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HomeMy WebLinkAbout6200 W. 32nd AvenueLEGAL DESCRIPTION (PROVIDED BY THE CLIENT) DEED RECORDED ON 1/8/2015 AT REC. NO. 2015004201 LOT 1, MIRKOVICH MINOR SUBDIVISION, BEING A RESUBDIVISION OF LOT 5 AND THE NORTH 25.77 FEET OF LOT 4, JALAMAR SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. FOUND #4 REBAR (TYP.) 90'0'26 F_ 5440.6'- -123.1'- 5440' 6' 440.6'- -123.1'- 5440.6' 1 FL I z w w w F ro WEST 32ND AVENUE (R.O.W. VARIES) TR N89°42' 10' UTILITY EASEMENT (P) s44D.s' 6200 W. 32ND ST 24.0 p 25.8' LOT 1 5440.5'— N 10 5440.5' 17.0' !I CONCRETE FORMS ONLY '° (UNDER CONSTRUCTION) �C f 11.8' 5437.6'5437.6' 1 a 5437.6' n < 5437.6' a 40.0' 5437.6' n 3193 JAY ST 24.0 26.01 FOUND 2FT. WC 5437.6' o S89'42'40"W 127.19' LOT 2 MIRKOVICH MINOR SUBDIVISION Flatirons Inc. Land Surveying Services 3825 IRIS AVE, Ste 395 BOULDER, CO 80301 PH. (303) 443-7001 FAX (303) 443-9830 www.Flawwvinacom 50.1 V(P) S� o 50.10'(P) O SCALE 1 "=30' Notes: 1—THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE OWNERSHIP, RIGHTS OF WAY, EASEMENTS OR ENCUMBRANCES NOT SHOWN BY THE PLAT THAT MAY AFFECT THIS TRACT OF LAND. THERE MAY BE EASEMENTS OR RIGHTS OF WAY OF THE PUBLIC RECORD THAT MAY AFFECT THIS TRACT OF LAND THAT ARE NOT SHOWN ON THIS CERTIFICATE. 2—AN IMPROVEMENT SURVEY PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATION OF THE IMPROVEMENTS SHOWN HEREON. 3—THE ELEVATIONS SHOWN HEREON REPRESENT AS—BUILT MEASUREMENTS OBTAINED ON JULY 30, 2020 ND ARE BASED ON NGS POINT F 412 WITH A PUBLISHED ELEVATION OF 5562.74. SURVEYOR MAKES NO REPRESENTATION TO ELEVATIONS ON ANY OTHER DATE. INSTALLATION OF ADDITIONAL IMPROV IJJ L J074 INCLUDING LANDSCAPING, WILL CHANGE THE RESULTS REFLECTED HEREON. ••U 4—SPOT SHOT ELEVATIONS ARE SHOWN AT THE CLIENTS REQUEST. SPOT ELEVATIONS ARE TO TOP OF PROPOSED CONCRETE AS SHOWN HEREON. 10. z Jahn B. cuylon, Colorado LS. x19106 �DHAL LAN IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this improvement location certificate was prepared for MANN BUILDERS, LLC., that it is not a Land Survey Plat or mp ment Survey Plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. This certificate is valid only for use by MANN BUILDERS, LLC. and describes the parcel's appearance on JULY 30, 2020. 1 further certify that the improvements on the above described parcel on this date, JULY 30, 2020, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. NOTICE: This Improvement Location Certificate is prepared for the sole purpose of use by the parties stated hereon. the use of this Improvement Location Certificate by any person or entity other than the person or entity certified to without the express permission of Flatirons. Inc. is prohibited. This certificate is only valid for 90 days from the signature date. It Is not a Land Survey Plat as defined by C.R.S 38-51-102(12) or an Improvement Survey Plat as defined by C.R.S 38-51-102(9). It does not establish property corners. A more precise relationship of the improvements to the boundary lines can be determined by a Land Survey or Improvement Survey. The improvements are generally situated as shown and only apparent (visible at the time of fieldwork) improvements and encroachments are noted. Flatirons, Inc. and John B. Guyton will not be liable for more than the cost of this Improvement Location Certificate, and then only to the parties specifically shown hereon. Acceptance and/or use of this Improvement Location Certificate for any purpose constitutes acknowledgment and agreement to all terms stated hereon. Flatirons No. 20-75129 Title Co. No. Borrower: Drawn By.W. BECKETT COPYRIGHT 2020 FLATIRONS, INC. ;303) 443-7001 FLATIRONS, INC. Boulder, Colorado o 1 J w 4 iD a F F: N .....r' z W F4 LJ N a E- > '+ w r C4 3 W Q 5 �. b O O O 1 S� o 50.10'(P) O SCALE 1 "=30' Notes: 1—THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE OWNERSHIP, RIGHTS OF WAY, EASEMENTS OR ENCUMBRANCES NOT SHOWN BY THE PLAT THAT MAY AFFECT THIS TRACT OF LAND. THERE MAY BE EASEMENTS OR RIGHTS OF WAY OF THE PUBLIC RECORD THAT MAY AFFECT THIS TRACT OF LAND THAT ARE NOT SHOWN ON THIS CERTIFICATE. 2—AN IMPROVEMENT SURVEY PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATION OF THE IMPROVEMENTS SHOWN HEREON. 3—THE ELEVATIONS SHOWN HEREON REPRESENT AS—BUILT MEASUREMENTS OBTAINED ON JULY 30, 2020 ND ARE BASED ON NGS POINT F 412 WITH A PUBLISHED ELEVATION OF 5562.74. SURVEYOR MAKES NO REPRESENTATION TO ELEVATIONS ON ANY OTHER DATE. INSTALLATION OF ADDITIONAL IMPROV IJJ L J074 INCLUDING LANDSCAPING, WILL CHANGE THE RESULTS REFLECTED HEREON. ••U 4—SPOT SHOT ELEVATIONS ARE SHOWN AT THE CLIENTS REQUEST. SPOT ELEVATIONS ARE TO TOP OF PROPOSED CONCRETE AS SHOWN HEREON. 10. z Jahn B. cuylon, Colorado LS. x19106 �DHAL LAN IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this improvement location certificate was prepared for MANN BUILDERS, LLC., that it is not a Land Survey Plat or mp ment Survey Plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. This certificate is valid only for use by MANN BUILDERS, LLC. and describes the parcel's appearance on JULY 30, 2020. 1 further certify that the improvements on the above described parcel on this date, JULY 30, 2020, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. NOTICE: This Improvement Location Certificate is prepared for the sole purpose of use by the parties stated hereon. the use of this Improvement Location Certificate by any person or entity other than the person or entity certified to without the express permission of Flatirons. Inc. is prohibited. This certificate is only valid for 90 days from the signature date. It Is not a Land Survey Plat as defined by C.R.S 38-51-102(12) or an Improvement Survey Plat as defined by C.R.S 38-51-102(9). It does not establish property corners. A more precise relationship of the improvements to the boundary lines can be determined by a Land Survey or Improvement Survey. The improvements are generally situated as shown and only apparent (visible at the time of fieldwork) improvements and encroachments are noted. Flatirons, Inc. and John B. Guyton will not be liable for more than the cost of this Improvement Location Certificate, and then only to the parties specifically shown hereon. Acceptance and/or use of this Improvement Location Certificate for any purpose constitutes acknowledgment and agreement to all terms stated hereon. Flatirons No. 20-75129 Title Co. No. Borrower: Drawn By.W. BECKETT COPYRIGHT 2020 FLATIRONS, INC. ;303) 443-7001 FLATIRONS, INC. Boulder, Colorado ®� s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i/f,lJf Job Address: � 2 067 L4., -t - Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: '?