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HomeMy WebLinkAbout3193 Jay StreetA i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' Job Address: �2) U Permit Number: q2 100 0 ❑ No one available for inspection -..Time 6/PM Re -Inspection required: Yes No,. When corrections are complete, schedule re -inspection online. Date: *'S_ U ' 7.�_1k Inspector: /fir DO NOT REMOVE THIS NOTICE I ®_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'D W Job Address: 7/93 J n_/ S� Permit Number: ..,?_,Q 0f4 Z.' ❑ No one available for inspection: Time / K If AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: " $� Inspector: r DO NOT REMOVE THIS NOTICE 3192 jay st COLORADO GEOSCIENCE AND DESIGN, Inc. P. O. Box 68, Franktown, CO 80116 PH: (303) 688-2150, Fax: (303) 688-1295 Foundation Drain & Dampproofing Observation Form Colorado Geoscience and Design Job, No. CONSTRUCTION SITE ADDRESS OWNER/BUILDER NAME, ADDRESS 19-323 6200 W. 32nd Ave. North Unit Permit # 202000242 3192 Jay St. South South Unit Permit #202000243 Jefferson County Colordo Chad Freedman 6200 W. 3rd Ave Wheatridge, CO 80033 I/we hereby state that observations were made as indicated below and that the items observed were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed. Date Observed by 8/11/2020 Drain & Dampproofing Observation Sump pit is located in the SE corner for address 6200 W. 32nd Ave Sump pit is located in the NE corner for address 3193 Jay st. SOIL REPORT INFORMATION: Colorado Geoscience & Design Inc. 19-323 Observations Reviewed by: NOT VALID WITHOUT ORIGINAL SIGNATURE MK o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F 91 Job Address: Permit Number: C 7r -P 67� /Z { ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:, ­Inspector:, DO NOT REMOVE THIS NOTICE EDA + FK! Engineers PG 10810 E. 46h St, Suite 201 Tulsa, Oklahoma 74146 - p: 918.258.6890 If 918.515.4338 February 4, 2021 < 1 �� S Steve Lull Q � Parker Associates 2202 E 4911' St., Suite 200 Tulsa, OK 74105 RE: Corners at Wheat Ridge, Wheat Ridge, CO Alternate Duct Routing EDA Project No. 17013 b whom it may concern, 'he ducting of the systems can be routed in the reconfigured manner above the corridors and in the Eubhouse as suggested by the contractor suggested drawings that were sent for review on January 22, 021. The ductwork needs to be constructed and insulated according to spec'titcations in all areas. ? 7a��C F. Roush ral -KI Engineers, PC s Duct Routing at Wheat Ridge February 4, 2021 ill o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: l i PK i A4 R Job Address: 3 / 7 _ ) 6:p._/ _ 71`_ Permit Number: 7,0 ,? 0 0(7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: f s DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: A/ Ll No one available for inspection: Time AM/PM Re -inspection required: Yes, No When corrections are complete, schedule re -inspection online. <-14 Date: 2 _zf_ Z-1 —inspector: DO NOT REMOVE THIS NOTICE —I C) C) 0 C/) C Z 0 -n O 0 3 0- c 3 m N 3 Awl Q w E cov c p 3m w 3os� � (n m a 0 cQ in' n o 0 N O 3 Z3 r o C) 0 a 1'�1 m r') W o 0 O 0 fi O W O 0) ti N O O Gas Meter 6" W.C. Length To Farthest Outlet - 111' cc D -n Si N Q QJ SD = C C s (D N 1 7 Oj0 O a z F- 0 0 cn 0 0 0 p00 0 o 0 �� �Wco --I c c c c 00 �o m o W 0 c m `v i CITY OF WHEAT RIDGE Ci Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address: _ _ -, f44A Permit Number:i_�2C�C� C ❑ No one available for inspections Time AM/PM Re -Inspection required: YQs When corrections are complete, sch ale re -inspection online. Date: ' Ins ect s 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:'��`, =1 Permit Number: ❑ No one available for inspection: Time 44t < AM45,w-) Re -Inspection required: Ye?,' -No, When corrections have been ma"tl for re -inspection at 303-234-5933 fw Date: `:`i f Inspector: -. DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Duplex - New PERMIT - 202000243 202000243 ISSUED: 06/09/2020 3193 Jay St EXPIRES: 06/09/2021 New 1/2 duplex with attached 2 car garage - 3,076 sq ft. total * * * CON'T'ACTS * * * FEES Total Valuation OWNER (434)989-6705 FREEDMAN CHAD 1,993.58 Use Tax GC (812)219-9736 DAVID J. MANN 150030 MANN BUILDERS LLC SUB (303)862-3810 BIANCO ELECTRIC 100080 BIANCO ELECTRIC SUB (970)372-7438 THOMAS WOOD 090068 C&F ENTERPRISES SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 400,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,993.58 Use Tax 8,400.00 Permit Fee 3,067.05 Engin. Review Fee 150.00 Park Land Dedication 2,49-7.29 ** TOTAL ** 16,107.92 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all ` applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey, Improvement Survey Plat, or ALTA/AGSM Land Title Survey shall be submitted to the City to verify compliance with approved plans. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the p] -an set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, from the existing edge of pavement brick pavers or similar materials. Works Department at 303-235-2861. the first twenty-five feet (25&#39;) of driveway area into the site shall be surfaced with concrete, asphalt, A right-of-way permit may be required; contact Public Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback ON EACH TREET FRONTAGE (32nd Ave and Jay Street). n addition, no less than twenty-five percent (25%) of the gross lot area and no less than ne hundred percent (100%) of the front yard shall be landscaped. 11 landscaping shall be in conformance with Section 26-502 of the Zoning and Development ode. All landscaping shall be installed in accordance with the approved landscape plan rior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% f the cost of the installation shall be required. ublic Improvements required on Jay Street and must be installed prior to CO. arkland fees for one unit_ due at time of permit issuance. esidents may not move in prior to CO. 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 erin I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans 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 ppermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable codp.ewany ordinancl gr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of 'OrWheatl _,,gie C0MML1NITy DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitsCEDd.wheatridge.com I FOR OFFICE USE ONLY I Date: �/O/�Aio Plan/Permit # Plan Review Fee: a/ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 31C11-5 Propertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) 3{nn Property Owner Mailing Address: (if different than property address) Address: 6 ,bvizj3)^J / _ Citv. State ArchitectlEngineer E-mail: Contractor Name: City of Wheat Ridge License #: N Phone: L(3q q H _tr-?VJ d Phone: 36 3 b 0 ~ 7765""- Contractor E-mail Address: rKICl/1-1 built Phone: fc7� 1 C For Plan Review Questions & Comments (pl ease print): CONTACT NAME (please print): A6,111,\ Phone: CONTACT EMAIL(p/ease print): �C.'1/\� Ct 0l -r.Q Sub Cont actorsMust provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: bAAGio wL� Plumbing: Ur Mechanical: �a $LAA I),N t lr— & ft W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be 'performed,'including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF 3 0 --�- (0 Amps Squares Z�t )Q� 16 CIV C^� n BTUs Gallons For Solar: KW For Commercial Projects Only: Occupancy Type: Occupancy Load: # of Panels Requires Structural Construction Type: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) s '4100"000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and Printed Name: ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: /'�W 6/4/2020 PUBLIC WORKS COMMENTS: Reviewer: (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) �'. DATE: I-A—OV n DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: R3 Building Division Valuation: $400,000 OK a R ' � C ily of " W heat ich sc- CITY uF WHEAT R=E Buti miNu AND INSPECTION SERVICES DIVISION 7500 W 291h Ave Wheat Ridge, CO 80033-8001 p. 343335.2855.,) 303.237.8429 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required Ho �agency will not be accepted or processed. Date: � Project Address: _ Name of Finnilndividual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: 1r) 0 DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I,_ _ -_1 �.-� S , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby admowledge receipt of documents necessary for review and approval of the project Indicated above. Agency rwresented: (please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water r Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: cc. Ge n o% • o-• tkl sdJ Zjk 9 l..,T.t" ' ' ' -Jfr1`rf" Signature: - �Date: Z -. - Lo ,�-d City of `%`% l scat Ri�dgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Doc) Project Address: J 3 /l.CA Name of Firm/Individual submitting documents: _ ✓1 A e; ,� U - Project Type/Description: je -- Signature of Firm Representative or Individual: ' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, am a duly authorized representative of the agency in a to and d , byrhy signature below, hereby acknowledge receipt of documents necessary for review and approval,6f the project indicated above. Agency represented: (Please check one) K Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other S City Of 'OrWheatl _,,gie C0MML1NITy DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitsCEDd.wheatridge.com I FOR OFFICE USE ONLY I Date: �/O/�Aio Plan/Permit # Plan Review Fee: a/ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 31C11-5 Propertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) 3{nn Property Owner Mailing Address: (if different than property address) Address: 6 ,bvizj3)^J / _ Citv. State ArchitectlEngineer E-mail: Contractor Name: City of Wheat Ridge License #: N Phone: L(3q q H _tr-?VJ d Phone: 36 3 b 0 ~ 7765""- Contractor E-mail Address: rKICl/1-1 built Phone: fc7� 1 C For Plan Review Questions & Comments (pl ease print): CONTACT NAME (please print): A6,111,\ Phone: CONTACT EMAIL(p/ease print): �C.'1/\� Ct 0l -r.Q Sub Cont actorsMust provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: bAAGio wL� Plumbing: Ur Mechanical: �a $LAA I),N t lr— & ft W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be 'performed,'including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. Ft.1LF 3 0 __�_ (0 Amps Squares Z�t )Q� 16 CIV C^� n BTUs Gallons For Solar: KW For Commercial Projects Only: Occupancy Type: Occupancy Load: # of Panels Requires Structural Construction Type: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) s '4100"000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and Printed Name: ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) �'. DATE: I-A—OV n DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: PUBLIC WORKS COMMENTS: Approved with Comments. Re: red -lined Plot Plan. Reviewer: MCU-k/Va*V NaWa4111 5/12/20 Building Division Valuation: City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: May 12, 2020 Location: 3193 Jay Street ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a New Home - Duplex located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: ✓ YesNo b. Site drainage/grading plan have been reviewed and are: ✓ OK RNOT OK; refer to stipulations. 2. Public Improvements required & to be completed with ro ect: a. street paving/patching: ✓ Yes No Completed b. curb & gutter: ✓ Yes No Completed c. sidewalk: ✓ Yes No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: HYes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Mark Van Nattan Date 1ly 020.05.12signedY11n0454n06'00. 5/12/2020 Signature Mark Van Nattan Date Stipulations: Re: Stamped Plot Plan 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 t �I City of Wheatjge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: May 12, 2020 Location of Construction: 3193 Jay Street Purpose of Construction: New Home - Duplex Single Family JF71� Commercial El Multi -Family EL Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Mulfi-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 50 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due attime of Building Permit issuance): $ 150 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 t �I City of Wheatjge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 12 May 2020 ADDRESS: 3193 Jay Street 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 303-235-2861 Sincerely, M"kkVawNattaw Signature Mark Van Nattan CC: File w .ci.wheatridgexo.us Rev 0420 E 0 N Ln 0 0 N 0 cl� LO LOL CnQ Cn w c� Ln / 0 0 0 0 U 0 c 0 N r� 0 0 co co T) 0 0 v - ss z 0 Cf) m 5 0� a to m N v ~Oy 3M JQ 0[)N co J Z ss—ss—ss- 6200 1 MS s ss ss PLOT PLAN 62 T 32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST AT .I W' I.1 TTT1Tf9TT 1 T 1 fTTTTT 1 1T —5280— ss ss EXISTING PROPOSED � SYMBOLS SYMBOLS ±! 81 5280 WS SS MINOR CONTOUR (1' INTERVAL) MAJOR CONTOUR (5' INTERVAL) PROPERTY BOUNDARY EASEMENT WATER SERVICE SANITARY SEWER SERVICE SPOT ELEVATION FLOW DIRECTION, TYPICALLY ON PAVED SURFACES FLOW DIRECTION, TYPICALLY IN GRASSED SWALE FLOW DIRECTION, TYPICALLY IN FLOWLINE Io � Io OO ® WATER METER B z z CP' CLEANOUT ® ROCK SOCK RS 0 ■ SILT FENCE CID CL CL COMMUNITY DEVELOPMENT - ENGINEERING NOTES 1. A ROW Construction Permit is required prior to the commencement of any work within the public ROW. Contact Engineering Division at 303-235-2861. 2. Direct roof drain downspouts to protect adjacent properties from stormwater runoff. CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: ODRAINAGE ❑ SIDEWALK ❑ CURB & GUTTER ❑ STREET JeMISCELLANEOUS ❑ PLAT COMMENT Re: red -lined Site Plan APPROVED with Comments 1 ✓' ' 5/7/2020 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS GENERAL NOTES: 1. PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. 2. PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. 3. EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED 4. PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. 5. PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT. 6. BASE MAPPING PROVIDED BY THE OWNER PERFORMED BY FLATIRONS INC. DATED JULY 10, 2019 CITY OF WHEAT RIDGE PUBLIC WORKS DATE 5/6/20 RECEIVED 5/6/20 3rd SUBMITTAL w c� 0 N w PRIPAM two Im ownSUPERVISION O o�'ooNE;�i Ftis VOC � s.s.� '2i� •,�O • 39 820 ••. 1 1 10 20 7 � 17 WMAL SUIMTTAL XX/XX/XX ORAV SIZE 24" X 36" SURVEY Full SURVEY DAIS FLATIRONS, INC. 07/10/19 JOB N0. C03445 GRAY NAPE 3445 - GESC PLAN.dwg SREY 1 OF 4 CM 0 a C) C) O N 0 N 3 Ln E U O 0 C O U C O U c 0 N r� 0 0 co co0 M—M N N SS SS SS N F � U STA=0+88.81 OS --0.00' (FIELD VERIFY) PC: I1 PT: 14 PC: 1+� r PT. 1 PLOT PLAN 6200 WO32ND AVENU LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO 7-8 7a -O78- 8 8 8 8 8 Q OWSw�e RVA�� —�—s (R.O.W. o�N i M M I f o b\ I N.I N� N• Alnlln. ,oi ss ss I I I I CONNECT TO EXIST. FL STA=2+34.09 II OS --0.00 f � � (FIELD VERIFY) � z m I SURVEY FFM FLATIRONS, INC. SURVEY DAIS 07/10/19 N C03445 .79.71 (7 9* r 2 OF (7 CO2 0 N � � � �I o PVI STA: 0+93.94 PC: I1 PT: 14 PC: 1+� r PT. 1 PLOT PLAN 6200 WO32ND AVENU LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO 7-8 7a -O78- 8 8 8 8 8 Q OWSw�e RVA�� —�—s (R.O.W. o�N i M M I f o b\ I N.I N� N• Alnlln. ,oi ss ss I I I I CONNECT TO EXIST. FL STA=2+34.09 II OS --0.00 f � � (FIELD VERIFY) 0+50 1+00 2+00 2+50 1 GRAPHIC SCALE 10 0 10 20 (IN FEET) I HORIZ 1 INCH = 10 FT VERT: 1 INCH = 2 FT Z z � z m 24" X 36" SURVEY FFM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 .79.71 Z 9* r 2 OF 4 CO2 0 � ¢ o PVI STA: 0+93.94 m N N PVI ELEV: 5441.25 M z K: 1.23 (� z g � A: -4.05X CD CD 01 a rn c� CD c co CH PVI STA: 1+30.04 m PVI ELM. 5438.52 CONNECT OF EXIST. FL K: 4.69 PVIS: 0+88.81 A: 3.20% PVIE: 5441.43 LVC: 15.00 PVI STA: 1+62.93 (FIELD VERIFY) PVI ELEV: 5437.09 PVI STA: 1+96.92 AT FLOWLINE 38 A ^'. K: 9.43 PVI ELEV 5436.33 ------ + A: 7-12X LVC: 20.00 K: 7.331 A. -273% ,\\y56Z sjU I LVC: 20.00 + + 4mn w 50 M m - \' CONNECT TO EXIST. FL - PVIS: 2+34.09 - PVIE: 5434.48 PROPOSED GRADE - -4.ggZ (FIELD VERIFY) AT FLOWLINE 5431 rw �� �� �� in 0+50 1+00 2+00 2+50 1 GRAPHIC SCALE 10 0 10 20 (IN FEET) I HORIZ 1 INCH = 10 FT VERT: 1 INCH = 2 FT Z z � z m 24" X 36" SURVEY FFM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 ORAVMIO NAME 3445 - P&P.dwg Z 9* r 2 OF 4 CO2 0 � ¢ o m N N M z (� z g � CD CD 01 a CV co W AL SUBVSrfAL W ORAVMIO SIZE 24" X 36" SURVEY FFM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 ORAVMIO NAME 3445 - P&P.dwg Z 9* r 2 OF 4 CO2 � ¢ o a N N M z (� z g � CD CD 01 CV co W AL SUBVSrfAL XX/XX/XX ORAVMIO SIZE 24" X 36" SURVEY FFM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 ORAVMIO NAME 3445 - P&P.dwg 9* r 2 OF 4 CO2 E E 0 0 c 0 0 c\ 0 N a Ln / 0 0 0 0 U 0 U c 0 0 N r� 0 0 co 0 5445 5445 5445 1+00 20 10 10 5440 i440 VERTICAL CURB WITH 5 SIDEWALK 5441 5440 (TYP.) PER CITY DETAIL (CS) SEC ON (TYP.) N 5435 •o v� circ cv 5435 1435 `� 1435 �o � 5435 5440 5435 n � �N 5441 PROPOSED a� W EXISTING GRADE AT 5430 5440 CURB FL ELEVATION WINE (TYP.) CURB FLOWLINE `, 5441 CL � M � 5430 CA Rc 1+00 30 20 10 f 10 5435 5435 1+20 5445 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO I 30 20 10 f 10 5435 1+30 5445 5445- 20 10 10 5440 i440 VERTICAL CURB WITH 5 SIDEWALK 5441 5440 (TYP.) PER CITY DETAIL (CS) SEC ON (TYP.) N 5435 •o v� circ cv 5435 1435 `� 1435 �o � 5435 5440 5435 n � �N 5441 PROPOSED a� W EXISTING GRADE AT 5430 CURB FL ELEVATION WINE (TYP.) CURB FLOWLINE (TYP.) CL � o 5430 30 20 10 f 10 5435 5435 1+20 5445 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO I 30 20 10 f 10 5435 1+30 5445 5445- 6.LI-im-t t•� 20 10 10 5440 i440 _ - _ - _ 5441 5440 (TYP.) o� N N 5435 •o v� circ cv 5435 1435 `� 1435 �o � 5435 6.LI-im-t t•� 10 0 10 20 (IN FEET) HORIZ 1 INCH = 10 FT VERT. 1 INCH = 2 FT 1+40 5445 5445 20 10 10 5440 Mo- EXIST. - - _ 5441 5440 (TYP.) o� 5435 •o v� circ cv 5435 1435 `� 1435 �o � 5435 10 0 10 20 (IN FEET) HORIZ 1 INCH = 10 FT VERT. 1 INCH = 2 FT 1+40 5445 5445 20 10 10 5440 1440 EXIST. - - _ 5441 5440 (TYP.) o� 5435 •o v� circ cv 5435 1435 `� 30 20 10 10 1+50 1440 J44V Z S Z JT7U 1440 EXIST. GRADE 5435 _ 5440 (TYP.) 5435 v� cv 5435 1435 1435 �o � 5435 435m 5435 n � �N 5435 a� W U-3 5430 CL J44V Z S Z JT7U EXIST. GRADE 5435 _ (TYP.) 5435 v� 5435 1435 1435 �o � 5435 435m 5435 n � �N 5435 a� W U-3 5430 5435 30 20 10 q 10 5435 5435 30 20 10 q 10 5435 5435 30 20 10 q 10 5435 5430 30 20 10 q 10 5430 1+60 1+70 1+80 1+90 5440 5440 5440 5440 5440 5440 5440 5440 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 1435 �o � 5435 435m 5435 �' �N 5435 a� W U-3 5430 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) i435 v� 5435 1435 1435 �o � 5435 435m 5435 �' �N 5435 a� W U-3 5430 CL CL � 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 1435 t�0 � 5435 435m 5435 �' �N 5435 a� W U-3 5430 CL CL � 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 5435 1435 t�0 � 5435 435m 5435 �' �N 5435 a� W U-3 5430 CL 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 t�0 � 435m 5435 �' �N 5435 a� W U-3 5430 CL CL � � 5430 30 20 10 q 10 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 t�0 � ----- ---- 5435 �' �N a� W U-3 5430 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) v� m 1435 ----- ---- 5435 �N a� W U-3 CL 30 20 10 q 10 30 20 10 q 10 5430 5430 30 20 10 q 10 �j W E N� v — cm 0 0 o C3 o C U -Q a W Wcm •L cn �, o0 C N of Wo �L o� Wo cm z� a Z Z Z S Z 5435 _ 5435 v� m 5430 5430 5430 30 20 10 q 10 �j W E N� v — cm 0 0 o C3 o C U -Q a W Wcm •L cn �, o0 C N of Wo �L o� Wo cm z� a Z Z Z S Z m a� W CL CL z 0 U Z 0 (n LC w w w w L.1..1 Z a�N Q O Z Z U I`7 M N ~ W3 O (n SSU N C:) 00 01 C14 CO w CD 0 w UmxR INE DOW SUPERVOON OF oNE;�i Ftis 39820 L FOR AND ON BEHALF OF BASELINE CORPORAIM MAL SUBMTfAL XX/XX/XX ORAIBNO SIZE 24" X 36" SURVEY FM SURVEY DAIE FLATIRONS, INC. 07/10/19 JOB NCL C03445 ORAVEIB NAME 3445 - P&P.dwg SHEET 3 OF 4 CO3 2' 1 6"1 5' MIN. 1# 6" 1.7%-2%MAX „ T 2' -6 - NOTE: 1. CONTRACTION JOINTS REQUIRED AT MAXIMUM 10' SPACING 2. VERTICAL CURB AND GUTTER TO BE PLACED MONOLITHIC WITH SIDEWALK 3. ALL SIDEWALK SHALL MEET THE CITY'S ADA REQUIREMENT OF 5' MINIMUM. VERTICAL CURB WITH SIDEWALK (CS) SECTION UPDATE: 7/8/19 DETAIL City of c -D02 VCG.SW CODE Wheatdge VERTICAL CURB WITH DEPARTMENT OF PUBLIC WORKS SIDEWALK (CS) SECTION ENGINEERING DIVISION APPRovEDBY. 01'v\ CURB & GUTT SIDEWALK CURB FACE MAY BE ORIENTED PERPENDICULAR TO BACK OF CURB OR ORIENTED IN THE DIRECTION OF CROSSING AS SHOWN. CURB & RAMP LANDING AREA IES VARIES I FL 2' MIN. EAl( cWebrus (�6" TO B„ wARwxa 4" TV. ORFACe TOP OF 2% PREF. 5X PAVEMENT 5% MAX. MA% RAMP fiii^.: GRADE BREAK GRADE BREAK PARALLEL RAMP (TYPICAL) PLOT PLAN 61A0 WEST 32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CL OF RIG HT OF WAY 28' 19' 17' 11' THRU LANE -� '2%TYP. SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, COOT SECTION 203.07 4" HMA (GR S, PG 64-22) HOT MIX ASPHALT SPECIFIED ON DRAWI 2' UTILITY FL ZONE PL 65'MIN. SIDEWALK BOND BREAKER HERE WHEN ABUTTING EXISTING CONC. SAWCUT EXISTING WHEN RE VERTICAL CURB WITH SIDEWALK (6" THICK) 6" MIN. COMPACTED SUBGRADE HMA (GR SX, PG 64-22) 53' MIN. ROW LANEAGESECTION RECOMMENDED RESIDENTIAL STREET WITH PARKING (VCG) w1%MIN. -4%MAX. WL4� C -C B City of S -A01 LOC.RESID.VCG DETAIL PARALLEL RAMP NOTES 10' 22` CODE �Wheatl Is -b LOCAL RESIDENTIAL STREETS U DEPARTMENT OF PUBLIC WORKS WITH PARKING S ENGINEERING DIVISION APPROVEDBY: se APPROV . r.0 Q PARALLEL RAMP (SIDEWALK EMS) CURB &I SEE DETECT SURFACE St DETAILS CURB Is LARDING AREA RUNNING SLOPE 2% PREF.. PARALLEL RAMP 0�(DIRECTION& - CROSSING IN ONE DIRECTION ONLY) 1 SIDEWALK TO SHOULDER TRANSITION SECTION C -C B C D SC SC2 PARALLEL RAMP NOTES 10' 22` 24" 38" © RAMP WIDTH - PROVIDE A RAMP WIDTH EDU& TO THE ADJOINING SIDEWALK, PROVIDE 4 FT. WIDTH MINIMUM. RAMPS SERVICING U CURB RAMP 4'MIN Sheet No. 4 of 4 yL SHARED USE PATHS SH&L MATCH THE WIDTH OF THE PATH. Q VARIES TURNING SPACE (SCREWS TO BE IN PLACE AT THE Q 6S F N AE3 -4— O RAMP RUNNING SLOPE - 8.3% MAX. SIDEWALKGRADE BREAK - h- 0 p° TYP GRADE BREAK �o RAMP CROSS SLOPE - 2.0X MAX. lGcTC To AN'EIRON BOLTWELDED TO ANGLE IRON (�2'-0'CC, B.JX MA%, SEER NOTE 5 O TURNING SPACE RUNNING SLOPE - 2.0% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED PERPENDICULAR TO THE BACK OF O CURB. CURB RAIT CONCRETE O TURNING SPACE GROSS SLOPE - 2.OX TYPICAL, AT CROSSINGS WITHOUT YIELD OR STOP CONTROL, OR WITH A SIGNAL WHERE GRADE BRE PEDESTRIAN CURB VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT SLOWING OR STOPPING, THE CROSS SLOPE OF THE TURNING SPACE SECTION B -B MAY EQUAL THE HIGHWAY GRADE. AT MIDBLOCK PEDESTRIAN STREET CROSSINGS THE TURNING SPACE GROSS SLOPE MAY EQUAL THE HIGHWAY GRADE TURNING SPACE CROSS SLOPE IS MEASURED IN THE DIRECTION OF THE RAMP RUN © TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE BOTTOM OF PARALLEL RAMPS WITH A WIDTH EQUAL TO THE SIDEWALK WIDTH OF THE CURB RAMP. PROVIDE 4 FT. MINIMUM, MEASURED IN THE DIRECTION OF THE RAMP RUN. IF THE TURNING SPACE TURNING SPACE - IS CONSTRAINED ON TWO SIDES, PROVIDE 5 FT, MEAD IN THE DIRECTION OF PEDESTRIAN STREET CROSSING.THE TURNING CONCRETE VAIN. FL SURE SPACE MAY CONTAIN THE DETECTABLE WARNING SURFACE. PEDESTRIAN CURB I 2'MIN 6"IDB" ® TURNING SPACE D SQ © 7O RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED SO THE TURNING SPACE IS FULLY CONTAINED WITHIN THE CROSSWALK OR STREET w eicrn TOP OF CROSSING THEY SERVE. PROVIDE LINE RAMP FOR EACH STREET CROSSING DIRECTION. IN ALTERATIONS, WHERE EXISTING PHYSIC& soslpE SX PAVEMENT DETECTABLE WARNING SURFACE CONSTRAINTS PREVENT PROVIDING ONE CURB RAMP FOR EACH CROSSING DIRECTION, . SINGLE DIAGONAL CURB RAMP (ON THE VEX 2X MAX. MAR. ED (DWS) UFA CORNER)SHALLBE PERMITTED i0 SERVE BOTH PEDESTRIAN STREET CROSSINGS. DIAGON& RAMPS IRE NOT ACCEPTABLE IN NEW CONSTRUCTION, UR FULL -DEPTH RECONSTRUCTION. V 6O RA11P LENGTH - PAR&LEL RAMP LENGTH IS DEPENDENT UPON THE RAMP SLOPE ARD THE CHANGE OF ELEVATION FROM THE IN 6" 6" SPACE TO THE SIDEWALK. WHERE TERRAIN IS SLOPING A RAMP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT, REGARDLESS OF THE RESULTING RAMP SLOPE. SECTION A -A TYPE 2 PARALLEL CURB RAMPS gD GOITER COUNTER SLOPE -5Q%MAX. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 West Howard Place M-608-1Designer Initials: JBK CDDT HQ, 3rd Floor �u\RAMPS Last Modification Data: 07/31/19 e=r, Denver, GU 80204 Standard Sheet NO.4 Of 10 Details, Initials: LTA I� Phone: 303-757-9021 FAX: 303-757-9868 CAD Ver.: MnoStauon V8 Scale: Not to Scale Units: Puget I= Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: TYPE A B C D SC SC2 14' 26' 10' 22` 24" 38" 3/8' 12' U SEE DETAIL -A" AND SECTION A -A ON PAGE 2 FOR LOCATIONS OF DIMENSIONS A,B,C,BD. PLAN VIEW SIDEWALK CHASE E 461� CITY OF WHEAT RIDGE LI -A01 CURB.CHASE DETAIL CODE DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 1 OF 2 U ENGINEERING DIVISION PLAN VIEW APPROVEOBY: SNN OSA] 6' SLOPE VARIES OPE VARIES A 2% 2% 21 21 L , 2:1 1 SHOWN ON PIANS 1 Ila /CONCRETE B AMC Gum CONCRETE DRIVEWAY ENTRANCE TYPE 3 W IGE(TYP) HOTDIPPEDGALVENRED STEEL TREAD PLATE 2' x T X 1/4' GALVANREO ANGLE IRON W N �a j 4l 114-IFT 11 1'/FT i 6" SECTION B -B MOUNTABLE CURB MEASUREMENT: EACH PAYMENT: SO OR SC2 SIDEWALK CHASE NOT TO SCALE SECTION B -B VERTICAL CURB LLJ nneeL Kevlslons Date: Comments CITY OF WHEAT RIDGE 1/7 X 1/4" COUNTERSINK SCREWS. DETAIL Creation Date: O7/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA CODE - DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 2 OF 2 U 3 DRILLED AND TAPPED PER SIDE SECTION A -A AND SECTION B -B Sheet No. 4 of 4 yL CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh Q p (SCREWS TO BE IN PLACE AT THE Q 6S F N AE3 TIME OF POUR TO KEEP THREADS CLEAN) ,to " - h- 0 N �o PAY ITEMLIMITS FROM lGcTC To AN'EIRON BOLTWELDED TO ANGLE IRON (�2'-0'CC, 8 8 GUTTER LIP TO RACK OF WALK O SECTION A -A DETAIL "A" N NOT TO SCALE ILO FL fi 2'-0'T SW VARIES _ T-0" _ 1 8" _ SW VARIE3 (SEE PLANS)(SEE PLANS) �r A" j 4l 114-IFT 11 1'/FT i 6" SECTION B -B MOUNTABLE CURB MEASUREMENT: EACH PAYMENT: SO OR SC2 SIDEWALK CHASE NOT TO SCALE SECTION B -B VERTICAL CURB SIDEWALK CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH 6' TRANSITION SHOWN DN PLANS TRANSITION 4„ 6.. 4„ 6.. 6., CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS .. SHOWN ON PLMS ..II 6., -.. CURB & CUTTER VARIESi o�� 2X DRIVEWAY (BY OTHERS) SECTION B -B CONCRETE SIDEWALK DRIVEWAY (BY OTHERS) NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER DESTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURE &GUTTER RAUP WITH 12HdV SLOPE (TYP) CURB & CUTTER TYPE 3 ISOMETRIC VIEW computer rue mrormaii LLJ nneeL Kevlslons Date: Comments CITY OF WHEAT RIDGE U -A01 CURB.CHASE DETAIL Creation Date: O7/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA CODE - DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 2 OF 2 U ENGINEERING DIVISION SECTION A -A AND SECTION B -B Sheet No. 4 of 4 APPRWFDBY: SNN C&G] CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh Q SIDEWALK CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH 6' TRANSITION SHOWN DN PLANS TRANSITION 4„ 6.. 4„ 6.. 6., CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS .. SHOWN ON PLMS ..II 6., -.. CURB & CUTTER VARIESi o�� 2X DRIVEWAY (BY OTHERS) SECTION B -B CONCRETE SIDEWALK DRIVEWAY (BY OTHERS) NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER DESTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURE &GUTTER RAUP WITH 12HdV SLOPE (TYP) CURB & CUTTER TYPE 3 ISOMETRIC VIEW computer rue mrormaii LLJ nneeL Kevlslons Date: Comments Colorado Department of Transportation 4201 East Arkansas Avenue _-- /)% Denver, Colorado 00222 Phone: (303) 757-9083 ! Fax: (303) 757-9820 Project Development Branch DD/LTA CURB GUTTERS 7 C AND SIDEWALKS STANDARD PLAN NO. Creation Date: O7/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA M-609-1 FullPath: www.doLBtate.co.us/DesignSupport/ Drawing File Name: 609010404.dgn I� Sheet No. 4 of 4 Issued By: Project Development Branch on July 04, 2006 CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh Q F� FL all r Z O U Z 0 N K w w U IY P— Q W 5052D 39820 NTWIL eNNiWAL XX/XX/XX DRUM 24' X 36" A8 M6 C03445 pGMM1 NMe 3445 - DTLS.dwg seer 4 a 4 C04 LLJ Z L`LJ Q p Q 6S N AE3 ,to " - h- 0 N �o 8 8 O O N ILO U IY P— Q W 5052D 39820 NTWIL eNNiWAL XX/XX/XX DRUM 24' X 36" A8 M6 C03445 pGMM1 NMe 3445 - DTLS.dwg seer 4 a 4 C04 E 0 N Ln 0 0 N 0 cl� LO LOL CnQ U U c� Ln / U O C O U C O U c N r� 0 0 co co T) 0 0 - ss z 0 Cf) m 5 0� a UO m N v ~Oy 3M JQ 0[)N co J Z ss—ss—ss- 6200 1 MS s ss ss PLOT PLAN 62 T 32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST AT .I W' I.1 TTT1Tf9TT 1 T 1 fTTTTT 1 1T —5280— ss ss EXISTING PROPOSED � SYMBOLS SYMBOLS ±! 81 5280 WS SS MINOR CONTOUR (1' INTERVAL) MAJOR CONTOUR (5' INTERVAL) PROPERTY BOUNDARY EASEMENT WATER SERVICE SANITARY SEWER SERVICE SPOT ELEVATION FLOW DIRECTION, TYPICALLY ON PAVED SURFACES FLOW DIRECTION, TYPICALLY IN GRASSED SWALE FLOW DIRECTION, TYPICALLY IN FLOWLINE Io � Io OO ® WATER METER B z z CP' CLEANOUT ® ROCK SOCK RS 0 ■ SILT FENCE CID D: CL COMMUNITY DEVELOPMENT - ENGINEERING NOTES 1. A ROW Construction Permit is required prior to the commencement of any work within the public ROW. Contact Engineering Division at 303-235-2861. 2. Direct roof drain downspouts to protect adjacent properties from stormwater runoff. CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: ODRAINAGE ❑ SIDEWALK ❑ CURB & GUTTER ❑ STREET JeMISCELLANEOUS ❑ PLAT COMMENT Re: red -lined Site Plan APPROVED with Comments 1 ✓' ' 5/7/2020 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS GENERAL NOTES: 1. PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. 2. PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. 3. EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED 4. PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. 5. PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT. 6. BASE MAPPING PROVIDED BY THE OWNER PERFORMED BY FLATIRONS INC. DATED JULY 10, 2019 CITY OF WHEAT RIDGE PUBLIC WORKS DATE 5/6/20 RECEIVED 5/6/20 3rd SUBMITTAL w c� 0 N w PREPARED U VIER ,NE DRECT SUPERVIOM OF WMAL SUI MTTAL XX/XX/XX ORA\ SIZE 24" X 36" SURVEY FRY SURVEY DAIS FLATIRONS, INC. 07/10/19 JOB N0. C03445 ORAt1w10 NAPE 3445 — GESC PLAN.dwg SHEET 1 OF 4 CM 0 C) C) O N CD N 3 Ln / E U O 0 C 0 0 U c 0 / N r� CD 0 co co0 ss -ss -ss iss STA=0+88.81 OS --0.00' (FIELD VERIFY) PC: I1 PT: 14 PC: 1+� r PT. 1 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO 7-8 R L 8 8 8 8 8 9 + + - -- 21-1 �4+1 - + Q —�—s (R.O.W. �► - -► - -I - I I � I II I II �N / N♦ N� N N�.I ' ♦OI a 2+'00 0 OHU O�i OqU OH a x OHU \ 1 3W3SV3 AlnIlf1 ,Ol a � a ss ss mom / ' 0 CONNECT TO EXIST. FL 10 STA=2+34.09 OS=0.00' (FIELD VERIFY) OHU � z m 24" X 36" SURVEY FM FLATIRONS, INC. SURVEY DAIS 07/10/19 N C03445 040 Z 9* r 2 OF 4 CO2 D N � � � ¢ o �I a PVI STA: 0+93.94 N PC: I1 PT: 14 PC: 1+� r PT. 1 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO 7-8 R L 8 8 8 8 8 9 + + - -- 21-1 �4+1 - + Q —�—s (R.O.W. �► - -► - -I - I I � I II I II �N / N♦ N� N N�.I ' ♦OI a 2+'00 0 OHU O�i OqU OH a x OHU \ 1 3W3SV3 AlnIlf1 ,Ol a � a ss ss mom / ' 0 CONNECT TO EXIST. FL 10 STA=2+34.09 OS=0.00' (FIELD VERIFY) OHU 1+00 2+00 2+50 1 GRAPHIC SCALE 10 0 10 20 (IN FEET) I HORIZ 1 INCH = 10 FT VERT: 1 INCH = 2 FT Z z � z m 24" X 36" SURVEY FM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 040 Z 9* r 2 OF 4 CO2 D � ¢ o a PVI STA: 0+93.94 N N m M z PVI ELEV: 5441.25 (� z K: 1.23 � CD CD A: -4.05X 01 CV co a rn c� CD c IH PVI STA: 1+30.04 m PVI ELM. 5438.52 CONNECT OF EXIST. FL K: 4.69 PVIS: 0+88.81 A: 3.20% PVIE: 5441.43 LVC: 15.00 PVI STA: 1+62.93 (FIELD VERIFY) PVI ELEV: 5437.09 PVI STA: 1+96.92 AT FLOWLINE 38 A ^'. K: 9.43 PVI ELEV 5436.33 ------ + A: 2.12X LVC: 20.00 K: 7.33 1 A. -273% ,\\y56Z sjU I LVC: 20.00 + + 4mn w 5441 M m - \' CONNECT TO EXIST. FL - PVIS: 2+34.09 - PVIE: 5434.48 PROPOSED GRADE - -4.ggZ (FIELD VERIFY) AT FLOWLINE 5431 rw �� �� �� in 1+00 2+00 2+50 1 GRAPHIC SCALE 10 0 10 20 (IN FEET) I HORIZ 1 INCH = 10 FT VERT: 1 INCH = 2 FT Z z � z m 24" X 36" SURVEY FM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 DRAVMID NAME 3445 - P&P.dwg Z 9* r 2 OF 4 CO2 D � ¢ o a N N m M z (� z g � CD CD 01 CV co a "WARM UNIER VIE =a w r E/ 0;O220 .,� W AL SUBVSrfAL W ORAVMID SIZE 24" X 36" SURVEY FM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 DRAVMID NAME 3445 - P&P.dwg Z 9* r 2 OF 4 CO2 � ¢ o a N N M z (� z g � CD CD 01 CV co "WARM UNIER VIE =a w r E/ 0;O220 .,� W AL SUBVSrfAL XX/XX/XX ORAVMID SIZE 24" X 36" SURVEY FM FLATIRONS, INC. SURVEY DAIS 07/10/19 JOB N0. C03445 DRAVMID NAME 3445 - P&P.dwg 9* r 2 OF 4 CO2 E E 0 0 c 0 0 c\ 0 N a Ln / 0 0 0 0 U 0 U c 0 0 N r� 0 0 co 0 5445 5445 5445 1+00 5445 20 10 10 5440 i440 VERTICAL CURB WITH 5 SIDEWALK _ 5440 (TYP.) PER CITY DETAIL (CS) SEC ON (TYP.) N 5435 •o v� circ cv 5435 1435 1435 �o � 5435 5440 5435 �' ON 5441 PROPOSED a� W EXISTING GRADE AT 5430 5440 CURB FL ELEVATION WINE (TYP.) CURB FLOWLINE `, 5441 a � M � 5430 CA Rc 1+00 5445 30 20 10 f 10 5435 5435 1+20 5445 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO I 30 20 10 f 10 5435 1+30 5445 5445- 20 10 10 5440 i440 VERTICAL CURB WITH 5 SIDEWALK _ 5440 (TYP.) PER CITY DETAIL (CS) SEC ON (TYP.) N 5435 •o v� circ cv 5435 1435 1435 �o � 5435 5440 5435 �' ON 5441 PROPOSED a� W EXISTING GRADE AT 5430 CURB FL ELEVATION WINE (TYP.) CURB FLOWLINE (TYP.) a � o 5430 30 20 10 f 10 5435 5435 1+20 5445 PLOT PLAN 6200 1 MS32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, JEFFRSON COUNTY, COLORADO I 30 20 10 f 10 5435 1+30 5445 5445- 6.LI-im-t t•� 20 10 10 5440 i440 _ — _ 5435 _ 5440 (TYP.) o� N N 5435 •o v� circ cv 5435 1435 1435 �o � 5435 6.LI-im-t t•� ;c:LI�:I[�?x117 10 0 10 20 (IN FEET) HORIZ 1 INCH = 10 FT VERT. 1 INCH = 2 FT 1+40 5445 5445 20 10 10 5440 Mo- EXIST. GRADE 5435 _ 5440 (TYP.) o� 5435 •o v� circ cv 5435 1435 1435 �o � 5435 ;c:LI�:I[�?x117 10 0 10 20 (IN FEET) HORIZ 1 INCH = 10 FT VERT. 1 INCH = 2 FT 1+40 5445 5445 20 10 10 5440 1440 EXIST. GRADE 5435 _ 5440 (TYP.) o� 5435 •o v� circ cv 5435 1435 30 20 10 10 1+50 1440 J44V Z S Z JT7U 1440 EXIST. GRADE 5435 _ 5440 (TYP.) 5435 v� cv 5435 1435 1435 �o � 5435 435m 5435 �' ON 5435 a� W U-3 5430 J44V Z S Z JT7U EXIST. GRADE 5435 _ (TYP.) 5435 v� 5435 1435 1435 �o � 5435 435m 5435 �' ON 5435 a� W U-3 5430 5435 30 20 10 q 10 5435 5435 30 20 10 q 10 5435 5435 30 20 10 q 10 5435 5430 30 20 10 q 10 5430 1+60 1+70 1+80 1+90 5440 5440 5440 5440 5440 5440 5440 5440 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 1435 �o � 5435 435m 5435 �' ON 5435 a� W U-3 5430 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) i435 v� 5435 1435 1435 �o � 5435 435m 5435 �' ON 5435 a� W U-3 5430 a � 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 1435 t�0 � 5435 435m 5435 �' ON 5435 a� W U-3 5430 a � 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 5435 1435 t�0 � 5435 435m 5435 �' ON 5435 a� W U-3 5430 5430 30 20 10 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 5430 30 20 10 fL 10 5430 2+00 2+10 2+20 2+30 5440 5440 5440 5440 5440 5440 5440 5440 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 t�0 � 435m 5435 �' ON 5435 a� W U-3 5430 a � � 5430 30 20 10 q 10 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) 1435 v� 5435 1435 t�0 � ----- ---- 5435 �' ON a� W U-3 5430 5430 Z S Z EXIST. GRADE 5435 _ (TYP.) v� m 1435 ----- ---- 5435 ON a� W U-3 30 20 10 q 10 30 20 10 q 10 5430 5430 30 20 10 q 10 �j Z Z Z S Z 5435 _ 5435 v� m 5430 5430 5430 30 20 10 q 10 �j Z Z Z S Z m a� W a w c� 0 w SUPERVISOR OF ��'ooNEM 'itis UJB T 39820 •cu FOR AND ON BEHALF OF L BASEIJNE OORPORAIRON WMAL SUBWrrAL XX/XX/XX ORAV NG SIZE 24" X 36" SURVEY FM SURVEY DAIS FLATIRONS, INC. 07/10/19 JOB N0. C03445 ORAVNG NAME 3445 - P&P.dwg SHEET 3 DP 4 CO3 2' 6" 5' MIN. 1# 6" 1.7%-2%MAX „ T 2' -6 - NOTE: 1. CONTRACTION JOINTS REQUIRED AT MAXIMUM 10' SPACING 2. VERTICAL CURB AND GUTTER TO BE PLACED MONOLITHIC WITH SIDEWALK 3. ALL SIDEWALK SHALL MEET THE CITY'S ADA REQUIREMENT OF 5' MINIMUM. VERTICAL CURB WITH SIDEWALK (CS) SECTION UPDATE: 7/8/19 DETAIL City of c -D02 VCG.SW CODE Wheatdge VERTICAL CURB WITH DEPARTMENT OF PUBLIC WORKS SIDEWALK (CS) SECTION ENGINEERING DIVISION APPRovEDBY. 01'v\ CURB & GUTT SIDEWALK CURB FACE MAY BE ORIENTED PERPENDICULAR TO BACK OF CURB OR ORIENTED IN THE DIRECTION OF CROSSING AS SHOWN. CURB & RAMP LANDING AREA IES VARIES I FL 2' MIN. EAl( cWebrus (�6" TO B„ wARwxa 4" TV. ORFACe TOP OF 2% PREF. 5X PAVEMENT 5% MAX. MA% RAMP fiii^.: GRADE BREAK GRADE BREAK PARALLEL RAMP (TYPICAL) PLOT PLAN 61A0 WEST 32ND AVENUE LOCATED IN SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CL OF RIG HT OF WAY 28' 19' 17' 11' THRU LANE -� '2%TYP. SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, COOT SECTION 203.07 4" HMA (GR S, PG 64-22) HOT MIX ASPHALT SPECIFIED ON DRAWI 2' UTILITY FL ZONE PL 65'MIN. SIDEWALK BOND BREAKER HERE WHEN ABUTTING EXISTING CONC. SAWCUT EXISTING WHEN RE VERTICAL CURB WITH SIDEWALK (6" THICK) 6" MIN. COMPACTED SUBGRADE HMA (GR SX, PG 64-22) 53' MIN. ROW LANEAGESECTION RECOMMENDED RESIDENTIAL STREET WITH PARKING (VCG) w1%MIN. -4%MAX. WL4� C -C B City of S -A01 LOC.RESID.VCG DETAIL PARALLEL RAMP NOTES 10' 22` CODE �Wheatl Is -b LOCAL RESIDENTIAL STREETS U DEPARTMENT OF PUBLIC WORKS WITH PARKING S ENGINEERING DIVISION APPROVEDBY: se APPROV . r.0 PARALLEL RAMP (SIDEWALK ENDS) CURB &I SEE DETECI SURFACE St DETAILS CURB Is LARDING AREA RUNNING SLOPE 2% PREF.. PARALLEL RAMP 0�(DIRECTION& - CROSSING IN ONE DIRECTION ONLY) 1 SIDEWALK TO SHOULDER TRANSITION SECTION C -C B C D SC SC2 PARALLEL RAMP NOTES 10' 22` 24' 38" © RAMP WIDTH - PROVIDE A RAMP WIDTH EDU& TO THE ADJOINING SIDEWALK, PROVIDE 4 FT. WIDTH MINIMUM. RAMPS SERVICING U CURB RAMP 4'MIN Sheet No. 4 of 4 yL SHARED USE PATHS SH&L MATCH THE WIDTH OF THE PATH. VARIES TURNING SPACE (SCREWS TO BE IN PLACE AT THE N �o F 8 8 -4— O RAMP RUNNING SLOPE - 8.3% MAX. SIDEWALKGRADE BREAK O p° TYP GRADE BREAK RAMP CROSS SLOPE - 2.0X MAX. lGcTC To AN'EIRON BOLTWELDED TO ANGLE IRON@2'-0'CC, B.JX MA%, SEER NOTE 5O TURNING SPACE RUNNING SLOPE - 2.0% MAX. TURNING SPACE RUNNING SLOPE IS MEASURED PERPENDICULAR TO THE BACK OF CURB. CURB RAIT CONCRETE O TURNING SPACE GROSS SLOPE - 2.OX TYPICAL, AT CROSSINGS WITHOUT YIELD OR STOP CONTROL, OR WITH A SIGNAL WHERE GRADE BRE PK PEDESTRIAN CURB VEHICLES CAN PROCEED THROUGH THE INTERSECTION WITHOUT SLOWING OR STOPPING, THE CROSS SLOPE OF THE TURNING SPACE SECTION B -B MAY EQUAL THE HIGHWAY GRADE. AT MIDBLOCK PEDESTRIAN STREET CROSSINGS THE TURNING SPACE GROSS SLOPE MAY EQUAL THE HIGHWAY GRADE TURNING SPACE CROSS SLOPE IS MEASURED IN THE DIRECTION OF THE RAMP RUN © TURNING SPACE DIMENSIONS - PROVIDE A TURNING SPACE AT THE BOTTOM OF PARALLEL RAMPS WITH A WIDTH EQUAL TO THE SIDEWALK WIDTH OF THE CURB RAMP. PROVIDE 4 FT. MINIMUM, MEASURED IN THE DIRECTION OF THE RAMP RUN. IF THE TURNING SPACE TURNING SPACE - IS CONSTRAINED ON TWO SIDES, PROVIDE 5 FT, MEASURED IN THE DIRECTION OF PEDESTRIAN STREET CROSSING.THE TURNING CONCRETE VAIN. FL SPACE MAY CONTAIN THE DETECTABLE WARNING SURFACE. PEDESTRIAN CURB I 2'MIN 6"IDB" ® TURNING SPACE D SQ © 7O RAMP ALIGNMENT - RAMPS SHALL BE ALIGNED SO THE TURNING SPACE IS FULLY CONTAINED WITHIN THE CROSSWALK OR STREET TIicTTn� TOP OF CROSSING THEY SERVE. PROVIDE LINE RAMP FOR EACH STREET CROSSING DIRECTION. IN ALTERATIONS, WHERE EXISTING PHYSIC& soslpE SX PAVEMENT DETECTABLE WARNING SURFACE CONSTRAINTS PREVENT PROVIDING ONE CURB RAMP OT FOR EACH CROSSING DIRECTION, . SINGLE DIAGONAL CURB RAMP (ON THE APE% 2X MAX. MAR. ED (DWS) UFA CORNER)SHALLBE PERMITTED i0 SERVE UCTI PEDESTRIAN STREET CROSSINGS. DIAGON& RAMPS IRE NOT ACCEPTABLE IN NEW CONSTRUCTION, UR FULL -DEPTH RECONSTRUCTION. V 6O RA11P LENGTH - PAR&LEL RAMP LENGTH IS DEPENDENT UPON THE RAMP SLOPE ARD THE CHANGE OF ELEVATION FROM THE IN 6" 6" SPACE TO THE SIDEWALK. WHERE TERRAIN IS SLOPING A RAMP IS NOT REQUIRED TO CHASE GRADE MORE THAN 15 FT, REGARDLESS OF THE RESULTING RAMP SLOPE. SECTION A—A TYPE 2 PARALLEL CURB RAMPS aD GOITER COUNTER SLOPE -5Q%MAX. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 West Howard Place Designer Initials: JBK CDDT HQ, 3rd Floor M-608-1�u\\tv�� Last Modification Data: 07/31/19 Cr Denver, GU 80204 Standard Sheet NO. 4 Of 10 Details, Initials: LTA I� Phone: 303-757-9021 FAX: 303-757-9868 CAD Ver.: MnoStauon V8 Scale: Not to Scale Units: Puget I= Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: TYPE A B C D SC SC2 14' 26' 10' 22` 24' 38" 318' ill' U SEE DETAIL -A" AND SECTION A -A ON PAGE 2 FOR LOCATIONS OF DIMENSIONS A,B,C,BD. PLAN VIEW SIDEWALK CHASE E 461� CITY OF WHEAT RIDGE LI -A01 CURB.CHASE DETAIL CODE DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 1 OF 2 U ENGINEERING DIVISION PLAN VIEW APPROVEOBY: SNN OSA] 6' SLOPE VARIES OPE VARIES A 2% 2% 21 21 SHOWN ON PIANS 1 Ila /CONCRETE B AMC Gum CONCRETE DRIVEWAY ENTRANCE TYPE 3 W IGE(TYP) HOTDIPPEDGALVENRED STEEL TREAD PLATE 2' x T X 1/4' GALVANREO ANGLE IRON W N �a j 4l 114-IFT 11 1'/FT i 6" SECTION B -B MOUNTABLE CURB MEASUREMENT: EACH PAYMENT: SO OR SC2 SIDEWALK CHASE NOT TO SCALE SECTION B -B VERTICAL CURB Q nneeL Kevlslons Date: Comments CITY OF WHEAT RIDGE 1/7 X 1W COUNTERSINK SCREWS. DETAIL Creation Date: 07/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA CODE - DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 2 OF 2 U 3 DRILLED AND TAPPED PER SIDE SECTION A -A AND SECTION B -B Sheet No. 4 of 4 yL CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh 0 (SCREWS TO BE IN PLACE AT THE N �o F 8 8 TIME OF POUR TO KEEP THREADS CLEAN) O O PAY ITEMLIMITS FROM lGcTC To AN'EIRON BOLTWELDED TO ANGLE IRON@2'-0'CC, GUTTER LIP TO RACK OF WALK SECTION A -A DETAIL "A" NOT TO SCALE FL fi 2 7 FTX' _ 1 6' I _ SW VARIES �1 (S E PLANSI (SEE PLANS) - I .._. _A 10 j 4l 114-IFT 11 1'/FT i 6" SECTION B -B MOUNTABLE CURB MEASUREMENT: EACH PAYMENT: SO OR SC2 SIDEWALK CHASE NOT TO SCALE SECTION B -B VERTICAL CURB SIDEWALK CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH 6' TRANSITION SHOWN DN PLANS TRANSITION 4„ 6.. 4„ 6„ 6., CF I ONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS .. SHOWN ON PLMS ..II 6., -.. CURB &CUTLER VARIESi o�� 2X DRIVEWAY (BY OTHERS) SECTION B -B CONCRETE SIDEWALK DRIVEWAY (BY OTHERS) - NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER DESTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURE &GUTTER RAUP WITH 12HdV SLOPE (TYP) CURB & CUTTER TYPE 3 ISOMETRIC VIEW computer rue mrormaii Q nneeL Kevlslons Date: Comments CITY OF WHEAT RIDGE U -A01 CURB.CHASE DETAIL Creation Date: 07/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA CODE - DEPT. OF PUBLIC WORKS SIDEWALK CHASE PAGE 2 OF 2 U ENGINEERING DIVISION SECTION A -A AND SECTION B -B Sheet No. 4 of 4 APPRWFDBY: SNN C&G] CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh SIDEWALK CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH 6' TRANSITION SHOWN DN PLANS TRANSITION 4„ 6.. 4„ 6„ 6., CF I ONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS .. SHOWN ON PLMS ..II 6., -.. CURB &CUTLER VARIESi o�� 2X DRIVEWAY (BY OTHERS) SECTION B -B CONCRETE SIDEWALK DRIVEWAY (BY OTHERS) - NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER DESTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURE &GUTTER RAUP WITH 12HdV SLOPE (TYP) CURB & CUTTER TYPE 3 ISOMETRIC VIEW computer rue mrormaii Q nneeL Kevlslons Date: Comments Colorado Department of Transportation 4201 East Arkansas Avenue _-- /)% Denver, Colorado 80222 Phone: (303) 757-9083 ! Fax: (303) 757-9820 Project Development Branch DD/LTA CURB GUTTERS 7 1 AND SIDEWALKS STANDARD PLAN NO. Creation Date: 07/04/06 Int101s: DO Last Modification Date: 07/19/12 Initials: LTA M-609-1 FullPalm www.doLBtate.co.us/DesignSupport/ Drawing File Name: 609010404.dgn I� Sheet No. 4 of 4 Issued By: Project Development Branch on July 04, 2006 CAD Ver.: MrcroSlalion V8 Scale: Not to Scale Units: Engrsh F� FL all NIHIL SIMIM rAL XX/XX/XX DRUM 24' X 36" A8 M6 C03445 pGMM1 NM9 3445 - DTLS.dwg seer 4 a 4 C04 Q p pa N 9E3 ,to " - h- 0 N �o 8 8 O O CV NIHIL SIMIM rAL XX/XX/XX DRUM 24' X 36" A8 M6 C03445 pGMM1 NM9 3445 - DTLS.dwg seer 4 a 4 C04 4'� City of '� Wheatjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3193 Jay Street General Contractor: Mann Builders LLC Company Name: Rayo Electric, Inc. Contact Phone #: 720-732-0990 Wheat Ridge Contractor License #:2_21696 (required field) State License #: 92-089-8494 Master License#: ME.0027385 Alejandro Guerrero Printed Name of Authorized Agent DlglbllyAgned byAlgandro Alejandro Guerrero Guelyro Date. 2020 12 14 13 27, 49 0700 12/14/2020 Signature of Authorized Agent Date i `® ! ®_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us/inspection Date: Inspector: tom' ter. DO NOT REMOVE THIS NOTICE Permit #202000243 10-24-20 KM CENSPACE, LLC 580 Burbank St., Unit 120 Broomfield, CO 80020 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com October 22, 2020 CO.7978.02 Mann Builders 7165 W. 32nd. Ave. Wheat Ridge, CO 80033 RE: Shear Wall Inspection Subject Location: 3193 Jay Street Wheat Ridge, CO 80033 Permit Number: 202000243 To Whom It May Concern, CENSPACE, LLC inspected and reviewed the shear walls for the duplex at the above referenced location in response to building department comments received on October 14, 2020. The comments were in regards to sheathing nailing, anchor bolt spacing, and concealed anchor bolts within the structure. It is my opinion that the additional sheathing nailing completed is now in compliance with the approved structural plans. It is also my opinion that the concealed anchor bolts within the structure were built according to the approved structural plans, and the additional epoxied anchor bolts for Shear Wall Type C are an adequate field repair. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, pp0 CIC CENSPACE, LLC Prepared by: ; Brandon Fleming, E.I.T. . R ._. cvicwcd and Approved by: Kyle Swartz, P.E. Page 1 of 1 (D C7C— 0 CD C2( > om C CL 3 M Cr CD (D M L ] o (D EE z 0 C� �m CD z CD m 0 I c) cn 0 CD CD 0 1�) 00 0 M 0 < Lri 0 0 \\ \ \fid C) 0 Zr M (D CD CD C5 a- Cl) (D \\�0 (D Cl) CD \ \ z 0 CD � } \� \\ CD C) :3 (b :4 (D C7C— 0 CD C2( > om C CL 3 M Cr CD (D o (D EE z 0 ;m CA) Cn 1�) 00 0 M Lri 0 0 \\ \ \fid C) 0 o (D EE ;m • „ � City Of WheatRl d e COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: brandon fresquez 10/12/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: -7-31-ZOZ PERMIT# 2-07-04002-*" ADDRESS: 031413 T -AY 1'577 .^^ �1 LOT ) BLOCK — , 10 I itk-004) 1' I `) AJOA SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: Z G - 0 REAR: Z SIDE: /0 ' / SIDE: 4z e ' Z. If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have bit determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete The setback and elevation Signed Print Top of foundation subsequent to placement of concrete Professional locations are identified on the attached exhibit. 160) www.ci.wheatridgexo.us Date %-3 1 �Z(� Rev 11/18 EXHIBIT LEGAL DESCRIPTON ® N89.42'46'E 127.19' 01, FI([llr0)!ME II1C (PROVIDED BY lHE IX ENT) IonU.hrvryM fires D® RECORDED ON 1/8/2915 AT REG N0. 5o.tl'(P) =5 MANE .. 