5262.10' I J in I II II I � j II II I I � II i IL_ it �r---------- , I I I I NEW TAP ®SEI�R IN II li- _.._.._._. _____. _. _ _ — — — — — _ _ — ——..—._. ___ _._.._.—.._.._.._�4- SCHEDULE 405EWER-- — — — — — — — — — 1 - - II II ' II II _ I II II � I ZZ -------------J I I I 2-4' GL 5 Z I ,� II v I I �- II PROJECT SHALL BE BUILT TORS I I HOME DRAW SHE, i II DESIGNER: KEVIN WYTRYKUSZ 7a� 17 RLMSED: VENDORS. SUPPLIES ETC. a II ,MANN 3BUILLDERSE. d z j ,NESE ALL LOCAL ROES.OF, Q 80211 (303) 3 9 -4041 W � PH, 612-219-4736 A BUILD UP ELEV I ,SHALE TO 5263.9' FOR sruLE DRAINAGE\_j LE .AM I j LEGEND PROPERTY OR ZONE LOT LIFE ------- SPOT EJ-EVAT10N5 AT oRIGINAL 6RADE EXTERIOR BUILDING FOOTPRINT_ ROOF LINE OR OVERHANG LIFE PATIO PROPOSE V1,40012 PENCE - O-� AIR CONDITIONING CONDENSER ON 30-X30' PAD ilwc 11 FFE - FINISHED FLOOR ELEVATION 001,45FOIIT AND 3'-0' EXTENSION C== 1) Direct roof drain downspouts in the directions indicated herein to protect adjacent properties from storanun water roff. 2) A Grading Certification Letter accompanied with an ILC map w/ spot elevations shall be required prior to C.O. to ensure proper site grading. u1WI EAR, R 1 0' 1 /Existing Ground Proposed Grade Longitudinal slope shall be a min 1%. SWALE DETAIL A -A No SsaLO 5263.10' CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: ODRAINAGE 0 SIDEWALK ❑ CURB 6 GUTTER O STREET JKMISCELLANEOUS O PUT TEU COMMENT SIPN. SFR APPROVED wi,h Comm.nb IL NGINEE DATE SUBJECT TO FIELD INSPECTIONS GENERAL GON5TRUGTION NOTES CITY OF WHEAT RIDGE PUBLIC VMRKS DATE_ 1/3/2017 RECEIVED 12/19/2017 1st Submittal FOUNDATION DIMENSIONS ARE FROM OUTSIDE OF POURED CONCRETE HALL TO OUTSIDE OF POURED CONCRETE HALL UNLESS OTHEPH15E NOTED. ABOVE 6RADE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD UNLESS OTHERWISE NOTED. MINIMUM HEADROOM CLEARANCE IN EACH STAIRWAY 15 6-8". TOP OF HANDRAILS 15 TO BE 36" - 36" ABOVE THE 1,1051146 OF THE TREADS. BALLUSTERS SHALL NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH. PROVIDE AT LEAST ONE EMERGENCY E50 -APE HINDOH IN ALL 5LEEPIN6 AREAS TO GONFORM TO ALL BUILDING GODE5. i .,.,i;t.,.i+ s_�.;. ) c, "F.. .. .�< t`8�y, a 1 _ wJL 7,• 'fit! �.��� ,Y iw`+. Ps_ a ..app >• s,'; ♦ y�� tj.e�ll,�.. r PROJECT SHALL BE BUILT TORS SULLIVAN - FORDI CUSTOM HOME ewAN SULLIVANAND DITM HOME DRAW SHE, C SUBCONTRACTORS, APPLICANT AND CONTRACTOR, DESIGNER: KEVIN WYTRYKUSZ 7a� 17 RLMSED: VENDORS. SUPPLIES ETC. 3044 GHAS� STREET ,MANN 3BUILLDERSE. 3601 W.41.t AVE. JOB, ,NESE ALL LOCAL ROES.OF, WHEAT RIDGE, COGD 60033 80211 (303) 3 9 -4041 PH, 612-219-4736 i .,.,i;t.,.i+ s_�.;. ) c, "F.. .. .�< t`8�y, a 1 _ wJL 7,• 'fit! �.��� ,Y iw`+. Ps_ a ..app >• s,'; ♦ y�� tj.e�ll,�.. r City of Wheat Ridge Residential Demoliti PERMIT - 201704827 PERMIT NO: 201704827 ISSUED: 07/26/2017 JOB ADDRESS: 3044 Chase ST EXPIRES: 07/26/2018 JOB DESCRIPTION: Total demolition of existing house - State Permit No. 17JE3286D *** CONTACTS *** OWNER (812)219-9736 ADKINS KRISTIN MICHELLE SUB (303)467-3366 Dave Stefanich 080140 All Demolition Excavation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,000.00 FEES A I D Total Valuation 0.00 Demolition Fee 50.00 * * TOTAL * * 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures 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 andspecific 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 f eld 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 KidLyc Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perrnits(cuci.wheatridge.c©.us FOR OFFICE USE ONLY Date: Plan/Permit # x o v � J 