--"7-- 7 ' Inspector: DO NOT REMOVE THIS NOTICE EDA + FK1 Engineers PC 14814 E. 45"' Suite 241 Tulsa, Oklahoma 74146 p: 918.258.68941 f 918.515.4338 nary 4, 2021 Lull :r Associates E 491 St., Suite 200 OK 74105 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 lubhouse 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 specifications in all areas. ,777� F. Roush )al =Ki Engineers, PC e Duct Routing at Wheat Ridge F. 40061 oNAL February 4, 2021 1l1 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: IrR / )�/ '10 Job Address: Permit Number: 4: M J No one available for inspection: Time AM/PM Re -inspection required: Yes No.r When corrections are complete, schedule re -inspection online. Date: - Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / Job Address: 7 f-�7 fi"el z z,_ irk Permit Number: �t57 Z 0 7- P3 ❑ 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 L r 0 0 0 z g (3) C- 0 w�OSp0 03r007� �m ?w ODS " Q N (D w m n(0m C7� o c) (D D O Q (D CDCD -u 0. O O O 'O n O O O_ O O co O -� i. 0) O O v �O (D w (o cn (C) (D j N w O Oo O r 77 00 O O (J1p 0 P • p� 79. Q 0 0 0 0 0 W O O O O Q co C W W ca W N J C Q ? C C o m O 1 C 0 c N) v �O (D w (o cn 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: rr,2! 00 L4/ 30 vie__ Permit Number: C9 2! 0 OC) J 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 L_. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: fig 4 Job Address: L%_ ' Permit Number:,-�, , ❑ No one available for inspection: Time )0 M/PM Re -Inspection required. Yes' No When corrections are complete, schedule re -inspection online. �- Inspe Date: DO NOT RE VE THIS NOTICE II CITY OF WHEAT RIDGE , Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE . m/ -0 Inspection Type: /C -D -~ Job Address: , Permit Number: r ❑ No one available for inspection- Timet AM/PM Re -Inspection required: Yes o L� When corrections are complete, scWule re -inspection online. I Date: Ins i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:,'? Job Address: Permit Number: f ❑ No one available for inspection; Time AM/JAM Re -inspection required: Yeo r ter' When corrections have been made,` call for re -inspection at 303-234-5933 Date: ! — Inspector:_ r -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - 1 f Job Address: Permit Number: >� ❑ No one available for inspection: Time Re -Inspection requirerYe4 No *M http AM/PM i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3 -- Job Address: Permit Number: ❑ No one available for inspection: Time L AM/PM Re -Inspection require�e No When corrections have been made, schedule for re-inspe ...online at: http://www.ci.wheatridge.co.uslinspectin' Dat Inspeco �"=-:'" -------� 1* � � i City of Wheat Ridge Duplex - New PERMIT - 202000242 PERMIT NO: 202000242 ISSUED: 06/09/2020 JOB ADDRESS: 6200 W 32nd Ave EXPIRES: 06/09/2021 JOB DESCRIPTION: New 1/2 duplex with attached 2 car garage - 3,230 sq ft total *** CONTACTS *** OWNER (434)989-6705 FREEDMAN CHAD 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 SUB (303)659-3143 ALEJANDRO GUERRERO 021696 RAYO ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 400,000.00 FEES Total Valuation 0.00 Plan Review Fee 11993.58 Use Tax 81400.00 Permit Fee 31067.05 Engin. Review Fee 150.00 ** TOTAL ** 13,610.63 *** 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/ACSM 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 plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet ( 2 5 ' ) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback ON EACH STREET FRONTAGE (32nd Ave and Jay Street). In addition, less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) o£ the Front yard shall be landscaped. All landscaping shall be nformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be nstalled r ordance with the approved landscape plan prior to C.O., landscape agreement with Financial guarantee rn the amount o£ 125% o£ the cost o£ the rnstallation shall be required. Public Improvements required on Jay Street and must be rnstalled prior to CO ParKland fees for one unit due at time of permit rssuance. Residents may not move rn prior to CO. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltw�olrktotbemis�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o••`lnsaocumenta=pda.i,esw aswo�sc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicat'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb ce de orr anh� d naana o tre elation of [hist' add' ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any /qpp sa je co y or g duns pprov lec pec ion. Signature of Chief Building Official Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. 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: 6200 W 32nd Ave. 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 Digitally signed byAlyandro Alejandro Guerrero Date,r20020.1214133034-0700 12/14/2020 Signature of Authorized Agent Date 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,llwww.ci.wheatridge.co. us/inspection Date: //-(,. Inspector: DO NOT REMOVE THIS NOTICE f ®®I ® CITY OF WHEAT RIDGE / Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 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: http://www. ci. wheatridge. co. us/inspection Date: /_' -7- Inspector: DO NOT REMOVE THIS NOTICE C 01Z ` c- Permit #202000242 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: 6200 W. 32nd Ave. Wheat Ridge, CO 80033 Permit Number: 202000242 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, CENSPACE, LLC Prepared by: Brandon Fleming, E.I.T. Reviewed and Approved by: Kyle Swartz, P.E. Page 1 of 1 2 L 3£[ J) ƒ \ D CrW7 \ {( . {k \ \ \ § k * ƒt E ( ;/ { 7 _ ~ CD + {(\ k / \ 0 �- F � ~ \ . \ } ƒ � \ � / 2 2 / \ k0k 3£[ § » $ CrW7 ; A) . \ i \ § k * ?w ~ CD \ \ k e City of Wheatljdge COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: 6200 w 32nd ave 10/12/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 296 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: •%-31-ZoZD PERMIT# ADDRESS: to ZQQ u 211%✓, �`t✓ LOT /, BLOCK � , A11490 V I C- IMA04UBDIVISION 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: ?-& • L REAR: /0 , 9 SIDE: ZG • D SIDE: Z 3 If in the floodplain, the MINIMUM ELEVATION is determined to be: �(NAVD88). The above measurements have been determined on the following location: (Check only one): �op of proposed foundation prior to placement of concrete The setback Signed Print Top of foundation subsequent to placement of concrete 7#41 AL LA%O www.ci.wheatridge.co.us on the attached exhibit. Date 'I —3 1 — 2-0 Rev 11/18 EXHIBIT LEGAL DESCRIPTON $Inc (PRONGED BY THE CUENn E�FIaal'W LA1£ DEED RECORDED ON 1/8/2015 AT REC. NO. M J95 6pMOA BMOI 2015004201 / PN. ((yp) yT_rypi FAX () Ma�'^J-9cAip LOT 1. MIRNONCH MINOR BUBDIMSON, BEING A R SDIWSION OF LOT 5 AND THE NORTH 2STl FEET OF LOT 4. JAIAMAR BUBDINSION, CANTY OF JEFFERSON. / \ MATE OF COLORADO. WEST 92ND AVENGE I Q (R.O.W. VARIES) 3 1 I 1..." 