2915004291 BWIDW, COSXR)I PN. (]N) M3-]fAl LOT 1. I +S F"( ) 9 MIRKONCH MINOR SUBDIN90N. BEING A RESUBDIVISION OF LOT 5 AND THE NORTH 0 25,71 FEET OF LOT A JALAMAR SUBDIMSON. COUNTY OF I LOT t COLORADO. STATE OF COLORADO.O. o T £ WEST 32" AVENUE I_ O (R.O.W. VARIES) 3 + ® N89.42'46'E 127.19' 01, 5o.tl'(P) 99O'2G- 1P IIIINIY EA4YfM (P) 8959 I +S 0 6200 W, 32ND ST i e+w.e• c++ne' I LOT t o £ z 51N6' z w+Rs I n >g m r N o n.V CONCRETEFORMS ONLY F 36 o (UNDER CONSTRUCTION) (UNDER w � b OQ cn m y _ d O C t IO S eITY efA.6' y F f /unY DT +qy 3 elT.e' y ffi of 9109 JAY 8T e+n,r sO.tO•(p) S89'42WIN 127.19 1LOT 2 14 O MIRKOVICH MINOR SUBDIVISION SCALE N.T.S. NMex 1 -THIS S OF WAY, ODES NOT OR ENWTE A TTE SEARCH BY BY THE P INC. TO DETERMINE OWNERSHIP, RIGHTS OF WAY, EASEMENTS N EN R RIGHT OF NOT SHOWN BY THE PLAT THAT MAY AFFECT THIS TRACT OF LAND. THERE MAY DE EASEMENTS OR HIGHER OF WAY P THE PUeDC RECORD THAT MAY AFFECT THS TRACT OF LAND THAT ARE NOT SHOWN ON THIS ENDED T E. 2 -AN IMPROVEMENT SURVEY PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATION OF THE IMPROVEMENTS SHOWN HEREON. 3 -THE D ON NOS SHOWN HEREON REPRESENT AS -BUILT ME4SJRE4EN7S OBTAINED RFI JULY 30, 2020 ARE BASED ON NDS POINT F 412 NS A MY OTHER DAM. ON OF 556274. SURVEYOR OR NAVIES NO IN=DIFJITATDN TO ING. W ONS ON ANY OTHER DATE. INSTALIAERE OF ADDITONPL IMPRO A L INCWDING LANDSCAPING, 'RLL HOWWANCEA THE WETS REQECTD HEREON. 4 -SPOT SHOT PROPOSED ARE SHOWS AT THEW HEREON. REQUEST. SPOT EIEVATONS ARE U 10 TOP OF PROPGSm ARE PS SHOWN HEREON. -_ N NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. W E 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. S 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:'L') Job Address: Permit Number: ;3L y a)- o L> j �t " ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Ncj When corrections have been made, schedule for re -inspection online at. http://www.ci.wheatridge.co.us inspection Date' 2 '? ` L v —Inspector:'')) DO NOT REMOVE THIS NOTICE A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: u Wit` ❑ No one available for inspection: Time �?� AM/PM Re -Inspection required: `es No When corrections have been made, schedule for re -inspection online at: http.l www. ci. wheatridge.co. uslinspection Cha Date: ivd Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S Vx =P t �jc— ` Job Address: � �, l� '-1 Permit Number: C ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nth When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co, uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S Vx =P t �jc— ` Job Address: � �, l� '-1 Permit Number: C ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nth When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co, uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE f Inspection Type: Job Address: Permit Number: i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww. ci, wheatridge, co, usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'V`p Job Address: C"1 .- _) P.. - Permit Number: ;; --)4;, ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes II When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uarinspection Date:' 1``�' ��'t-" Inspector: -, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address: 1(� �= S Permit Number:y (��� (--1 ~ a r f Y yi,\a k1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: ' ��'� `� Inspector: DO NOT REMOVE THIS NOTICE 3193jayst202000243 To Whom It May Concern, CENSPACE, LLC inspected and reviewed the foundation wall reinforcing for the duplex at the above referenced location prior to the placing of concrete, including the UFERs which were in place at the time of the inspection. It is my opinion that the reinforcing and UFERs have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 CENSPAC,E, LLC OCAE7 56ank SCUnit 120 CO 80020 Fax 59) 6559116e7r—w Pubne9(909)65 911 .1irm4pace ban July 31, 2020 CO.7978.02 Mann Builders 7165 W. 32°a. Ave. Wheat Ridge, CO 80033 RE: Foundation Reinforcing Inspection Subject Location: 3193 Jay Street Wheat Ridge, CO 80033 Permit Number: 202000243 To Whom It May Concern, CENSPACE, LLC inspected and reviewed the foundation wall reinforcing for the duplex at the above referenced location prior to the placing of concrete, including the UFERs which were in place at the time of the inspection. It is my opinion that the reinforcing and UFERs have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes (N.:- When corrections have been made, http://www. cl. whea tridge. co. uslinsp4 Date' M online at: 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t -e 1 V W °' `` Job Address: '�; \C1\3 3j2_):�::4 PermitNumber: h k k n \i_ 1: C rt. \e\" -("k ❑ No one available for inspection: Time 6i AM/PM Re -Inspection required: Yes ,' No.,/ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: '' 3I' J Inspector: DO NOT REMOVE THIS NOTICE 3193jayst202000243 To Whom It May Concern, CENSPACE, LLC inspected and reviewed the foundation wall reinforcing for the duplex at the above referenced location prior to the placing of concrete, including the UFERs which were in place at the time of the inspection. It is my opinion that the reinforcing and UFERs have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 CENSPAC,E, LLC OCAE7 56ank SCUnit 120 CO 80020 Fax 59) 6559116e7r—w Pubne9(909)65 911 .1irm4pace ban July 31, 2020 CO.7978.02 Mann Builders 7165 W. 32°a. Ave. Wheat Ridge, CO 80033 RE: Foundation Reinforcing Inspection Subject Location: 3193 Jay Street Wheat Ridge, CO 80033 Permit Number: 202000243 To Whom It May Concern, CENSPACE, LLC inspected and reviewed the foundation wall reinforcing for the duplex at the above referenced location prior to the placing of concrete, including the UFERs which were in place at the time of the inspection. It is my opinion that the reinforcing and UFERs have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 9 t P I _ Job Address: :SV, 7 s t Permit Number: -`4 q 1 4. ❑ No one available for inspection: Time (if I AM/PM Re -Inspection required: Yeses, No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date' �,�'1 &) —Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Duplex - New PERMIT - 202000243 202000243 ISSUED: 06/09/2020 3193 Jay St EXPIRES: 06/09/2021 New 1/2 duplex with attached 2 car garage - 3,076 sq ft. total * * * CON'T'ACTS * * * FEES Total Valuation OWNER (434)989-6705 FREEDMAN CHAD 1,993.58 Use Tax GC (812)219-9736 DAVID J. MANN 150030 MANN BUILDERS LLC SUB (303)862-3810 BIANCO ELECTRIC 100080 BIANCO ELECTRIC SUB (970)372-7438 THOMAS WOOD 090068 C&F ENTERPRISES SUB (303)364-8256 BRYAN & JEREMY GRAY 120139 ROAD RUNNER HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 400,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,993.58 Use Tax 8,400.00 Permit Fee 3,067.05 Engin. Review Fee 150.00 Park Land Dedication 2,49-7.29 ** TOTAL ** 16,107.92 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all ` applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey, Improvement Survey Plat, or ALTA/AGSM Land Title Survey shall be submitted to the City to verify compliance with approved plans. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the p] -an set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, from the existing edge of pavement brick pavers or similar materials. Works Department at 303-235-2861. the first twenty-five feet (25&#39;) of driveway area into the site shall be surfaced with concrete, asphalt, A right-of-way permit may be required; contact Public Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback ON EACH TREET FRONTAGE (32nd Ave and Jay Street). n addition, no less than twenty-five percent (25%) of the gross lot area and no less than ne hundred percent (100%) of the front yard shall be landscaped. 11 landscaping shall be in conformance with Section 26-502 of the Zoning and Development ode. All landscaping shall be installed in accordance with the approved landscape plan rior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% f the cost of the installation shall be required. ublic Improvements required on Jay Street and must be installed prior to CO. arkland fees for one unit_ due at time of permit issuance. esidents may not move in prior to CO. 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 erin I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans 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 ppermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable codp.ewany ordinancl gr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6atpsge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (�3� ISA ��v General Contractor: Cly f S FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: d�f� �r Gi V� Contact Phone #: �3 JBZS� Wheat Ridge Contractor License #: W ` (required field) Printed Name of Authori a Agent br 2U 1gnatm e f Authorize gent Dat 7' heat- id e COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to dat prior to permit issuance. Project Address: General Contractor: A FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name�'� Contact Phone #:✓ Jl0 i ` 150 Wheat Ridge Contractor License #: 1 —O \ (required field) Printed Name of Authorized Ag t C�gzo Signal of Authorized Agent Dat 4'� City of '� Wheatjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 6200 W 32nd Avenue/3193 Jay Street General Contractor: MANN BUILDERS Company Name: C&FENTERPRISES Contact Phone#: 970-372-7438 Wheat Ridge Contractor License #:--Q-90068 (required field) State License #: PC.0001908 Master License#: MR00189343 THOMAS WOOD Printed Name of Authorized Agent 06/06/2020 Signature ofA4utho-rized Agent Date City of (x, . W heate COMMUNITY DEVELOPMY�j(J ENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci-wheatridae.co.us FOR OFFICE USE ONLY Date: n I q / Plan/Permit # �,� /l�/1 V/N�C`nWf ►� �-3 Plan Review Fee: � 5 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I r�(A -J i` p P; I Owner Property Owner Email: Tenant Name (Commercial Projects Only) AW Phone: Property Owner Mailing Address: (if different than property address) Address: Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: IN wG Phone:_ 36 �gm W Phone:_ For Plan Review Questions & Comments (please print): CONTACT NAME (p/ease print):_ T)(;",i /V�� may+ f� Phone: M CONTACT EMAIL(p/ease -)nb aC) Sub Cont actors Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: �� Plumbing: f , , ��"' W.R. City License # W.R. City License # 'j Mechanical: C0nik f4, n1 � W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed,'including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. '�y W i i + ((� 16 ter- 0'rr Sq. Ft./LF BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: _ Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $) a "0(�� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER)) j(CONN`T/RRACTOR) DATE: � `a7t l — d V' Signature (first and las name): Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer; BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: PUBLIC WORKS COMMENTS: Reviewer: =Bullding Valuation: Wheat, heat J 1ci jC MY OF WHExr Rw(,E BUILDING AND INSPECTION SF-RVICE$ DIVISION 7500 W 29th Ave lVheat Ridge, CO 80033-SDDI p. 303.235.2855.E 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission Applications presented for submission without a completed Proof of Submission form from a required j�agency will not be accepted or processed. Date: } U �� Project Address: Name of Firm/Individual submitting documents: Project Type/Description: bon } 'n'. n Signature of Firm Representative or Individual: DO NOT WRITE 13ELOW THIS POINT - FOR AGENCY USE ONLY indicate below and do, by my signature be and approval of the project indicated above, Agency represented: (Please chink( one) a Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water , am a duty authorized representative of the agency Wedge receipt of documents necessary for review Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District c Westridge Sanitation District o Other Agency Notes: A ..A cam,' ,� • c/,U j 15,x_ 4 v.n r r t Y Yt a S% L G, tk VIA l-,.r'.r A 1 a Signature: Date: L a r 0(y of W heatis age CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required j agency will not be accepted or processed. Date: 0 yv1 V Project Address:' Name of Firm/Individual submitting documents: IV - :� t Project Type/Description: ,1V l ems' J I , 1P k Signature of Firm Representative or Individual i ngicatbTWI, and approval DO NOT WRITE RFI nW Tuic ine project inaicated above. Agency represented: (Please check one) - FOR AGENCY USE ONLY , am a duly authorized representative of the agency iwledge receipt of documents necessary for review K Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other 701 Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 80116 • Phone ao a 00 qa/� 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com Chad Freedman 6200 West 32nd Avenue Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 6200 WEST 32ND AVENUE JEFFERSON COUN'T'Y, COLORADO REPORT NO. 19-323 August 23, 2019 F 30452 NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Structural Fill Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 4 6 7 7 7 8 9 9 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Information about the Report Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 GENERAL This report presents the results of data obtained during the subsurface investigation at 6200 WEST 32ND AVENUE, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at the site. It is our understanding a duplex with a basement is planned for this site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,000 pounds per linear foot of foundation wall. The general topography of the site slopes approximately 1% to the west. The vegetation at the site consists of native trees, grass and weeds. The weather was hot and sunny at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on August 2, 2019 at the site shown on the Location Map. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. g At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and d density was obtained from relatively undisturbed drive samples of ry Swell - consolidation tests were performed on typical soil samples see Figure3.sThese tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. When checked later groundwater was measured at a depth of 14 feet in B1 and B2 was dry; 131 caved to 16 feet and B2 caved to 6 feet. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative August 23, 2019 1 Subsurface Investigation Colorado GeosciChad Freedman ence and Design, Inc. Report No. 19-323 Of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test Presented in this report. An excavation observation is required and muss as performed by a representative of this office to verify existing soil conditionst be the proposed design bearing pressure. The excavation observation , and must be performed only after the entire building footprint has been excavated to the bearing elevation. In addition, it may be necessary to revise our bottom of foundation recommendations based upon results of the excavation. The fee for this observa and/or revised foundation recommendations is not inclu r_e ded in t1On Failure to follow the observation requirements noted herein may jeopardize success of this construction project and Colorado Geoscience and Design the Inc. shall be absolved from any and all responsibility for any damages arisingnc. the failure to obtain proper site observations. g from If an individual or contractor performs an open -hole or site obs disregards the foundation recommendations cited herein, other th ation e provided by Colorado Geoscience and Design, Inc.'s, or that which has those approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant con me recommendations. construction FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the duplex be founded on drilled piers and grade beams or continuous concreteproposed and pads. A professional engineer should use the following design criteria to design t sign t foundations. hee 1. Piers shall be a minimum 10 -inch diameter. 2. Piers shall be a minimum of 22 feet deep with a minimum embedment o sandy claystone. f 7 into the 3. Piers shall be designed for a maximum end bearing capacity of 25 000 square foot. pounds per 4. Side shear resistance of 2,500 pounds per square foot for the 7 foot o pier embedded into the sandy claystone. p rtion of the 5. Piers shall be designed for a minimum dead load of 10,000 poundser square foot to resist uplift. If the minimum dead load pressure cannot be met, the ier p Should be increased to offset any dead load deficiency. P length August 23, 2019 2 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 6. All piers shall be reinforced their full length with steel rebar. The pier reinforcing shall be designed to resist the tension resulting from the maximum pliftp ressur s. No less than 1% of steel based on the pier end area shall be used Tho es' reinforcing steel shall extend into the foundation wall a sufficient distance to develop the bars in tension. fully 7. The recommended diameter must be maintained at the top of each pier hole. recommend forming the top portion of the pier with cylindrical cardboard foams to Prevent mushrooming 8. The drilled pier holes shall be cleaned of all loose material and filled imm with concrete to prevent sloughing of loose soil or infiltration of water. edlately 9. The foundation walls shall be designed for an active horizontal pressure based an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads and shall be designed to distribute the applied loads between n 10.A void form of a minimum of four inches (4") shall be placed under the fo grade beam walls between the drilled piers. undation 11. If water is present in the drilled pier hole, the concrete shall be Pumped or tr to the bottom of the pier to displace the water. p emmied ALTERNATE FOUNDAT/ON RECOMMENDATION: An alternate and satisfactory foundation recommendation for the proposed duplex would be continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. use 1. The footings and pads shall be designed for a maximum soil bearing res 1,750 pounds per square foot (DL+LL). The entire foundation shall bear o of a minimum of 4 feet of structural fill material and at least 3 feet above the roundwa a (See "Placement of Structural Fill"). 9 ter 2. No footing or pad shall bear upon topsoil or soils that contain organic mate loose and disturbed soil shall be removed before pouring the concrete material. All footings or bearing pads. the 3. All continuous footings supporting perimeter concrete foundation walls shall least 16 inches wide. We recommend footings be reinforced to bridge isolatedbe at soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. August 23, 2019 3 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of %". CRITERIA FOR SLABiuftiii�-ON-GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. H cnange in water content in soils is a maior contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to % inch in width and/or differential are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in August 23, 2019 4 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential rharF Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High 6 Note: the rPnracantativc ncrr n,f ., .n ., .�..__ ___ _ _ _. they are a judgment of the swell of the soil and bedrock profile likely�to influence slab performance. rather, The swell potential of the indigenous soils for the residence at this site meets the criteria for moderate risk of slab -on -grade movement. THEREFORE, A STRUCTURAL FLOOR OVER A CRAWL SPACE IS REQUIRED FOR THE DRILLED PIER OPTION AND OVER EXCAVATION AND COMPACTION IS REQUIRED FOR THE FOOTING OPTION. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native sandstone bedrock soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. August 23, 2019 5 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than Y2" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF STRUCTURAL FILL Where structural fill placement is required, the following requirements shall be followed. The entire foundation including the garage shall be over -excavated 4 feet below the bottom of the footings and pads and 4 feet in all directions beyond the footprint of the foundation. The structural fill material shall consist of non -expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. The site soil is not suitable for use as structural fill. The fill material should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non -cohesive soils (sand) shall be placed at ±2% of the optimum moisture content and cohesive soils (clay) shall be placed at +3% to —1% of optimum moisture content. A Standard or Modified Proctor Curve (whichever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. An excavation August 23, 2019 6 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 observation and soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions, the depth of excavation, and quality of the compacted soil prior to the placement of the footings and pads. The fees for these tests are not included in the cost of the subsurface investigation. OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls Any soil disturbed or Imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-01, . The property owner should inspect the area around the foundation regularly particularly August 23, 2019 7 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5) of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building August 23, 2019 8 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in home U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results above the 1988 EPA -supported radon study for Colorado indicated that granitic rocks in p a 1987- generally have elevated levels of uranium. particular Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation basements and crawl spaces and sealing of the joints can mitigate build -u of gas. This mitigation is best implemented during the design and construction has of the residence. The Colorado Geologic Survey and the U.S. EPA are bo a of sources for additional information regarding radon. th good GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations a technically feasible to be constructed at the proposed site. The structures s appear to be designed for construction in the direct vicinity of the boring location. If the should be locations change, additional borings will be required to assess the soil cIf the proposed new location. ons at the Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to brin this r final design, and subsequent construction. g p o)ect into A qualified contractor experienced with similar projects should carry out the con of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. 