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: Property Owner (please print): J Sin P_A P_11e l k�j ?hone: 87lo? - F7 3� Property Owner Email: Mailing Address: (if different than property address) Address: I-)af l �, City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: � / I "o J /1 �� (� �� 5 , 'e-14 Contractors City License #: D 0 � � 0 Phone: (� 3-1%� , ` 3 3 a 6 Contractor E-mail Address: 3 0U (Alk�� Sub Contractors: Electrical:N�A Plumbing: „ / /� Mechanical: W.R. City License # W.R. City License # (VW.R. City License.4 Other City Licensed Sub: Other City Licensed Sub: City License # / / City License # /VX Complete all information on BOTH sides of this form ❑ COMMERCIAL V_ 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 SYSTE APPLIANCE, REPAIR or REPLACEMENT [. OTHER (Describe) _ �Q.✓v,,r� l" 11' D -- (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 material to be used, etc.) i�`& L im0 1,�.�� ( �,��S�'�( %bw5-e Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: ((contract value or the cost of all materials and labor included in the entire project) ( , C)OV o-/ 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the applicat CIRCLE ONE: (OWNER) (CONTRACTOR) or:AUTIIORIZED REPRESENTATI of (OWNER) CONTRACTOR) Electronic Signature (first and last name): ( / ✓1 ILI' J -if DATE: 2 Zil ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 — Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8. Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil' at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 6/26/2017. The actual scheduled work dates are from 6/26/2017 through 7/26/2017. Approval issued on: 6/6/2017 Record number: 128077 Notice Number: 17JE3286D For the location specified below: SFRD 3044 Chase St. Wheatridge Jefferson Countv This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 46039 Asbestos Building Inspector: Cathy Naccarato Cerification No.: 17528 Inspection Date: 05/15/2017 Issued : CLB COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 15055 1/23/03 Property Owner: SALLY BRUNS Property Address: 3044 CHASE ST Contractor License No.: 19544 Company: Standard Lumber & Hardware Co. Phone: 303-233-3740 Phone: 433 7301 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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. Total: $1,475.00 $69.25 $0,00 $17.70 $86.95 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: 6' WOOD PRIVACY FENCE IN REAR OF PROPERTY. BUILDING DEPARTMENT USE ONLY iiillll'.!iillll'___ ~~~~ Approval: Zoning: SIC: Sq. Ft.: ~ Approval: OKlMLC ........ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned fOf a period of 120 days. (3) If this pennit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numbel BU!LDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No, ' Company: o //. . -::J~c.-.:.-7' ,e.eUAJ7 60","</ Ch'.Lis;f. ~ Iq5~4 5,1-(1No.4(1-;(/ k/LJC-E C ' Phone,;233 -37"76 Phone, 5/3:37301 OINNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee' /i/7S,6'~) vi, ~<,- I he;eby certify th:l( the setback distances proposed by this permit application are accurate, and d<) not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or co\'enants, easements or restrictions of record; that all measurements shown, and allegations made are accurati~: that I have read and agree to abide by all conditions printed on this application and It at I assume full responsibility for compliance With the Wheat Ridge BUilding ,L COele \U Be) an 1 all other applicable Wheat Idge ordmances, or wo under thiS permit ,-'" 'ERJ(CDNT '.ACTOR) SIGNEJ2 DATE /;70...6/ , Plan Review Fee: Use Tax' Total J 7, 70 f! c, o?'tJ_---.! Descrlplion, ..,...