88'09 1 w wan 6200 W. 92ND ST �$ 1. sllon � 2� LOT 1 s.ws s b hq yam—, o T.W C CBETE FgiMS ONLY n 3C 3a r 5 f h _ LANDER CONSTRUCTON) m n p O0 �I ,» or y 3 Z sc re l b o a Tr „ o A. G, a i .0 ° 3193 JAY ST and / FLVI4 9T. W SISTA' g 1� 50.10'(P) 589'42'40"W 127.19' 0 LOT 2 MIRKOVICH MINOR SUBDIVISION I I STALE N.T.S. Nal. 1 -THIS CERTBCATE DOES NOT CONSTITUTE A TTIE SEARCH BY FIATRON% INC. TO DETERMINE OWNERSHIP. RIGHTS OF WAY, EASEMENTS OR ENCUMBRANCES NOT SHOWN BY THE PUT THAT MAY AFFECT THIS TRACT OF UNO. THERE MAY BE EASOMENTB OR WGHTS OF WAY OF THE PUBUC RECORD THAT MAY AFFECT THIS TRACT OF UND THAT ARE NOT SHOWN ON THIS CERTNCATE. 9 -AN MPROYFMENT WRV PUT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATION OF THE SPOT ¢ ATONS APE e. a. a.w��1•. er adq uw .aw n.�. wo.w A vai m e.a H nr°cn.s�ie-s-ice0 '� TM na�A..m:,n w e� 1 TM4m. BMW Sssn. Bmmm NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation comers. 2. Foundation comers 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. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'c 1 Job Address: Permit Number: <z�o ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N. When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. uslinspection ��1 Date: � -,,71 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Pv�"� Job Address:r Permit Number: ❑ No one available for inspection: Time f`' AM/PM r Re -Inspection required: Y No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usrnspection c�. �.d(d, Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: rr�� Job Address: yJ r, t) c Permit Number: , o o U u �LtZ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes C.) When corrections have been made, schedule for re -inspection- on, http✓/www. ci. wheatridge.co. uMnspection Date: " "'t . G !, Inspector: § DONOT P--- 6200 w 32nd ave 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '.CD N) e Job Address: 'Wob Io Permit Number:� )s,(3 0 b 0,--) �i i ❑ No one available for inspection: Time (4-1- AM/PM Re -Inspection required: ) No When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge. co. uslinspection Date: -7 - Inspector: DO NOT REMOVE THIS NOTICE 6200 w 32nd ave 202000242 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 C� 580 Burbank SCUnit 120 &o"dalCO 80020 Fax 09) 6559116e7r-w Phubne .1irm4pace com July 31, 2020 CO.7978.02 Mann Builders 7165 W. 32°d. Ave. Wheat Ridge, CO 80033 RE: Foundation Reinforcing Inspection Subject Location: 6200W.32 Rd Ave. Wheat Ridge, CO 80033 Permit Number: 202000242 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* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '--P i �-- w A� % Job Address: �_0Q10d k,, , P� t. Permit Number: C;) 0 D C7 0 ylaj} � 1 S '+ d`w,. 0� 1 4�✓c�� r� _ Q «aemai ❑ 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. usvinspection Date:. 3!'2o 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: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, http✓/www.ci. wheatridge.co. usrnsp, Date:�� AM/PM ,s ection online at: IOTICE z, 6200 w 32nd ave 202000242 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 C� 580 Burbank SCUnit 120 &o"dalCO 80020 Fax 09) 6559116e7r-w Phubne .1irm4pace com July 31, 2020 CO.7978.02 Mann Builders 7165 W. 32°d. Ave. Wheat Ridge, CO 80033 RE: Foundation Reinforcing Inspection Subject Location: 6200W.32 Rd Ave. Wheat Ridge, CO 80033 Permit Number: 202000242 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: 0),r Job Address: �, 0 � L C- -4iv . Permit Number: Owl I C ❑ No one available for inspection: Time i AM/PM Re -Inspection required: Yes' No When corrections have been made, schedule for re -inspection online at: http //www.ci.wheatridge.co.usrnspection Date: - lb c;�Wu Inspector: } DO NOT REMOVE THIS NOTICE PP , k : # City of Wheat Ridge Duplex - New PERMIT - 202000242 PERMIT NO: 202000242 ISSUED: 06/09/2020 JOB ADDRESS: 6200 W 32nd Ave EXPIRES: 06/09/2021 JOB DESCRIPTION: New 1/2 duplex with attached 2 car garage - 3,230 sq ft total *** CONTACTS *** OWNER (434)989-6705 FREEDMAN CHAD GC (83.2)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#: 0 / *** 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 ** TOTAL ** 13,610.63 *** 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 plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, TWO (2) trees shall be planted within the front setback ON EACH STREET FRONTAGE (32nd Ave and Jay Street). In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Al]. landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Public Improvements required on Jay Street and must be instal -led prior to CO. Parkland fees for one unit due at time of permit issuance. Residents 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 authorlized by the legal owner of the property and am authorizea to obtain thispermit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po ides and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and�procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code_% any ordinancef of regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief BuildingVficial Date REQUESTS MUST B8 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 W heat R dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 290' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: AMOQCDI�D Plan/Permit # VU •,(h � (�, Plan Review Fee: t Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: U Propertv Owner (please print):D�A �G� Property Owner Email; Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: t It Phone: `— Y131 Architect/Engineer E-mail:� '� tr ' //�� Phone: LJ!� " V0 1 �- Contractor Name: , City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Coments (please print): CONTACT NAME (please print): U[ CONTACT EMAIL(p/ease print): Ma hone: Lot Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authon ation form): Electrical: t�/�,^t-F>(, Plumbing: (�- F {moi /`t Mechanical: W.R. City License # W.R. City License # - i W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all highlighted fields, if applicable. RCOMMERCIAL 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. wd C,Gt Sq. FULF 2 YD BTUs � �J Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) $G( Signature (first and la t name): _ Printed Name: ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY '(OWNER) (CONTRACTOR) %TE: .. a OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Wheat, heat J 1ci jC MY OF WHExr Rw(,E BUILDING AND INSPECTION SF-RVICE$ 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 City of Wheat Ridge Residential Demolition PERMIT - 201901957 PERMIT NO: 201901957 ISSUED: 09/13/2019 JOB ADDRESS: 6200 W 32nd Ave EXPIRES: 09/12/2020 JOB DESCRIPTION: Demo all existing structures, house and 2 sheds - 914 sq ft total *** CONTACTS *** OWNER (812)219-9736 FREEDMAN CHAD & KRISTEN SUB (303)663-5615 JOEL/CHANNA SPECKMAN 080141 ALL IN ONE CONTRACTORS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest th t I am legally authorized to include all entities named within this document as partes to the work to be performed ar�hajz all work t per is disclosed in this document and/or its' aFcompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180. days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable codes,or,,any ordinanci 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 Wheat Kid(yc COMMUNITY DEvELOPMENT Building & Inspection Services 7500 W. 29m Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I Plan/Permit # O jqo �S) Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '_L2(1O Property Owner (please print): L h ad 4 K yy St 1 t-__(r-e1fd M Phone: ( q - 7720 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor Name: No d City of Wheat Ridge License #: 0Q Phone: Contractor E-mail Address:. For Plan Review Questions & Comments (please print): CONTACT NAME (please CONTACT EMAIL(p/ease Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. IY�C �� f G l Q �f .(Xk�f Si2(Gi�flQ�D f �-o 1.1 tuou t LC t e c in�>�'l t CS k A1-tchvAJ aLJ l�✓ �� 4�V1 �1'�LL61� �L(,11.(� +,,�,h� Sq. FULF (, 14 S P 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) $ OWNER/CONTMACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application. warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or Signature (first and last an e): LL Printed Name: Li 11 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 9/10/2019. The actual scheduled work dates are from 9/10/2019 through 10/10/2019. Approval issued on: 9/6/2019 Record number: 152303 Notice Number: 19JE5879D For the location specified below: Shed 2 6200 West 32nd Ave Wheat Ridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 48703 Asbestos Building Inspector: Derek D'Avignon Cerification No.: 10177 Inspection Date: 08/09/2019 Issued by: SK oF'coto H� Mfr • 1876 +R Colorado Dep went ' of Public Health and Environment DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ (See instruction #1 on reverse side) Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South --- - * Regulated asbestos -containing materials means (a) friable asbestos -containing material, (b) Category non na , Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vin and linoleum must be properly abated/removed prior to demolition. Foran: DNA08 Co N j�� vw&a Cam 1r1 Building Name: �iJ tr t: Square footage of footprintgf Pili or po of facility to be demolished /��, J i /y�'ry1 State: Code- Street: Od v Z W eSk O L CO (� 0 _ , �" —7 n # l 1.C' n `-t F �� 1 t Ci (� l/J�l� _1_Sf� - ountyj`�!�� �1 1eI _-Prop Zip Code: G� V __ 0 n �C Vel 4�c_�eii%7aih_e C 1 one ��._ Proposed'Start a , a �l D /0 lnpletio Date Method/ T1s -of em itjon: - Certified Asbestos Building Inspector has informed me O about any remaining asbestos -containing materials in the facility to be G E de hed. ® Wrecking ❑ Bumingt ❑ Implosion ❑ Moving ❑ Other, specify: aim PI;AName: tBurning requires additional authorization — Please call (303) 692-3100 and ask Landfill R vipg wilding De ris: .11�71t�'.TL to speak to the Coen Burning Permit Coordinator General Abatement Contractor (GA) L Owner ame: CDPHE Asbe�istos Permit # Total Quantf Asbestos Removed Stre t: L U) m 0 O am) H= Date Removal C rrtpleted Tele ne # tf te: StaCO Zip Code- O Q O V O 1 lY+ Type(s) of Asbestos -Containing Materia tVved: j/� Contact's Nam pn„ ay�,/� j " v Telephone # t� G m With my signature below, I certify that I possess current AH ERA accreditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed c in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of asbestos by a NVLAP-accredited laboratory. ant! have determined that no Regulated ACM exists anywhere in the CL = facility.* I also certify that I have InformF ��/operator of the facility or the demolition contractor that any u) o asbestos -containing material allow)-� ` ; in the facility must remain non -friable during demolition. Specify type(s) N of ACM remaining, below: (c!-< :;: °_ ,sropriate box(es)): N ❑Vinyl asbes':f: (i0°. r vile (VAT) [I VAT mastic ❑Tar/asphalt impregnated roofing El Asphaltic pipe coatings � vQ Spray- -a .1:ce+ ta, coatings ❑ Caulking ❑ Glazin ❑ Other, specify: d Sign- re: Printed Name: Derek D'Avignon V 41al o �#Expiration Date Telephone # i Cell Phone# 10/7/19 303 382-1175 1 303 949-2965 1 verify that all re igerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been p 15 (for information on CFC requirements call disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). G CHECK THE APPROPRIATE BOX: Date: 3 O G m ❑ Building Owner Contractor ❑ Other V Signature: Print Name: /40/ s/ THI ox Is FOR CDPHE UsEDNLY: or Hand Delivery Date: ,'/ ° ! Approved By: s� Code: 0 initial -310 transfer -380 ark FForm of Payment & #: r 11 Date Issued: I f ' bie ACM that has become friable (c) * Regulated asbestos -containing materials means (a) friable asbestos -containing material, (b) Category non na , Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vin and linoleum must be properly abated/removed prior to demolition. Foran: DNA08 Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 9/10/2019. The actual scheduled work dates are from 9/10/2019 through 10/10/2019. Approval issued on: 9/6/2019 Record number: 152302 Notice Number: 19JE5878D For the location specified below: SFRD 6200 West 32nd Ave Wheat Ridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 48703 Asbestos Building Inspector: Derek D'Avignon Cerification No.: 10177 Inspection Date: 08/09/2019 Issued by: SK pf COLO 1 27 x1i DEMOLITION NOTIFICATION APPLICATION FORM D APPLICATION FEE MUST ACCOMPANY THIS FORM Colorado Department of public Health INCOMPLETE APPLICATIONS WILL BE RETURNED and Environment (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ (See instruction #1 on reverse side) Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South - - s means a) Triabie ninu Cateaorven onf able ACM that will berorihas been(sub subjected to sandincomand n rrcUttindl or)abrad n ora Cate ory ll�nonfriable ACM that has a high 9, 9-5, —g, 9 () 9 9 probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation, = Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Form: DNA08 Company Name: 11 -e o +) M1x V( C'D • Building Name: .!, F n Stre t:qfk Square footage of footer t of ilitpr,pQrtion of facility to be demolished L 0 a I � - State: CO p Code: 0033._' Street: C6200 U) Telephone # Fax # �I03- ld'o �' City: Gun._ = Zip Code: %oma C 4 o =.2 0 P ' ct Manag Cell Phone # 1 Propos dStarr 1-1=' rop®�� C / pl do D to E 1 certify t&t the Certified Asbestos Building Inspector has informed me Method ears -of emo tion: O about any remaining asbestos -containing materials in the facility to be d E demolished. ElBurningt [I Implosion [I Moving [I Other, specify: r r / P t'v�e:Jq, & jj i 4s®Wrecking 0 Landfill ceivin Building ebris: Ir tBurning requires additional authorization - Please call (303) 692-3100 and ask f TGW__tPL to s eak to the Open Buminq Permit Coordinator General Abatement Contractor (GA) L Owner's Nam CDPHE Asbes o$ Permit # Total Quantity of Asbestos Removed Stre t: L p 5 r O W G �h Im ` Date Removal Completed Te hone # State: CO Z Code Q N E C 'd a C U m Type(s) of Asbestos -Containing Mari g I emoved: lioSZ!actName: Telephone # �$1Z 2Xc1_°1III � an>1 With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as c an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed U in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of 4)asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the OL facility." I also certify that I have informed the owner/operator of the facility or the demolition contractor that any E to o asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) HM of ACM remaining, below: (check appropriate box(es)): W 'con ❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic Z Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings 0 ❑ ra -a plied tar coatings ❑ Caulkin n Glazing ❑ Other, specify: d Signatur (I Blu Ink) Printed Name: w Derek D'Avignon m V ' Date of Fin Inspec CO Cert # l °i l 10177 Expiration Date 10/7/19 Telephone # Cell Phone # 303 382-1175 303 949-2965 1 verify that all refrig nts from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been 0 disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). L ny CHECK THE APPROPRIATE BOX: _ d E] Building Owner � Contractor ❑ Other Date: U d —/ 03 Co V Print Name: Signature: HIS BOX Is FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: e I Approved By: Code: P�wnitial-310 ❑ transfer -380 ?f" Form of Payment & #: C_11 Permit#: l Date Issued: _ _ _. -. _ _. __ _.___i i�n-a----, ...... i.... L.1•. ArIRA fL -f k— hen..mc fri�Klo /r\ s means a) Triabie ninu Cateaorven onf able ACM that will berorihas been(sub subjected to sandincomand n rrcUttindl or)abrad n ora Cate ory ll�nonfriable ACM that has a high 9, 9-5, —g, 9 () 9 9 probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation, = Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Form: DNA08 Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-131 Denver, Colorado 80246-1530 Phone: 303-692-3100—Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notes the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 9/10/2019. The actual scheduled work dates are from 9/10/2019 through 10/10/2019. Approval issued on: 9/6/2019 Record number: 152301 Notice Number: 19JE5877D For the location specified below: Shed 1 6200 West 32nd Ave Wheat Ridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 48703 Asbestos Building Inspector: Derek D'Avignon Cerification No.: 10177 Inspection Date: 08/09/2019 Issued by: SK DEMOLITION NOTIFICATION APPLICATION FORM 1876 ' APPLICATION FEE MUST ACCOMPANY THIS FORM of Pu hcHealh INCOMPLETE APPLICATIONS WILL BE RETURNED of Public Health mdEnvironment (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $� ' (See instruction #1 on reverse side) Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South --- ^ * Regulated asbestos -containing materials means (a) rriaoie asoesios-corndnuiiu ITfaLa a , k"/ ,a,�.,.,,, , �- ••• -- -. Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulationNote: Asbestos -co taining sheet vinyl and linoleum must be properly abated/removed prior to demolition. - Form: DNA08 pa Name: I Buildingtyame: . Stre —(/`fit Square footage of footprint off'lity or pgrtipo.nf facility to be demolished L ��{/� OD T, i State: CO Code". 22 OGV Street: 11 2� wc$i- ZZ�vJ r ++ L N eptlpna # ALcn Fax # „` City: un ��` ®> Zip Code: VRid C O = ect Maria Cell Phone ProDoso-STa�Iat� /�� 1 rcipd ed Co �lon a I= I certify t the ertified Asbestos Building Inspector has informed me Metho a s -of emblition: 6 about any remaining asbestos -containing materials in the facility to be 4) de o shed. ®Wrecking ❑Burning ❑Implosion El Moving [I Other, specify: nI / Print Name: � Landfill Re i in 'Idin ebris: tBurning requires additional authorization - Please call (303) 692-3100 and ask to s eak to the Open Buminq Permit Coordinator General Abatement Contractor (GAC�� L Owns Name: L p !d C O CDPHE Asbestos Permit # Total Quanti of Asbestos Removed �n Street: r� 0 M 4) Eox&_� 0) 0 I Date Removal CompletedState: �Q OO _O Type(s) of Asbestos -Containing Materjai (A Removed: tact's, Name- eV� Aw Telephone # $l V m With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed c in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of Q• asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the c facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any o asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) in NM of ACM remaining, below: (check appropriate box(es)): N ❑ Vinyl asbestos floor the (VAT) F-1 VAT mastic 7] Tar/asphalt impregnated roofing ❑Asphaltic pipe coatings L) Other, specify: N1 Spray- a lied tar coatings Caulking®GlazinrTelephone d Sign ure: (n Biue In Name: 0 Derek D'Avignon V Dat al Igspectio O Cert # �l (( 10177 Expiration Date 10/7/19 # ,Cell Phone # 303 382-1175 303 949-2965 I verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been p 15 (for information on CFC requirements disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303 692-3320). o L v CHECK THE APPROPRIATE BOX: d � O❑ Building Owner Contractor ❑ Other Date: �aC m V Signature: � p Print Name: _ �� n � / ,.q, ' � A THIS Box is FOR CDPHE USE -ONLY: Postmark or Hand Delivery Date: ��� 0. Approved By:��� Code:;, -initial -310 ❑ transfer -380 Form of Payment & #: : � .1 t` �I s /I'. ` _ Permit #:' 3E - �, Re 5O Date Issued: l r i�� n..a......... 1 ......f.i.•�.le ernn +k + tiro 1 a nma friahla tcl * Regulated asbestos -containing materials means (a) rriaoie asoesios-corndnuiiu ITfaLa a , k"/ ,a,�.,.,,, , �- ••• -- -. Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulationNote: Asbestos -co taining sheet vinyl and linoleum must be properly abated/removed prior to demolition. - Form: DNA08 i CITY OF WHEAT RIDGE 1- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _2 C 3 - se we r- n c! �k Job Address: 69 0 o W '3a d )q v e Permit Number: -OL o/ S o a) 9 N � u ❑ No one available for inspection: TimeM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: g -7 //'R Inspector: 'TD DO NOT REMOVE THIS NOTICE H h, A a City of Wheat Ridge { Residential Plumbing PERMIT - 201802194 PERMIT NO: 201802194 ISSUED: 08/06/2018 JOB ADDRESS: 6200 W 32nd Ave EXPIRES: 08/06/2019 JOB DESCRIPTION: 25 ft sewer line repair front yard. SDR 35 Pipe Fitting Strongback coupling squeegee. *** CONTACTS *** OWNER (720)505-7417 BOAL CHRISTOPHER R SUB (303)287-9009 Brad Wakeham 130022 Trench Right LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 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 theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with p this ermit. I further attes{ t t I am legally authorized to include all entities named within this document as parties to the work to be performed and th Iwo to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �^ — j Signature o O E or CONTRACTOR (Circle one) Date I. This r it was issued based on the information provided in the permit application and accompanying plans and specifications and is sub ct to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap 'a1. ble code or a y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Ijdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Lo ,(0 1 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Gam.- 3.? 11/t Property Owner (please print): �G?ti�t;�fJ�/�l Phone:7d?D3'65_7Y`Z Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name"' City of Wheat Ridge License #: Contractor E-mail Address: Phone: Phone: 3e,?,? �? ��©1 For Plan Review Questions & Com ents (please print): c� CONTACT NAME (please print): � Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W. R. City License # W.R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL ❑ RESIDENTIAL 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 Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ // OWNWCONTRACTOR 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: (OW (CONTRALTO _ AUTHORIZED REPRESENTATIVE) of (OWNER) (CONCTOR) Signature (first and last name): DATE: Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: `- INSPECTION RECORD 112- Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business y PERMIT: I� ADDRESS: ��� �lOB ODE: Foundation Inspections Date Inspector Initials Co en 102 Caissons / Piers 202 Sewer Underground Int. 103 Footing / P.E. Letter 203 Sewer Underground Ext. 104 Foundation Setback Cert. 205 Plumbing Underground Ext. 105 Stem Walls 206 Water Underground 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 301 Rough Framing 202 Sewer Underground Int. 302 Wall Sheathing 203 Sewer Underground Ext. 204 Plumbing Underground int. 205 Plumbing Underground Ext. 304 Sheer Inspection 206 Water Underground 305 Insulation Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco ` J 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMITaLJL ((.���� ADDRESS: �' ti ,�1 ��f-^SOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final RoofILL ' l /4f 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Property Address Permit Number Permit Issued Date Owner Information Property Owner Information Property Owner Address The City of Wheat Ridge Third Party Form Check List r - Lt) 5 ,� kr�C �` t '201�"011D�s Inspector Information Inspection Company Inspector Name Inspector Contact info. C/-- � s 56)- L cz-& l� l�l�oU Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's Inspector: vzlrLr-c Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat R' Bu"al Di 'sion inspection. qi�i Propery Owner/Agent: Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof ins action ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist N/A Pass ❑ Fail Flashing for roof and walls ❑Pass ❑Fail If new sheathing is installed verify that it is listed in the [3N/A ❑ Pass ❑ Faii permit description (Valuation must be adjusted) Verify sheathing nail pattern (See Policy $ Procedures) qN/A ❑ Pars ❑ Faii Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A ❑ Pass ❑ Fail Verify no flashings are damaged or rusted N/A aNIA Pass ❑ Pass ❑ Fail ❑ Fair Step flashing shall be min. of 4x4 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Undertayments must follow 2012 IRC 12012 IBC ❑ N/A [ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ N/A 0—pass P Pass ❑ Fail ❑ Fail Dripedge should extend down min 2" past roof deck Dripedge 2. ❑ shall be mechanicaly fastened 12" OC -N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, Patios, carports, open on three sides with min. slope of NIA N/A El Pass ❑ Pass ❑Fail 1:12 Modified Bitumen, EPDM, TPQ min slope 1/4:12 slope ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fair Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TP© min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof shinales Requirements N/A ❑ Pass E] Fail Metal roof shingles shall not be installed on 51ope 105 3:92 N/A EJ El Fail Metal valley flashing shall be the N/A ❑ Pass ❑ Fail same material as roof Metal valley flashing shall extend a min Of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete file shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes ��- — ( r r tAl z�w- L ct L LLC The City of Wheat Ridge inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A ❑ Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy $ Procedures) ❑ N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A ❑ Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A ❑ Pass ❑ Fail Verify vent caps ❑ NIA ❑ Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A ❑ Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ❑ Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A ❑ Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 iBC ❑ N/A ❑ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A ❑ Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A ❑ Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A ❑ Pass ❑ Fail Below roof residential R-38 ❑ N/A ❑ Pass ❑ Fail Below roof commercial R-32 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow tine with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Notes L� City of Wheat Ridge Residential Roofing PERMIT - 201801105 PERMIT NO: 201801105 ISSUED: 04/19/2018 JOB ADDRESS: 6200 W 32nd AVE EXPIRES: 04/19/2019 JOB DESCRIPTION: Reroof remove and install Laminated/Composition Asphalt Architectural Cut Asphalt Shingles/Metal with 23.5 squares. Pitch 8/12. House, Garage and 2nd Out Building. *** CONTACTS *** OWNER (303)564-3817 BOAL CHRISTOPHER R/SUSAN DRAEG SUB (970)380-7829 Ed Weingate 180064 Mountains 2 Plains LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,670.00 FEES Total Valuation 0.00 Use Tax 182.07 Permit Fee 188.45 ** TOTAL ** 370.52 *** COMMENTS *** * CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will b require ffor both the midroof and final inspections 7 -The 3rdarty inspection report AND T ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801105 PERMIT NO: 201801105 ISSUED: 04/19/2018 JOB ADDRESS: 6200 W 32nd AVE EXPIRES: 04/19/2019 JOB DESCRIPTION: Reroof remove and install Laminated/Composition Asphalt Architectural Cut Asphalt Shingles/Metal with 23.5 squares. Pitch 8/12. House, Garage and 2nd Out Building. I, b my signature, do herebyattest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, ad all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow r of a property a d autho ized to obtain this permit and perform the work described and approved in conjunction with this ermit. I fu er est that I am al auto rized to include al I entities named within this document as parties to the work to be performed and a 1 work to be pe or ed is sclosed in this document and/or its' accompanying approved plans and specifications. Signature of R or ON OR ircle one) Date I. This permit - as i ued based on he information provided in the permit application and accompanying plans and specifications and is subject to the com fiance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chi9f ChiB it mg O ICI6 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Laaenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Wednesday, April 18, 2018 8:37 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Uu Property Address 6200 W. 32nd Ave. Property Owner Name Chris Boal & Susan Draeger Property Owner Phone 303-564-3817 Number (enter WITH dashes, eg 303-123-4567) -:AL) �5- � __ Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Chris. Boal @mortenson Yes Chris Susan Draeger Roof Proposal 2018-04-18 Signed.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Mountains 2 Plains LLC 180064 970-380-7829 325 E. Beaver Ave. Contractor Email Address edweingarten@yahoo.com Retype Contractor Email edweingarten@yahoo.com Address DESCRIPTION OF WORK TOTAL SQUARES of l 23.5 the entire scope of work��'� Project Value (contract $8,6 00 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) What is the specific pitch/ _ 8/12 of the PITCHED roof? How many squares areU part of the PITCHED �i roof? Describe the roofing Laminated/comp architectural style materials for the PITCHED roof: Type of material for the Asphalt, Metal PITCHED roof: Provide any additional 2 small out buildings included in total detail here on the description of work. (IsL�L this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Ed Weingarten Email not displaying correctly? View it in your browser. Mars 2 0 s♦ 4 Bid and Proposal Chris Boal, & Susan Draeger Construction Services 970.380.7829 edweingarten@yahoo.com 6200 W.32 nd Ave. Date: 4/17/18 Wheat Ridge, Co. 80033 Roofing Bid: Remove existing single layer of Roofing material and replace per Wheat Ridge building code. Snow and Ice shield required on main house only. Re roof house plus out buildings. Extra steep pitch differential included. Bid includes cost of permits and dump fees 1) Laminated/comp architectural cut shingles complete with tear off, install and all necessary components. 20.39 sq 2) Detached Garage: 4.28 sq. ; Second outbuilding 3.5 sq Total Cost of Project: $8,670.00 Final Payment due upon completion Offered by: Ed Weingarten for Mountains 2 Plains LLC date: Proposal Accepted by owner: —date:— 2018-04-18 4H,, of Wheat Ridge City Residential Roofing PERMIT - 060353 PERMIT NO: 060353ISSUED: 05/11/2006 JOB ADDRESS: 6200 32ND AV EXPIRES: 11/11/2007 DESCRIPTION: re-roofing20 squares CONTACTS owner 303/741-1808 Monica McLerran PARCEL INFO . ZONE CODE: . UA - USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,750.00 FEES Permit Fee - 82.16 Total Valuation .00 Use Tax 31.50 TOTAL 113.66 Comments: re-roofing house, shed, "shelter" . I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, xules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; Chat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.H.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. . ' e Signat e of contra or/owne - date 1. This permit was issued in accordance with the provisions set fbrth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulatioas and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. - 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period oE 180 days. 3. If this permit expires, a new permit may be acquired for a fee oE one-half the amount normally required, provided no changes have been or will be made in the original plans and speciEications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full Eees shall be paid for a new permit. . 4. No work of any manner shall be done that-will change the natural flow of water causing a drainage problem. 5. Contractor shall noti£y the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawivgs and specifications shall not be.construed to be a permit for, nor an approval of,.any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field ivspections. of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION TAE FOLLOWING BUSINESS DAY. Documents finm the manufacturer shalZ be onsite for final roof inspecHon which spec6 rvofsug materiaLr have been installed to meet 110 MPH three-secomd wdnd gust IBC COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number. it BUILDIN6 HVSPEC'EtON LtNE - 303-234-5833 Date: GITY OF WHE/YT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~PLICA TIQN Property Owner: PropertyAddress: Co3A0 W. 3af,Nd Phonc. `303-`~~ll-I~OFj Contractor License No.: Company: Phone: OWNER/CONTRACTOR S16NATURE OF UNDEitSTANDING AND AGREEMENT I BuildinaDept.Va/uationFlgure: $ t hereby certify that the setbeck distences proposed by this permic epp[tce2ion ere accurate, and dn nW viofffieappGcaMe or[&nances,. rWes w refptlaHonsofthe City of WheatRidgeorcovenanls,easemerdsorrestrictionsofrecord;thataRmeasuremeMs shown, and allegations made are accurate; that I have read and agree to abide by all condiSons prinied on ihis application and fhat I assume fuli responsibiliry for cnmpliance.wiNi3he.Wheat RidgeEuildin8 Code(I:S:G)and aif otherapp§wble Wheat ..~-+4idga Ordnances,-tm vrosk under this petnet Pfarss swbject to field'urspedion. (QNMER)(CONTRACTOR):SIGNED\`\lSn1lSti \\~~l.~~nQ DATE 5' Il-nL (oa+aieR)(conimncFOa):warvren ML~1,;,C-0 rACI n Vre n Daxe- Use of Space (description): :d3esctiption of work: Re.-r Oo$ in~ Sq.Ft.added V3lUC:$ 1 Permit Fee:$ Pian Review Fee: $ ITS T2X: TOtal: $ Expiration Date: Expiration Date: Expiration Date: ApprovaE Approval: Approvaf: (1) ThispermitwasissuedinaccordancewiththeprovisionssetPorthinyourappiicatlonandissubjecttothelawsoflheSYateof Oolaradoand to the ioning Regnlationsand Building Codes of-NfieatRidge,Coloredo or any otherapplicable ordinances of the Cily. (2) Thispemiitshatiexpireif(A)theworkautltorizedisnotcommencedwi8iinsix[yt90)daysfromissuedateor(8) ihebuldng aufhorized is suspended or abandoned for a period of 180 days. (3) Ifidis-pecmftexpires,anewpemdtmay-beacquiredfurafeeofone-halftlheartwuntnormaNyrequired,providednochanges havebeen wwNibe made inthe originaiplans and speci6catiomand anysusperrsion or a6andonmeM has rroY exceededone(t)year. Nchangeshavebeenoriisuspensionwatiandonmantexceeds one(1)year,tutlfeesshaiftiepaidforsnewpermiC (4) No work of any manner sfiall be done tfiet will change the naWrel flow ofweter causing a dreinage problem. (5) Contraetor sball notlfy the Building Inspector hvenry-four (24) hours in advance for aIl inspectlons and shell receive written approvai-on irrsAectioneazd be6ore proceeding with successive,phases of the job. .~The-isseance mta'pormit or~#ae approval-otdramngs andspeaficatioris staN vsot be construed to be a pemrit fior, rror an . approval of, any violation ofthe provisions of the building codes or any other ordinance, law, rule or regula5on. All plan review is subject W£eW inspeetions. Etectricxl iieense No: Ptumbing ticense lVo: Mechanicai LicensB Na: Company: Company: Company: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8208 12/1/98 Property Owner : Property Address : 6200 W 32ND AVE Contractor License No. : 20193 Company: J.K.B.Services Phone: 303-234-9161 Phone : 303-234-9161 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Furnacew replacement, new flue out the roof, combustion air Electrical License No : Company : Expiretion Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issuetl in accordance with the provisions set forth in yopur application antl is subjec[ to the laws of [he State of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work au[horized is not commencetl within siaty (60) days from issue date or (B) the builtling authorized is suspended or abandoned for a periotl of 120 days. - (3) If this permit expires, a new permi[ may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the original plans and speafcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectorhventy-four (24) hours in advance for all inspecfions and shall receive written approval on inspection card before proceediing with successive phases of thejob. (6) The issuance of a pertnit or the appmval of tlrewings and specifiwtions shall no/t be~ cons[rued to be a permit for, nor an approval of, any violation of the pmvisions of the building codes or any other ordinance, law, rule or regulation./v . /J • f21272G~ Q~ ~ Chief Buildinc~ nspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : $1,700.00 Permit Fee : $55.00 Plan Review Fee : $0.00 Use Tax : $25.50 Total: $80.50 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :/Z-- i-i:!~r0p` 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : ~a :p Phone : Contractor License No. : Company: Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : i 740.,0 I hereby certi(y that the setback distances proposed by this pertn@ appliwtion are accurate, and do not violate applicabie ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictlons of record; that all measurements shown, and ailegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wRh the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit. . (OWNER)(CONTRACTOR) SIGNE / DATE USB : Description ~ BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning : Permit Fee : Use Tax : Total Sq. FL : SIC $0.00 Approval: ~QlS1i~.SNbF1R~G~'mefiT~9 Approval: Occupancy : Wails : Roof : Stories : Residential Units : Electrical License tvo : - Plumbing License No : Mechanical License No : , 'V, ;~F Company : Company : Company Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (7) This pemit was Issued In aaordance with the pmvlsions sel forth In yopur applimtion antl is sub1'eq to the taws ol the SUte ot Colo2do aM to the Zoning Reguiations and Buildin9 CoOe of Wheat Ritlye, Colorado or any oNer applipble or0inances o(Ihe Ciry. (2) This pertnit shall expire if (A) the xroAC eulhonzeA is not wmmenced wiNin siNy (60) days Irom iwue Eate or (B) the buildinp authafzed is suspentleE w a0a'WOned iw a perloC ot 720 days. (J) II ihis pemdl e:pires, a new pemul may be acquired for a tee ol ~haH the amount nomulty requireE, proviCetl no changes hava been or vrill be made in the original plans aM specificalions and eny euspensian w abantlonment has not exceeded one (1) year. II changes are made w d wspension w aCanOOnmant exceeLS are (t) year, PoII fees shall be paid lor a new pe'miL (4) No work ol any manner shall be done Ihat vrill change the natural flow of water causinq a d2inage problem. (5) ConUactw shall noGty the BuilEing Insxclor lwenty-lour (24) hours in advance for all inspections and shall receive vrtitten approval af Inspection pM De(ore proceeCii~g wiU successive Phasea ot the ob. (e) The issuance ot a pemiit or the approval o~d2wings and specifiwllons shalt nol be cansWed lo be a permit (w, nor an apprwal ol, arry vlolatlon o( the provislone . ol the CuiWinp codes a any othet ordinance, Ww, mle or repuWUOn. . Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1 ~ O z F ~ ~ W a ~ 3 Z J W E ~ m ~JZ w O p WyJ ~a W > > -O w U w n ~ W ¢ } Z cD o I-00 Z a ZHcr R ~W~ O aa ul O(n= ai O~~ Z Z~ 0 J Ll.f ~ t m ~ D V LL V- m w a " W w ~ S ~ W :D m GO L (L N 0 Fa W m 30 r N I W ❑ 0 U a Z N o a g e _1 N V ~ i ~ ° °c w ° e L ~ ~ E o I p ~ M w c N L c~ ~ 0 = 0 8 8'$ € EE o r w H o x N a ~ ~ 0 (n W W ( 7 ❑ I ❑ m O W Q p r fr Z Z 0 O Z~ z - 3 ~ 3 O ¢ a ~ O I❑ J I~ w w El I~ O ~ G M1. ° D lO z z ~ z W W ❑ o 0 O i z ~ z^ ~ z U W ~ J p J O ~ ~ a U N ^ W u a ~ M ~ o Y0 = o ° _ 3 ~ e ¢ 3 a ~ R a F _ 0 0 O N LL Z N O k N V Q Q= Q Q ^ V ~ \ K m ~ K m \ Y Q W i Q W , f ~ J N f ~ N f V 1A O = o i K) ~ N M ~ " ) zlt Z ❑ Q N _.7 C Z ~ °a F ¢ o (n w o } 0 0 0 ~ _ 7-1 ~ C ~ ri [ J e ~ ~ J 'z a n a ~ z 7 L'1 w ~ U ~ K N K S O O z 0 Y1 w z o. 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