9 drawings and In any soil investigation it is necessary to assume that the subsurface soil con ditions not vary greatly from the conditions encountered in our field and laboratorytesting. ng. d fur Our experience has been that at times soil conditions do change and variations do o and may become apparent at the time of excavation for the foundations stem. ccur The work contained herein was performed by, or and y licensed Professional Engineer in the State of Colorado. Professional supervision of a evaluations are presented based on information gathered during the drillingoperations, conversations with the owner and/or contractor, and on ex � grnents and p o projects. The performance of the project is not experience with similar projects. n any man, on engineering work and judgments rendered meet the standard of carenerof the e that the profession. The engineering services performed are within the limits set b thene Clien , y ent, August 23, 2019 9 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc, has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. August 23, 2019 10 WEST 32ND AVENUE LEGEND SOIL PROFILE TEST PIT QFOUNDATION SOIL TEST BORINGS OPERCOLATION TEST HOLES ❑ SOIL PROFILE HOLE evk Colorado Geoscience & Design,lnc. P.O.BOX68,FR KTOW ,CO. 80116, PHONE 0 (303) 68&2150 SITE MAP t Lu w N CHAD FREEDMAN ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR ESTIMATES MADE IN THE FIELD BY ID GPS LOCATOR ELEV B1 39'45.716'N 5446 105°03.918' W 6200 WEST 32ND AVENUE B2 39'45.706'N 5444 COLORADO 105°03.919' W CHAD FREEDMAN ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR ESTIMATES MADE IN THE FIELD BY COLORADO GEOSCIENCE PERSONNEL. THE LOCATIONS, DISTANCES, DIRECTIONS, ETC. ARE NOT THE RESULT OF A PROPERTY SURVEY BUT ARE SjTE LOCATION APPROXIMATIONS AND ARE NOT WARRANTED TO BE EXACT. IT IS THE OWNER/BUILDER'S RESPONSIBILITY TO DEFINE PROPERTY 6200 WEST 32ND AVENUE BOUNDARIES AND ENSURE ALL ON-STTE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. JEFFERSON COUNTY ALL DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION. COLORADO 1" =40' JOB NO. 19-323 FIG. 1 PROJECT: Subsurface Investigation JOB NO: 19-323 Colorado Geoscience and Design, Inc. CLIENT: Chad Freedman Log of Test Holes LOCATION:6200 West 32nd Avenue, Jefferson County Colorado DRILLING METHOD: 4" Continuous Flight Auger 1 2 100 92 5M a� m UL C .�0 84 LU 76 72 Clay, slightly sandy to very sandy, stiff to hard, slightly moist to moist, rust brown Claystone, sandy, moist, tan to brown s. Clay, slightly sandy to very 100 sandy, stiff to hard, slightly moist to moist, rust brown 92 [I3 m m y 0 M Claystone, sandy, moist, tan 84 m to brown 76 72 Notes: Where Applicable --- 1. x/y indicates that "x" number of blows of a 140 -pound hammer falling 30 a: Indicates ground water encountered during the drilling operation. inches are required to drive a 2 -inch diameter sampler "y" number of inches. b. Indicates ground water encountered after 24 hours. 2. 11 Indicates depth at which soil samples were taken. C. Indicates auger refusal. d. —C- Indicates caving. Figure 2 + +8 J +6 J W +4 LL N O +2 O Z 0 w Q -2 U � X J -4 W O CL Z -6 Z O U -8 SWELL - CONSOLIDATION TESTS I I I I I I 111 Swell/Consolidation under pressure due to wetting Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown + +8 J +6 J W +4 LL N O IX +2 O O 0 H _ W Q -2 U � W O -4 a Z Z -6 O U -8 I 111I I I I I Swell/Consolidation under pressure due to wetting I M] Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown JOB NO. 19-323 FIGURE 3 + 8 J +6 J W +4 LL O +2 O ZZ 0 W Q -2 U W--� -4 a O Z -6 O U -8 Water added to sample SWELL - CONSOLIDATION TESTS Swell/Consolidation under pressure due to wetting 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 4' Soil Description: Clay, slightly sandy to very sandy stiff to hard slightly moist to moist, rust brown + +8 J +6 J W +4 LL U) O iX +2 -- O O 0 H _ w Q -2 U D W --� -4 a- O N Z -6 O U -8 Water added to sample Swell/Consolidation under pressure due to wetting -- IIvi orvi Divi -I um 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 9' Soil Description: Clay, slightly sandy to very sandy stiff to hard slightly moist to moist, rust brown JOB NO. 19-323 FIGURE 3 M nor CM i �n'iioff iiine iimillimillimilliill 11111 zy" 11111VIAPPLIED PRESSURE (PSF)Test Hole No. 1 Depth 24' Soil Description: Claystone, sandV, moist, tan to brown JOB NO. 19-323 28,000 FIGURE 3 + +8 J +6 J W +4 LL U) O M +2 1 O �— ZO 0 W Q -2 U O W J -4 a O Z Z -6 O U 8 Water added to sample SWELL - CONSOLIDATION TESTS Swell/Consolidation under pressure due to wetting 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No._2 Depth 19' Soil Description: Claystone sandy, moist tan to brown JOB NO. 19-323 FIGURE 3 � E � 2 t 7 zi ± u / q k E �c f 2 .f / 7 � = a 0 R 3 2 7«/ « 7 ,k \ � c & c En .c 2 c = = 2 S c ® > \ % .y > \« R .>c a $ 2 £ 2 0 c$.7 E ���c E . 0.0 / 7 2 V) § 2 2 $ & 7/ / 2 3 7 �7� *t �yc coo :3 2 a £ J 2 2 a CD - ; ? - c %2 -in- «=90 n# 0 E o / E o> ¢ E% 0 $ E / E: Q 2 8 a Q£ O 6£ O 3 Q ƒ c % = f f m m c ®. � c o o C) ± § 7§t } / / / } \ 3 § k } c & q 2 =LO ƒ / / LO ƒk / » 2 / 2 \ $ / r- L E - \ \ ® 7 / \ ƒ / h \ a c o o 0 0 0 0 § . CD { 0 f © % q \ _ / f o o / m c/ 7 # c c . ƒ } q a . A ± u / BRACE WALLS, TOP & BOTTOM, PRIOR TO BACKFILLING LC-01 LL SLOPED - 12" PER FT. MIN. DO NOT DIKE WITH -SOD OR EDGING TOP 12" OF WELL -COMPACTED BACKFILL CONCRETE GRADE BE��I I ` �BOCKRIALELY COMPACTED FLOOR SLAB I DAMP PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE EXPANSION JOIpJ BOTTOM OF THE EXCAVATION. VOID BETWEEN PI 15# BUILDING FELT MIN. 3/4" TO 1 1/2" CLEAN GRAVEL MIN. " MI .4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PIER FOUNDATION) SECTION Colorado SCALE: NTS Geoscience & Design, Inc. P.O BO%68. FPANKTOWNCO 60116, PHONE 0 (3 0 3) 6U-21 50 BRACE WALLS, TOP & BOT., PRIOR TO BACKFILLING -- CONCRETE GRADE FLOOR SLAB EXPANSION JOINT 4" MIN. WELL SLOPED - 12" PER 10 FT. MIN. DO NOT DIKE WITH ,/'-SOD OR EDGING .. •moo• . O .I� • � IO• TOP 12" OF WELL -COMPACTED BACKFILL ODERATELY COMPACTED ACKFILL AMP PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 5# BUILDING FELT 3/4" TO 1 1/2- CLEAN GRAVEL 4 DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDATION) SECTION Colorado SCALE: NTS Geoscience & Design, Inc. P O. BOX 68, FIL1W O"N CO 80116 PHCO E # (303; 686-2'50 APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical infonnation and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical strictures prior to constriction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geoteclulical performance and provide the necessary recommendations for design and constriction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must detennine the level of risk they are willing to accept for the proposed constriction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate constriction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed constriction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc, in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs frorn that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recornmendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our frnn to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Pagel of 3 Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Shell Potential Chart SWELL POTENTIAL AT 1,000 LBS. 0 to %2% %2 to 1 %% 1 %2 to 3V2% 3%2 to 6% 6to8% Greater than 8% CLASSIFICATION Non-expansive/Very low Low Moderate High Very High Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge -of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - ininor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed fiirnace plenum, and possible pipe nipture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Construction details and proposed use a Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect strictures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with constriction in an expansive soil area and also must assume responsibility for maintenance of the stricture. The owner and prospective purchaser also should review "A Guide to Swelling Soils,fo3- Colorado Honrebuyess and Horneotivneys, 1, which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Pale 3 of 3 30900 O 3N0 N O ^" 3 TCD =(D O DC 0 c�CL 3�W �Q37W�� W (D p� 3� N) (D Q n'� (OD C7 O 0 N N m �. -1 co a) -i o 0 c � c -I c � *� c c a P O O O CD O (b O 0) O C O W W m m ��• co w c c N O Co -u-� 0000SPo 0 0 000000 o 0 0 = Q W 0 i W 0 CO 0 W -1 co a) -i .N. V c � c -I c 0k c c X10 UO.o §L'W c o it c N N S CD w '11 C j � Q g o` O r '?NERGY INNOVATIONS Protect Summary A09V North U3Job: 6200W32ndAvenue pperAHRl� Date: January3, 2020 Energy Innovations /1411)Q� J���By: Max NutQman nmmwnnwww�Phone: 720.281.4554 Email: max@eiboulder.com V*b www.eibouldercom 1 V V (j l —-u viculn, iviann Builders Notes: 6200 W 32nd Avenue (NORTH UNIT) vveatner: Winter Design Conditions Outside db °F Inside db 7 1 1 °F Design TD 70 OF Heating Summary Cooling Structure 1936 Ducts 16738 Btuh Central vent (0 cfm) 3387 Btuh (none) 0 Btuh Humidification Moisture difference Piping 0 Btuh Equipment load 0 Btuh 20125 Btuh infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Denver International, CO, US Simplified Tight 0 Heating 1936 Cooling Structure 1936 15487 15487 0.18 0.09 46 23 Heating Equipment Summary Make Carrier Trade Carrier Performance Boost Sing. Model 59S P2A040E 17--12 AHRI ref 0 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 40000 Btuh 29600 Btuh 41 OF 800 cfm 0.040 cfm/Btuh 0.70 in H2O Summer Design Conditions Outside db Structure Inside db 92 OF Design TD 75 OF Daily range 17 OF Relative humidity H Moisture difference o 30 /o 712 Btuh -5 gr/Ib Sensible Cooling Equipment Load Sizing Structure Cooling Equipment Summary Ducts 12276 Btuh Central vent (0 cfm) 2017 Btuh (none) 0 Btuh Blower Efficiency 12.0 EER, 14.5 SEER Sensible cooling 0 Btuh Use manufacturer's data Rate/swing multiplier n Equipment sensible load 0'97 13865 Btuh Latent Cooling Equipment Load Sizing Structure Ducts 740 Btuh Central vent (0 cfm) -29 Btuh (none) 0 Btuh Equipment latent load 712 Btuh Equipment Total Load (Sen+Lat) Req. total capacity at 0.85 SHR 14577 Btuh 1.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24AC8318ABN32 Coil CNPVP1917ALA+59SP2A040E17--12 AHRI ref 9858981 Efficiency 12.0 EER, 14.5 SEER Sensible cooling Latent cooling 14535 Btuh Total cooling 2565 Btuh Actual air flow 17100 Btuh Air flow factor 800 cfm Static pressure 0.056 cfm/Btuh Load sensible heat ratio 0.70 in H2O 0.95 Bold/italic values have been manually overridden Calculations approved byACCA to meet all requirements of Maniim -i Ro, c:,4 "Right -Suite® Universal 2019 19.0.12 RSU20087 4CC1' ...0 W 32nd16200 W 32nd_Man J_North _2020-01-03.rup Calc = M,18 Front Door faces: N 2020 -Jan -06 15:02:04 Page 1 - e s - ENERGY AED Assessment Job: 6200 W 32nd Avenue INNOVATIONS North UpperAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom For: David Mann, Mann Builders Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) _ Wet bulb (°F) _ Wind speed (mph) 15.0 Cooling 92 28 ( H 60 7.5 Hourly Glazing Load Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 70 Relative humidity (%) 30 Moisture difference (gr/Ib) 34.5 Infiltration: Wwry Four of D., Maximum hourly glazing load exceeds average by 40.7%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 571 Btuh (PFG - 1.3*AFG) Cooling 75 17 30 -4.6 Bold/italic values have been manually overridden wrightsoft` SCh u Right -Suited Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02:04 ..0 W 32nd16200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 ENERGY Building Analysis Job: 6200 W 32nd Avenue I INNOVATIONS North UnnerAH Date: January 3, 2020 I"r By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: David Mann, Mann Builders Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Component Indoor: Indoor temperature (°F) Heating 70 Cooling 75 Walls Design TD (°F) 70 17 CoolingMoisture Relative humidity (%) difference (gr/Ib) 30 34.5 30 -4.6 28 ( H ) Infiltration: Method Simplified 0 60 7.5 Construction quality Tight 9.6 Floors Fireplaces 0 1.1 Component Btuh/W Btuh % of load Walls 4.1 6333 31.5 Glazing 22.2 5350 26.6 Doors 0 0 0 Ceilings 1.4 1929 9.6 Floors 2.4 218 1.1 Infiltration 1.6 2908 14.5 Ducts 3387 16.8 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 20125 100.0 Component Btuh/ft2 Btuh % of load Walls 1.2 1800 12.6 Glazing 26.8 6436 45.0 Doors 0 0 0 Ceilings 1.0 1339 9.4 Floors 0.3 26 0.2 Infiltration 0.2 356 2.5 Ducts 2017 14.1 Ventilation 0 0 Internal gains 2320 16.2 Blower 0 0 Adjustments 0 Total 14294 100.0 Latent Cooling Load = 712 Btuh Overall U -value = 0.061 Btuh/ft2-°F Data entries checked. Glazing Glazing Bold/italic values have been manually overridden nternal Gains Infiltration Other wrightsoft Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02:04 ACS ...0 W 32nd\6200 W 32nd—Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 ENERGY Component Constructions Job: 6200 W 32nd Avenue INNOVATIONS North UpperAH Date: January 3, 2020 By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: David Mann, Mann Builders Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) Wet bulb (°F) _ Wind speed (mph) 15.0 Construction descriptions Indoor: Indoor temperature (°F) Heating 70 Cooling 75 Insul R Design TD (°F) 70 17 Walls Relative humidity (%) 30 30 CoolingMoisture difference (gr/Ib) 34.5 -4.6 Btu Infiltration: n 528 28 ( H ) 60 Method Simplified e 7.5 Construction quality Tight s sep.); 6.67 ft head ht Fireplaces 0 4.05 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain Walls 0 ft' Btuh/W-°F sep.); 6.67 ft head ht ROM OM Btuh Btuh/ft' Btu R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum n 528 sep.); 6.67 ft head ht 25 U32 SHGC30: Typ double pane; 1 ft overhang (5 ft window ht, 4 ft e sep.); 6.67 ft head ht 556 board int fnsh, 2"x6" wood frm s sep.); 6.67 ft head ht 0.058 20.0 4.05 2139 1.15 608a w sep.); 6.67 ft head ht 400 0.058 20.0 4.05 1619 1.15 460 0 s 264 0.058 20.0 4.05 1071 1.15 304 259 w 371 0.058 20.0 4.05 1504 1.15 427 185 all 1563 0.058 20.0 4.05 6333 1.15 1800 Partitions (none) Windows U32 SHGC30: Typ double pane; 1 ft overhang (2.5 ft window ht, 0.9 ft n sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 6.67 ft head ht w U32 SHGC30: Typ double pane; 1.5 ft overhang (4.6 ft window ht, 0.8 ft n sep.); 6.67 ft head ht 11.2 U32 SHGC30: Typ double pane; 1 ft overhang (5 ft window ht, 1.4 ft n sep.); 6.67 ft head ht 0 U32 SHGC30: Typ double pane; 1 It overhang (2.3 It window ht, 4 ft e sep.); 6.67 ft head ht 1266 U32 SHGC30: Typ double pane; 1.5 ft overhang (2.3 ft window ht, 0.6 ft e sep.); 6.67 It head ht 22.2 U32 SHGC30: Typ double pane, 1 ft overhang (5 ft window ht, 1.8 ft e sep.); 6.67 ft head ht 25 U32 SHGC30: Typ double pane; 1 ft overhang (5 ft window ht, 4 ft e sep.); 6.67 ft head ht 556 U32 SHGC30: Typ double pane; 1 ft overhang (5 ft window ht, 1.2 ft s sep.); 6.67 ft head ht 0.320 U32 SHGC30: Typ double pane; 1.5 ft overhang (2.5 ft window ht, 0.6 ft w sep.); 6.67 ft head ht 33.8 U32 SHGC30: Typ double pane; 1 ft overhang (5 It window ht, 2.4 ft w sep.); 6.67 ft head ht 0 U32 SHGC30: Typ double pane; 1.5 ft overhang (5.5 ft window ht, 0 ft w sep.); 6.67 ft head ht 447 19 0.320 0 22.2 417 11.2 211 38 0.320 0 22.2 834 33.8 1266 32 0.320 0 22.2 716 11.2 362 25 0.320 0 22.2 556 11.2 281 5 0.320 0 22.2 115 33.8 175 16 0.320 0 22.2 358 27.7 447 23 0.320 0 22.2 519 33.8 788 12 0.320 0 22.2 259 33.8 394 12 0.320 0 22.2 259 15.9 185 6 0.320 0 22.2 139 28.2 176 12 0.320 0 22.2 259 33.8 394 41 0.320 0 22.2 917 28.8 1187 Bold/italic values have been manually overridden wrightsaft _. .., 2020 -Jan -06 15:02:04 .._ . Right -Suite® Universal 2019 19.0.12 RSU20087 ACCK. 0 W 32nd16200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 DOOM (none) Ceilings R49 attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-30 cav ins, amb ovr 20P -30c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-30 cav ins, gar ovr 1343 0.021 49.0 1.44 1929 1.00 1339 65 0.035 30.0 2.43 159 0.29 19 25 0.035 30.0 2.43 60 0.29 7 Bold/italic values have been manually overridden 444- wrightsoft Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02:04 �+ ...0 W 32nd16200 W 32nd—Man J_North 2020-01-03.rup Calc = MJ8 Front Door faces: N Page 2 E INNOVATIONS TIONS Right -J80 Form J1 North UpperAH Job: Date: 6200 W 32nd Avenue January 3, 2020 Energy Innovations BY: Max Nuttelman Phone: 720,281 4554 Email: max@eiboulder.com Web_ www.eiboulder.com 1 Name of Room 2 Running Feet of Exposed Wall North Upper AH 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 225.5 ft N Unit BR 3 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 5 CeilingSlo pe (Deg.) and Gross Ceiling Area 8.0 ft 4492.0 ft2 1935.9 8.0 26.3 ft ft 456.0 ft2 (SgFt) 0 a ft' 1935.9 ftp 1.0 x 180.6 ft l 0 180.6 ftp Type of Const., Panel HTM Exposure Number Faces Area or Btuh Area or Htg. Clg. Length Heating S-Clg L -CI Length Btuh 6 Wall 15B-15s3c-4 n 000 Wall g Heating S-Clg L-Clg R20 BC n 4.05 laz U32 SHGC30 1.� 1.15 0 604 0 2139 0 608 p 0 0 laz n 22.24 U32 SFIGC30 n 000 11 11.24 19 417 211 108 0 387 110 laz U32 SHGC30 n 22.24 laz 000 11.00 0 32 0 0 0 0 0 U32 SHGC30 laz U32 SHGC30 n 2224 11.24 25 716 556 362 281 0 0 0 0 laz U32 SHGC30 n 0'00 n 0.00 0.00 0 0 0 13 278 141 laz laz n 0.00 0.00 0.00 0 0 0 0 0 0 0 0 U32 SHGC30 n 0.00 Wall 15B-15s3c-4 0.00 0 0 0 0 0 0 0 0 0 e 0.00 Wall R20 BC 0 0 0 0 p 0 laz U32 SHGC30 e 4.05 laz e 2224 1 15 1.15 33'75 455 5 1619 460 0 102 0 366 U32 SHGC30 laz U32 SHGC30 e 22'24 27.74 16 115 358 175 447 0 0 104 0 laz U32 SHGC30 e 0'� e 0.00 0.� 0 0 0 0 0 0 0 laz U32 SHGC30 laz U32 SHGC30 e 0.24 0.00 0.00 0 0 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 e 2224 33.75 23 519 7gg 8 0 0 0 0 laz U32 SHGC30 laz U32 SHGC30 e 0.00 33.75 0.00 12 0 259 0 394 12 0 259 0 394 laz U32 SHGC30 e 0.00 e 0.00 0'80 0 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 laz 0.00 0.00 0 p 0 0 0 0 0 0 U32 SHGC30 e 000 laz U32 SHGC30 0.00 0 p 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 e 0.00 0.00 0'00 0 0 0 0 C 0 0 laz U32 SHGC30 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 0 0 0 0 S 0.00 all RZO BC 0.00 0 0 0 0 0 0 0 s 405 laz U32 SHGC30 s 0.00 laz 1.15 0.00 276 1071 304 0 0 0 C U32 SHGC30 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 0 00 0 0 laz U32 SHGC30 s 0'00 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 laz U32 SHGC30 0.00 15.90 0 12 0 259 0 0 0 0 0 0 0 s 000 laz U32 SHGC30 s 0.00 0.00 0 0 185 0 0 0 0 U32 SHGC30 Wall 156-15s3c4 s 0'� 0'00 0.00 0 0 0 0 p911azp 0 0 0 0 0 0 all 0.00 R20 B C 0.00 0 0 p 0 0 0 w 4.05 laz U32 SHGC30 w 22.24 28.22 laz 1.15 468 15040 427 0 0 0 0 U32 SHGC30 w 0.00 0. 00 6 0 139 176 0 0 0 Infiltration Heating Load (Btuh) 0 0 0 0 0 ffec 12 Sensible Load (Btuh) ACH t 0.18 WAR 2908 WAR 339 Latent Load (Btuh) 0.09 1.00 356 0.12 41 I ntemal a Occupants at 230 and 200 Btuh -60 b Scenario number 13 4 920 g00 1 c Default Adjustments 1400 230 200 d Custom Appliances 0 e Plants 0 0 14 Subtotals 0 0 0 0 Sum lines 6 through 12 16738 12276 740 Duct EHLF & ESGF 0.202 15 Loads 0.164 1888 1108 E LG 3387 2017 753 438 16 Ventilation Loads Vent Cfm 0 E Cfm -29 -6 17 Winter Humidification Load 0 0 0 0 Gal/Day 0 0 8 Piping Load 9 Blower Heat 0 0 AED Excursion & Latent Moisture Migration Load 0 1 Total Load Sum lines 13 through 19 571 -92 20125 14294 712 2641 1546 �,alcutauons a roved b ACCA to meet all re uirements of Manual J 8th Ed, wr:c�i�tsoft- ht-Sufte(E) Universal _.0 9 1, 12 RU2007 W 32nd16200 W 32nd_ManJ' North 2020 01 03.rup0lCalc O MJ8 SFrontt8Door faces: N 2020 -Jan -06 15:02:04 Page 1 ENERGY INNOVATIONS Right-A@ Form J1 Job: 6200 W 32nd Avenue North UpperAH Date: January 3, 2020 Energy Innovations BY: Max Nuttelman Phone 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom 1 Name of Room 2 Running Feet of Exposed Wall N Unit Lndry N Unit Mstr Bath 3 Ceiling Ht (Ft) and Gross WallArea (SgFt)(q 19.3 ft 34.8 ft 4 Room Dimensions (Ft) and Floor Plan Area S Ft ) 8.0 ft 360.0 ft2 8.0 ft 412.0 ft2 5 Ceiling Slo D (SgFt) 9 Pe (Deg.) and Gross Ceiling Area 1.0 x 114.3 ft 114.3 ftp 15.3 x 10.5 ft 160.1 ft 0 114.3 ftp 0 160.1 ft2 Type of Const., Panel HTM Exposure Number Faces Area or Btuh Area or Btuh Htg. Clg. Length Heating S-Clg L-Clg Length Heating S-Clg L-Clg 6FWall15B-15s3c4 n 0.00 BC 0.00 0 0 0 0 0R20 n 4.05 U32 SHGC30 n 22.24 1.15 11.24 78 0 265 0 75 122 444 126 SHGC30 n 0.00 000 0 0U32 13 278 141 11U32 SHGC30 n 22.24 11.24 0 p 0 0 0 0 U32 SHGC30 n 22.24 U32 SHGC30 11.24 13 278 141 0 0 0 0 0 n 0.00 U32 SHGC30 n 0.00 0.00 0.00 0 0 0 SHGC30 n 0.00 000 0 0 0 0 0 0 0U32 SHGC30 n 0.00 0.00 0 0 0 0 0U32 Wall 15B-15s3c4 e 0.00 0.00 0 0 0 0 0 0 Wall R20 BC la U32 SHGC30 e 4.05 1.15 0 0 0 0 0 0 0 0 0 22.24 laz U32 SHGC30 e 22.24 33.75 27.74 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 111 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 az U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 az U32 SHGC30 e 0.00 0,00 0 0 0 0 0 az U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 az U32 SHGC30 e0 0.00 p 0 0 0 Wall 15B-15s3c4 s 0.00 0.00 0 0 0 all R20 BC s 4.05 1.15 0 0 0 0 0 C laz U32 SHGC30 s 0.00 0.00 0 0 0 72 240 69 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 72.24 15.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 12 259 185 laz U32 SHGC30 s 0.00 0.00 0 0 0P 0 0 0 laz U32 SHGC30 s 0.00 Wall 15B-15s3c� 0,00 0 0 0 0 0 0 0 0 w 0.00 all R20 BC w 4.05 0.00 1.15 0 76 0 0 0 0 0 0 laz U32 SHGC30 w 22.24 28.22 0 308 0 87 84 293 83 laz U32 SHGC30 w 0.00 0.00 0 0 p 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 248 12 Effect Sensible Load (Btuh) ACHWAR WAR 0.09 448 0.09 30 0.15 55 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 b Scenario number 0 0 0 0 0 13 c Default Adjustments 500 0 d Custom Appliances e Plants 0 0 0 0 0 0 14 Subtotals Sum lines 6 through 12 1262 875 2629 1214 Duct EHLF & ESGF0.202 0.164 504 346 15 Loads 1049 480 E LG -4 -5 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -72 3 21 Total Load Sum lines 13 through 19 1766 1220 3678 1693 Calculations approved b ACCA to meet all requirements Of Manual J 8th Ed. • �� wrlghtsoT�.... " - Right-Suite® Universal 2019 19.0.12 RSU20087 2020-Jan-06 15:02:04 0 W 32nd\6200 W 32nd-Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 2 ENERGY I INNOVATIONS Right -A@ Form A Job: 6200 W 32nd Avenue North UpperAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720 281.4554 Email. max@eiboulder com Web www.eiboulder.com 1 2 3 4 5 Name of Room Running Feet of Exposed Wall Ceiling Ht (Ft) and Gross Wall Area (SgFt) Room Dimensions (Ft) and Floor Plan Area (SgFt) Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) N Unit MBR 17.3 nit ft 8.0 ft 540.0 ft2 1.0 x 275.4 ft 275.4 ft2 0 275.4 W N Unit Bath 3 5.8 ft 8.0 ft 280.0 ft2 11.8 x 5.8 ft 67.6 ft2 0 67.6 ftp Type of Exposure 6 Wall Wall laz laz 11 laz laz laz laz laz laz Wall Wall laz laz laz laz laz laz laz laz laz laz laz laz laz laz laz Wall Wall laz laz laz laz laz laz laz laz Wall all laz laz Const., Number 15B-15s3c-4 R20 BC U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 15B-15s3c-4 R20 BC U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 15B-15s3c-4 R20 BC U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 U32 SHGC30 15B-15s3c-4 R20 BC U32 SHGC30 U32 SHGC30 Panel Faces n n n n n n n n n n e e e e e0.00 e e e e e e e e e e e e s0.00 s s s s s0.00 s s s s w w w w HTM Area or Btuh Area or Btuh Length Length Cig. Heating S-Clg L-Clg Heating S-Clg L-Clg 0.00 0 0 0 0 0 1.15 0 0 0 11.24 0 p 0 0 0 0 0.00 0 0 0 0 0 11.24 0 0 0 0 0 0 11.24 0 0 0 0 0 0 0.00 0 0 0 0 0 0.00 0 0 0 0 0 0 0.00 0 0 0 0 0 D 0.00 0 p p 0 0 0 0.00 0 0 0 0 0 1.15 0 p p 0 0 0 33.75 0 0 0 45 165 47 27.74 0 0 0 5 115 175 0.00 p p 0 0 0 0.00 0 0 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 0 0 33.75 0 0 0 0 0 0 0.00 0 00 0 0 0.00 p 0 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0 0 0 0 0 0 0.00 0 0 0 00 0 0.00 p 0 0 0 0 0 0.00 0 0 0 0 0 0 0.00 p p 0 0 0 1.15 14 57 16 0 0 C 0.00 0 0 p 0 0 0 0.00 0 0 0 0 0 0 0 0 0 0.00 0 0 0 0.00 p 0 0 0 0 15.90 0 0 0 0 0 0 0.00 0 00 0 0 0.00 0 0 0 0 0 0 0.00 0 0 0 0 0 0 0.00 p 0 0 0 0 0 0 0 0 1.15 124 350 100 0 0 0 28.22 0 0 0 0 0 0 0.00 0 D 0 0 0 0 Htg. 0.00 4.05 22.24 0.00 22.24 22.24 0.00 0.00 0.00 0.00 0.00 4.05 22.24 22.24 0.00 0.00 22.2433.75 22.24 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 4.05 0.00 0.00 0.00 22.24 0.00 0.00 0.00 0.00 4.05 22.24 0.00 12 Infiltration Heating Load (Btuh) Effect ACH 0.18 WAR 0.08 222 WAR 0.03 74 Sensible Load (Btuh) 0.09 27 9 Latent Load (Btuh) 13 Internal a Occupants at 230 and 200 Btuh b Scenario number c Default Adjustments 2 460 0 400 0 0 0 0 d Custom Appliances e Plants 0 0 0 0 0 14 Subtotals Sum lines 6 through 12 1468 2328 453 299 118 15 Duct Loads EHLF & ESGF 0.202 0.164 0 0 181 ELG 0 -2 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 12328 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 456 0 21 Total Load Sum lines 13 through 19 1468 634 417 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. % wrig"isof[ Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02 04 0 W 32nd\6200 W 32nd -Man J_North_2020-01-03 rup Calc = MJ8 Front Door faces: N Page 3 ENERGY INNOVATIONS Right -J8® Form A Job: 6200 W 32nd Avenue North UpperAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom 1 2 Name of Room Running Feet of Exposed Wall N Unit BR 2 N Unit Halls 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 19.3 ft 8.0 ft 492.0 ft' 0 ft 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 224.0 ft 224.0 ftp 8.0 ft 604.0 ft2 1.0 219.3 ft 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 224.0 x 219.3 ft� ftp 0 219.3 ft' Type of Exposure Const., Number Panel Faces H Area or Btuh Area or Btuh Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 Wall laz R20 BC U32 SHGC30 e e 4.05 22.24 1.15 33.75 130 0 432 123 0 0 0 0 0 laz U32 SHGC30 e 22.24 27.74 0 0 0 0 0 0 0 0 laz U32SHGC30 e 0.00 0.00 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 23 519 788 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 laz 111 U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 az U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 24 97 28 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 0 0 0 all R20 BC w 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 w 22.24 28.22 0 0 0 0 0 0 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 248 12 Effect ACH WAR 0.09 WAR 0 Sensible Load (Btuh) 30 0.09 0 0 Latent Load (Btuh) Internal a I Occupants at 230 and 200 Btuh 1 230 200 0 b Scenario number 0 0 0 13 c Default Adjustments 0 d Custom Appliances 0 e Plants 0 0 0 14 Subtotals Sum lines 6 through 12 1618 1412 0 0 DuctLoad EHLF & ESGF 0.202 0.164 646 558 15 0 0 E LG 8 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -6 1 21 1 Total Load Sum lines 13 through 19 2264 1971 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigtwtsoft '4C - Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02.04 0 W 32nd16200 W 32nd -Man J_North_2020-01-03 rup Calc = MJ8 Front Door faces N Page 4 ENERGY INNOVATIONS Right -A@ Form A Job: 6200 W 32nd Avenue North UpperAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720 281.4554 Email: max@eiboulder.com Web: www.eiboulder.com 1 2 Name of Room Running Feet of Exposed Wall N Unit Mstr Clst N Unit Bath 4 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 1D.5 ft 8.0 ft 13.3 ft 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 104.5 ft 104.5 ft= Ox 212.0 ft= 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 6.5 8 ft = 43.9 ft= 104.5 ft= 0 ° Type of Exposure Const., Number Panel Faces HTM Area or Btuh Area or Btuh Length Length Htg. Clg, Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 Wall laz aIlaz R20 BC U32 SHGC30 n n 4.05 22.24 1.15 11.24 84 6 315 89 0 0 52 211 0 60 laz U32 SHGC30 n 0.00 0.00 0 139 0 70 0 0 0 0 11 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0. DO 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 allR20 laz BC U32 SHGC30 e e 4.05 22.24 1.15 33.75 0 0 0 0 0 0 0 54 197 0 56 laz U32 SHGC30 e 22.24 27.74 0 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 5 119 149 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 D 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c4 s 0.00 0.00 0 0 0 0 0 0 Vail R20 BC s 4.05 1.15 0 0 0 0 0 0 laz U32SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 D 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 L-Glaz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 0 0 0 R20 BC w 4.05 1.15 0 0 0 0 0 0 laz 1�20 U32 SHGC30 w 22.24 28.22 0 0 0 0 0 0 laz U32 SHGC30 w 0. DO 0.00 D 0 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 135 12 Effect ACH WAR 0.05 WAR 171 Sensible Load (Btuh) 0.09 17 006 21 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 b Scenario number 0 0 0 0 0 13 c Default Adjustments 0 d Custom Appliances 0 e Plants 0 0 0 14 Subtotals Sum lines 6 through 12 639 195 761 306 DuctEHLF & ESGF 0.202 0.164 255 77 15 LoadsL� 0 0 E LG -4 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 - 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 16 -23 21 1 Total Load Sum lines 13 through 19 894 272 761 306 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed �'}� wrighYsoff Right-Sude® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15 02:04 ...0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces N Page 5 ENERGY INNOVATIONSW Right -A@ Form A Job: 6200 32nd Avenue � North UpperAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720.281 4554 Email: max@eiboulder.com Web: www.eiboulder.com 1 Name of Room N Unit Flex F 2 Running Feet of Exposed Wall 7Uni ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.0 ft 792.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 546.4 ft 546.4 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 546.4 ft2 Type of Exposure Const., Number Panel FacesLength H Area or Btuh Area or Btuh Length Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6 Wall 15B-15s3c4 n 0.00 0.00 0 0 0 Wall laz R20 BC U32 SHGC30 n n 4.05 22.24 1.15 11.24 160 518 147 laz U32SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 22.24 11.24 32 716 362 laz U32 SHGC30 n 22.24 11.24 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 Wall laz R20 BC U32 SHGC30 e e 4.05 22.24 1.15 33.75 124 0 459 130 laz U32 SHGC30 e 22.24 27.74 11 0 239 0 298 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 Val] R20 BC s 4.05 1.15 166 672 191 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 lez U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 22.24 15.90 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 all R20 BC w 4.05 1.15 184 553 157 laz U32 SHGC30 w 22.24 28.22 6 139 176 laz U32 SHGC30 w 0.00 0.00 0 0 0 Infiltration Heating Load (Btuh) 0.18 1022 Effect WAR Sensible Load (Btuh) 125 12 ACH 0.35 0 09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 b Scenario number 900 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 6020 4540 Duct EHLF & ESGF 0.202 0.164 0 0 15 Loads ELG 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 322 21 Total Load Sum lines 13 through 19 60204540 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed .1\ �'�► wrlgritso�S Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -0615:02:04 0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces. N Page 6 E" ENERGY Load Short Form Job: 6200 W 32nd Avenue I INNOVATIONS Date: January 3, 2020 North UpperAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eibouldercom Web: www.eiboulder.com Project For: David Mann, Mann Builders Design Information Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 70 17 Fireplaces 0 Daily range - H Inside humidity (%) 30 30 Moisture difference (gr/Ib) 34 -5 HEATING EQUIPMENT Make Carrier Trade Carrier Performance Boost Sing... Model 59S P2A040 E 17--12 AHRI ref 0 COOLING EQUIPMENT Make Carrier Trade CARRIER Cond 24ACB318ABN32 Coil CNPVP1917ALA+59SP2A040E17--12 AHRI ref 9858981 Efficiency 92.1 AFUE Htg load (Btuh) Efficiency 12.0 EER, 14.5 SEER Clg AVF (cfm) Heating input 40000 Btuh Sensible cooling 14535 Btuh Heating output 29600 Btuh Latent cooling 2565 Btuh Temperature rise 41 OF Total cooling 17100 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat 219 0 Load sensible heat ratio 0.95 0 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) N Unit BR 3 181 2641 1546 105 87 N Unit Lndry 114 1766 1220 70 68 N Unit Mstr Bath 160 3678 1693 146 95 N Unit MBR 275 1468 2328 58 130 N Unit Bath 3 68 634 417 25 23 N Unit BR 2 224 2264 1971 90 110 N Unit Halls 219 0 0 0 0 N Unit Mstr Clst 105 894 272 36 15 N Unit Bath 4 44 761 306 30 17 N I Init Flay 546 6020 4540 239 254 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wrightsoft" 2020 -Jan -0615:02:08 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ACCP ...0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N North Upper AH 1936 20125 14294 800 800 Other equip loads 0 0 Equip. @ 0.97 RSM 13865 Latent cooling 712 TOTAI S 1QRR 7nigr, lAr,77 onn Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft, Right -Suite® Universal 2019 19.0.12 RSU20087 /4CCIi ...0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: UOO OW 2020 -Jan -06 15:02:08 Page 2 EENERGY Duct System Summary � INNOVATIONS North UpperAH Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.34 in H2O 0.36 in H2O 0.223 / 0.137 in H2O 0.062 in/100ft 800 cfm 578 ft Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Cooling 0.70 in H2O 0.34 in H2O 0.36 in H2O 0.223 / 0.137 in H2O 0.062 i n/ 1 00f 800 cfm Supply Branch Detail Table 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 N Unit BR 2 c 1971 90 110 0.068 7.0 Ox 0 ShMt 42.8 285.0 st7 N Unit BR 3 h 2641 105 87 0.068 7.0 Ox 0 ShMt 32.5 295.0 st7 N Unit Bath 3 h 634 25 23 0.066 4.0 Ox 0 ShMt 30.5 305.0 st7 N Unit Bath 4 h 761 30 17 0.062 5.0 Ox 0 ShMt 32.3 325.0 st7 N Unit Flex c 1513 80 85 0.069 6.0 Ox 0 ShMt 23.3 300.0 st3 N Unit Flex -A c 1513 80 85 0.078 6.0 0x0 ShMt 21.5 265.0 st3 N Unit Flex -B c 1513 80 85 0.072 6.0 Oxo ShMt 34.8 275.0 st3 N Unit Lndry h 1766 70 68 0.066 6.0 Ox 0 ShMt 18.8 320.0 st7 N Unit MBR c 1164 29 65 0.069 6.0 Ox 0 ShMt 28.3 295.0 st3 N Unit MBR -A c 1164 29 65 0.071 6.0 Ox 0 ShMt 27.0 285.0 st3 N Unit Mstr Bath h 3678 146 95 0.071 8.0 Ox 0 ShMt 27.5 285.0 st6 N Unit Mstr Clst h 894 36 15 0.073 5.0 Ox 0 ShMt 12.0 295.0 st6 Supply Trunk Detail Table Bold/italic values have been manually overridden +- wrightsoft` „..,. Right -Suite@ Universal 2019 19.0.12 RSU20087 ACCK ...0 W 32nd16200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: 2020 -Jan -06 15:02:08 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 182 110 0.071 327 7.5 8 x 10 ShtMetl st2 st7 Peak AVF 321 306 0.062 481 9.9 8 x 12 ShtMetl st2 st3 Peak AVF 298 384 0.069 577 10.4 8 x 12 ShtMetl st2 Peak AVF 502 416 0.062 565 11.7 8 x 16 ShtMetl Bold/italic values have been manually overridden +- wrightsoft` „..,. Right -Suite@ Universal 2019 19.0.12 RSU20087 ACCK ...0 W 32nd16200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: 2020 -Jan -06 15:02:08 Page 1 Return Branch Detail Table Return Trunk Detail Table Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb8 12x 10 270 271 110.5 0.124 497 10.0 Ox 0 ShMt rb7 12x 7 175 155 220.3 0.062 502 8.0 Ox 0 ShMt rt3 rb6 12x 5 115 134 210.5 0.065 383 8.0 Ox 0 ShMt rt3 rb5 12x 9 240 240 212.0 0.065 432 8.8 8x 10 ShMt rt3 Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt3 Peak AVF 530 529 0.062 597 11.9 8 x 16 ShtMetl *wrightsof;t- 2020 -Jan -06 15 02:08 19 ,u,,,,.­­'-11.111Right-Suite(@ Universal 2019 19.0.12 RSU20087 Page 2 ACCK ...0 W 32nd\6200 W 32nd -Man J_North_2020-01-03-rup Calc = MJ8 Front Door faces_ N Third Level Ret Rl— 16X8 Sun Piwr Job #: 6200 W 32nd Avenue Energy Innovations Performed by Max Nuttelman for: David Mann Phone: 720.281.4554 www.eibouldencom max@eiboulder.com Scale: 1 : 130 Page 4 Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:02:23 32nd—Man J_North_2020-01-0 El "ENERGY Project Summary Job: 6200 W 32nd Avenue INNOVATIONS North LowerAH Date: January 3, 2020 By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com For: David Mann, Mann Builders Notes: 6200 W 32nd Avenue (NORTH UNIT) Weather: Winter Design Conditions Outside db 1 OF Inside db 70 OF Design TD 70 OF Heating Summary Structure 19144 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Pi in 0 Btuh Equipment load 19144 Btuh Infiltration Denver Internationa, CO, US Method Simplified Construction quality Semi -tight Fireplaces 1 (Semi -tight) Area ftz Heating 8 Cooling 9 Volume (ft3) 14621 13851 Air changes/hour 0.24 0.14 Equiv. AVF (cfm) 59 32 Heating Equipment Summary Make Carrier Trade Carrier Performance Boost Sing. Model 59S P2A040E 17--12 AHRI ref 0 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 40000 Btuh 29600 Btuh 41 OF 800 cfm 0.042 cfm/Btuh 0.70 in H2O Summer Design Conditions Outside db 92 OF Inside db Design TD 75 17 OF OF Daily range H Btuh Relative humidity 30 % Moisture difference -5 gr/Ib Sensible Cooling Equipment Load Sizing Structure 11762 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh ( none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 11409 Btuh Latent Cooling Equipment Load Sizing Structure -83 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) 17200 Btuh Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 11409 Btuh Req. total capacity at 0.85 SHR 1.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ACA418CO0300 Coil CN PHP2417ALA+59SP2A040E17--12 AHRI ref 9171715 Efficiency 12.5 EER, 15 SEER Sensible cooling 14620 Btuh Latent cooling 2580 Btuh Total cooling 17200 Btuh Actual air flow 800 cfm Air flow factor Static pressure 0.068 cfm/Btuh Load sensible heat ratio 0.70 1.00 in H2O Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 0 W 32nd16200 W 32nd Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 14:59:00 t wrightso ��` _Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 EENERGY AED Assessment Job: 6200 W 32nd Avenue l INNOVATIONS Date: January 3, 2020 North LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Design Conditions Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/Ib) 92 Infiltration: 28 ( H ) 60 7.5 I Test for Adequate Exposure Diversity Hourly Glazing Load Heating Cooling 70 75 70 17 30 30 34.5 -4.6 .0H.1y Hour of Day Maximum hourly glazing load exceeds average by 42.4%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 746 Btuh (PFG-1.3*AFG) Bold/italic values have been manually overridden 32nd 2020 -Jan -06 14:59:00 A(—' CA . 0 W 3r2nd\6200 W o� Right-SuRe® Universal 2019 19.0.12 RSU20087 9 Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 EENERGY Building Analysis Job: 6200 W 32nd Avenue i INNOVATIONS North LowerAH By: Max Nutt Iman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eibouldercom Project Information For: David Mann, Mann Builders Heatin Component Design Conditions % of load Walls Location: Denver International, CO, US 5180 Indoor: Indoor temperature (°F) Heating 70 Cooling 75 Elevation: 5430 ft Latitude: 40°N 33.9 Design TD (°F) Relative humidity (%) 70 30 17 30 Heating Outdoor:Dry Coo92g Moisture difference (gr/Ib) 34.5 -4.6 bulb ( F) Daily range (°F) - 28 H ( Infiltration: ) Method 15.1 Infiltration Wet bulb (°F) _ Wind speed (mph) 15.0 60 7.5 Construction quality Fireplaces Simplified Semi -tight 0 0 Piping 1 (Semi -tight) 0 Heatin Component Btuh/ft2 Btuh % of load Walls 4.0 5180 27.1 Glazing 22.2 6494 33.9 Doors 20.2 423 2.2 Ceilings 1.4 446 2.3 Floors 1.9 2888 15.1 Infiltration 3.3 3712 19.4 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 19144 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 0.7 931 7.9 Glazing 23.5 6876 58.5 Doors 7.2 151 1.3 Ceilings 1.0 310 2.6 Floors 0 0 0 Infiltration 0.4 495 4.2 Ducts 0 0 Ventilation 0 0 Internal gains 3000 25.5 Blower 0 0 Adjustments 0 Total 11762 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.064 Btuh/ft2-°F Data entries checked. Glazing Glazing Bold/italic values have been manually overridden 4J4- wrightsoft' 2020 -Jan -0614:59:00 Right -Suite® Universal 2019 19.0.12 RSU20087 .CCS ...0 W 32nd16200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 EENERGY Component Constructions Job: 6200 W 32nd Avenue lm INNOVATIONS Date: January 3, 2020 North LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft? °F ff TBtuh Btuh/ft' Btu Btuh/W Btu Walls 15B-15s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 8" thk R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm Partitions R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm Windows U32 SHGC30: Typ double pane; 6.67 ft head ht U32 SHGC30: Typ double pane; 7 ft overhang (5 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 10 ft overhang (6 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 10 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1.3 ft overhang (6 ft window ht, 1.3 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 5 ft overhang (8 ft window ht, 0.7 ft sep.); 6.67 ft head ht n Design Conditions 15.0 3.92 Location: 0 Indoor: Heating Cooling Denver Internationa, CO, US 15.0 Indoor temperature (°F) 70 75 Elevation: 5430 ft s Design TD (°F) 70 17 Latitude: 40°N 151 Relative humidity (°10) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: 450 0.056 Daily range (°F) - 28 ( H ) Method Simplified 0 Wet bulb (°F) - 60 Construction quality Semi -tight 4.05 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) 247 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft? °F ff TBtuh Btuh/ft' Btu Btuh/W Btu Walls 15B-15s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 8" thk R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm Partitions R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm Windows U32 SHGC30: Typ double pane; 6.67 ft head ht U32 SHGC30: Typ double pane; 7 ft overhang (5 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 10 ft overhang (6 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 10 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1.3 ft overhang (6 ft window ht, 1.3 ft sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 5 ft overhang (8 ft window ht, 0.7 ft sep.); 6.67 ft head ht n 168 0.056 15.0 3.92 659 0 0 e 122 0.056 15.0 3.92 477 0 0 s 39 0.056 15.0 3.92 151 0 0 w 122 0.056 15.0 3.92 477 0 0 all 450 0.056 15.0 3.92 1764 0 0 n 310 0.058 20.0 4.05 1256 1.15 357 e 247 0.058 20.0 4.05 999 1.15 284 s 99 0.058 20.0 4.05 401 1.15 114 w 119 0.058 20.0 4.05 481 1.15 137 all 775 0.058 20.0 4.05 3137 1.15 891 69 0.058 20.0 4.05 279 0.57 40 n 45 0.320 0 22.2 1001 11.2 506 n 15 0.320 0 22.2 334 11.2 169 n 30 0.320 0 22.2 667 11.2 337 n 8 0.320 0 22.2 178 11.2 90 n 24 0.320 0 22.2 534 11.2 270 all 32 0.320 0 22.2 712 11.2 360 e 30 0.320 0 22.2 667 33.8 1013 e 36 0.320 0 22.2 801 33.8 1215 all 66 0.320 0 22.2 1468 33.8 2228 w 104 0.320 0 22.2 2313 24.3 2530 Doors 11 P0: Door, mtl pur core type n 21 0.290 10.5 20.2 423 7.18 151 Bold/italic values have been manually overridden tsar .` 2020 -Jan -06 14:59:00 AGCA _.0 W 32nd\6Q0 Right -Suite® Universal 2019 19.0.12 RSU20087 ti W 32nd_Man J_North_2020-01-03.mp Calc = MJ8 Front Door faces: N Page 1 Ceilings R49 attic: Attic ceiling, asphalts hingles roof mat, r-49 ceiI ins, 1/2" 311 0.021 gypsum board int fnsh Floors 21A -20t: Bg floor, heavy dry or light damp soil, S depth 1539 0.027 Bold/italic values have been manually overridden 49.0 1.44 446 1.00 310 0 1.88 2888 0 0 2020 -Jan -0614:59:00 �:. wrigh+pft• Right -Suite® Universal 2019 19.0.12 RSU20087 Page 2 ...0 W 32nd16200 W 32nd_Man J_North_2020-01-03.rup Caic = MJ8 Front Door faces: N ENERGY RI ht -J8® Form J1 Job: 6200 W 32nd Avenue INNOVATIONS g Date: January 3, 2020 North LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281 4554 Email: max@eiboulder.com Web www eibouldercom 1 Name of Room North Lower AH N Unit Kitchen 2 Running Feet of Exposed Wall 247.0 ft 20.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 6.3 ft 4401.8 ft2 9.0 ft 540.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 3078.0 ft, 17.0 x 13.0 ft 221.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 3078.0 ft, 0 221.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 168 659 0 0 0 0 Wall R20 BC n 4.05 1.15 432 1256 357 153 498 142 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 45 1001 506 15 334 169 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 15 334 169 15 334 169 laz U32 SHGC30 n 22.24 11.24 30 667 337 0 0 0 laz U32 SHGC30 n 22.24 11.24 8 178 90 0 0 0 L-Glaz U32 SHGC30 n 22.24 11.24 24 534 270 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 122 477 0 0 0 0 all R20 BC e 4.05 1.15 313 999 284 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0. DO 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0. DO 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 30 667 1013 0 0 0 laz U32 SHGC30 e 22.24 33.75 36 801 1215 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 39 151 0 0 0 0 all R20 BC s 4.05 1.15 99 401 114 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 122 477 0 0 0 0 Tall R20 BC w 4.05 1.15 223 481 137 27 109 31 I --t laz U32 SHGC30 w 0.00 0.00 0 0 D 0 0 0 laz U32 SHGC30 w 0.00 0. DO 0 0 0 0 0 0 infiltration Heating Load (Btuh) 0.24 3712 591 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 495 0.16 84 0.14 Latent Load (Btuh) -83 Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 3000 1200 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 D 14 Subtotals Sum lines 6 through 12 19144 11762 -83 1866 1576 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 Winter Humidification Load Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 746 -217 21 Total Load Sum lines 13 through 19 19144 11762 0 1866 1576 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrightsoft 2020 -Jan -0614:59:00 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 t"' ...0 W 32nd\6200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY RI 11t -J8® Form J1 Job: 6200 W 32nd Avenue �' INNOVATIONS 9 Date: January 3, 2020 North LowerAH By: Max Nuttelman Energy Innovations Phone: 720 281.4554 Email: max@eiboulder.com Web: www eibouldercom 1 Name of Room N Unit Dining N Unit Living 2 Running Feet of Exposed Wall 31.8 ft 21.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 571.5 ft2 9.0 ft 1062.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 12.3 x 19.5 ft 238.9 ft2 1.0 x 632.7 ft 632.7 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 238.9 ft2 0 632.7 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 110 325 92 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 30 667 337 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 176 565 161 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 36 801 1215 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 158-15s3c-4 s 3.92 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 !az U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 0 0 0 0 0 0 R20 BC w 4.05 1.15 0 0 0 196 372 106 1�1az U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 GGlaz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.24 938 643 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.25 133 0.17 91 0.14 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 900 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3464 1806 3327 5143 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads E LG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -249 1517 21 Total Load Sum lines 13 through 19 3464 1806 3327 5143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -rw wri0t1t5oft^ 2020 -Jan -0614:59:00 WC Right -Suite® Universal 2019 19.0.12 RSU20087 Acz� ...0 W 32nd16200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces N Page 2 Right -J80 Form A ENERGY RI9 Job: 6200 W 32nd Avenue E� INNOVATIONS North LowerAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone: 720.281 4554 Email: max@eiboulder com Web: www.eiboulder.com 1 Name of Room N Unit Office N Unit Crawl 2 Running Feet of Exposed Wall 24.3 ft 128.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 535.5 ft2 3.5 ft 579.3 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 183.4 ft 183.4 ft2 1.0 x 1539.0 ft 1539.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 183.4 ft2 0 1539.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length g Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c4 n 3.92 0.00 0 0 0 168 659 0 Wall R20 BC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c4 e 3.92 0.00 0 0 0 122 477 0 all R20 BC e 4.05 1.15 137 434 123 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 30 667 1013 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 0 0 0 39 151 0 all R20 BC s 4.05 1.15 81 328 93 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 !az U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 0 0 0 122 477 0 Tall R20 BC w 4.05 1.15 0 0 0 0 0 0 r-Glaz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.24 716 211 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.19 101 0.06 0 0.14 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 900 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2249 2148 4863 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cf m 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -154 0 21 Total Load Sum lines 13 through 19 2249 2148 4863 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrlo"tsc lt- 2020 -Jan -0614:59:00 Right -Suite® Universal 2019 19.0. 12 RSU20087 Af G� ...0 W 32nd\6200 W 32nd -Man J_North_2020-01-03 rup Calc = MJ8 Front Door faces N Page 3 EENERGY � INNOVATIONS Right -J8@ Form J1 Jab: 6200 W 32nd Avenue North Lower AH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone- 720-281.4554 Email_ max(a)eiboulder corn Web www. eiboulder corn 1 Name of Room N Unit Mud N Unit Bath 1 2 Running Feet of Exposed Wall 12.3 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 384.0 ft2 9.0 ft 369.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 117.1 ft 117.1 ft2 1.0 x 75.5 ft 75.5 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 117.1 ft2 0 75.5 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 156-15s3c-4 n 3.92 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 92 252 72 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 30 667 337 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0. DO 0 0 0 0 0 0 all R20 BC e 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Lflaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 18 73 21 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 0 0 0 0 0 0 R20BC w 4.05 1.15 0 0 0 0 0 0 laz U32 U32 SHGC30 w 0.00 0.00 0 0 0 D 0 D laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.24 362 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.10 51 0 0 0.14 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenado number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2162 654 0 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 D 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -90 0 21 Total Load Sum lines 13 through 19 2162 654 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. {-{Wt wCightsoft- 2020 -Jan -0614:59:00 - Right -Suite® Universal 2019 19.0.12 RSU20087 Page 4 ..0 W 32nd\6200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N EINNOVATIONSRight-J8® Form J1 Job: 6200 W 32nd Avenue North LOwerAH Date: January 3, 2020 Energy Innovations By: Max Nuttelman Phone_ 720.281 4554 Email max@eiboulder.com Web www eibouldercom 1 Name of Room N Unit Foyer 2 Running Feet of Exposed Wall 8.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 333.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 70.4 ft 70.4 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 70.4 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c4 n 3.92 0.00 0 0 0 Wall R20 BC n 4.05 1.15 77 180 51 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 laz U32 SHGC30 n 22.24 11.24 0 0 0 tilaz U32 SHGC30 n 22.24 11.24 8 178 90 laz U32 SHGC30 n 22.24 11.24 24 534 270 Wall 15B-15s3c-4 e 3.92 0.00 0 0 0 all R20 BC e 4.05 1.15 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 Z U32 SHGC30 e 0.00 0.00 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 0 0 0 V all R20 BC s 4.05 1.15 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 4az U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 Wall 15B-15s3c4 w 3.92 0.00 0 0 0 Tall R20 BC w 4.05 1.15 0 0 0 t -Glaz U32 SHGC30 w 0.00 0.00 0 0 0 ZZ U32 SHGC30 w 0.00 0.00 0 0 0 Infiltration Heating Load (Btuh) 0.24 251 Effect WAR 12 Sensible Load (Btuh) ACH 0.07 35 0.14 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e P lants 0 14 Subtotals Sum lines 6 through 12 1213 435 Duct EHLF & ESGF 0 0 0 0 15 Loads ELG 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -60 21 Total Load Sum lines 13 through 19 1213 435 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -! o- wrightsofr 2020 -Jan -06 14:59 00 4C►. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 5 ..0 W 32nd\6200 W 32nd -Man J_North_2020-01-03.mp Calc = MJ8 Front Door faces: N E"r ENERGY Load Short Form Job: 6200 W 32nd Avenue l INNOVATIONS Date: January 3, 2020 North LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Design Information Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 70 17 Fireplaces 1 (Semi -tight) Daily range - H Inside humidity (%) 30 30 Moisture difference (gr/Ib) 34 -5 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Area (ftz) Htg load (Btuh) Make Carrier Htg AVF (cfm) Clg AVF (cfm) Trade Carrier Performance Boost Sing... Trade CARRIER 1866 1576 Model 59SP2A040E17--12 107 N Unit Dining Cond 24ACA418CO0300 3464 1806 AHRI ref 0 123 N Unit Living Coil CNPHP2417ALA+59SP2A040E17--12 3327 5143 139 AHRI ref 9171715 N Unit Office 183 Efficiency 92.1 AFUE 94 Efficiency 12.5 EER, 15 SEER N Unit Crawl Heating input 40000 Btuh Sensible cooling 14620 Btuh Heating output 29600 Btuh Latent cooling 2580 Btuh Temperature rise 41 °F Total cooling 17200 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.068 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) N Unit Kitchen 221 1866 1576 78 107 N Unit Dining 239 3464 1806 145 123 N Unit Living 633 3327 5143 139 350 N Unit Office 183 2249 2148 94 146 N Unit Crawl 1539 4863 0 203 0 N Unit Mud 117 2162 654 90 44 N Unit Bath 1 76 0 0 0 0 ni i i.:a r .... 7n 17111 Air r.1 4n Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rightsoft, 2020 -Jan -06 14:59:03 �tRight-Suite® Universal 2019 19.0.12 RSU20087 Page 1 /4CCK ...0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N North Lower AH 3078 19144 11762 800 800 Other equip loads 0 0 Equip. @ 0.97 RSM 11409 Latent cooling 0 Tr1TAI S gn7R 1a1dd 11AM onn tnr vvv VVV Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf Ightsofit`2020-Jan-O6 14:59:03 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 2 ACCA ...0 W 32nd\6200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N ENERGY Duct System Summary INNOVATIONS North LowerAH Energy Innovations Phone: 720.281.4554 Email max@eiboulder.com Web: www_eibouldercom Project• • For: David Mann, Mann Builders External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.37 in H2O 0.33 in H2O 0.200 / 0.130 in H20 0.083 i n/ 100ft 800 cfm 396 ft Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Cooling 0.70 in H2O 0.37 in H2O 0.33 in H2O 0.200 / 0.130 in H2O 0.083 i n/ 1 00f 800 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 N Unit Dining h 1732 97 61 0.094 6.0 Ox 0 ShMt 42.5 170.0 st1 N Unit Dining -A h 1732 97 61 0.085 6.0 Oxo ShMt 29.5 205.0 st1 N Unit Foyer h 1213 68 30 0.087 6.0 Ox 0 ShMt 39.0 190.0 st1 N Unit Kitchen c 1576 105 107 0.104 6.0 0x0 ShMt 31.0 160.0 st1 N Unit Living c 1714 62 117 0.083 7.0 Ox 0 ShMt 44.5 195.0 st1 N Unit Living -A c 1714 62 117 0.086 7.0 Oxo ShMt 17.0 215.0 st1 N Unit Living -B c 1714 62 117 0.085 7.0 Ox 0 ShMt 29.5 205.0 st1 N Unit Mud h 2162 121 44 0.085 7.0 Ox 0 ShMt 53.5 180.0 st1 N Unit office c 2148 126 146 0.089 7.0 Ox 0 ShMt 20.0 205.0 st1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st1 Peak AVF 800 800 0.083 655 13.1 8 x 22 ShtMetl f .,ightsoft"' Right -Suite® Universal 2019 19.0.12 RSU20087 0 W 32nd\6200 W 32nd -Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces 2020 -Jan -06 14:59:03 Page 1 Return Branch Detail Table Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb12 14x 5 130 146 104.0 0.125 547 7.0 Ox 0 ShMt rt1 rb10 14x 7 167 224 113.8 0.115 641 8.0 Ox 0 ShMt rt1 rb9 14x 5 126 146 92.3 0.141 547 7.0 Ox 0 ShMt rt1 rb2 14x 6 183 161 156.5 0.083 525 8.0 Ox 0 ShMt rt1 rb11 14x6 194 123 156.5 0.083 556 8.0 Ox 0 ShMt rt1 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H xDuct (in) W Material Trunk rt1 Peak AVF 800 800 0.083 640 13.1 10 x 18 ShtMetl wrightso.t ,,..:,,,,.,..,.>..,,_, Right -Suited Universal 2019 19.0.12 RSU20087 ACCK ...0 W 32nd\6200 W 32nd_Man J_North_2020-01-03.rup Calc = MJ8 Front Door faces: N 2020 -Jan -06 14:59:03 Page 2 Job #: 6200 W 32nd Avenue Performed by Max Nuitelman for: David Mann Energy Innovations Phone: 720.281.4554 www.eiboulder.com max@eiboulder.com Scale: 1 : 130 Page 2 Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 14:59:14 32nd—Man J_North_2020-01-03. Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com Chad Freedman 6200 West 32rd Avenue Wheat Ridge, CO 80033 SUBSURFACE INVESTIGATION OF 6200 WEST 32ND AVENUE JEFFERSON COUNTY, COLORADO REPORT NO. 19-323 August 23, 2019 NOT VALID WITHOUT ORIGINAL SIGNATURE 5 veru C1r'�T, GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS e r �,� � , - , � :_ i .� ' � � � � � � � TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Structural Fill Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail 1 1 1 2 4 6 7 7 7 8 9 9 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Appendix Information about the Report Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 ..GENERAL This report presents the results of data obtained during the subsurface investigation at 6200 WEST 32ND AVENUE, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at the site. It is our understanding a duplex with a basement is planned for this site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,000 pounds per linear foot of foundation wall. The general topography of the site slopes approximately 1% to the west. The vegetation at the site consists of native trees, grass and weeds. The weather was hot and sunny at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on August 2, 2019 at the site shown on the Location Map. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. When checked later groundwater was measured at a depth of 14 feet in B1 and B2 was dry; 131 caved to 16 feet and B2 caved to 6 feet. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative August 23, 2019 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and Colorado Geoscience and Design Inc. shall be absolved from any and all responsibility for any damages arising from the failure to obtain proper site observations. If an individual or contractor performs an open -hole or site observation or disregards the foundation recommendations cited herein, other than those provided by Colorado Geoscience and Design, Inc.'s, or that which has been approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant construction recommendations. FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed duplex be founded on drilled piers and grade beams or continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. Piers shall be a minimum 10 -inch diameter. 2. Piers shall be a minimum of 22 feet deep with a minimum embedment of 7 into the sandy claystone. 3. Piers shall be designed for a maximum end bearing capacity of 25,000 pounds per square foot. 4. Side shear resistance of 2,500 pounds per square foot for the 7 foot portion of the pier embedded into the sandy claystone. 5. Piers shall be designed for a minimum dead load of 10,000 pounds per square foot to resist uplift. If the minimum dead load pressure cannot be met, the pier length should be increased to offset any dead load deficiency. August 23, 2019 2 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 6. All piers shall be reinforced their full length with steel rebar. The pier reinforcing shall be designed to resist the tension resulting from the maximum uplift pressures. No less than 1% of steel based on the pier end area shall be used. The pier reinforcing steel shall extend into the foundation wall a sufficient distance to fully develop the bars in tension. 7. The recommended diameter must be maintained at the top of each pier hole. We recommend forming the top portion of the pier with cylindrical cardboard forms to prevent mushrooming 8. The drilled pier holes shall be cleaned of all loose material and filled immediately with concrete to prevent sloughing of loose soil or infiltration of water. 9. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads and shall be designed to distribute the applied loads between piers. 10.A void form of a minimum of four inches (4") shall be placed under the foundation grade beam walls between the drilled piers. 11. If water is present in the drilled pier hole, the concrete shall be pumped or tremmied to the bottom of the pier to displace the water. ALTERNATE FOUNDATION RECOMMENDATION: An alternate and satisfactory foundation recommendation for the proposed duplex would be continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,750 pounds per square foot (DL+LL). The entire foundation shall bear on a minimum of 4 feet of structural fill material and at least 3 feet above the groundwater (See "Placement of Structural Fill"). 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. August 23, 2019 3 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of 1/2". CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement. Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to % inch in width and/or differential are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in August 23, 2019 4 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High >_ 6 Note: the representative percent swell values presented are not necessarily measured values• rather they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meets the criteria for moderate risk of slab -on -grade movement. THEREFORE, A STRUCTURAL FLOOR OVER A CRAWL SPACE IS REQUIRED FOR THE DRILLED PIER OPTION AND OVER EXCAVATION AND COMPACTION IS REQUIRED FOR THE FOOTING OPTION. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native sandstone bedrock soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. August 23, 2019 5 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than Y2" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF STRUCTURAL FILL Where structural fill placement is required, the following requirements shall be followed. The entire foundation including the garage shall be over -excavated 4 feet below the bottom of the footings and pads and 4 feet in all directions beyond the footprint of the foundation. The structural fill material shall consist of non -expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. The site soil is not suitable for use as structural fill. The fill material should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non -cohesive soils (sand) shall be placed at ±2% of the optimum moisture content and cohesive soils (clay) shall be placed at +3% to —11% of optimum moisture content. A Standard or Modified Proctor Curve (whichever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. An excavation August 23, 2019 6 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 observation and soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions, the depth of excavation, and quality of the compacted soil prior to the placement of the footings and pads. The fees for these tests are not included in the cost of the subsurface investigation. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly August 23, 2019 7 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building August 23, 2019 8 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, August 23, 2019 9 Subsurface Investigation Chad Freedman Colorado Geoscience and Design, Inc. Report No. 19-323 with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. August 23, 2019 10 WEST 32ND AVENUE LEGEND OSOIL PROFILE TEST PIT AFOUNDATION SOIL TEST BORINGS OPERCOLATION TEST HOLES ❑ SOIL PROFILE HOLE Colorado Geoscience & Design,inc. P.O. BOX 6B, FRMN OWN, CO. 00116, PHONE # (303) 668-2150 SITE MAP ru CHAD FREEDMAN ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR ESTIMATES MADE IN THE FIELD BY ID GPS LOCATOR ELEV B1 39'45.716'N 5446 105'03.918'W 6200 WEST 32ND AVENUE 82 39'45.706'N 5444 105'03.919'W COLORADO CHAD FREEDMAN ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR ESTIMATES MADE IN THE FIELD BY COLORADO GEOSCIENCE PERSONNEL. THE LOCATIONS, DISTANCES, DIRECTIONS, ETC. ARE NOT THE RESULT OF A PROPERTY SURVEY BUT SITE LOCATION ARE APP ROXIMATIONS AND ARE NOT WARRANTED TO BE EXACT. IT IS THE OWNER/BUILDER'S RESPONSIBILITY TO DEFINE PROPERTY 6200 WEST 32ND AVENUE BOUNDARIES AND ENSURE ALL ON-SITE IMPROVEMENTS ARE LOCATED JEFFERSON COUNTY WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. ALL DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION. COLORADO SCALE 111 =40' JOB NO. 19-323 FIG. 1 Colorado Geoscience and Design, Inc. PROJECT: Subsurface Investigation JOB NO: 19-323 CLIENT: Chad Freedman Log of Test Holes LOCATION -.6200 West 32nd Avenue, Jefferson County, Colorado DRILLING METHOD: 4" Continuous Flight Auger 1 2 100 .2 92 0 i�7 VLSI 72 Clay, slightly sandy to very sandy, stiff to hard, slightly moist to moist, rust brown s. 1 3 Claystone, sandy, moist, tan to brown s Clay, slightly sandy to very 100 sandy, stiff to hard, slightly moist to moist, rust brown M 92 m m m o' m Claystone, sandy, moist, tan 84 m to brown LIM 76 72 Notes: Where Applicable--- 1. x/y indicates that "x" number of blows of a 140 -pound hammer falling 30 a: Indicates ground water encountered during the drilling operation. inches are required to drive a 2 -inch diameter sampler "y" number of inches. b. Indicates ground water encountered after 24 hours. 2. 1 Indicates depth at which soil samples were taken. I C. Indicates auger refusal. d. —a Indicates caving. Figure 2 SWELL - CONSOLIDATION TESTS Swell/Consolidation under + +8 pressure due to wetting J +6 J W +4 LL co O W +2 O Z 0 � O W Q -2 U a 000 W J -4 O a N Z -6 O U -8 Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown Swell/Consolidation under ++8 pressure due to wetting J +6 tw J W +4 LL N O +2 —. O 0 O W Q -2 00 W J -4 W O a N Z -6 O U -8 Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown JOB NO. 19-323 FIGURE 3 SWELL - CONSOLIDATION TESTS Swell/Consolidation under + pressure due to wetting +8 i0o J +6 J 0 W +4 0-9 W cn O x +2 .. O Z 0 O w Q -2 U � J -4 W O a z Z -6 O U -8 Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 4' Soil Description: Clay, slightly sandy to very sandy, stiff to hard, slightly moist to moist, rust brown Swell/Consolidation under + +8 pressure due to wetting J +6 J W +4 LLcn O W +2 -- O O 0 w Q -2 Ua 0X J -4 W O 10010 a z Z -6 O U -8 Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 9' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown JOB NO. 19-323 FIGURE 3 + +8 J +6 J W +4 LL N O +2 O Z 0 O w Q -2 U � J -4 w O a Z -6 Z O U -8 SWELL - CONSOLIDATION TESTS I I I I I I 111 Swell/Consolidation under pressure due to wetting Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 14' Soil Description: Clay, slightly sandy to very sandy, stiff to hard slightly moist to moist, rust brown + +8 J +6 J W +4 LL c/) O M +2 -- O ZO 0 H _ w Q -2 U O W .J -4 a O cl)- Z 6 O U -8 I Swell/Consolidation under pressure due to wetting Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 24' Soil Description: Claystone, sandy, moist tan to brown JOB NO. 19-323 FIGURE 3 SWELL - CONSOLIDATION TESTS Swell/Consolidation under ++8 pressure due to wetting J +6 J W +4 uL N p W +2 O 0 0 W Q -2 U W J -4 a O cn Z -6 O U -8 Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 19' Soil Description: Claystone, sandy, moist, tan to brown JOB NO. 19-323 FIGURE 3 § § _ & E 2 q a \ / k \ § \ } 0 LU0 Of 2 0 \ 9 7 « 7 E E E E E T 2) T LM a k a 5 a 7 y y 7 y f 2 f f m g \ t = r t c . n 7 = 7 % § § ƒ & 2 0 2 / & 7 Q f 0 c 2 q 2 @ 2 •± = 2 w b c R % $ % y % 4 # a a 2 J a 2 �c*= cE ��»=E m 2\/ m m K-0 U) -0 % 7 /.7 /-0 _ = (= _ c « �2 >,» k« 2 2 2 2 2 2 6 2 2£ 2 »7%9%93 5T -�i92 0 E\ 0 E\ o0 E/ E/ 0 E V) 0 k 0 a O£ O Q 2 g a 0 ƒ c§ © / 0& % o r c © 2 @ 0 c / E § § k ) 17 ° m / R r e \ m 6 R 9 m m a 3 C)CN k 2 % 9 / / C) ] I ƒ ƒ % ? / \ k E( U)\ z 2 \ % / 2 m f § - k ® 7 \ / \ % / . q \ o ® \ + � 0 0 0 0 0 0 0 o \ K £ C m / \ \ c / / k 0 ƒ / n c c $ ƒ )11 \ / k \ § \ } 0 LU0 Of 2 0 BRACE WALLS, TOP & BOTTOM PRIOR TO BACKFILLING------" CONCRETE GRADE FLOOR SLAB EXPANSION JOI WELL SLOPED — 12" PER 10 FT. MIN. DO NOT DIKE WITH (——SOD OR EDGING '�///� �/���� ° .oma•, o00 VOID BETWEEN PIERS -""/ I TOP 12" OF WELL—COMPACTED BACKFILL MODERATELY COMPACTED BACKFILL AMP PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 15# BUILDING FELT 4" MIN\3/4" TO 1 1/2" CLEAN GRAVEL 4" MIN. 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. (0 Colorado Geoscience & Design, Inc. PO BOX 66, FR NK OW .00 80116, PHONE A 1303. 6U-2150 EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PIER FOUNDATION) SECTION SCALE: NTS BRACE WALLS, TOP & BOT., WELL SLOPED — 12" PER PRIOR TO BACKFILLING �_10 FT. MIN. DO NOT DIKE WITH 'SOD OR EDGING TOP 12" OF WELL—COMPACTED BACKFILL CONCRETE GRADE BE -A" I _T__BACKFILLELY COMPACTED FLOOR SLAB I AMP PROOFING POLYETHYLENE GLUED TO WALL EXPANSION JOINT AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 15# BUILDING FELT 4" MIN. So •;0�;�0 3/4" TO 1 1/2" CLEAN GRAVEL 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDATION) SECTION Colorado SCALE: NTS Geosclence & Design, Inc. P C BO%66. Fr 'N'i 0T CO 80116, PHONE # (303)6a8-2!50 r APPENDIX Important Infonnation About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical infonnation and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the perfonnance of geotechnical strictures prior to constriction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and constriction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or waiTanties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must detennine the level of risk they are willing to accept for the proposed constriction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate constriction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed constriction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our finn to detennine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Page 1 of 3 Table I presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chaf•t SWELL POTENTIAL AT 1,000 LBS. Oto%2% %2 to 1 %% 1%2 to 3V2% 3%2 to 6% 6to8% Greater than 8% CLASSIFICATION Non-expansiveNery low Low Moderate High Very High Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge -of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High -large slab cracking and differential movement, closed voids, closed fiuriace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: Soil and bedrock type and variability Stratigraphy © Groundwater depth and anticipated post -construction moisture conditions. Surface water drainage and features • Post -construction landscaping and irrigation Construction details and proposed use Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review A Guide to Swelling Soils for Colorado Homebuyers ctnd Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Page 3 of 3 -1000 Z:E CD CD oyc C�?`t'Qm 3 0 0= Y W Q m 0. 0 o o �n m z4: r w n o 0 n 0 0 w m � n 0 0 0 0 o co0 o o S ® Lr7 co ro0 110 m D -nW 7J * m = co 0 r 00 o o o 0 a sv w � c°i, p 0 C) p p p o 0 o W 0 C: W W W W C C C 0 A C C �a Igo �r N N :7 E�:NERGY i INNOVATIONS Project Summary South UpperAH Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com 2n000M4 3 al�lQu�o For: David Mann, Mann Builders Notes: 6200 W 32nd Avenue (SOUTH UNIT) Design Information Weather: Denver International, CO, US Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 70 °F Design TD 17 °F Daily range H Relative humidity 30 % Moisture difference -5 gr/Ib Heating Summary Structure 18907 Btuh Ducts 2628 Btuh Central vent (0 cfm) 0 Btuh ( none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21536 Btuh Infiltration Method Construction quality Fireplaces Simplified Tight 0 Heating Equipment Summary Sensible Cooling Equipment Load Sizing Structure Heating cooling Area (ft2) 1925 1925 Volume (ft3) 17328 17328 Air changes/hour 0.18 0.09 Equiv. AVF (cfm) 52 26 Heating Equipment Summary Sensible Cooling Equipment Load Sizing Structure 14229 Btuh Ducts 2299 Btuh Central vent (0 cfm) 0 Btuh ( none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 16033 Btuh Latent Cooling Equipment Load Sizing Structure 733 Btuh Ducts -27 Btuh Central vent (0 cfm) 0 Btuh (pone) Equipment latent load 706 Btuh Equipment Total Load (Sen+Lat) 16739 Btuh Req. total capacity at 0.85 SHR 1.6 ton Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance Boost Sing... Trade Model 59SP2A040E17--12 Cond 24VNA925AO030 AHRI ref 0 Coil CNPVP2417ALA+59SP2A040E17--12 AHRI ref 7153387 Efficiency 92.1 AFUE Efficiency 11.5 EER, 17.5 SEER Heating input 40000 Btuh Sensible cooling 18870 Btuh Heating output 29600 Btuh Latent cooling 3330 Btuh Temperature rise 41 °F Total cooling 22200 Btuh Actual air flow 800 cfm Actual air flow 800 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 Load sensible heat ratio 0.96 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 411- _htsoft, 2020 -Jan -06 15:04:58 3-nd\6 00 W 32ndRight-Suite® Universal 2019 19.0.12 RSU20087 Page 1 0 W 4CGR _Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N w e :+ �. "� � EENERGY AED Assessment Job: 6200 W 32nd Avenue i INNOVATIONS Date: January 3, 2020 South UpperAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Test for Adequate Exposure Diversity Hourly Glazing Load Hour of D.y i H*+h ae�ge � nED irta Maximum hourly glazing load exceeds average by 27.8%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Bold/italic values have been manually overridden -Fk wrightsoft" 2020 -Jan -0615:04:58 Right -Suite@ Universal 2019 19.0.12 RSU20087 Page 1 ACCk .0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40'N Relative humidity (%) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Hour of D.y i H*+h ae�ge � nED irta Maximum hourly glazing load exceeds average by 27.8%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Bold/italic values have been manually overridden -Fk wrightsoft" 2020 -Jan -0615:04:58 Right -Suite@ Universal 2019 19.0.12 RSU20087 Page 1 ACCk .0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EtNERGY Building Analysis Job: 6200W32ndAvenue i INNOVATIONS Y Date: January 3, 2020 South UpperAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Component Design Conditions % of load Walls Location: 7092 Indoor: Heating Cooling Denver Internationa, CO, US 29.2 Indoor temperature (°F) 70 75 Elevation: 5430 ft Ceilings Design TD (°F) 70 17 Latitude: 40°N 2.4 Relative humidity (%) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: Adjustments 0 Daily range (°F) - 28 ( H ) Method Simplified 0 Wet bulb (°F) - 60 Construction quality Tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 4.1 7092 32.9 Glazing 22.2 6297 29.2 Doors 0 0 0 Ceilings 1.4 1932 9.0 Floors 2.4 333 1.5 Infiltration 1.6 3254 15.1 Ducts 2320 14.0 2628 12.2 Piping Adjustments 0 0 Humidification 1 0 0 Ventilation 0 0 Adjustments 0 Total 21536 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 1.2 2015 12.2 Glazing 28.7 8115 49.1 Doors 0 0 0 Ceilings 1.0 1341 8.1 Floors 0.3 40 0.2 Infiltration 0.2 398 2.4 Ducts 2299 13.9 Ventilation 0 0 Internal gains 2320 14.0 Blower 0 0 Adjustments 0 Total 1 1 165291 100.0 Latent Cooling Load = 706 Btuh Overall U -value = 0.064 Btuh/ft'-'F Data entries checked. Glazing Glazing Bold/italic values have been manually overridden 410- wrightsaft 2020 -Jan -0615:04:58 ,I - ...- --. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 A --CK ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY Component Constructions i INNOVATIONS South UpperAH Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Area Project Information Insul R Htg HTM For: David Mann, Mann Builders U32 SHGC30: Typ double pane; 1 ft overhang (4 ft window ht, 4.5 ft e W Design Conditions Btuh/W Location: Btuh/ft2 Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 33.3 Design TD (°F) 70 17 Latitude: 40°N R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum Relative humidity (%) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: a Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain U32 SHGC30: Typ double pane; 1 ft overhang (4 ft window ht, 4.5 ft e W Btuh/ft? °F ft2-°F/Btuh Btuh/W Btu Btuh/ft2 Btuh Walls 11 0.320 sep.); 6.67 ft head ht 917 33.3 1373 U32 SHGC30: Typ double pane; 1 ft overhang (5.5 ft window ht, 6.2 ft e R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum n 254 0.058 20.0 4.05 1030 1.15 293 board int fnsh, 2"x6" wood frm a 490 0.058 20.0 4.05 1984 1.15 564 sep.); 6.67 ft head ht s 548 0.058 20.0 4.05 2221 1.15 631 w 459 0.058 20.0 4.05 1857 1.15 528 all 1751 0.058 20.0 4.05 7092 1.15 2015 Partitions (none) Windows U32 SHGC30: Typ double pane; 1.5 ft overhang (2.3 ft window ht, 1.1 ft e 5 0.320 sep.); 6.67 ft head ht 222 33.8 338 U32 SHGC30: Typ double pane; 1 ft overhang (4 ft window ht, 4.5 ft e 10 0.320 sep.); 6.67 ft head ht 306 33.8 464 U32 SHGC30: Typ double pane; 1 ft overhang (4.4 ft window ht, 0 ft e 11 0.320 sep.); 6.67 ft head ht 917 33.3 1373 U32 SHGC30: Typ double pane; 1 ft overhang (5.5 ft window ht, 6.2 ft e 14 0.320 sep.); 6.67 ft head ht 139 16.9 106 U32 SHGC30: Typ double pane; 1 ft overhang (5.5 ft window ht, 8.4 ft e 14 0.320 sep.); 6.67 ft head ht 917 15.1 624 U32 SHGC30: Typ double pane; 1.5 ft overhang (5.5 ft window ht, 1.1 ft e 41 0.320 sep.); 6.67 ft head ht 278 33.8 422 U32 SHGC30: Typ double pane; 1 ft overhang (2.5 ft window ht, 1.8 ft s 6 0.320 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1 ft overhang (2.5 ft window ht, 2.3 ft s 6 0.320 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1 ft overhang (2.5 ft window ht, 2.8 ft s 6 0.320 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1.5 ft overhang (5.5 ft window ht, 1.7 ft s 41 0.320 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1 ft overhang (6 ft window ht, 0 ft s 15 0.320 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1.5 ft overhang (2.5 ft window ht, 2.9 ft w 13 0.320 sep.); 6.67 ft head ht Bold/italic values have been manually overridden wrightsoft` II-. Right -Suite® Universal 2019 19.0.12 RSU20087 AGCK ...0 W 32nd\6200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N 0 22.2 119 32.6 175 0 22.2 222 33.8 338 0 22.2 245 29.6 326 0 22.2 306 33.8 464 0 22.2 306 33.8 464 0 22.2 917 33.3 1373 0 22.2 139 15.6 98 0 22.2 139 16.9 106 0 22.2 139 17.7 111 0 22.2 917 15.1 624 0 22.2 334 14.9 224 0 22.2 278 33.8 422 2020 -Jan -06 15:04:58 Page 1 U32 SHGC30: Typ double pane; 1.5 ft overhang (4.4 ft window ht, 1.6 ft w sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1 ft overhang (4.5 ft window ht, 1.5 ft w sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1 ft overhang (6 ft window ht, 0.9 ft w sep.); 6.67 ft head ht Doors (none) Ceilings R49 attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet fir fnsh, r-30 cav ins, gar ovr 33 0.320 0 22.2 734 33.8 1114 23 0.320 0 22.2 500 33.8 759 45 0.320 0 22.2 1001 33.8 1519 1345 0.021 49.0 1.44 1932 1.00 1341 137 0.035 30.0 2.43 333 0.29 40 Bold/italic values have been manually overridden wry -g L50ft- 2020 -Jan -0615:04:58 C� ...0 W 32nd\6200 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 2 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY RI ht -J8® Form J1 Job: 6200 W 32nd Avenue � INNOVATIONS 9 Date: January 3, 2020 South UpperAH By: Max Nuttelmanan Energy Innovations Phone: 720 281.4554 Email: max@eiboulder.com Web: www_eibouldercom 1 Name of Room South Upper AH S Unit MBR 2 Running Feet of Exposed Wall 226.0 ft 32.3 ft 3 Ceiling Ht (Ft) and Gross WallArea (SgFt) 9.0 ft 5341.5 ft2 9.0 ft 580.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1925.3 ft2 15.0 x 17.3 ft 258.8 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 1925.3 ft2 0 258.8 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 0 0 0 Wall laz R20 BC U32 SHGC30 n n 4.05 0.00 1.15 0.00 254 0 1030 0 293 0 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz laz U32 SHGC30 U32 SHGC30 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 585 1984 564 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 32.63 5 119 175 0 0 0 laz U32 SHGC30 e 22.24 33.75 10 222 338 0 0 0 laz U32 SHGC30 e 22.24 29.61 11 245 326 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 14 306 464 0 0 0 laz U32 SHGC30 e 22.24 33.75 14 306 464 0 0 0 az U32 SHGC30 e 22.24 33.28 41 917 1373 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 623 2221 631 135 471 134 laz U32 SHGC30 s 22.24 15.64 6 139 98 6 139 98 laz U32 SHGC30 s 22.24 16.93 6 139 106 6 139 106 laz U32 SHGC30 s 22.24 17.71 6 139 111 6 139 111 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.12 41 917 624 0 0 0 laz U32 SHGC30 s 22.24 14.90 15 334 224 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c4 w 0.00 0.00 0 0 0 0 0 0 all R20 BC w 4.05 1.15 572 1857 528 155 447 127 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 w 22.24 33.75 13 278 422 0 0 0 Infiltration Heating Load (Btuh) 0.18 3254 464 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 398 0.14 57 0.09 Latent Load (Btuh) -67 Internal a Occupants at 230 and 200 Btuh 4 920 800 2 460 400 b Scenario number 1400 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 18907 14229 733 3159 3220 Duct EHLF & ESGF 0.1397--0162 2628 2299 1110 1096 15 Loads [ELG -27 -9 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 Winter Humidification Load Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 360 21 Total Load Sum lines 13 through 19 21536 16529 706 4269 4316 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed T� 2020 -Jan -06 15:04:58 Right-SuiteN3 Universal 2019 19.0.12 RSU20087 Pae 1 '' ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = M,18 Front Door faces: N g EENERGY INNOVATIONS Right -J80 Form J1 Job: 6200 W 32nd Avenue Date: January 3, 2020 South UpperAH By: Max Nuttelmanan Energy Innovations Phone: 720.281 4554 Email: max@eiboulder.com Web: www eibouldercom 1 Name of Room S Unit Bath 4 S Unit Flex 2 Running Feet of Exposed Wall 13.5 ft 95.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 243.0 ft' 9.0 ft 1035.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6.8 x 6.8 ft 45.6 ft2 1.0 x 536.6 ft 536.6 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 45.6 ft2 0 536.6 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number FacesLength Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 61 246 70 113 456 129 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 61 224 64 232 772 219 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 32.63 5 119 175 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 29.61 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.28 0 0 0 41 917 1373 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 225 744 212 laz U32 SHGC30 s 22.24 15.64 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 16.93 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.12 0 0 0 41 917 624 laz U32 SHGC30 s 22.24 14.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c 4 w 0.00 0.00 0 0 0 0 0 0 1RJall R20 BC w 4.05 1.15 0 0 0 286 973 277 U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 I�-G-Glaz laz U32 SHGC30 w 22.24 33.75 0 0 0 13 278 422 Infiltration Heating Load (Btuh) 0.18 194 1368 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.06 24 0.42 167 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 900 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 850 360 7930 5468 Duct EHL F & ESGF 0.139 0.162 0 0 0 0 15 Loads E LG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -18 -503 21 Total Load Sum lines 13 through 19 850 360 7930 5468 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrfght rt 2020 -Jan -0615:04:58 Right -Suite® Universal 2019 19.0 12 RSU20087 0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = M,18 Front Door faces: N Page 2 EfIERGYht-J8® Form J1 Job: 6200 W 32nd Avenue Rigg Date: January 3, 2020 South UpperAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eibouldercom Web www.eibouldercom 1 Name of Room S Unit Lndry S Unit Halls 2 Running Feet of Exposed Wall 10.0 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 369.0 ft2 9.0 ft 711.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 10.0 x 10.5 ft 105.0 ft2 1.0 x 228.8 ft 228.8 f12 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 105.0 ft2 0 228.8 ft2 Type of Const., Panel H Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 -G laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Lilaz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 32.63 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 29.61 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.28 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3cA s 0.00 0.00 0 0 0 0 0 0 all R20 SC s 4.05 1.15 90 304 86 0 0 0 laz U32 SHGC30 s 22.24 15.64 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 16.93 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.12 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 14.90 15 334 224 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 0 0 0 t o C w 0 0 0 0 0 0 laz I U32 SHGC30 U32S w 0.00 000 000 0.00 0 0 0 0 0 0 laz U32 SHGC30 w 22.24 33.75 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 144 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.04 18 0 0 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 500 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 781 801 0 0 Duct EHLF & ESGF 0.139 0.162 0 0 0 0 15 Loads E LG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -27 0 21 Total Load Sum lines 13 through 19 781 801 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed - -+- 2020 -Jan -0615-04:58 Right -Suite® Universal 2019 19.0.12 RSU20087 ..0 W 32nd16200 W 32nd -Man J_South_2020-01-03 rup Calc = MJ8 Front Door faces: N Page 3 ENERGYRI ht -J8® Form J1 Job: 6200 W 32nd Avenue INNOVATIONS g Date: January 3, 2020 South Upper AH By: Max Nutteiman Energy Innovations Phone: 720.281 4554 Email: max@eibouldercom Web: www.eibouldercom 1 Name of Room S Unit Mstr Clst S Unit BR 3 2 Running Feet of Exposed Wall 7.3 ft 26.3 ft 3 Ceiling Ht (Ft) and Gross WallArea (SgFt) 9.0 ft 513.0 ft2 9.0 ft 504.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 131.8 ft 131.8 ft2 1.0 x 182.1 ft 182.1 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 131.8 ft2 0 182.1 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number FacesLength Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c4 n 0.00 0.00 0 0 0 0 0 0 Wall R20 SC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz laz U32 SHGC30 U32 SHGC30 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 all R20 BC a 4.05 1.15 0 0 0 106 384 109 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 32.63 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 29.61 0 0 0 11 245 326 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.28 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 EZU32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 156-15s3c-4 s 0.00 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 131 529 150 laz U32 SHGC30 s 22.24 15.64 0 0 0 0 0 0 laz U32 SHGC30 3 22.24 16.93 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.12 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 14.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 156-15s3c4 w 0.00 0.00 0 0 0 0 0 0 V�Jall R20 BC w 4.05 1.15 65 264 75 0 0 0 U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 I�-G-GIaz laz U32 SHGC30 w 22.24 33.75 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 104 378 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.03 13 0.12 46 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 553 197 1868 348 Duct EHLF & ESGF 0.139 0.162 194 67 0 0 15 Loads E LG 1} 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -18 -53 21 Total Load Sum lines 13 through 19 747 265 1868 848 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s + wriC,"tsotc 2020 -Jan -06 15:04 58 m` Right -Suite® Universal 2019 19.0.12 RSU20087 ..0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 4 EENERGY INNOVATIONS Right -J80 Form J1 Job: 6200 W 32nd Avenue Date: January 3, 2020 South UpperAH By: Max Nuttalmanan Energy Innovations Phone: 720.281.4554 Email: max@eiboulder com Web www.eiboulder.com 1 Name of Room S Unit BR 2 S Unit Bath 3 2 Running Feet of Exposed Wall 21.8 ft 12.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 531.0 ft2 9.0 ft 342.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 207.8 ft 207.8 ft2 1.0 x 77.9 ft 77.9 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 207.8 ft2 0 77.9 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number FacesLength Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 81 328 93 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz laz U32 SHGC30 U32 SHGC30 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 2laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 115 353 100 72 251 71 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 32.63 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 10 222 338 laz U32 SHGC30 e 22.24 29.61 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 33.75 14 306 464 0 0 0 laz U32 SHGC30 e 22.24 33.75 14 306 464 0 0 0 laz U32 SHGC30 e 22.24 33.28 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 la7 U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 43 173 49 laz U32 SHGC30 s 22.24 15.64 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 16.93 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 15.12 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 14.90 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 0 0 0 UiVall R20BC w 4.05 1.15 0 0 0 0 0 0 U32 U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 I; cCllaz laz U32 SHGC30 w 22.24 33.75 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.18 313 184 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.10 38 0.06 22 0.09 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1896 1576 885 518 Duct EHL F & ESGF 0.139 0.162 666 537 311 176 15 Loads E LG -7 -3 16 Ventilation Loads Vent Cf- 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -15 0 21 Total Load Sum lines 13 through 19 2562 2113 1196 695 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -s}+- wriglitsafk 2020 -Jan -06 15 04 58 s� Right -Suite® Universal 2019 19.0.12 RSU20087 Page 5 0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY Right -J8@ Form J1 Job: 6200 W 32nd Avenue � INNOVATIONS 9 Date: January 3, 2020 South UpperAH By: Max Nuttelman Energy Innovations Phone: 720 281.4554 Email: max@eiboulder.com Web: www eibouldercom 1 Name of Room S Unit Mstr Bath 2 Running Feet of Exposed Wall 7.3 ft 3 Ceiling Ht (Ft) and Gross WallArea (SgFt) 9.0 ft 513.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 151.0 ft 151.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 151.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number FacesLength Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 0.00 0.00 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 Iaz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 Iaz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 Iaz U32 SHGC30 n 0.00 0.00 0 0 0 Wall 15B-15s3c-4 e 0.00 0.00 0 0 0 all R20 BC a 4.05 1.15 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 Iaz U32 SHGC30 e 22.24 32.63 0 0 0 laz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 22.24 29.61 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 Iaz U32 SHGC30 e 22.24 33.75 0 0 0 Iaz U32 SHGC30 e 22.24 33.75 0 0 0 laz U32 SHGC30 e 22.24 33.28 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 Wall 15B-15s3c-4 s 0.00 0.00 0 0 0 all R20 BC s 4.05 1.15 0 0 0 laz U32 SHGC30 s 22.24 15.64 0 0 0 Iaz U32 SHGC30 s 22.24 16.93 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 22.24 15.12 0 0 0 laz U32 SHGC30 s 22.24 14.90 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 Wall 15B-15s3c-4 w 0.00 0.00 0 0 0 BC w 4.05 1.15 65 173 49 laz nlaz U32 U32 SHGC30 w 0.00 0.00 0 0 0 U32 SHGC30 w 22.24 33.75 0 0 0 Infiltration Heating Load (Btuh) 018104 Effect WAR Sensible Load (Btuh) 13 12 ACH 0.03 0.09 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 986 1241 Duct EHLF & ESGF 0.139 0.162 347 423 15 Loads E LG -5 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 275 21 Total Load Sum lines 13 through 19 1333 1664 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ Aa- 2020 -Jan -06 15 04 58 Right -Suite® Universal 2019 19 0.12 RSU20087 Pa ...0 W 32nd\6200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 6 EENERGY Load Short Form Job: 6200 W 32nd Avenue i INNOVATIONS Date: January 3, 2020 South UpperAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder com Web: www.eibouldercom Project Information For: David Mann, Mann Builders Design Information Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 70 17 Fireplaces 0 Daily range - H Inside humidity (%) 30 30 Moisture difference (gr/Ib) 34 -5 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Area (ft2) Htg load (Btuh) Make Carrier Htg AVF (cfm) Clg AVF (cfm) Trade Carrier Performance Boost Sing... Trade 4316 159 Model 59SP2A040E17--12 S Unit Bath 4 46 Cond 24VNA925AO030 360 32 AHRI ref 0 S Unit Flex 537 Coil CNPVP2417ALA+59SP2A040E17--12 5468 295 265 AHRI ref 7153387 105 781 Efficiency 92.1 AFUE 39 Efficiency 11.5 EER, 17.5 SEER 229 Heating input 40000 Btuh Sensible cooling 18870 Btuh Heating output 29600 Btuh Latent cooling 3330 Btuh Temperature rise 41 OF Total cooling 22200 Btuh Actual air flow 800 cfm Actual air flow 800 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 Load sensible heat ratio 0.96 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) S Unit MBR 259 4269 4316 159 209 S Unit Bath 4 46 850 360 32 17 S Unit Flex 537 7930 5468 295 265 S Unit Lndry 105 781 801 29 39 S Unit Halls 229 0 0 0 0 S Unit Mstr Clst 132 747 265 28 13 S Unit BR 3 182 1868 848 69 41 S Unit BR 2 208 2562 2113 95 102 S Unit Bath 3 78 1196 695 44 34 C I Ini+ iVletr Rnfh 1r"! 1111? 1FG2A rIn on �vv-r VV V I Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft 2020 -Jan -0615:05:02 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ...0 W 32nd16200 W 32nd—Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N South Upper AH 1925 21536 16529 800 800 Other equip loads 0 0 Equip. @ 0.97 RSM 16033 Latent cooling 706 Tr WT01 C 1 Q7r, 71 F11F 197110 onn onn ivy vv VVV UVU Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ..�. Wr9~ Right -Suite® Universal 2019 19.0.12 RSU20087 ACCk ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N 2020 -Jan -06 15:05:02 Page 2 EENERGY Duct System Summary i INNOVATIONS South UpperAH Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders 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 0.31 in H2O 0.29 in H2O 0.213 / 0.077 in H2O 0.063 i n/ 100ft 800 cfm Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Cooling 0.60 in H2O 0.31 in H2O 0.29 in H2O 0.213 / 0.077 in H2O 0.063 in/100ft 800 cfm 458 ft 102 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 S Unit BR 2 c 2113 95 102 0.075 7.0 Ox 0 ShMt 20.3 265.0 st2 S Unit BR 3 h 1868 69 41 0.067 6.0 Ox 0 ShMt 18.3 300.0 st2 S Unit Bath 3 h 1196 44 34 0.073 5.0 Ox 0 ShMt 9.0 285.0 st2 S Unit Bath 4 h 850 32 17 0.070 5.0 Ox 0 ShMt 11.0 295.0 st2 S Unit Flex h 2643 98 88 0.066 7.0 Ox 0 ShMt 25.0 300.0 st3 S Unit Flex -A h 2643 98 88 0.065 7.0 Ox 0 ShMt 19.3 310.0 st2 S Unit Flex -B h 2643 98 88 0.072 7.0 Ox 0 ShMt 19.3 275.0 st2 S Unit Lndry c 801 29 39 0.063 5.0 Ox 0 ShMt 26.8 310.0 st3 S Unit MBR c 2158 79 104 0.087 7.0 Ox 0 ShMt 34.3 210.0 st3 S Unit MBR -A c 2158 79 104 0.068 7.0 Ox 0 ShMt 40.5 275.0 st3 S Unit Mstr Bath c 1664 50 81 0.069 6.0 Ox 0 ShMt 26.0 285.0 st3 S Unit Mstr Clst h 747 28 13 0.066 4.0 Ox 0 ShMt 29.5 295.0 1 st3 . -PkW r i g h tsOTT 2020 -Jan -06 15:05:02 t ,. _............. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 AC0, ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 437 371 0.065 562 11.0 8 x 14 ShtMetl st3 Peak AVF 363 429 0.063 552 11.0 8 x 14 ShtMetl . -PkW r i g h tsOTT 2020 -Jan -06 15:05:02 t ,. _............. Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 AC0, ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces N Return Branch Detail Table Return Trunk Detail Table Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb15 16x 9 326 282 121.3 0.063 598 10.0 Ox 0 ShMt rb16 12x 5 140 136 86.5 0.089 522 7.0 Ox 0 ShMt rt3 rb17 12x 4 98 80 100.0 0.077 368 7.0 Ox 0 ShMt rt3 rb14 12x 12 236 302 119.8 0.064 554 10.0 Ox 0 ShMt rt3 Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt3 Peak AVF 474 518 0.064 583 11.8 8 x 16 ShtMetl wrightsoft ,,,� , ... . . ............ Right-Sude® Universal 2019 19.0.12 RSU20087 ACCN _0 W 32nd\6200 W 32nd—Man J_South_2020"01-03.rup Calc = MJ8 Front Door faces: N 2020 -Jan -06 15:05:02 Page 2 Second Level Job #: 6200 W 32nd Avenue Performed by Max Nuttelman for: David Mann Energy Innovations Phone: 720.281.4554 www.eiboulder.com max@eiboulder.com Scale: 1 : 130 Page 3 Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:05:15 32nd Man J South 2020-01-0 n11 Third Level Job #: 6200 W 32nd Avenue Energy Innovations Performed by Max Nuttelman for: David Mann Phone: 720.281.4554 www.eiboulder.com max@eiboulder.com Scale: 1 : 130 Page 4 Right -Suite® Universal 2019 19.0.12 RSU20087 2020 -Jan -05 15:05:15 32nd Man J South 2020-01-C ENERGYJob: 6200 W 32nd Avenue Project Summary E16 INNOVATIONS January3, 2020 INNOVATIONS South LowerAH By: Max N telman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Notes: 6200 W 32nd Avenue (SOUTH UNIT) Design Information Weather: Denver Internationa, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 17 OF Daily range H Relative humidity 30 % Efficiency 92.1 AFUE Moisture difference -5 gr/Ib Heating Summary 40000 Sensible Cooling Equipment Load Sizing Structure 18582 Btuh Structure 11944 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) 800 (none) Actual air flow 800 Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Static pressure 0.60 in H2O Equipment load 18582 Btuh Use manufacturer's data n Load sensible heat ratio Rate/swing multiplier Equipment load 0.97 Infiltration sensible 11586 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Semi -tight) Structure -44 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating cooling (none) Area (ft2) 2871 1435 Equipment latent load 0 Btuh Volume (ft3) 13635 12918 Air changes/hour 0.17 0.08 Equipment Total Load (Sen+Lat) 11586 Btuh Equiv. AVF (cfm) 38 17 Req. total capacity at 0.85 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance Boost Sing... Trade CARRIER Model 59SP2A040E17--12 Cond 24ACA418CO0300 AHRI ref 0 Coil CNPVU2417ALA+59SP2A040E17--12 AHRI ref 9171704 Efficiency 92.1 AFUE Efficiency 12.5 EER, 15 SEER Heating input 40000 Btuh Sensible cooling 14535 Btuh Heating output 29600 Btuh Latent cooling 2565 Btuh Temperature rise 41 OF Total cooling 17100 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ...0 W 32ndv6200 W 32nd—Man 15:04:08 - wri htsoft' Right -Suite® Universal 2019 19.0.12 RSU20087 A( --C4\ 1 1 J_South_2020-01-03.rup Calc = MJS Front Door faces: N E• ENERGY AED Assessment Job: 6200 W 32nd Avenue I INNOVATIONS Date: January 3, 2020 South LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project For: David Mann, Mann Builders Hourly Glazing Load Hour o5 Day ♦ H.my P nrx� r nFo �,n Maximum hourly glazing load exceeds average by 68.1%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2305 Btuh (PFG-1.3*AFG) Bold/italic values have been manually overridden ..v wrightSQft Right -Suite® Universal 2019 19.0.12 RSU20087 A --CK —0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: 2020 -Jan -06 15:04:08 Page 1 Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity (%) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test forAdequate Exposure Hourly Glazing Load Hour o5 Day ♦ H.my P nrx� r nFo �,n Maximum hourly glazing load exceeds average by 68.1%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2305 Btuh (PFG-1.3*AFG) Bold/italic values have been manually overridden ..v wrightSQft Right -Suite® Universal 2019 19.0.12 RSU20087 A --CK —0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: 2020 -Jan -06 15:04:08 Page 1 EENERGY Building Analysis Job: 6200 W 32nd Avenue i INNOVATIONS Date: January 3, 2020 South LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Component Indoor: Heating Cooling Walls Indoor temperature (°F) 70 75 Glazing Design TD (°F) 70 17 Doors Relative humidity (%) 30 30 Cooling Moisture difference (gr/Ib) 34.5 -4.6 92 Infiltration: 2693 14.5 28 ( H ) Method Simplified 12.8 60 Construction quality Tight 0 7.5 Fireplaces 1 (Semi -tight) 0 Heating Component Btuh/ft2 Btuh % of load Walls 4.0 5881 31.6 Glazing 22.2 6917 37.2 Doors 20.2 423 2.3 Ceilings 1.4 289 1.6 Floors 1.9 2693 14.5 Infiltration 2.2 2378 12.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 18582 1 100.0 Component Btuh/ft2 Btuh % of load Walls 0.7 965 8.1 Glazing 23.7 7364 61.7 Doors 7.2 151 1.3 Ceilings 1.0 201 1.7 Floors 0 0 0 Infiltration 0.2 264 2.2 Ducts 0 0 Ventilation 0 0 Internal gains 3000 25.1 Blower 0 0 Adjustments 0 Total 1 1 119441 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.068 Btuh/ft2-°F Data entries checked. Glazing Bold/italic values have been manually overridden Glazing Gains Other 41- wrightsoft2020-Jan-0615:04:08 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ACCA ...0 W 32nd16200 W 32nd—Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY Component Constructions Job: 6200 W 32nd Avenue 13 INNOVATIONS Date: January 3, 2020 South LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Construction descriptions Design Conditions Ll -value Insul R Location: Loss Cig HTM Indoor: Heating Cooling Denver International, CO, US Btuh/(t? °F Indoor temperature (°F) 70 75 Elevation: 5430 ft Btu Design TD (T) 70 17 Latitude: 40°N Relative humidity (%) 30 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.5 -4.6 Dry bulb (°F) 1 92 Infiltration: 0 0 Daily range (°F) - 28 ( H ) Method Simplified 15.0 Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi -tight) 3.92 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/(t? °F W-°FBtuh BtuhtfF Btuh Btuh/ft2 Btu Walls 15B-15s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 n 74 0.056 15.0 3.92 288 0 0 ins, 8" thk a 114 0.056 15.0 3.92 446 0 0 s 203 0.056 15.0 3.92 796 0 0 w 114 0.056 15.0 3.92 446 0 0 all 504 0.056 15.0 3.92 1977 0 0 R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum n 189 0.058 20.0 4.05 766 1.15 218 board int fnsh, 2"x6" wood frm a 120 0.058 20.0 4.05 487 1.15 138 s 260 0.058 20.0 4.05 1053 1.15 299 w 144 0.058 20.0 4.05 581 1.15 165 all 713 0.058 20.0 4.05 2887 1.15 820 Partitions R20 BC: Frm wall, wood ext, 1/2" wood shth, r-20 cav ins, 1/2" gypsum 251 0.058 20.0 4.05 1018 0.57 144 board int fnsh, 2"x6" wood frm Windows U32 SHGC30: Typ double pane; 6.67 ft head ht s 52 0.320 0 22.2 1156 17.7 921 U32 SHGC30: Typ double pane; 7.2 ft overhang (6 ft window ht, 0 it e 30 0.320 0 22.2 667 11.9 356 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 7.2 ft overhang (8 ft window ht, 0 ft e 8 0.320 0 22.2 178 17.3 139 sep.); 6.67 ft head ht a 24 0.320 0 22.2 534 17.3 416 all 32 0.320 0 22.2 712 17.3 555 U32 SHGC30: Typ double pane; 18 ft overhang (8 ft window ht, 0 ft s 48 0.320 0 22.2 1068 11.2 540 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 1.3 ft overhang (6 ft window ht, 1.6 ft w 45 0.320 0 22.2 1001 33.8 1519 sep.); 6.67 ft head ht U32 SHGC30: Typ double pane; 12 ft overhang (8 ft window ht, 0 ft w 104 0.320 0 22.2 2313 11.2 1169 sep.); 6.67 It head ht Doors 11 P0: Door, mtl pur core type n 21 0.290 10.5 20.2 423 7.18 151 Bold/italic values have been manually overridden w r ightsoft ` 2020 -Jan -06 15:04:08 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 SCA ...0 W 32nd\6200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N Ceilings R49 attic,: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" 202 0.021 gypsum board int fnsh Floors 21A -20t: Bg floor, heavy dry or light damp soil, 3' depth 1435 0.027 Bold/italic values have been manually overridden 49.0 1.44 289 1.00 201 0 1.88 2693 0 0 wri,u, 2020 -Jan -O6 15:04:08 ,... I'll Right -Suite® Universal 2019 19.0.12 RSU20087 ..,,,� ........ .. .. . Page 2 SCA . 0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N EENERGY i INNOVATIONS Right -J80 Form A South LowerAH Energy Innovations Phone: 720.281.4554 Email max@eiboulder.com Web: www.eibouldercom Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman 1 Name of Room South Lower AH S Unit Dining 2 Running Feet of Exposed Wall 257.8 ft 40.5 ft 3 Ceiling Ht (Ft) and Gross WallArea (SgFt) 6.3 ft 4448.7 ft2 9.0 ft 513.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 2870.6 ft2 13.8 x 14.8 ft 202.8 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 2870.6 ft2 0 202.8 ft' Type of Const., Panel HTMArea or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 74 288 0 0 0 0 Wall R20 BC n 4.05 1.15 189 766 218 108 437 124 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 114 446 0 0 0 0 all R20 BC e 4.05 1.15 182 487 138 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0,00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 11.87 30 667 356 0 0 0 laz U32 SHGC30 e 22.24 17.34 8 178 139 0 0 0 laz U32 SHGC30 e 22.24 17.34 24 534 416 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 203 796 0 0 0 0 all R20 BC s 4.05 1.15 360 1053 299 124 307 87 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 52 1156 921 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 11.24 48 1068 540 48 1068 540 Wall 15B-15s3c-4 w 3.92 0.00 114 446 0 0 0 0 all R20 BC w 4.05 1.15 293 581 165 133 355 101 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 2378 791 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 264 0.33 94 0.08 Latent Load (Btuh) -44 1ntemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 3000 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 18582 11944 -44 4249 3298 15 Duct Loads EHLF & ESGF0 0 0 0 0 0 ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 Winter Humidification Load Gal/Day 0 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 2305 632 21 Total Load Sum lines 13 through 19 18582 11944 1 0 4249 F 3298 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsalrt 2020 -Jan -06 15:04 08 Right -Suite® Universal 2019 19.0.12 RSU20087 1" ..0 W 32nd\6200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N Page 1 EENERGY RI ht -.18@ Form J1 Job: 6200 W 32nd Avenue � INNOVATIONS g Date: January 3, 2020 South LowerAH By: Max Nuttelman Energy Innovations Phone. 720 281.4554 Email: max@eiboulder.com Web: www.eftddercom 1 Name of Room S Unit Kitchen S Unit Living 2 Running Feet of Exposed Wall 0 ft 37.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9A ft 621.0 ft2 9.0 ft 1084.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 19.8 x 14.8 ft 291.3 ft2 1.0 x 527.1 It 527.1 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 291.3 ft2 0 527.1 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number FacesLength Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 11.87 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 17.34 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 17.34 0 0 0 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 178 509 145 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 n 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 52 1156 921 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c-4 W 3.92 0.00 0 0 0 0 0 0 all R20 BC w 4.05 1.15 0 0 0 160 226 64 laz U32 SHGC30 W 0.00 0.00 0 0 0 0 0 0 laz U32SHGC30 W 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 0 733 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0 0 0.31 87 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 b Scenario number 1200 0 900 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 0 1182 5028 5026 15 Duct Loads EHLF & ESGF0 0 0 0 0 0 ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -18 1727 21 Total Load Sum lines 13 through 19 0 1182 5028 5026 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed f wri,ghtsotft 2020 -Jan -06 15:04 08 Right-SuiteO Universal 2019 19.0 12 RSU20087 Page 2 0 W 32nd\6200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces N CC ENERGY Gi INNOVATIONS Right -A@ Form A South LowerAH Energy Innovations Phone- 720.281.4554 Email: max@eiboulder com Web www eibouldercom Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman 1 Name of Room S Unit Foyer S Unit Office 2 Running Feet of Exposed Wall 6.0 ft 23.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 499.5 ft2 9.0 ft 450.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 134.6 ft 134.6 ft' 10.8 x 14.3 ft 153.2 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 134.6 ft2 0 153.2 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg, Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 81 328 93 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 L-Glaz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 54 89 25 128 398 113 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 11.87 0 0 0 30 667 356 laz U32 SHGC30 e 22.24 17.34 8 178 139 0 0 0 laz U32 SHGC30 e 22.24 17.34 24 534 416 0 0 0 Wall 15B-15s3c-4 s 3.92 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 0 0 0 0 0 0 all R20 BC w 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.17 117 454 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.05 14 0.19 54 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 900 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1538 672 1847 1 1494 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -10 -22 21 Total Load Sum lines 13 through 19 1538 672 1847 1494 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -A- - 2020 -Jan -06 15 04:08 Right -Suite® Universal 2019 19.0. 12 RSU20087 Page 3 0 W 32nd\6200 W 32nd -Man J_South_2020-01-03-rup Calc = MJ8 Front Door faces N EENERGY Right -J80 Form J1 Job: 6200 W 32nd Avenue � INNOVATIONS g Date: January 3, 2020 South LowerAH By: Max Nutteiman Energy Innovations Phone: 720-281.4554 Email: max@eiboulder.com Web www eibouldercom 1 Name of Room S Unit Bath 1 S Unit Mud 2 Running Feet of Exposed Wall 0 ft 6.5 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 274.5 ft2 9.0 ft 289.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 5.8 x 9.5 ft 54.6 ft2 7.0 x 10.3 ft 71.8 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 54.6 ft2 0 71.8 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c-4 n 3.92 0.00 0 0 0 0 0 0 Wall R20 BC n 4.05 1.15 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 0 0 0 Wall 15B-15s3c-4 e 3.92 0.00 0 0 0 0 0 0 all R20 BC e 4.05 1.15 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 e 22.24 11.87 0 0 0 0 0 0 U32 SHGC30 e 22.24 17.34 0 0 0 0 0 0 Iaz -:az U32 SHGC30 e 22.24 17.34 0 0 0 0 0 0 Wall 156-15s3c-4 s 3.92 0.00 0 0 0 0 0 0 all R20 BC s 4.05 1.15 0 0 0 59 237 67 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 s 0.00 0.00 0 0 0 0 0 0 laz U32 SHGC30 s 22.24 11.24 0 0 0 0 0 0 Wall 15B-15s3c4 w 3.92 0.00 0 0 0 0 0 0 all R20 BC w 4.05 1.15 0 0 0 0 0 0 laz U32SHGC30 w 0.00 0.00 0 0 0 0 0 0 Iaz U32 SHGC30 w 0.00 0.00 0 0 0 0 0 0 infiltration Heating Load (Btuh) 0.17 0 127 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0 0 0.05 15 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 0 0 1094 273 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 0 4 21 1 Total Load Sum lines 13 through 19 0 0 1094 273 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -r-I 2020 -Jan -061504:08 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 4 0 W 32nd\6200 W 32nd -Man J South_2020-01-SouthCalc = MJ8 Front Door faces: N C ENERGY RI ht -J8® Form J1 Job: 6200 W 32nd Avenue L� INNOVATIONS g Date: January 3, 2020 South LowerAH Energy Innovations By: Max Nuttelman Phone- 720.281.4554 Email. max@eiboulder.com Web. www eiboulder.com 1 Name of Room S Unit Crawl 2 Running Feet of Exposed Wall 144.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 3.5 ft 633.5 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 1435.3 ft 1435.3 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 1435.3 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 15B-15s3c4 n 3.92 0.00 74 288 0 Wall R20 BC n 4.05 1.15 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 11 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 laz U32 SHGC30 n 0.00 0.00 0 0 0 Wall 15B-15s3c4 e 3.92 0.00 114 446 0 all R20 BC e 4.05 1.15 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 0.00 0.00 0 0 0 laz U32 SHGC30 e 22.24 11.87 0 0 0 laz U32 SHGC30 e 22.24 17.34 0 0 0 laz U32 SHGC30 e 22.24 17.34 0 0 0 Wall 15B-15s3c4 s 3.92 0.00 203 796 0 all R20 BC s 4.05 1.15 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 22.24 17.71 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 0.00 0.00 0 0 0 laz U32 SHGC30 s 22.24 11.24 0 0 0 Wall 15B-15s3c-4 w 3.92 0.00 114 446 0 R20 BC w 4.05 1.15 0 0 0 laz �laz U32 SHGC30 w 0.00 0.00 0 0 0 U32 SHGC30 w 0.00 0.00 0 0 0 Infiltration Heating Load (Btuh) 0.17 156 E ffect WAR Sensible Load (Btuh) 0 12 ACH 0.07 0.08 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 4826 0 Duct EHLF & ESGF 0 0 0 0 15 Loads ELG 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 0 21 Total Load Sum lines 13 through 19 4826 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed �,r-la ! � t Right -Suited Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15'04:08 Pae AC5 ...0 W 32n`^d16200 W 32nd -Man J_South_202G-01-03.rup Calc = MJ8 Front Door faces N e 5 EENERGY Load Short Form Job: 6200 W 32nd Avenue ll INNOVATIONS Date: January 3, 2020 South LowerAH By: Max Nuttelman Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project Information For: David Mann, Mann Builders Design Information Htg Clg Infiltration Outside db (°F) 1 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 70 17 Fireplaces 1 (Semi -tight) Daily range - H Inside humidity (%) 30 30 Moisture difference (gr/Ib) 34 -5 HEATING EQUIPMENT Make Carrier Trade Carrier Performance Boost Sing... Model 59S P2A040E 17--12 AHRI ref 0 Efficiency 92.1 AFUE Htg load (Btuh) Heating input 40000 Btuh Heating output 29600 Btuh Temperature rise 41 OF Actual air flow 800 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.60 in H2O Space thermostat 17100 Btuh COOLING EQUIPMENT Make Carrier Area (ft2) Htg load (Btuh) Trade CARRIER Htg AVF (cfm) Clg AVF (cfm) Cond 24ACA418CO0300 203 4249 Coil CNPVU2417ALA+59SP2A040E17--12 AHRI ref 9171704 221 S Unit Kitchen Efficiency 12.5 EER, 15 SEER 0 Sensible cooling 14535 Btuh Latent cooling 2565 Btuh Total cooling 17100 Btuh Actual air flow 800 cfm Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 1.00 100 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) S Unit Dining 203 4249 3298 183 221 S Unit Kitchen 291 0 1182 0 79 S Unit Living 527 5028 5026 216 337 S Unit Foyer 135 1538 672 66 45 S Unit Office 153 1847 1494 80 100 S Unit Bath 1 55 0 0 0 0 S Unit Mud 72 1094 273 47 18 S l Init ('ravel 1dQr, APOR n ')no n Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2020 -Jan -0615:04:12 Right-Suite(g) Universal 2019 19.0.12 RSU20087 Page 1 ACCK ...0 W 32nd\6200 W 32nd_Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N South Lower AH 2871 18582 11944 800 800 Other equip loads 0 0 Equip. @ 0.97 RSM 11586 Latent cooling 0 T(1TAIC 7871 1RGA7 11ROP onn onn I ivvv uvv ovv Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' .......... . .: Right -Suite® Universal 2019 19.0.12 RSU20087 ACCT, __OW 32nd\6200 W 32nd—Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces - 2020 -Jan -06 15:04:12 Page 2 E ENERGY Duct System Summary i INNOVATIONS South LowerAH Energy Innovations Phone: 720.281.4554 Email: max@eiboulder.com Web: www.eiboulder.com Project For: David Mann, Mann Builders 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 0.34 in H2O 0.26 in H2O 0.142 / 0.118 in H2O 0.062 in/ 100ft 800 cfm 417 ft Job: 6200 W 32nd Avenue Date: January 3, 2020 By: Max Nuttelman Cooling 0.60 in H2O 0.34 in H2O 0.26 in H2O 0.142/0.118 in H2O 0.062 i n/ 1 00f 800 cfm Supply Branch Detail Table 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 S Unit Dining h 2124 124 110 0.062 7.0 Ox 0 ShMt 38.0 190.0 st1 S Unit Dining -A h 2124 124 110 0.064 7.0 Ox 0 ShMt 43.0 180.0 st1 S Unit Foyer h 1538 89 45 0.071 6.0 Ox 0 ShMt 34.5 165.0 SO S Unit Kitchen C 1182 0 79 0.068 6.0 Ox 0 ShMt 19.3 190.0 st1 S Unit Living c 1675 97 112 0.067 7.0 Ox 0 ShMt 46.8 165.0 st1 S Unit Living -A C 1675 97 112 0.070 7.0 Ox 0 ShMt 32.8 170.0 st1 SUnit Living -e c 1675 97 112 0.085 7.0 Oxo ShMt 32.5 135.0 st1 S Unit Mud h 1094 64 18 0.076 6.0 Ox 0 ShMt 31.3 155.0 st1 S Unit Office h 1847 107 100 0.066 7.0 Ox 0 ShMt 27.0 190.0 st1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st1 Peak AVF 800 800 0.062 640 13.9 10 x 18 ShtMetl -*- wrighttsoft" 2020 -Jan -0615:04:12 Right -Suite® Universal 2019 19.0.12 RSU20087 Page 1 ACCK ...0 W 32nd16200 W 32nd -Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N F Return Branch Detail Table 7 Return Trunk Detail Table Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 14x 7 197 145 147.5 0.080 564 8.0 Ox 0 ShMt rt1 rb13 14x6 97 191 151.8 0.078 548 8.0 Ox 0 ShMt rt1 rb4 14x 7 221 223 168.8 0.070 638 8.0 0x 0 ShMt rt1 rb2 14x4 124 110 188.8 0.062 462 7.0 Ox 0 ShMt rt1 rb3 14x 5 161 130 170.8 0.069 462 8.0 Ox 0 ShMt rt1 Return Trunk Detail Table Name Trunk Type Htg (cfm) Cig (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 800 800 0.062 640 13.9 10 x 18 ShtMetl Bold/italic values have been manually overridden wrightsoft" 2020 -Jan -0615:04:12 I-- Right -Suite® Universal 2019 19.0.12 RSU20087 Page 2 ACCp+ ...0 W 32nd\6200 W 32nd—Man J_South_2020-01-03.rup Calc = MJ8 Front Door faces: N amm Crawl Space Job #: 6200 W 32nd Avenue Energy Innovations Performed by Max Nuttelman for: David Mann Phone: 720.281.4554 www.eiboulder.com max@eiboulder.com Scale: 1 : 130 Page 1 Right -Suite@ Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:04:23 32nd—Man J_South_2020-01-0 Job #: 6200 W 32nd Avenue Energy Innovations Performed by Max Nuttelman for: David Mann Phone: 720.281.4554 www.eiboulder.com max@eiboulder.com Scale: 1 : 130 Page 2 Right-SuiteO Universal 2019 19.0.12 RSU20087 2020 -Jan -06 15:04:23 32nd Man J South 2020-01-0