-....' . J~.., ...,. ~ /, '" /J / Lf' A /! ""'/ /l /) /' 0- .-v,,-~ /:? <-v""dtJ /~/-'A"y r-;"./U>LT> /..1/ C),k-..e. /11"''''''6 ./,IJ.'-">- / Ut3(...t)P"",,, (,.,o:if{ BUILDING DEPARTMENT USE ONLY ZOl1ln!l;porrtlnenlS~ Approval: NU.C Zoning · R \ '<!.. B u i I d ingi.CorrflfilH\ts:l Approval: ~ bli<:a.W:O-mil1"!,>cmftimitsll Approval: SIC: Sq Ft. ' Electrical License No : Company' Plumbing License No : Company: Mechanical Lice Company: Occupancy. Walls: Roof: Stories: Expiration Date' Approval: F;1I ~el3.n.slJ~eCfQlr.e~mI Expiration Date: Approval: III!II l!llaM:mllJlu!r.~J1_ Expiration Dale: Approval: !!II llgl~l)slf.ilfcttll(ell~~1 (1) This permit '.'Ias issued in accordance with the provisions set forth in yopur application and is sublect to lhe laws of. the Slale or Colorado and to the Zoning Regulations and Building Code of VVheal Rid~e, Colorado or any other applicable ordinances 01 the City. Tnls permil ~,ha!i expire If (A) the work authonzed is not commenced wlthm SIXty (GO) days from issue dale or (8) the building authorized is suspended or abandoned br a periOd of 120 days. Ir (hiS perml! expIres, a new perml! may be acquired for a fee of one.half the amount normally required. provided no Changes have been or will be made In the anginal plan~ and specifications and any suspension or abandonment has not exceeded one (I) year. If changes are made or It suspension or abandonmBr: ex~eeds one (1) year, ful! fees shall be paid for a new permit. No work of <lny manner shall be done that will change the natural now of waler causing a drainage problem Contractor s:\all notify the Building Inspector twenty-four (24) hours in advance tor all Inspections and shail recejye wriUen approval on inspection card b~fo(e prl'ceeOllng-vlth successl....e phases 0 the lob, Ih() issuanc'~ of a permit or the approYal 0 drawings and specifications shall not be construed 10 b~ a parmi! tor, nor an approyal or, any yiolatlon of Ine ~:(OVISIOns 01 :he bUlidln] codes or any other ordinance, law, rule or regulation. (21 (31 ( .~ ) (5) (6) Chief BUilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION I j , , :i E~CEPTION ~ ' THE REAR B' I 1 . 125' ~ 11 ! 'In ~ , ~ t , :1 IU' i , #.3044. ~ &3 I ~ >, jfi'p ~ 1 STORY ':) - j UDVEABlt I~, N fRAME RES.N 0 , 1.0 ~""' ~ ~ I SHEDS ~ ~ J ~ g' J LOT .., ~ ( ) 125 ) '-5 'I ;1 , ,I j !) , ~ 3044 Chase Street, Wheatridge, Colorado j " Lot 7, Rlock 3, EXCEPT the rear 8 feet, 1 OLINGER GARDENS, J. County of JEFFERSON, State of COLOl~DO. ;l il :1 RTIFICATlONn !! JY certify that this Improvement Location Certificate~s prepared for: COUNTRYWIDE HOME L. , NS, INC. is not ,t Land Survey Plat nr Improvement Survey Plat: and that it is not to be relied upon for the xhment of fence, building or other future improv~ment lines, 1 further certify that the vements on the above described parcel on this date tll 5/200 I except utility connections, arc y within the boundaries of the parcel. except as 5hO*, ' that there are no encroachments on the bed premises by improvements on any adjOIning pren ises, except as indicated, amI there is no :nt evidence or sign of any easement crossing or hmden g any part of said parcel, except as noted, :ertific"te does not constitutc a litle search to determ ne ownership Or easements of record not on the recorded plat. All easements shown are per tit recordcd plat unless otherwise stated. :operly described hereon ( ) is (XX) is not within It SpJcial Flood Hazard boundary in accordance he currenl H. V.D. Flood I rlsurance Rate Map dated 2/}/1 ?88 beuring Community Panel number 9 0005 C. The accuracy n r thc flood map is 1I0t part ,r this certification, ;s: ption: endcr) ,S Reliidom;t:: FRM frame CH Chimnc~ '1 Apartmem BLK Blocl( BW Bay Of )j 'Nindow E UUllly ITesemen1 "RK Brick 0" Oyerl)ang E Gaa Ear.elTlllnt MH Metill AC Air Conditioller E DrailltJge E21$cmerH CON Concrete FNC Fanee AR Garage ASP NU)1131t ENe EncroachrTK nt TY StQry hG Flagstone . PI(J~ (I' Mi"!,!$ IL level GVL Gravel W Well (Waler) TO Stora.ge PAr Patio FNO Fauno ra StiilbkJ P Porc.h Chiseled Cm~g or Malk vY Driveway S Stoop 0 Tag or Plug AT Satellite Olst'! CS C'f1wl Space Access . Pin, Rebar elr Pipe r: McIHU~ULlIAN A~~HAltitHtij ~1U~{Ol t)l tiO; t-eO-l tj-[Jl llj: 11 j ~age ~/~ cording ,to' COlofill;lo Jaw yov mU'$t commence eny legal action based let il1Jhis ImprQ\lement location Certificate wilhin 3 yesrg after you rust I dafect. In no avent, may any action ba5ed upon any defect in thi!i locatIOn GertfficiUe be commenceO more U13n Len years from the do1.te l~I~_;!)~!'!_I:'.e_~~9_~_. ,ER 11 it fQf title tmtursnce purposes only snd is the product of a site eed line evidence nol suppOrted b~ fOlJnd P(OPOI~ corner markorG 'NaSi Iylical corrolatiOn of PUDllc Improvemenls and hoes at occupation, An 'f SurvDY i~ r6CurnrMJlded Ir exact locations o1lmprovements OJlJ>tintI IrCd l M4, rOPOII;'n Surveyors. LLC.~ :1 3534 South Lincoln ieel I :! Englewood. Colorado 8 10 ,i (303l-781- 07 _ :i FAX (303)-761-5 68 ~ JOB NO: CHA - 3044 :i BORROWER: BRUNS IMPRO~:~.~L~~.:A2:I~~;.:~~:~~ICA TE I j , , " :1 JCEPTION E-t 125' I THE REAR 8' :] -H ~ -", ~ ~ , 2D.2' : #3044. ~ : I '!J 1 STORY 2 ~ " 0 j lIovEAllLE N FIlAIIE RES. 0 "'-4 10 (3~"' g';I: 10 ~ \ SHEDS ~ "'-4 ~ ," LOT 7 e' ~ U 125 In: cr) ; \i " l , " Lot 7, Block 3, EXCEPT the rear 8 feet, j OLINGER GARDENS,! County of JEFFERSON, Statc of COLO$DO. i ;J I FICATIONn ! :crtify that this Improvement Location cerlificate~as prepared for: COUNTRYWIDE HOME L , NS, INC. IOl a Land Survey Pial ()f Improvement Survey Plat and thal it is not to be relied upon for the lcnt of fence, building, or other futllTe improv4ment lines, 1 further certify that lhe enls nn the above described parcel on this date tlI 512001 except utility connections, arc l~h!ll}he I~ou,:,~:r_i~::~~!_~:c. ~~r~~!:. :~~:r~:~~ S:.~':T:.~t,~la:!~;~; ~~'\~J;~e~~:~oa::~~~~"o~ t~~ 3044 Chase Strect, Wheatridgc. Colorado , DEPARTMENT OF Dl-ANNING AND DEVELOPMENT Building Permit Number: BUILDING INS, .CTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 9202 7/20/99 Property Owner: Property Address: 3044 CHASE ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 445-9033 Phone: Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 R.idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED Total: DATE Use: Description: New fence, some of adding to existing BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: $500,00 $23,50 $0,00 $12,50 $36,00 Approval: SM Zoning: R1-C Fence cannot extend past 4' in height within the front 30' of the property (from property line) Approval: DM -BIll. lif'illll Approval: Occupancy: Walls: Okay Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance. a permit r the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the build. ~ yother ordinance, law, rule or regulation. '..,) ~>-- (1) (2) (3) (4) (5) (6) Chief Building Inspector DEPARTMENT OF eLANNING AND DEVELOPMENT Building Permit Number: ' BUILDING INSl :TION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPl\C.r\,ID N Property Owner: ~Ci SI.J\ \ Jc:...r Property Address: '304L\ <J...-~ \S"" Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone:?P3 L\~-'1aJ3 Phone: 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 aU 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.8.C.) and all other applicabl Wheat' or i ance for work under this permit. . ATE 7/(91 "P Construction Value Permit Fee: Use Tax: (OWNER)(CONTRACTOR) SIG Total: Use: . JJj! ~. Y.llUJ ~ BUILDING DEPARTMENT USE ONLY ~o~ ~: Approval: "fl'I'v- ("EMU> ('.W1 nOt" 4".\i~ j?dIlt" <( l V"- ",-<-, ~lid Zoning: fZl L. w,,~ ""t1-u- ~ on.K ~c' v ~ fk r"fe4 trvYl'\- /Mc1'4 ~) Description :~ Sq, Ft.: Approval: Occu pancy : Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspenSion or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a ' the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building or a rdlnance, law, rule or regulation. (4) (5) (6) CJlC,,- ~'J.5~ ~+, ~ Co I \\\G-L~ \\u~ 'C \\Ci\GC\( \\ \\\\0 -0.'& ~-L'~fOm,,\~\6..~OOc~ ' Side Walk ) < 50 ) - 0-----------:;11; ~~1 . )( 1f~ .,'\1>';\ ,.,'\((..3' ~ \(>,-c ~ l('1:-,C, EJ' shed \ ~I'Y-~ -~---------_.- ..-_..---- , ~~\l<-- \\4 ~ ~-..s>- 1:> 'l( \) ~ --h . cJ 0 c9 ~ ~~'.fF ri9Q \0=' . 'J'\. ""\~ ./ v- ,'" . ~ \,----fD' cF"- - "''::) r, ~-'<_' V 0 v:>\ ') \:c_ \ -y:"~~.)~ \Jl ('"~ st>' c;?cP~ -Y EJ dog Run CarPort House ~ J vJ~(O ~cf)\-~ ~ ~...:> ><-~o.~ ~ Ll:6~ 50) - w ~ r S'-.J\\~\lo.n) ~~~ L. S tJ 3a4L\ ~CtSe.- S-. (lc\. '/0\ cd ':>- O\\l"cf" ~Q,r~s) w\4.C\.\- \::t~~~l ~c) CCP'd\4 (~O)) LiL{S- <10~3 E wI( ()o")) d-~~ - 5335 .DEPARTMENT OF "" ANNING AND DEVELOPMENT Building Permit Number: 95- 255 BUILDING INS. _'::TION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :2/3/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: GALLAGHER VENITA H Property Address: 3044 CHASE ST Phone: 202-1486 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: 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 Whea Ri 9 0 jnance~, for work under this permit. ATE-3 r:d...-CJ5 Total: $300,00 $15,00 $7.50 $22.50 (OWNER)(CONTRACTOR) SIGNED Description: REROOF (OWNER ERIK K PIERSON) BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: .. Expiration Date: Approval: .. (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bui1din~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. . If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insrector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. ,'Cv~!cJ-- Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) DEPARTMENT OF DlANNING AND DEVELOPMENT Building Permit Number: BUILDING INS.. ,CTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: [;:j\\\'\. Property Address: 3o~1 ~I Contractor License No. : Company: K "1[flSO tJ ~ <;;1 Phone: ;20:2- /900 Phone: G 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 al}ree 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 Whe~~dge ordina~s, for.work under this pennlt ~~\l~(CONTRACTOR) SIGNED P;/-'[- K. ..llL--w~TE, :;: r.JT 9~ Description :;::>0 T A A)f W R. 00 r 6 N --r Ii [. BUILDING DEPARTMENT USE ONLY Construction Value f.";!QO Permit Fee : - I ..;;;: oCY Use Tax: ? < 5 zJ Total C};i, S7! $0.00 I-IC()5~ I1;JD CH?POR, T. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: II IBlm1J!lllmlrB!lIIr,;1 Expiration Date: Approval: Expiration Date: Approval: . . (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. Nb work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector tlrventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeching with successive phases of thel'Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION