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Home My WebLink About3239 Quail Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L kzLa;__ Job Address: _ z Permit Number: ❑ No one available for inspection: Ti "' ...)AM/PM N Re -Inspection required: Yes(_N!09_,� When corrections have been madrecor, edu r re -inspection online at: http✓/www.ci.wheatridge.co.uslins �, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L kzLa;__ Job Address: _ z Permit Number: ❑ No one available for inspection: Ti "' ...)AM/PM N Re -Inspection required: Yes(_N!09_,� When corrections have been madrecor, edu r re -inspection online at: http✓/www.ci.wheatridge.co.uslins �, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office 't INSPECTION NOTICE Inspection Type:'' Job Address: `' Permit Number: y, i i i Ll No one available for inspection: Timz9 Nf/PM Re -Inspection require . , Ye No When corrections have been mad re -inspection online at: http✓/www.ci.wheatridge.co.uslin D ` spe or: A/1 A►AT A _. w/\�i� T� i�� IAT/A� � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` Job Address: 6, Permit Number: ca \ cl C� G"��3 ;2 � t ❑ No one available for inspection: Time L/ 11 AM/PM Re -Inspection required: Yes No I' When correctibns hav&been made, call f- or re4inspection at 303-234-5933 v Date:' I I ' Inspector:` DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division, (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: <Z4 Permit Number: d) C CA) A6.<.- �—rae�►ai ❑ No one available for inspection: Time 1 1 id 0 AM/PM Re -Inspection required: Yes Nod When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usfinspection Date` �'� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:? Permit Number: _J s , yyj � Cc C4- X111S t'I \ k- Cbl t` c� :, ��t - .,rte—�t-%� ,:�a . G�4 -'•t t=°,' C t• - r j ❑ No one available for inspection: Time IAM/PM Re -Inspection required: YeS No When corrections have been made, schedule for re -inspection online at: http.lwww.ci.wheatridge.co.uslinspection�- Date: -Inspector: � � DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. Structural Engineers (3;o3) 940-0996 6355 Ward Road, Suite 308 Arvada, 00 8000 Fax (303) 940-171-4 February 19, 2020 Mr. Brad Weiman Workshop Denver 4373 Jason Street Denver, Colorado 80211 Subject, Limited Field Observation of Framing 3239 Quail Street, Lot 4, Quail Creek Subdivision Wheat Ridge, CO GEI Job No. 190063B F AM= We visited the subject site on January 8, 2020. The purpose for our visit was to review the visible conditions of the new framing. Following are our observations. During our visit, we noted that the house framing was nearly complete. The framing appeared to be in general conformance with the framing plans. Welding not complete at the time of observation and will be observed at later date. Based on our observation it appears that the framing is in general conformance with our plans and recommendations. If there are any questions or if we may be of further service, please call. Sincerely, Enterprises, Ini zX � Gerard A. Meiser, RE LAW MT. E# 1.11 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _!., in S Job Address: ? S ' Permit Number: (j '� el j) a _ La L ❑ No one available for inspection: Time AM/PM Re -Inspection required: *es? No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usTnspection �r Date: 1 ' cf`�� Inspector: DO NOT REMOVE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE `9 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �- Job Address: C,. Permit Number: )o 1 C) o ij o U No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffp.lAvww.cLwheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:-+' Job Address:'�� Permit Number: ('N 0,31 t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes, No �k When corrections have been made, schedule for re -inspection online at: http://www.cL wheatridge.co. uslinspection Date: Inspector: �DC ®O NOT REMOVE THIS NOTICE 0 J m o %T �- Lo ® � • 3 -SON � �d Q 4a t� c � 5 � >cc 08 z aI vi t G ) N v) 00LL Ar Y l � ` 1 J QO i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: e � �� Job Address: S177 1 Permit Number: C)u i C1 WAS (J } � ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheatridge.co. usfiInspection Date: -j Inspector: �,_j DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type�`-`� Job Address: Y Permit Number: ❑ No one available for inspection: Time Re -Inspection required: YesN�� When corrections have been http✓/www. ci. wheatridge. co. u Date: zqM I IN for re -inspection online at. ' O. e i CITY OF WHEAT RIDGE \� Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE r' t ( Inspection Type: Ky\0VV�� 1 �a1 S t ^c rr- Job Address: S Z �'` CJ�:�a Permit Number: Al- l- 6 A tr��- 0-1 111:; � '�r i�_ C',\Z_ nciA �� ^! l�tid►.� i v{ ❑ No one available for inspection: Time ' h'�'>� AM/PM Re -Inspection required: des No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: � (-\ ' c)G() C: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: St1L7F V Job Address: 1 -FI-) C` LL, 14, i Permit Number: _�0 1 q 0U "n ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: I ° 1 a L)� O Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9r INSPECTION NOTICE Inspection Type: Job Address: Permit Number: r;y 1 c1 0 ori 0 ��sr' y YAC c rl s ❑ No one available for inspection: Time # AM/PM Re -Inspection required: -Yes No When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheatridge.co. uslinspection Dat . Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: J fr\\2 Nq w -,c cL, Job Address: U_ Perm it Number: C) Lj No one available for inspection: Time AM/PM Re -Inspection required: Yes Noa When corrections have been made, schedule for re -inspection online at: http://Www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 1� Inspection Type: Job Address: t' . CD ' ql .5 Permit Number: `"? A, =' ❑ No one available for inspection: Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co. usrnspect o 5 1 Date: .�'tns ect DO NOT REAMMOVE1 THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: , l =--Vrz� Job Address:' Permit Number: P ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, schedule for http://www.cLwheatridge.co.uslinspection ,— Date: (� . -'Z-Z- (CI' Ins N. online at: I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. i_, i ty Signature of G(WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinagce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of chief Build ng O ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Electric PERMIT - 201902458 PERMIT NO: 201902458 ISSUED: 11/21/2019 JOB ADDRESS: 3239 Quail St EXPIRES: 11/20/2020 JOB DESCRIPTION: Temporary electrical meter - 100 amps *** CONTACTS *** OWNER (720)746-9240 BKB GROUP SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Total Valuation 0.00 Use Tax 26.25 Permit Fee 53.70 ** TOTAL ** 79.95 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. i_, i ty Signature of G(WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinagce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of chief Build ng O ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheat T_dgc MUNITy DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: ( I Plan/Permit # r ( C `� x 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: j Z vck 5� Property Owner (please print):Phone: 726 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name: L 6"A Q ;EI f' I City of Wheat Ridge License #: I Z-0 qq I Phone: Phone: Contractor E-mail Address: iA eL Icier i,-<- () /tee I For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 1(e)o C t 1 2 Phone: 1 3,� CONTACT EMAIL(p/ease print): Vk a 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. Sq. FULF BTUs Gallons Amps ((4, 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) O'"'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application---------_ CIRCLE ONE: (OWNER) (CONTRACTOR) or UTHORIZED REPRESENTATIV of (OWNER) (CONTRACTOR) Signature (first and last name): iF, + %, I�i(�G�Gt DATE: Printed Name: I— Ar,, ,• / ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: FOR OFFICE USE ONLY Approvbd by: . City of C;ONfMUi*ll IY DkCOPMEt�i� T� •, Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For. Single Family Developments Tais form, including the Exhibit on the reverse side; must be fully completed by a Professional Land Surveyor licensed itrthe State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 9 20 PERMIT# 201900883 ADDRESS: 3239 Quail St LOT 3 BLOCK t- -V-a a ti,I. ofArs—e SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me'or. directly under my supervision. For the recently formed or constructed building foundation corners,. the setback distances have been found by me to be in compliance with, City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by, the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: b >✓'t. REAR: SIDE: 1 T SIDE: 1957 If in the floodplain, the MINIMUM ELEVATION is. detemuned to be: (NAVD88). The above measurements have been determined on the following location; (Check only one): Top of proposed foundation -prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations atified on the attached exhibit. Signed Print ,4 Y✓!?.dh1D �K° _. Da Professional Suiv¢iA QC nl�lilN1{I)S+� n i�tic,i?r ccaii 1 W W WA.wheatridge.co.us Rev 11/18 EXHIBIT 1 4 � r�.QQ..- Q�I��Ij p' �1III _= EoAp� �[Vfi�F5�4� A�at1� .Er-5��+ 2-++�.J�":. Il/'► *A 6 tE416P t 5n r5�3G{o'0fi0o[.(.o2-0 Q At F Frz-5452E p54Ta5M`� 3 p lu�tO . 5.sJa f. L a n cam: I j l. - 3D' D 6 6 W :,i 1' NOTICE TO SUIMYOR: G�.L.�o. '• I .4© 1. Elevations shall be shown for ALL foundation comers. W E 2. Foundation corners with minimum elevation'and setback distance shall be identified. 3. .Drawing must be properly oriented (North.= top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the'scale. If not to -scale show as N.T.S. 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1ACx) ; V_ was 4,(;? Job Address:. Permit Number: ❑ No one available for inspection Time AM/PM Re -Inspection required: Yes i Nod, When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. ushnspection Date: ! I � 1 7� -1 "—Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: JobAddress: Permit Number: ❑ No one available for inspection: Time'/ , -S-- ? "AIS/PM Re -Inspection required: Y4s No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: Inspector: 4a - �b DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, -5c" c ^ e- �v- (4.\ Job Address: C., Permit Number: _J 0 1 (-"j 0 0 1.77 ICoe)( -------- 7r— y nA LJ No one available for inspection: Time AM/PM Re -inspection required: 6Q No When corrections have been made, schedule for re -inspection online at: http://Www.cL wheatridge.co. uslinspection Date: -\ (.) '\-)' \ C Inspector: DO NOT REMOVE THIS NOTICE \/ 7 @ z \$ (a3 CA 0 bi Cd [ / S G t )�Z/��\ th _ Q m g / ( 2J./&/\ 2 / / 5 / \: .4- E E f j —� Q o� r- % 2 E > o � U k / M _ — % \ � \ c % .2>- Ln E 2 v � � ® E I / C § $ 7 7 ƒ - / vi/ $ \ § w / / 5 / 37ƒ/ C) ^ ® ) § u V) § 2 / 3 / E \ § R � ON)/ 0 ° _0/ _\ / 2 cam\ + c /ƒ2 ƒj/\ 0 2 f y e ) o m = / /_ _0 / " � : \ ~ 0 0' 0 2 E E E222 . 7 0 d (2. �m •E / 0 cr 0��2 32§/ C E 2 =� / © M 0 m to OD �.. E 02 Q 3 m � -0 } 2 2 2 \/ 7 @ z \$ (a3 CA 0 bi Cd [ / S G t )�Z/��\ th _ Q m g / ( 2J./&/\ \/ 7 @ z \$ (a3 CA 0 bi Cd [ / S G t )�Z/��\ th _ Q m g / ( 2J./&/\ 2 / / 5 / \: .4- E E f j —� Q o� r- % 2 E > o � U k / M _ — % \ � \ c % .2>- Ln E 2 v � � ® E I / C § $ 7 7 ƒ - / vi/ $ \ § w / / 5 / 37ƒ/ C) ^ ® ) § u V) § 2 / 3 / E \ § R � ON)/ 0 ° _0/ _\ / 2 cam\ + c /ƒ2 ƒj/\ 0 2 f y e ) o m = / /_ _0 / " � : \ ~ 0 0' 0 2 E E E222 . 7 0 d (2. �m •E / 0 cr 0��2 32§/ C E 2 =� / © M 0 m to OD �.. E 02 Q 3 m � -0 } 2 2 2 \/ 7 @ z \$ (a3 CA 0 bi Cd [ / S G t )�Z/��\ th _ Q m g / ( 2J./&/\ I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ P U_� �� - Job Address:- r Permit Number: d G Ct s - ? �S p ❑ No one available for inspection: Time k i ') AM/PM Re -Inspection required: Y= No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: C1_ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201900883 PERMIT NO: 201900883 ISSUED: 06/28/2019 JOB ADDRESS: 3239 Quail St EXPIRES: 06/27/2020 JOB DESCRIPTION: New single family two-story home, 5 bedrooms, and 5 bathrooms. Square footage: 4582 *** CONTACTS *** FEES OWNER (720)746-9240 BKB GROUP, LLC 2,580.86 SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. GC (720)746-9240 Brad Weo,am 180180 Workshop Denver SUB (720)233-2406 Danny Dodson 070210 DR Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 546,930.00 FEES Total Valuation 0.00 Plan Review Fee 2,580.86 Use Tax 11,485.53 Permit Fee 3,970.55 Engin. Review Fee 150.00 Same Day Inspection 120.00 ** TOTAL ** 18,306.94 *** 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. 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Incomplete applications may not be processed. *** Property Address:�- Y) U A I : Property Owner (please print): J3f7-A0 Phone:'3o gLA9 Property Owner Email: Mailing Address: (if different than property address) Address: L13-73 JASON S 11ez,� L City, State, Zip: fit= ).h/E , Cts 1?"CT'ZL Submitting Company: VUw(y kcc Ot~nfluy -- Contact Person: BeW UiE�I P NDN Phone: 3C) ;; Contractor: YCN-t- ME(AT1NC, + PLyM& 6 (rEC,6IE Contractors City License #: Contractor E-mail Address: Phone: 3,3 x-472'? Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: SL=IuC�- IN FHE S TCEL"f WDA S �,) ,� L17 -1N 'L"J 1 vN 'THAN RgSEW ENT a-kll , "T�1E1� � A rJ rjcc-Rv- u4wS Tv GeT 5eWL`Vabt^ eAP6ENIS 1-b IVDA N, y SVMF SUMP wyp,5 Mk55c7C) OVCWACLt X40 NE'UbG7J 1 ASO, 'FIM C1"66S WFT-c- Iwo? Sq. Ft./LF Amps Btu's Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: CZ 12 PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: AT�EJ of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: tI i OCCUPANCY CLASSIFICATION: Building Division Valuation: $ U a.w OnY O)LhPS -.,. GAS METER AND SEWCE BYOTHERS 401 MBH, 4[G CFH, INLET PRESSURE 05 PSI, PRESSURE DROP 05"W.C„ SPECIFIC GRAVITY 0.60EN 150'DEVELOPEOLOTH IFGC TABLE 402,4(2) MASTER OR FP (36 MBH, 43 CFH) LEVEL 02I 1. PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TD VERIFY LOCATIONS NO COOR ADINATE WORK BETWEEN TRADES PRI OR TO INSTALLATION. 2. ALL DRAIN GRATES, CLEANOUTCOVEFS, AND OTHER FINISHED-EXPOSEO COMPONENTS SHALL BE PROTECTED FROM DAMAGE, DAMAGEDCOMPONENTSSHAU BE REPLACED BYCONRAACTOR AT NO ADDITIONAL COST TO THECONTRACT. 3. COO RXNATEROUTIMGOFALLPLUMBINGPIPINGBELOW SLAG WITHSTRLCTURAL GRADE BEMIS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REOURED, 4, PI PING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH EFFORTS MADE DARING DESIGN TO AVOID STRlCTl1RAl CONFLICTS. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH BUILDING WITH STRLDTLIRALCONDITIO S. CONTRACTOR COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING THAT MAY HAVE TO BE SHIFTED AN F? MOVED TO AVOID CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO ADDITIONAL COSTTO THE PROJECT. 5. ALL HORIZONTALSANNTARY PIPING BAND SMALLER WHETHER BELOW OR ABOVE GRADE SHALL SLOPE AT 1/4WJFT SLOPE, ALL PIPING 4" AND LARGER SHALL SLOPE AT 19"LFT. SLOPE UNLESS OTHERWISE NOTED. 6. NADDITION TO THE CLEAN-0UT LOCATIONS SHOWN ON DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED IN ACCORDANCE WITH THE LOCAL GOVERNING CODE. ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS: 6.1. EACH RUN OF PIPING "ICH IS MORE THAN 75 FEET IN LENGTHOR FRACTION THEREOF. 6.2. HORIZONTALLINESSFEETORGREATER. 6.3. HD 12ONTALLINESFOREACHAGGiEGATECHANGE OF DIRECTION EXCEEDING 135 DEGREES, 6.4. AT THE BASE OF ALL SAMTARY RISERS. ALL VERTICAL C LEANOUTS SHALL BE STIED TO ACCOMMODATE THE LARGEST PIPE ON TWAT BRANCH UNE, BUT NEVER LARGER THAN 4". CODES AND DESIGN CRITERIA: JURISDICTION WHEAT RIDGE, CO PLUMBINGCODE2012 IRC BULDINGTYPE RESIDENTIAL TOTALSANITARYWASTELOAD: 34WFU PLUMBING FIXTURE SCHEDULE NKLOK CODE FIXTURE MAX. FLAN MN CW CONN. MIN HW CONN. MIN SAN CONI MINVENTCCNN.1 REMARKS WC WATER CLOSET 16 (PF 12" 4' 2 I FT, FM, BO LAV LAVATORY W/ FAUCET 2.2 (RPM 12' 12' 1 -12' - SH SHOVER W/ENCLOSU E 2.5 GPM 12' 10 T 2' -- BT BATHTUB W/ SHOWER 2.5 UPM 12' 12' Z' 2' }"G KSIPS43S SINK WI FAUCET 2.2 CPM 12" 12' 2 1-112' - LS LAUNDRY SINK W/ FAUCET 2.2 GPM 12' 12" 21- m HOSE BIBB 12' AD, AS, FP FD FLOOR fXMIN SIZES AS NOTED WITH PROBETTRAP GUAM VAMB WASHER WALL BOX Itl2 2 2 WATER HAMMER GENERAL N(1TFR GAS TO EXIT BUILONG ABOVE GRADE PND 1. PLUMBING DESIGN AND SIZES ARE BASED ON INTERNATIONAL RESIDENTIAL OODE. c- 2, VERFY ALL FIXTURE MODELS WITH ARGCTECTAND GENERAL CONTRACTOR PROR TO ORDER. SOME CODES MAY INDICATE MORE THAN OPE MODEL. 3. VERFY WHICH FIXTURES ARE REWIRED TO BE ADA COMPLIANT WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO OBER IFGCd A. PROMM MH BOLATDN VALVE DEFINTICNS' AD - AUTO -TRAINING DM'wN2Y. MW OUTDOOR GRILLE AS -ANTI-SIPHON 1 GTY.01NTS BOTTOM OUTLET OUTDOOR FP PLURWIG PFYSDfb FM- FLOOR MDUNTED (55 MBH, 66CFH) FP - FREEZE PROOF 1'G ?'G FT TAW a.w OnY O)LhPS -.,. GAS METER AND SEWCE BYOTHERS 401 MBH, 4[G CFH, INLET PRESSURE 05 PSI, PRESSURE DROP 05"W.C„ SPECIFIC GRAVITY 0.60EN 150'DEVELOPEOLOTH IFGC TABLE 402,4(2) MASTER OR FP (36 MBH, 43 CFH) LEVEL 02I 1. PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TD VERIFY LOCATIONS NO COOR ADINATE WORK BETWEEN TRADES PRI OR TO INSTALLATION. 2. ALL DRAIN GRATES, CLEANOUTCOVEFS, AND OTHER FINISHED-EXPOSEO COMPONENTS SHALL BE PROTECTED FROM DAMAGE, DAMAGEDCOMPONENTSSHAU BE REPLACED BYCONRAACTOR AT NO ADDITIONAL COST TO THECONTRACT. 3. COO RXNATEROUTIMGOFALLPLUMBINGPIPINGBELOW SLAG WITHSTRLCTURAL GRADE BEMIS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REOURED, 4, PI PING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH EFFORTS MADE DARING DESIGN TO AVOID STRlCTl1RAl CONFLICTS. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH BUILDING WITH STRLDTLIRALCONDITIO S. CONTRACTOR COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING THAT MAY HAVE TO BE SHIFTED AN F? MOVED TO AVOID CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO ADDITIONAL COSTTO THE PROJECT. 5. ALL HORIZONTALSANNTARY PIPING BAND SMALLER WHETHER BELOW OR ABOVE GRADE SHALL SLOPE AT 1/4WJFT SLOPE, ALL PIPING 4" AND LARGER SHALL SLOPE AT 19"LFT. SLOPE UNLESS OTHERWISE NOTED. 6. NADDITION TO THE CLEAN-0UT LOCATIONS SHOWN ON DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED IN ACCORDANCE WITH THE LOCAL GOVERNING CODE. ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS: 6.1. EACH RUN OF PIPING "ICH IS MORE THAN 75 FEET IN LENGTHOR FRACTION THEREOF. 6.2. HORIZONTALLINESSFEETORGREATER. 6.3. HD 12ONTALLINESFOREACHAGGiEGATECHANGE OF DIRECTION EXCEEDING 135 DEGREES, 6.4. AT THE BASE OF ALL SAMTARY RISERS. ALL VERTICAL C LEANOUTS SHALL BE STIED TO ACCOMMODATE THE LARGEST PIPE ON TWAT BRANCH UNE, BUT NEVER LARGER THAN 4". CODES AND DESIGN CRITERIA: JURISDICTION WHEAT RIDGE, CO PLUMBINGCODE2012 IRC BULDINGTYPE RESIDENTIAL TOTALSANITARYWASTELOAD: 34WFU 2 611"i - A NusIt '. I Ip'G NKLOK GROUP G i l/a'G Phone: 720-399-2410 KG@KLOKGROUP.COM Qi I I/!G U (D m 0 Q� G }"G U) 1.1/4'6 � � c -i RANGE c�LD cu IQ:� T (19 MBH, 23 CFH) N ~ M Q� GAS TO EXIT BUILONG ABOVE GRADE PND c- ROUTE 10 BELOW GLADE AND COMPLY WITH U IFGCd A. PROMM MH BOLATDN VALVE DM'wN2Y. MW OUTDOOR GRILLE REV610% EDGP G� 1 GTY.01NTS (95 MBH, 114CFH) OUTDOOR FP PLURWIG PFYSDfb ODAY419 (55 MBH, 66CFH) 1'G ?'G LIVING ROOM FP (36 MBH 43 CFH) I-I/d'G ISSIE IECOM i 7C0101111CTDN O5N1A19 SIER OOfRPn PLUMBING LEGEND & ABBREVIATIONS NTE: 711201 BASEMEN FURNACE 1 (80 MBH, EB CFH) BASEMENT FURNACE (80 MBH, 96 CFH) 2 611"i - A NusIt '. NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM Qi U (D 0 Q� G U) CD � � c -i cn c�LD cu IQ:� T N ~ M Q� LLJ c- U DM'wN2Y. MW CNiCYiO fi. LR REV610% EDGP G� 1 GTY.01NTS OSW2f19 2 PLURWIG PFYSDfb ODAY419 ISSIE IECOM i 7C0101111CTDN O5N1A19 SIER OOfRPn PLUMBING LEGEND & ABBREVIATIONS NTE: 711201 6�wwIHG w.: P0,0 `� 1 s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ®x��- a Permit Number: CL, 3 " ❑ No one available for inspection: Time AM/PM Re -Inspection required: �6s) No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date Inspector: ®O NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: `„ C,\ Permit Number: `7. '--Z ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection r`'1 l . , Date: .� - +, � E Inspector: DO NOT REMOVE THIS NOTICE s 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: - L%\1 C. U "� F' "�• A ,.r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i, I Job Address: ` f Permit Number:�_ (; l U D ," 1} r b C 1 j J ❑ No one available for inspection: Time AM/PM Re -Inspection required: � e No When corrections have been made, call for re -inspection at 303303-2 Date:_ ;,� 3 y Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C" CL, \--' r` c, Job Address: a Z7>Ci Permit Number: Q(S\ C\ C'� J, t e^ 4 4 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yq5 No When corrections havevleen made, call for re -inspection at 303-234-5933 Date: �? . \�� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat�idge COMMUN('lY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3239 Quail St Permit k General Contractor: Brad Weiman - Workshop Denver I Electrical Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License # (required field) Signature of Authorized Agent Date Mechanical Contractor I Company Name:na Phone:,' - W% Wheat Ridge License #: I U,/ (required field) )20)9 nature4FA rhorized Agent Date City of Wheat Ridge r Single Family - New PERMIT - 201900883 PERMIT NO: 201900883 ISSUED: 06/28/2019 JOB ADDRESS: 3239 Quail St EXPIRES: 06/27/2020 JOB DESCRIPTION: New single family two-story home, 5 bedrooms, and 5 bathrooms. Square footage: 4582 *** CONTACTS *** ZONE CODE: UA / Unassigned OWNER (720)746-9240 BKB GROUP, LLC / Unassigned BLOCK/LOT#: / SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. GC (720)746-9240 Brad Weo,am 180180 Workshop Denver SUB (720)233-2406 Danny Dodson 070210 DR Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 546,930.00 FEES Total Valuation 0.00 Plan Review Fee 2,580.86 Use Tax 11,485.53 Permit Fee 3,970.55 Engin. Review Fee 150.00 ** TOTAL ** 18,186.94 *** 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 inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, two (2) trees shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. GARAGE NOT APPROVED AS INDEPENDENT DWELLING UNIT I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 0(gZ!2E51 19 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than ISO 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any 61dinance or reguf t4on 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 WheatR,idge CoMMUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 290' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD-ci.wheatrid4e.co.us FOR OFFICE USE ONLY Date: 5 Planmennit # A v -fnb 3 Plan ReviewF : c4i� S_ SID T�b Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3239 Quail St Property Owner (please print): BKB Group LLC Phone: 720-746-9240 Property Owner Email: sarah@workshopdenver.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 4373 Jason St City, State, Zip: Denver, CO 80211 A,rchitect/Engineerm Work Shop Denver / STRUCTURAL: GERARD ENTERPRISES, INC. Architect/Engineer E-mail: sarah@workshopdenver.com Contractor: Workshop Denver - Brad Weiman City of Wheat Ridge License #: Phone: 720-746-9240 Phone: 720-746-9240 Contractor E-mail Address: brad@workshopdenver.com or sarah@workshopdenver.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Sarah Barr Phone: 720-989-1556 CONTACT EMAIL(please print): sarah@workshopdenver.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # 120187 W.R. City License # 130030 W.R. City License # 160254 Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL FX 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. New single family residential home with attached garage located at a newly approved "minor subdivision", Quail Creek Estates. Residence is two stories with a basement and an attached garage. Prior use and proposed use are both residential. 4,582 habitable square footage with 689.5 sf of attached garage. Total 5,271.5 sf Reference material for the approved engineering for the "minor subdivision", Quail Creek Estates. X—C>G rte, s IBCK--k vis C70 Yn ", Commercial Projects Only: Occupancy Type: Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 546,930 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRALTO) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): '�� N� DATE: 05/03/19 Printed Name: Sarah Barr - Work Shop Den r ZONING COMMMENTS: Rppi'Cvea LA i i7y-N ' .t1 -IC t 1�, OCCUPANCY CLASSIFICATION: �� S Shc��.►'V cn f�1.1 t�.q CONSTRUCTION TYPE: Reviewer. BUILDING DEP EN COMM TS: Reviewer. PUBLIC WORKS COMMENTS: `, PLgAt-,E We -pit- ��1%1,��(/J�=„7 FW / e 11JR:X5;AVAT10J e>e,Lueval Z©Ne'r- Reviewer. `%i� 2) A p94/941:0'9 f !'/flG�/ (� O•K..=«/t'110<<Nf�g�S/ -�� Building Division Valuation: 1 /550A&4,,'r— iF A G ®� city of SINGLE FAMILY/DUPLEX PvsL1c Wc�1�>�s east' � -ge BUILDING PERMIT APPLI CATION REVIE W Date: _ /S 'AJ d>' 2OlT Location: 32 3 9 Q 0,4 IL S'T ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a JVD LV �prti] �F,Q located at the above referenced address. Please note the comments checked below. 1. __Z Drainage: a. Drainage Letter & Plan required: /Yes No b. Site drainage/grading plan have been reviewed and are: SOK NOT OK; refer to 2. _AZ_Public Improvements required & to be completed with project: stipulations, a. street paving/patching: ►/i Yes No Completed b. curb & gutter: L/ Yes No Completed c. sidewalk: ✓ Yes Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V/ Does all existing roadway/alley R.O.W. meet the standards of the City: -.11— Yes If not, what is required? If R.O.W. is required, has the deed been received No Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. L Va,,�11' 6 MAY 2e2 Signature David F. Bre p4rsa Date 5. NA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.L.S Date 6. Stipulations: g6EFC— _ 7b ESi'T,4GLl>cO wGj�{�,c17-c� 7. __V_ A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 City of PUBW heat -Midge LIC WORKS 5/15/2019 QUAIL CREEK ESTATES BUILDING PERMIT— 3239 Quail Street/BKB Group SFD Note the following REQUIREMENTS: 1. EXCAVATION EXCLUSION ZONE: By the issuance of this Permit, the Permittee is hereby acknowledging the EXCAVATION EXCLUSION ZONE within the 30' Utility and Drainage Easement running along the westerly property line of lots 1-4 and the 15' drainage and utility easement along the northern property line of lot 1. No excavation shall be allowed for structures within the 30' drainage and utility easement. The property owner ("Owner") will be solely responsible for the costs of repairing the existing underground storm drainage system if damaged as a direct result of construction or landscaping activities by Owner. 2. UNDERGROUND STORM SYSTEM: Should repairs and/or standard maintenance be required for the underground storm drainage system and its appurtenances, any landscaping, fencing, or other features previously placed within the Utility and Drainage Easement areas may be damaged and removed and not subject to replacement. Cost to restore these features will be borne exclusively by the property owner. 3. NO PERMANENT STRUCTURES WITHIN CHANNEL: No structure or obstruction (i.e. fences, walls, landscaping) shall be placed within the flowline of a drainage channel lying within any drainage and utility easement in such a manner that it may impede stormwater flow. No changes or alterations affecting the hydraulic characteristics of any stormwater conveyance or water quality facility shall be made without the approval of the City of Wheat Ridge Director of Public Works. 4. GRADING AND DRAINAGE: shall be completed per the Reviewed and Approved Final Drainage Report for Quail Creek Estates. There shall be no deviation, changes or adjustments that affect the hydraulics or drainage patterns from the approved plans without the prior written approval of the City of Wheat Ridge Director of Public Works. A Grading Certification Letter with spot elevations and slope patterns shall be required prior to the issuance of the C.O. to ensure proper site grading. 5. A RIGHT-OF-WAY CONSTRUCTION PERMIT shall be required prior to the commencement of any work within the public right-of-way. Contact Public Works at 303-235-2861. Notes for 3239 Quail Street-BKB Group SFD_BPA.docx City of Wheat i g�tlh R City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Location of Construction: Purpose of Construction: Single Family Commercial Multi -Family Develmment Review Processing Fee: ................................................ $100.00 $ (Required of all projects for document processing) Single Family Residence/IDunlex Review Fee: ..................................... $50.00 $ Commercial/Muld-Family Review Fees: 0 Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals): .......................... $600.00 $ o Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $-- ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal ('/2 initial review fee): .................................................... $300.00 $ 4d' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 ---- (Full initial review fee) $® T'OT'AL REVIEW PEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. N,w N:ci.oi heatridge,co ui Rev 12/12 City of i')!��Wh6atf We PU61IC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: l594Y-2011 ADDRESS: 7 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci. w heatridge.w. us Rev 2/08 RECD=" F -� City of Wh6atli. p r COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: J:. 3 LA Q UW%`c-'�V Permit #: General Contractor: E) t'cLA=k W fe.A fYN04.V\_,I W4C' ShO' • lz�p.Xwe Electrical Sub -Contractor Company Name: C_It?.C+n.CLLCPhone #: `1 2.0 - 2-,z - \2168 State License #: Master #: Whe 'cense #: Mz 087 (required field) 0'7 - 15'-16 Signa a uthorized Agent Date Plumbing Sub -Contractor Company Name:V� 'T�i/o,ne #: 363, 6 3 a '57 2-;' State License #: Master #: Wheat Ridge License(.rcquired veld) N ) 'L, 6 , a<6- L Si re o Auth ' ed A4#4 Date Mechanical Contractor Company Name: EPC Phone: 7 eat a 'ce #: (i-I—(rem .ed field) 0-7 /02/18 SighaturZ of Auth d ent Date PERMIT SUBMITTAL TRANSMITTAL wogs s�o� 0 0 D E S I G N + B U I L D To: City of Wheat Ridge From: Sarah Barr - Work Shop Denver 7500 W 29th Ave - 2nd Floor sarah workshopdenver.com Wheat Ridge, CO 80033 720-989-1556 4373 Jason St, Denver, CO 80211 Attn: Plans Reviewer Date: 05/03/19 Re: 3239 Quail St Hello, Please find the following documents included in this permit application package for Work Shop Denver site address 3239 Quail St, Denver, CO. This is for a new construction Single Family Residential Home with attached garage. Application Documents D Permit Application D Sub -Contractor Authorization Form ➢ Contractor's License D Proof of Submission for Northwest Lakewood Sanitation District Proof of Submission for Consolidated Mutual Water District m FEMA no flood plane map D Official Address Form - existing approved for reference D Civil Drainage Email - for reference ➢ Fire Dept Email Letter - for reference Supporting Documents D Mechanical HVAC Manual J, D & S Energy Report Soils Report 24x36 Items Construction Drawings D Structural Electrical and Plumbing Drawings D Survey - existing approved for reference Development Drainage / Grading Civil Plans including landscaping - existing approved for reference If you have any further questions, please contact me at sarahCaD-workshopdenver.com or on my mobile at 720-989-1556. Thank you, Sarah Barr V Page 1 of 1 • Clty or �1Vheat �id�� CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 P. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 06/22/18 Project address: 3267 Quail St, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Work Shop Denver - Sarah Barr Project Type/Description: Single family residence Sarah Barr Digitally signed by Sarah Barr Signature of Firm Representative or Individual: Date: 2018.06.2214:07:44 -06'08' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District a Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District a Clear Creek Sanitation District a Fruitdale Sanitation District o Westridge Sanitation District ✓ Other Northwest LWwwood Sardtation District Agency Notes: ,L _��i„ ,d ttwwl.---.i .tet •�.�r,.✓ I�a.twr►.�t Lt.rrt.c ory L 1,�.� t,,� Ahr II%a.trel��Ltr LArt 3�ftil.�t �.fN�T�4^f'tNV r]TitfC'r Signature: a —dV&= Date: (Agency Representative) Aws6C� MARTIN/MARTIN CONSULTING ENGINEERS July 5, 2018 Sarah Barr Email: sarah@workshopdenver.com Re: NWLSD — 3267 Quail St. Proof of Submission for Permitting/Plan Review Martin/Martin, Inc Project No.: 17.0638 Dear Ms. Barr, For Your Review On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the Site Plan received June 22, 2018 concerning a single-family residence at the above referenced address. The Northwest Lakewood Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of Northwest Lakewood Sanitation District must be complied with at all times. The subject lot at the address referenced above is within the boundary and service area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Northwest Lakewood Sanitation District has the following sanitary sewer main(s) in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Quail St. It appears the property may be serviced by gravity flow; however, the homeowner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main and to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. All lots (buildings) shall have individual services. All service connections shall be made at least 5' downstream of District manholes. Sanitary details for a service Wye connection can be provided upon request. Costs All costs involved are to be deposited in advance — tap fees, observation/inspection fees— are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM j City of WheatRidge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 06/18/18 Project Address: 3267 Quail St, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Work Shop Denver - Sarah Barr Project Type/Description: Single family residence Sarah Barr Digitally signed by Sarah Barr Signature of Firm Representative or Individual: Date: 2018.06.18 12:53:28 -06'00' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, V\ Lm- M , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District V 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 Agency Notes: V ax--) La—� L.) f �'l�• Signature: , f"` lr Date: /Onennv Renrocont�4ivc1 KORDZIEL� ENGINEERING, INC. www.kord7ielengineering.com P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 fax 303-216-9292 SOIL AND FOUNDATION INVESTIGATION FOUR PROPOSED RESIDENCES LOTS 1, 2, 3 AND 4 3275 QUAIL STREET WHEAT RIDGE, COLORADO Prepared by: Joseph C. Kordziel, P.E., Principal Pp,O 0 oy K090 jp 29994 Prepared for: WORKSHOP DENVER 4100 JASON STREET DENVER, COLORADO 80211 �a Why Ridge PROJECT NO. 2091 NOVEMBER 6, 20 TABLE OF CONTENTS TABLE OF CONTENTS SCOPE 2 CONCLUSIONS 2 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 3 INVESTIGATION 4 SUBSURFACE CONDITIONS 4 EXCAVATIONS 6 SITE PREPARATION 7 BUILDING FOUNDATIONS 7 SLAB -ON -GRADE CONSTRUCTION 8 LATERAL LOADS AND SUBSURFACE DRAINAGE 9 SURFACE DRAINAGE 10 LIMITATIONS 10 FIGURE 1 - PROPOSED SITE PLAN AND LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 - LOT 1 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 5 AND 6 - LOT 2 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 7 AND 8 - LOT 3 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURES 9 AND 10 - LOT 4 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURE 11 - TYPICAL INTERIOR BASEMENT FOOTING DRAIN FIGURE 12 - TYPICAL INTERIOR AND EXTERIOR BASEMENT FOOTING DRAIN City o/ Wheat Ridge lkl"Wr►g Division Soils and Foundation Investigation Project No. 2091 Page 2 SCOPE This report presents the results of a soils and foundation investigation for four proposed residences to be located at 3275 Quail Street in Wheat Ridge, Colorado. A single family residence exists at the site. The residence is to be removed and replaced with four new lots (Lots 1-4) and a single family residence with a basement and garage proposed on each lot. The test borings and proposed lots are located as indicated on Figure 1. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed construction. The report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our experience. A summary of our findings and recommendations is presented below. CONCLUSIONS 1. Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north -central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. 2. Free water was encountered in all borings at the time of drilling. The boringsiW@fe checked 9 days after drilling and ground water was measured at a depth of 9.5 feet in TH-1, 9 feet in TH-2, 7.5 feet in TH-3 and at 5 feet in TH-4. Wheat Ridge Building Division Soils and Foundation Investigation Project No. 2091 Page 3 3. The proposed residences can be constructed with a spread footing foundation system bottomed a minimum of 3 feet above ground water on each lot. At the test hole locations indicated on Figure 1, spread footings must be located at a maximum depth of 65, 6', 4.5' and 2' on lots 1-4, respectively. Design and construction criteria are presented in the body of the report. If very moist soil is encountered or soils are too soft for heavy equipment access, a minimum of 1 foot of soil over -excavation below foundation elevations and replacement with gravel to stabilize soft, very moist to wet sub -soils and to create a subsurface drainage system for ground water may be utilized. Where old fill material is present, fill material is to be removed and replaced by properly compacted structural fill below the bottom of footing and native soil. 4. The soils are suitable for support of slab -on -grade construction with a low risk of movement or cracking due to expansive soils and/or soil settlement. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. An interior foundation drain (Figure 11) should be installed below basement slab elevations where footings are 4+ feet from ground water; where footings are3-4 feet above ground water, we recommend an interior and exterior foundation drain be installed, as indicated on Figure 12. A vapor barrier is recommended below the slabs on all lots due to shallow ground water. 7. Positive drainage down and away from all foundation walls should be established and maintained at all times. PROPOSED CONSTRUCTION The existing lot is to be divided into four lots with a single family residence with a basement proposed and garage proposed on each new lot. Each proposed residence is assumed to consist of concrete and wood frame construction and relatively light construction loads are anticipated. The foundation depths are to be located a minimum of 3 feet above ground water. SITE CONDITIONS The site has an existing residence to be removed, and is located in an established residential area of Wheat Ridge, Colorado. The locations of the exploratory borings and proposed lot subdivisions are presented on Figure 1. The site has a drainage running from the southeastern portion of the site to the northeastern portion of the site, as indicated on Figure 1. o/ The site slopes gently to the northwest on the east side of the drainage and gen#y,,Lg the Ridge 1)uf1d'n9 Divfson Soils and Foundation Investigation Project No. 2091 Page 4 northeast on the west side of the drainage. We understand as part of the site development the drainage is to be filled and re-routed westerly along the southern portion of the site and then northerly along the western side of the site. The site currently has a moderate cover of grasses and weeds with some large, mature trees, particularly near the existing drainage. INVESTIGATION Subsurface conditions were investigated on September 13, 2017 by drilling one exploratory boring on each proposed lot at the locations indicated on Figure 1. The borings were advanced using a 4 -inch diameter continuous flight auger powered by a CME -45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140 -pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The results of the penetration tests and logs of the materials encountered are presented on the Logs of Exploratory Borings, Figure 2. Samples were returned to the laboratory where they were visually classified and testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of gradation test analyses, swell -consolidation testing and moisture -density determinations. The results of the laboratory tests are presented on Figures 2 - 10. SUBSURFACE CONDITIONS Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to ow 0w medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedro�rl;d9® whe SU116 n9 piVWOO Soils and Foundation Investigation Project No. 2091 Page 5 to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north - central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. The test borings were checked 9 days after drilling and water was present at depths ranging from 5 to 9.5 feet, as indicated on Figure 2. Additional subsurface details are also presented on Figure 2. The geotechnical practice in the Denver and surrounding area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per square foot (PSF), the measured swell is classified as low, moderate, high, or very high. It is important to note that measured swell is not the only criteria for slab - on -grade recommendations and additional factors are considered by the geotechnical engineer when evaluating the risk for slab -on -grade construction. The following table presents the relative classification criteria. The classification criteria is in conformance with guidelines established by the Colorado Association of Geotechnical Engineers (CAGE). Risk Category Percent Swell Under A 1000 PSF Surcharge Pressure Low 0—<2 Moderate 2 - <4 High 4_<6 Very High Greater than 6 Samples at anticipated foundation depths possess a nil to moderate expansion potential with an overall low movement potential. Swell -consolidation test results for samples city of of sandy clay obtained from TH-1 through TH-4 were as follows: TH-1 at 4 feet (0.3% swe�l1,�® v4jjo guildin9 olvision Soils and Foundation Investigation Project No. 2091 Page 6 TH-1 at 9 feet (0.2% swell), TH-2 at 4 feet (1.4% swell), TH-2 at 9 feet (0.0% swell), TH-3 at 4 feet (2.1 % swell) and TH-4 at 4 feet 1.2% swell) when wetted under a surcharge pressure of 1000 PSF. Gradation samples obtained from with a sample from TH-3 at 9 feet and TH-4 at 9 feet contained 67% and 64% fines, respectively. EXCAVATIONS Excavations should not remain open for extended periods of time, permitting wetting or drying of the bearing materials. Moisture changes of the bearing materials may increase the risk for movement. The materials encountered within the anticipated depth of excavations and the anticipated fill materials on site are categorized as Type A to Type B according to the Occupational Safety and Health Administration (OSHA). Based on published OSHA guidelines, the temporary excavations in the Type A soils (native sandy clay above the water table) can have a maximum temporary slope of 0.75:1.0 horizontal:vertical (H:V) or 53 degrees and the temporary excavations in the Type B soils (fill materials from site grading/preparation) can have a maximum temporary slope of 1.0:1.0 horizontal: verticaI (H:V) or 45 degrees. These inclinations are reasonable for the conditions at the site. Exceeding these inclinations will increase the chance of deformation, especially over a long time period. Some localized deformation of the bank may occur, especially during wet weather, loading or with vibrations. Care should be taken when working near the sides of the excavation at all times, and the slopes should be monitored by onsite personnel during construction for evidence of sloughing, bulging or toppling of the sidewalls or cracking at the ground surface. Surcharge loading at the top of the cut by equipment, materials, or vehicles must be avoided, since surcharge loading will increase the risk of caving. Spoils of the excavation must be placed a minimum of 2 horizontal feet from the edge Wheat Ridge Building Divisian Soils and Foundation Investigation Project No. 2091 Page 7 of the excavation. A geotechnical engineer should observe the completed excavation prior to foundation installation. SITE PREPARATION Organic material and debris should be removed from the foundation area and wasted off site or used for non-structural purposes. Where required, structural fill should be placed in 8 -inch un -compacted thickness lifts and compacted to 95 percent of the standard Proctor maximum dry density (MPD) within 2 percent of the optimum moisture content (OMC). Structural fill is a material that classifies as sand according to the Unified Soil Classification System possessing a silt and clay fraction less than 25 percent, a liquid limit less than 40 and a plasticity index less than 20. Coarse-grained material larger than 3 inches in diameter should not be utilized. Structures supported by insufficiently compacted structural fill may settle. Any fill not utilized for structural purposes should be compacted to 90 percent MPD within 2 percent of the OMC. A geotechnical engineer should review earthwork placement activities. BUILDING FOUNDATIONS The soil below the anticipated residence foundation elevations of 3+ feet above ground water to the existing ground surface elevation at the time of this investigation consists of sandy clay with a nil to low swell potential and one sample with a moderate swell potential. An overall low movement potential exists based on depth of existing stiff sandy clay and depth to ground water. For lots 1-4, residence basement footings should be designed for a maximum allowable bearing capacity of 1500 pounds per square foot (PSF) and residence garage footings sho�l�l be designed for a maximum allowable bearing capacity of 2000 PSF. Footings are B4010 �. Soils and Foundation Investigation Project No. 2091 Page 8 bottomed a minimum of 3 feet above ground water at a maximum depth (from existing grade in the location of the test boring on each lot) of 6.5 feet on Lot 1; 6 feet on Lot 2; 4.5 feet on Lot 3 and 2 feet on Lot 4. Footings should be covered with a minimum of 3 feet of soil for frost protection. Spread footing foundations should be designed and constructed to meet the following criteria. 1. All footings must be supported by native soil or properly compacted structural fill overlying native soil and must be a minimum of 3 feet above ground water elevation. Any soils loosened by the excavation or forming process should be removed from the footing areas prior to structural fill and/or concrete. Soils in the footing excavation should not be allowed to dry excessively. Drying of the soil can increase the movement potential. The footing excavations should be observed by a geotechnical engineer to confirm subsurface conditions. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads supporting columns. Larger sized or interrupted footings may be necessary depending on structure loads. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. Walls should be reinforced to span an unsupported length of 10 feet. Structural steel reinforcement should satisfy the appropriate building codes and the structural design. 4. Footings must be protected from frost action. Footings should be covered with a minimum of 3 feet of soil for frost protection. SLAB -ON -GRADE CONSTRUCTION The soils encountered include sandy clay with an overall low swell potential. Movement of slabs is possible, but presents a low risk for movement. We recommend con- struction of a structural floor system with a minimum 12 inch void below the floor in finished living areas if the owner is not willing to accept the risk of slab movement. A structural floor system is the only means of preventing floor movement. We do not recommend slab -on -grade construction be used in finished living areas if the owner is unwilling to accept the risk of slab movement. If the owner is willing to accept the risk of slab movement, the slabs cane e� Wh6aI Ridge constructed as "floating" slabs which are free to move in a vertical direction. The slabs should V0010" 164101119 Soils and Foundation Investigation Project No. 2091 Page 9 not be attached to interior or exterior bearing members. Risk for slab movement can be reduced by removal and replacement of subsoils with properly compacted structural fill, as indicated previously in this report. The following design and construction criteria should be used for slab -on -grade construction. 1. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted. 2. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. Slip joints should allow at least 1 inch of vertical movement. 3. Under -slab plumbing should be eliminated where feasible. Where such plumbing is unavoidable it should be thoroughly pressure tested during construction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the ductwork. The above design and construction criteria will not prevent movement, but will reduce damage if movement occurs. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade walls must be designed for lateral loads. For "active" conditions, the walls should be designed for an equivalent fluid pressure of 45 pounds per cubic foot (PCF). For "at rest" conditions, equivalent fluid pressures of 55 PCF should be used. These loads do not include swelling pressures, hydrostatic loads or surcharge loads such as sloping backfill or vehicles. Expansive soil should not be used for backfill. In the basement of the structure, a foundation drain should be installed as presented on either Figure 11 or Figure 12, to be determined based on the separation from the basement footing(s) to ground water. The foundation drain will reduce the risk of "wet basement" conditions and the buildup ofIN °t hydrostatic pressures. The foundation drain should lead to a positive gravity outlet or a surno'tR` O guildin9 pivi5ioil where water can be removed by pumping Soils and Foundation Investigation Project No. 2091 Page 10 A vapor barrier above the structural fill or soil layer is recommended below the basement slab due to very moist to wet underlying soils. SURFACE DRAINAGE The risk for wetting of foundation soils can be reduced by carefully planned and maintained surface drainage. The following precautions should be observed during construction and be maintained at all times after the structure(s) are completed. 1. Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. 2. Backfill adjacent to foundation walls should be moistened and compacted. Any settlement of backfill after completion of the structure should be repaired and positive drainage reestablished. 3. The ground surface surrounding the structure should be sloped to drain away from the structure in all directions. A minimum slope of 12 inches in the first 10 feet should be achieved and maintained after construction. 4. Roof downspouts and drains for the structure should discharge to the surface well beyond the limits of all backfill. Irrigated landscaping should not be placed within 10 feet of the foundation walls. 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes trap moisture and prevent normal evaporation from occurring. Geotextile fabrics are a suitable option to control weed growth and allow some evaporation. LIMITATIONS Although the borings were located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If subsurface conditions or the proposed construction differs from those described herein, we should be notified. Excavations should be observed by a representative of our office. The cost of ho construction observations is not included in this investigation and is billed separately per°I* eg® wilding Division Soils and Foundation Investigation Project No. 2091 Page 11 service agreement/proposal. An environmental assessment of the site is outside our scope of work for this project. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. Kordziel Engineering, Inc. JCK/jck 3 copies sent, ecopy sent City of Wheat Ridge swidin9 Division 3275 QUAIL STREET WHEAT RIDGE, CO KORDZIEL SCALE: V=100' DATE: 11-3-17 REV. DATE: DES. BY: JCK DRAWN BY: JCK SCALE 1"=100' —TH-4 — TH-3 TH-2 — TH-1 PROPOSED SITE PLAN AND LOCATION PROJECT NO. 2091 Building D FIGURE 1 3275 Quail Street - Barnhart y _ K . -- -Sub, mid—1 c. g. &. sw'hall be _ replaced with a 6" vertical gutter -- >-' --- z with $' attached monolithic yw sidewalk (walk to be aligned 2' f g; east ofnew ROW line) l s I I SG' strip int R( AA ded,-I,on alone Q -d Street f'omaee yds, it i '\ L Y BS+�I _♦ _, IROW s: ... Tong V 3 nd A- tr nuagc ME�y Itlil'�S Y'�liin N DISCLAIMER NOTICE: � � nnoezaz swe w�a ewreae eaao-,�zoaa osos ma�aar.w rewaa<nu�.,aoeoamY�aro T w. t Vntral fla�xa IWVOBa Ce�^oVaOhe n�lamaOn�Raiaiee upm lM acaraY. vwab,p+.b�a ` �aaeaW'are aWor%oi th¢Mwma4ons%ft n9wsla+s relavrsibaY. Tna cM of VAeat RU9e, m _ `- `°' .ierer�cwnrcmmo.aoa�om>,m,�m,a - are sage aca>am. na, ¢mo+ +ar ��a a� «tea mno�aa�aac,na:nreao„ rl.a aeren.y¢ a ao�aer•, s.��m'�.eu ua. ay��., arm•• caws.+we.eM�aeav*aia�za¢aan onn �amanar�aa r,nr�rema p,as� ywe ¢iy as c�aaw wa a..n.wes 75W9Rkge.CdnatlO w¢w�lf cwrmoreeoname meamOs. 150D West 2Ln Avenue assu�icns.ae re9i¢byaauan/wEe�O¢enCax � �raa sw.. su¢. Tna aa.a ms nbrmamn mw aaen..ry ana C09003J 8001 ��wy g� y�re reuryy,ga�WmrR 3aMetr¢uwm eanYaanameame ma W31. 5s66 Pjdge KORDZIEL SCALE: V=100' DATE: 11-3-17 REV. DATE: DES. BY: JCK DRAWN BY: JCK SCALE 1"=100' —TH-4 — TH-3 TH-2 — TH-1 PROPOSED SITE PLAN AND LOCATION PROJECT NO. 2091 Building D FIGURE 1 TH-1 TH-2 TH-3 TH-4 o-77 p 5 7/12 14/12 12/12 9 4/12 WC 25.4 WC 20.0 WC 12.7 — WC 16.6 5 DD 96 DID 110 DID 1190 DD=98 9 .. lo 9- 10 s 9i 9 8/12 6/12 p 3/12 5/12 0 WC 313 0 WC 30.3 9. WC 29.5 WC=35.610 — DD = 91 — DD = 86 200 = 67 200 = 64 ww LU 9 LL 2 w 15 2/12 4/12 7/12 = 5/12 w 15 7/12 25 5/12 12/12 50/1 35 EXPLANATIONS: ® FILL, CLAY, SANDY, SOFT TO MEDIUM CLAY, SANDY WITH SAND LENSES, SOFT STIFF,MOIST TO VERY MOIST, BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN CLAY, SANDY, STIFF, MOIST, BROWN ® SANDSTONE BEDROCK, VERY HARD, WET, LIGHT BROWN TO TAN XX/XX INDICATES THAT XX BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER XX INCHES 9 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN 9 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE �—i MEASUREMENT WAS TAKEN NOTES: 1. THE EXPLORATORY BORING WAS DRILLED ON 6-24-99 USING A 4 -INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRILLING RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 3. WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) Cit -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE, KORDZIEL SCALE: NTS Wheal DATE: 11-6-17 LOGS OF EXPLORATORY BORINGS REV. DATE: Building DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 8 7 6 5 O 4 Q 3 X W 2 -4 M -7 -8 40 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-1 at 4' Natural Dry Unit Weight = 96 PCF Natural Moisture Content = 25.4% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Ridge Building Division FIGURE 3 8 7 6 5 O 4 3 W 1 0 0 -1 —2 s~ O —3 —4 O U —5 M IVA —8 -L 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING I 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-1 at 9' Natural Dry Unit Weight = 91 PCF Natural Moisture Content = 31.3% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Ridge Building Division FIGURE 4 8 7 6 5 O 4 3 W 2 -4 Elm -7 -8 a. 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 4' Natural Dry Unit Weight = 110 PCF Natural Moisture Content= 20.0% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Ridgo Building Division FIGURE 5 8 7 6 5 O 4 s~ 3 X W 2 1 0 0 —1 —2 —4 O U —5 —6 —7 —8 4 0.1 NO MOVEMENT UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 9' Natural Dry Unit Weight = 86 PCF Natural Moisture Content = 30.3% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Rid9e Building Division FIGURE 6 8 7 6 5 W 2 -6 -7 -8 4- 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-3 at 4' Natural Dry Unit Weight = 119 PCF Natural Moisture Content = 12.7% -- PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Ridge Building Division FIGURE 7 100.0 90.0 80.0 70.0 e 60.0 .y 50.0 e V V L a 40.0 30.0 20.0 10.0 0.0 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.01 0.1 1 10 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 33% FINES 67% MOISTURE 29.5% DATE: NAME: PROJECT NO 11/6/2017 3275 Quail Street 2091 HOLE / SAMPLE TH-3 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) N/A 10 20 30 40 50 60 70 80 90 100 100 city of FIGURE 8 Wheat Ridge Building Division 8 7 6 5 O 4 3 W 2 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING -7 -8 0.1 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-4 at 4' Natural Dry Unit Weight = 98 PCF Natural Moisture Content = 16.6% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS 100 City of Wheat Ridge Building D'tvisian FIGURE 9 100.0 90.0 80.0 70.0 60.0 30.0 20.0 10.0 0.0 0.01 KORDZIEL ENGINEERING, INC. Gradation Test Results 4200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3 0.1 1 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 36% FINES 64% MOISTURE 35.6% DATE: 11/6/2017 NAME: 3275 Quail Street PROJECT NO.: 2091 10 HOLE / SAMPLE TH-4 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pc fl N/A 0 10 20 30 40 50 60 70 80 90 100 100 city of FIGURE 10 Wheat Ridgs Building Division IN v�V SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE DUIVALENT ;IC GRAVEL NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 City of KO RDZI E L SCALE: NTS DATE: 11-6-17 TYPICAL INTERIOR BASEMENT WALLBL'i Rvision REV. DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 11 7 BACKFILL MIRAFI 140N OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) 6"-8" MIN. CLEAN WASHED GRAVEL a6, p, oa.gpa 0. a 0600 O 0 • WALL OLYETHYLENE SHEETING .L INSTALL DRAIN - ABOVE THIS LINE MIRAFI 140N OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) SLAB trmWWi I k L6"-8" MINIMUM I 4 -INCH DIAMETER PERFORATED PVC PIPE MINIMUM CLEAN WASHED GRAVEL SLOPE OF 1/8" PER FOOT FOR RIGID PIPE MINIMUM SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE(TYP.) INSTALL DRAIN ABOVE LINE NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 City of Wheat Ridge KORDZIEL SCALE: NTS 4uilding Division DATE: 11-6-17 TYPICAL INTERIOR AND EXTERIOR REV. DATE: BASEMENT WALL DRAIN DES. BY: JCK DRAWN BY: JCK ENGINEERING, INc. PROJECT NO. 2091 FIGURE 12 0 R d W! y O t r d L N « C E mcx X CL G 'O m tIl w m S tWp Y ne�' .D 4>1 NCL O x; 3 L H J 7 S d j LL m e O Y N m ,,m, O C W- ha a 0° p• L.0 mSQ y R O E— a d m R O C 3 3 l°p E d m p w O y my Q N O �C 7 S 1L « jp C c C d w'o . 2 O E O Q 7 R n Ydl LL r Y O N C ei C L T N d d R n C V y Q T W V d O O C 3 C C C° le�i co a NN a O c C O Y j o l0 m 3 d N R O mCo laN. �Oy LL.OO.. LUmV�L «Lmy DppmuC LLo � : LLY R C md R l6 ¢m ._m-, pN Y 'LNp .oNU Qm vL> 9'O •(Q+1 CNdO REEL£N EO d iEE6 'NjO 6 y d m jO p p° d c�CL co �yNLo 0 O�> t LO~ m p, O O >w LLNy «LL `noz d CO o c $ LL n > Rtc1 0 :E o �o d R a R d m R m N ami N ;: w E t—�n m—° « p E n :; '" o N !� t0 L 5 to 0 o 0 d 9 N d CV d d L ry d L > C l0 m °r T O c°> d c 00 m> m N H 3 x covR LLUaJ a w a U °S v3 cim con x o z D 'omo o> ¢ c do w c° n o m Y� w, 4aw, dp , _ .^I I ^�� ; I ❑❑❑ toL 3-c °'D Lo3. Eda pn1aRC rnm �=off LJ�Roa N�E�=ami m m a R 0.0 R Z° N J w bOOa j a e 0 Om Q Qw ww oEm„cm, m> a9icU. moNLM� p h¢ w = K p o E t r C R Z o E D d a° LLQ w¢ Q LU r� z aOd v os 0) W U O r d m .� m m :mp_ X d v `O, C« Q m0 rt 2 �r�. LL ¢ teary t�mm0° —t0 ui wp ro Ln r'vrR rm3 rd—ao 0 n = F LL O ON 0 _0 LL 0 -1-a m PF4 O O r O O O r O O LO O LO N N City of I Wheat cOMMidge NITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 June 8, 2018 CkAr,�� OFFICIAL ADDRESS NO ATION NOTIFICATION is hereby given that the following address has been assigned to the propertylproperties as indicated below: CURRENT ADDRESS: 3275 Quail Street NEW ADDRESS: 3211.3239.3267 3291 Quail Street SUBDIVISION:_Ouail Creek Estates LOT(s): 1-4 SECTION: 28 NOTES:_This is a courtesy notification AUTHORIZED BY: DATE: GI $ Z 1 DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(a�'effco us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel&jeffco us and edelvnko@jeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.j.martinez(a usps gov and krissy.i.summerfield@usps.gov and arlene.a.vickreyAusps gov and billv.e.co ll(a)usps gov 8. Xeel Energy, sandra.cardenas(2—bxcelener com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.d.wheatridge.com s DATE: wore Seo � o Work Shop Den To who it may co ver ' 4373son St t, Denver Transcript i nfornation for Drain From: D Date. ave Brossma age Plans T o: Zac aey W day, June 2OroSsmanC�ci.w Cc. Sarah Barr allace <Z�,a/l - 2018 at 6:07 heatrid$e co. us> P Subject' Re. Q <sar h@)vestio,vorksho ci.wheatridge.co u f d 746-9 Co 80211 --- -- —_ 720-746-924i Hi Sarahor 1? P env • s - d ential per. com> �/hile s mit -quail Creek that i se civil Estates Cityst required wit drawings ar , P h the en t require toW sta will usnsure the pro must contain for single,fam. ensure t e the pio i°osa/ co tarn sufficient "y building per Grain ge use ,s grad t plan b th mplies with all elevations and mics, the plot plan us Thanks for �n Urt and plan• proPe IY and tg the permit r eviewly approved civil ursnflow arrows so Dave q tr►ngt that the drainage w, and also d plans. nage will f uring field inspections, unction per the approDevved Da mid F Br Phone l&FaXtReV'*e'V LS ► 303.23-5.2864 eer/CIt, Surj',e _..r.�" W6ity Uf LIC Wo'neat � On J Hi S un 20, 2018, at 4.03 P Grading M, Zackary Wallace g, erosion <zwailace need th n � e ci. whe atinforrnat nrelsand drainage pia acrid Thanks mitteq+ ns �r e.co.us> wrote: with t ere approved P a nerwailace Mende he'Widing Pe mi a s Part of the subdivision 303-23S_ 2 anon. n, so we do not 2852 t I ' City or �'pMMUN/7ti, _iQat ]� T Page Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 From: Sarah Barr <sarah@workshopdenver.com> Sent: Wednesday, June 20, 2018 2:33 PM To: Zackary Wallace <zwallace@ci.wheatridge.co.us> Subject: Re: Question for Residential Permit - Quail Creek Estates Hello, Zack: As you may have read, I am working on the Quail Creek Estates project. I am getting ready to submit an application for a building permit for a single family home on one of those lots. Do I need a separate civil drawing to include in the submittal? The subdivision is Quail Creek Estates and the specific address is 3267 Quail St. If you have any questions, please don't hesitate to ask. Thank you, Sarah Barr sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 4373 Jason St, Denver workshopdenver.com Communication and transcript documentation by Sarah Barr with Work Shop Denver. If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 2 of 2 W p g R S C O P O Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Drainage Plans From: Dave Brossman <dbrossman@ci.wheatridge.co.us> Date: Wednesday, June 20, 2018 at 6:07 PM To: Zackary Wallace <zwaIlace@ci.wheatridge.co.us> Cc: Sarah Barr <sarah@workshopdenver.com> Subject: Re: Question for Residential Permit - Quail Creek Estates Hi Sarah - While separate civil drawings aren't required for single-family building permits, the plot plan that is required with the permit must contain sufficient elevations and contours/flow arrows so City staff can ensure the proposal complies with all previously approved civil plans. PW staff will use the plot plan both during the Permit review, and also during field inspections, to ensure the lot is graded properly and that the drainage will function per the approved Drainage Report and Plan. Thanks for inquiring! Dave David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 City of *(,o'*Wh6at P is e PUBLIC WORKS On Jun 20, 2018, at 4:03 PM, Zackary Wallace <zwailace@ci.wheatridge.co.us> wrote: Hi Sarah, Grading, erosion control, and drainage plans were approved as part of the subdivision, so we do not need that information resubmitted with the building permit application. -inks, k Wallace Mendez ')852 City of h6 at idg jay D vvEtoPMENT Page 1 of 2 wogs s�o� 0 Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Fire District — West Metro Fire Protection June 18, 2018 — Life Safety Department — Melisa Gonzalez (303-989-4307 opt 1, 2) Our property, 3239 Quail St, is in the West Metro Fire District confirmed. Directed to Plans Examiner, Kelly Brooks, for requirements June 18, 2018 — Plans Examiner — Kelly Brooks (303-539-9705) Single family home as part of a new development. Development review is complete. No further review is needed for our project. Communication and transcript documentation by Sarah Barr with Work Shop Denver If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 1 of 1 Rev. 09/2017 RESIDENTIAL BuildinIZ Permit — Plan Review Worksheet Address: 1 L ,3 Cj Q 1.1 Ck a I �1, Zoning: Lot Size: 1 G 2 sq. ft. Lot Width: i C, ft. Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD L�C'k3 Subdivision: �1C�i ► �,� ��,,_,W_p Any conflict? (Y/N) Related Cases: U � CA -0 a- �CA-) Type of project (applicable survey conditions in parenthesis): Siccc,, Maximum Lot &erage: 2, ` % R 2 5 sq. ft. Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Proposed Improvements (footprints): House/addition: ;y 2), C-) sq. ft. Shed. sq. ft Detached Garage: sq. ft. Other: (,,, & (� . t) sq. ft. Total Existing sq. ft Propogd++Existing sq. ft Lot Coverage % tM Coveraje j p 3. SF- % Required Setbacks: FR �Cj S i 1j S 1 'cj R 15 Provided Setbacks: FR S 1 �.y� S Iy . 2 2 R 62..9 1Uct tat For additions or new construction, is the structure within 2 feet of minimum setbacks? � e S If yes, add surveying condition FND. Maximum Height: , � Fj ' ft. Maximum Size: N sq. ft. Proposed Height: ,3".1-J ft.*►V ted Sit Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) Q If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? _�3) 2.G1 t 8 If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. req' OU a..t -br--�_A c: Pim $"7' 1G1 S1 -0p+0 Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots New development *Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area - existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing 9 Curb A Gutter `)65 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, street�scape construction or fees -in -lieu will be required. PQ -C Sif:)f 5a, �� CCplzt�ctl CcL i -:)r 1D16_C) t MULTIFAMILY—Does the frontage meet current city standards? �� 31W119 If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Acce s Conditions (apply to all new driveways, garages, additions, or new homes/units) / For one and two-family dwellings, the first 25' of driveway area from the existing edge of Y pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. l For all uses, one access point per property is permitted. wIRY��Y Landscaping Conditions (apply to additions and new dwelling units) CK For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. 0c) i� Frontage of lot -tom— -width of driveway��, ) / 70 = N (round up for required trees) CXZ Cid � S tG<,,_.\ Street trees required: Street trees provided: �- Q! 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. E' In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit Not approved as an independent dwelling unit. " 0'0>_rt,c{ Ti t lc' Z J 2J 3 -Z f e-on5 O.U-YN t 2 Stephanie Stevens From: Stephanie Stevens Sent: Thursday, May 9, 2019 4:54 PM To: 'brad@workshopdenver.com'; 'sarah@workshopdenver.com' Subject: 3239 Quail St. (Permit #201900833) Hi Brad and Sarah, I'm in receipt of your building permit for a new single family residence located at 3239 Quail St. (Permit #201900833), and I am the assigned Planner reviewing for zoning compliance. Correct me if I'm wrong, but it looks like you used various spot elevations of the property as shown on sheet A.14 Site Drainage Plan for your height study. Height is actually measured from the average elevation of the finished grade of the building to the mean height level between eaves and ridge for a gable roof. Chimneys, vent pipes, etc. are exempt from these height limitations. Can you provide me with spot elevations at the foundation of each side of the building so I can check building height? Basically, you could just use what was provided on Sheet A.13 Foundation Plan, and add a spot elevation on the north side at foundation. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us IPT - 201 9 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Stephanie Stevens From: morgan workshopdenver.com <morgan@workshopdenver.com> Sent: Friday, May 10, 2019 9:58 AM To: brad workshopdenver.com Cc: Stephanie Stevens; sarah workshopdenver.com Subject: Re: 3239 Quail St. (Permit #201900833) Attachments: 3239 Quail St HEIGHT STUDY.pdf Hi Stephanie, After looking at the average final grade elevation points at the house it actually comes out to the number that we have on the height study. Please see the math done below and please see the attached PDF. I have highlighted the elevation points which I have used for the average. Please let me know if there is anything else! 5446+5447+5448+5449+5450+5451= 5448.5 Thank you, Morgan Bilger O. 720.746.9240 C. 818.324.8682 morgangworkshopdenver. com On May 10, 2019, at 9:08 AM, morgan workshopdenver.com <morgan(?workshopdenver.com> wrote: Hi Stephanie, If you don't mind giving me a call at your earliest convenience to discuss this, I would greatly appreciate it! Thank you, Morgan Bilger O. 720.746.9240 C. 818.324.8682 morgan&workshopdenver. com On May 9, 2019, at 5:49 PM, brad workshopdenver.com <bradga workshopdenver.com> wrote: Can you please address this. Thanks, Brad Weiman - Owner 303.949.5945 Work Shop Denver Workshopdenver.com Begin forwarded message: From: Stephanie Stevens<sstevens(a_)ci.wheatridge.co.us> Date: May 9, 2019 at 4:54:05 PM MDT To: "brad(a)workshopdenver.com" <brad(a)workshopdenver.com>, "sarah(a� orkshopdenver.com" <sarah(a)workshopdenver.com> Subject: 3239 Quail St. (Permit #201900833) Hi Brad and Sarah, I'm in receipt of your building permit for a new single family residence located at 3239 Quail St. (Permit #201900833), and I am the assigned Planner reviewing for zoning compliance. Correct me if I'm wrong, but it looks like you used various spot elevations of the property as shown on sheet A.14 Site Drainage Plan for your height study. Height is actually measured from the average elevation of the finished grade of the building to the mean height level between eaves and ridge for a gable roof. Chimneys, vent pipes, etc. are exempt from these height limitations. Can you provide me with spot elevations at the foundation of each side of the building so I can check building height? Basically, you could just use what was provided on Sheet A.13 Foundation Plan, and add a spot elevation on the north side at foundation. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us <image001.png> CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald HERS Projected Rating 4/18/2019 Rater ID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3239 Quail St Workshop Denver 3239 Quail St 151ECC Permit.blg Date: 4/19/2019 Windows and Skylights [ ] 2. Window: 0.32, 0.30 (64 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OA 4040 (4) Orientation: North Comments/ Location [ ] 3. Window: 0.32, 0.30 (13 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OB 5026 Orientation: West Comments/ Location [ ] 4. Window: 0.32, 0.30 (38 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 2676 (2) Orientation: East Comments/ Location [ ] 5. Window: 0.32, 0.30 (32 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 B 4080 Orientation: East Comments/ Location [ ] 6. Window: 0.32, 0.30 (42 s.f., Southeast), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1C 6666 Orientation: Southeast Comments/ Location [ ] 7. Window: 0.32, 0.30 (25 s.f., Southeast), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1D 31066 Orientation: Southeast Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Green Your Home City of Wheat e dgo? 9 Building Division 2012 IECC Building UA Compliance Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather:Denver Intl AP, CO 3239 Quail St 3239 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 4/18/2019 RaterID:0001739 Green Your Home Elements Insulation Levels This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature dm�4 Date 19 April 2019 City of REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. Wheat Ridge © 1985-2018 NORESCO, Boulder, Colorado. Building Division 2012 IECC As Designed Shell UA Check Ceilings: 64.0 62.0 Above -Grade Walls: 199.5 186.9 Windows and Doors: 333.0 328.2 Floors Over Ambient: 14.6 9.6 Basement Walls: 117.3 110.5 Overall UA (Design must be equal or lower): 728.3 697.2 Mandatory Requirements Shell UA Check PASSES Duct Insulation R -Value Check (per Section 403.2.1) PASSES Window U -Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Leakage (Section 403.2.2) PASSES Mechanical Ventilation (Section 403.5) PASSES Mechanical Ventilation Fan Efficacy (Section 403.5.1) PASSES Mandatory Requirements Check Box (2012 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature dm�4 Date 19 April 2019 City of REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. Wheat Ridge © 1985-2018 NORESCO, Boulder, Colorado. Building Division RESNET Home Energy Rating Standard Disclosure For home located at: 3239 Quail St City: Wheat Ridge State: CO 1. N The Rater or Rater's employer is receiving a fee for providing the rating on this home. Green Your Home NIn addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. [1 The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer 5. F1 This home has been verified under the provisions of Chapter 6, Section 603 'Technical Requirements for Sampling of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Colleen Fitz -Gerald Rater's Printed NN7aammee 0001739 Certification # April 19, 2019 Rater's Signature Date REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. RESNET ForR%66-2 Wheat Ridge Building Division Energy Code Inspection Checklist Property Organization Workshop Denver Green Your Home 3239 Quail St 720-628-7290 Wheat Ridge, CO Colleen Fitz -Gerald Weather:Denver Intl AP, CO Builder 3239 Quail St Workshop Denver 3239 Quail St 151ECC Permit.blg Building Information Conditioned Area (sq ft) 4582 Conditioned Volume (cubic ft) 49485 Insulated Shell Area (sq ft) 10910 HERS Projected Rating 4/18/2019 RaterID:0001739 Registry ID: Date: 4/19/2019 Green Your Home The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Green Your Home's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: R-38 Attic (2460 s.f.) R-23.0 continuous insulation, R-15.0 cavity insulation. Name: Cathedrahzed Insulation Grade: 1 II III Face /Inset Comments/ Location Above -Grade Walls [ ] 1. Wall: R-23 (4030 s.f.), Between conditioned space and ambient R-0.5 continuous insulation, R-23.0 cavity insulation. Name: AGW Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Wall: R-23 (215 s.f.), Between conditioned space and garage R-0.5 continuous insulation, R-23.0 cavity insulation. Name: Garage Wall Insulation Grade: 1 II III Comments/ Location Windows and Skylights Window -to -Wall Area Ratio: 0.23 [ ] 1. Window: 0.32, 0.30 (30 s.f., Southeast), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OA 5030 (2) Orientation: Southeast Comments/ Location Face /Inset City o/ REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. Whecd lyidg® © 1985-2018 NORESCO, Boulder, Colorado. Building Divisioq Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3239 Quail St 720-628-7290 4/18/2019 Wheat Ridge , CO Colleen Fitz -Gerald Rater ID:0001739 Registry ID: Greeome n Your H Weather:Denver Intl AP, CO Builder 3239 Quail St Workshop Denver 3239 Quail St 151ECC Permit.blg Date: 4/19/2019 Windows and Skylights [ ] 8. Window: 0.32, 0.30 (20 s.f., Southwest), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 E 5020 (2) Orientation: Southwest Comments/ Location [ ] 9. Window: 0.32, 0.30 (25 s.f., Northwest), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1D 31066 Orientation: Northwest Comments/ Location [ ] 10. Window: 0.32, 0.30 (42 s.f., Northwest), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1C 6666 Orientation: Northwest Comments/ Location [ ] 11. Window: 0.32, 0.30 (72 s.f., Northwest), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 9080 NANA Orientation: Northwest Comments/ Location [ ] 12. Window: 0.32, 0.30 (72 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 9080 NANA Orientation: West Comments/ Location [ ] 13. Window: 0.32, 0.30 (23 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 F 3076 Orientation: West Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 City of This information does not constitute any warranty of energy costs or savings. dd © 1985-2018 NORESCO, Boulder, Colorado. Wh�°age�? 9 Building Division Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3239 Quail St 720-628-7290 4/18/2019 I Wheat Ridge , CO Colleen Fitz -Gerald Rater ID:0001739 ` Registry ID: Green ome Your H Weather:Denver Intl AP, CO Builder 3239 Quail St Workshop Denver 3239 Quail St 151ECC Permit.blg Date: 4/19/2019 Windows and Skylights [ ] 14. Window: 0.32, 0.30 (30 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1G 5060 Orientation: South Comments/ Location [ ] 15. Window: 0.32, 0.30 (30 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 G 5060 Orientation: West Comments/ Location [ ] 16. Window: 0.32, 0.30 (60 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 H 5060 (2) Orientation: West Comments/ Location [ ] 17. Window: 0.32, 0.30 (20 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 11 10020 Orientation: North Comments/ Location [ ] 18. Window: 0.32, 0.30 (54 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: U 9060 Orientation: North Comments/ Location [ ] 19. Window: 0.32, 0.30 (8 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1X 4020 Orientation: South Comments/ Location City o/ REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 whGotRicfgo This information does not constitute any warranty of energy costs or savings. Q 1985-2018 NORESCO, Boulder, Colorado. BuitclinSPage 4 of 9 Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather:Denver Intl AP, CO 3239 Quail St 3239 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 4/18/2019 RaterID:0001739 Registry ID: Date: 4/19/2019 Windows and Skylights [ ] 20. Window: 0.32, 0.30 (42 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2A 8052 Orientation: East Comments/ Location [ ] 21. Window: 0.32, 0.30 (10 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2B 2640 Orientation: West Comments/ Location [ ] 22. Window: 0.32, 0.30 (30 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2C 5060 Orientation: South Comments/ Location [ ] 23. Window: 0.32, 0.30 (17 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2D 5616 (2) Orientation: South Comments/ Location [ ] 24. [ ] 25. Window: 0.32, 0.30 (8 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2D 5616 Orientation: West Comments/ Location Window: 0.32, 0.30 (30 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2E 5656 Orientation: West Comments/ Location Green Your Home City of REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 the This information does not constitute any warranty of energy costs or savings. Qi Rid . © 1985-2018 NORESCO, Boulder, Colorado.Buildin-P��e 5 of 9 S vision Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather:Denver Intl AP, CO 3239 Quail St 3239 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 4/18/2019 Rater ID:0001739 Registry ID: Date: 4/19/2019 Windows and Skylights [ ] 26. Window: 0.32, 0.30 (30 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2E 5656 Orientation: North Comments/ Location [ ] 27. Window: 0.32, 0.30 (20 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2F 10020 Orientation: North Comments/ Location [ ] 28. Window: 0.32, 0.30 (15 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2G 3026 (2) Orientation: North Comments/ Location [ ] 29. Window: 0.32, 0.30 (54 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2H 9060 Orientation: North Comments/ Location [ ] 30. Window: 0.32, 0.30 (10 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 212050 Orientation: East Comments/ Location [ ] 31. Window: 0.32, 0.30 (8 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2J 4020 Orientation: South Comments/ Location Doors [ ] 1. Door: Therma-Tru (48 s.f.), R -Value 3.7 Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. l Green Your Home City of Wheat Ridge Page 6 of 9 Building Division Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather: Denver Intl AP, CO 3239 Quail St 3239 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver Doors [ ] 2. Door: 1-3/4 Wd solid core (20 s.f.), R -Value 2.1 Comments/ Location HERS Projected Rating 4/18/2019 Rater ID:0001739 Registry ID: Date: 4/19/2019 Frame Floors [ ] 1. Floor: R-51 Foam/Batt (443 s.f.), Between conditioned space and ambient conditions R-0.5 continuous insulation, R-51.0 cavity insulation. Name: Cantilevers Insulation Grade: 1 II III Face /inset Comments/ Location Slab Floors [ ] 1. Slab: Uninsulated (1121 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Bsmt Floor Insulation Grade: 1 II III Face /Inset Comments/ Location Foundation Walls [ ] 1. Wall: R-13 2x4x24 (2226 s.f.), Between conditioned space and ambient/ground R-0.5 interior continuous insulation, R-13.0 interior cavity insulation, R-0.0 exterior insulation. Name: Bsmt Walls Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Wall: R-13 2x4x24 (226 s.f.), Between conditioned space and garage/ground R-0.5 interior continuous insulation, R-13.0 interior cavity insulation, R-0.0 exterior insulation. Name: Bsmt Walls @Garage Insulation Grade: 1 II III Face /inset Comments/ Location Rim and Band Joists [ ] 1. Joist: 1st/2nd Band (190 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: 1st/2nd Band Insulation Grade: 1 II III Face /inset Comments/ Location City of REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. WhegtRidge © 1985-2018 NORESCO, Boulder, Colorado. Page 7 of 9 Building Division Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald HERS Projected Rating 4/18/2019 RaterID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3239 Quail St Workshop Denver 3239 Quail St 151ECC Permit.blg Date: 4/19/2019 Mechanical Equipment [ ] 1. Heating: Fuel -fired air distribution, Natural gas, 95.0 AFUE. Make and Model Number [ ] 2. Heating: Fuel -fired air distribution, Natural gas, 95.0 AFUE. Make and Model Number [ ] 3. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number [ ] 5. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 98 cfm, 24.0 hrs/day, 14.0 watts. System description (make) Green Your Home Air Leakage Control [ ] Blower Door Test at Final [ ] House is air -sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2474) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. City of Wheat Rid9e Page 8 of 9 Building Division Energy Code Inspection Checklist Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather:Denver Intl AP, CO 3239 Quail St 3239 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 4/18/2019 RaterID:0001739 Registry ID: Date: 4/19/2019 Duct Leakage (if not exempt from testing) [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA Duct Leakage Code Requirements for IECC 20091ECC: Notes Postconstruction Leakage Test: Duct Leakage to Outdoors — 8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage — 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Green Your Home City of Wheat Ridge Building I Isioof 9 n 1st Floor Job M 3239 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 WebReps LLC. 1880 82nd Avenue Suite #203 Vero Beach, FL 32966 Phone: 800-810-3280 manualj@webrepsusa.com Scale: 1 : 115 Page 1 Right -Suite@ Universal 2019 19.0.05 RSU 16998 2019 -Apr -24 13:56:36 \2nd 10\8 3239 Quail Street.rup Basement 10x6 186 cfm Job M 3239 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 WebReps LLC. 1880 82nd Avenue Suite #203 Vero Beach, FL 32966 Phone: 800-810-3280 manualj@webrepsusa.com 8x4 40 cfm City Of Wheat Ridge Building Division Scale: 1 : 115 Page 2 Right -Suite® Universal 2019 19.0.05 RSU16998 2019 -Apr -24 13:56:36 ...\2nd 10\8 3239 Quail Street.rup 2nd Floor Job M 3239 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 WebReps LLC. 1880 82nd Avenue Suite #203 Vero Beach, FL 32966 Phone: 800-810-3280 manualj@webrepsusa.com City of Wheat Ridge Building Division Scale: 1 : 115 Page 3 Right -Suite® Universal 2019 19.0.05 RSU16998 2019 -Apr -24 13:56:36 ...\2nd 10\8 3239 Quail Street. rup Duct System Summary Job: 3239 Quail Street Date: April 22nd, 2019 1ST FLOOR AC 1 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Aienue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Name Heating Cooling External static pressure 0.59 in H2O 0.59 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/ return available pressure 0.282 /0.078 in H2O 0.282 /0.078 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual airflow 1350 cfm 1350 cfm Total effective length (TEL) h 1706 65 482 ft 0.075 Name Design (Btuh) Htg 0m) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 1050 40 6 0.093 4.0 Ox 0 ShMt 69.5 235.0 st3C BATH 1 h 663 25 7 0.122 4.0 Ox 0 ShMt 61.5 170.0 st3B BEDROOM h 1706 65 34 0.075 4.0 Ox 0 ShMt 77.3 300.0 st3E DINING ROOM c 1935 46 98 0.124 5.0 Ox 0 ShMt 47.3 180.0 st3B DINING ROOM -A c 1935 46 98 0.144 5.0 Ox 0 ShMt 35.0 160.0 st3A ENTRY c 2263 99 115 0.116 5.0 Ox 0 ShMt 53.5 190.0 st3B FLEX SPACE h 2035 78 10 0.142 4.0 Ox 0 ShMt 48.5 150.0 st3A GAME ROOM h 4860 186 62 0.075 7.0 Ox 0 ShMt 75.3 300.0 st3E KITCHEN c 2338 92 119 0.179 7.0 Ox 0 ShMt 27.3 130.0 st3 LIVING ROOM c 2598 110 132 0.167 7.0 Ox 0 ShMt 28.3 140.0 st3 LIVING ROOM -A c 2598 110 132 0.289 7.0 Ox 0 ShMt 2.5 95.0 LIVING ROOM -B c 2598 110 132 0.248 7.0 Ox 0 ShMt 18.7 95.0 MUD ROOM h 605 23 3 0.096 4.0 Ox 0 ShMt 68.5 225.0 st3C OFFICE c 1607 69 82 0.088 5.0 Ox 0 ShMt 75.3 245.0 st3D OFFICE -A c 1607 69 82 0 0 Ox 0 ShMt 0 0 PANTRY c 1051 40 53 0.137 4.0 Ox 0 ShMt 35.8 170.0 st3A PLAYROOM c 1959 67 100 0.092 5.0 Ox 0 ShMt 59.8 245.0 st3D STAIR HALL c 1619 76 82 0.125 5.0 Oxo ShMt 54.8 170.0 st3B city at -- wrightsoft 20T9h�i7'2411 :�a ,M,,,,..,,,,„,,,,,,,,,,,,,N Rig ht -Su ite® Universal 2019 19.0.05 RSU16998 Page 1 A /+ ...hop Denvert2019t2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Load Short Form WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Htg Clg Infiltration Outside db (°F) -3 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 73 17 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -36 HEATING EQUIPMENT Area Make n/a Clg load HtgAVF Trade n/a (w) Model n/a (Btuh) (cfm) AHRI ref. n/a 2ND FLOORAC 2 1548 Efficiency n/a 600 Heating input n/a 3035 Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 cfm Air flow factor 0 cfmBtuh Static pressure 0 in H2O Space thermostat n/a in H2O COOLING EQUIPMENT Area Make n/a Clg load HtgAVF Trade n/a (w) Cond n/a (Btuh) (cfm) Coil n/a 2ND FLOORAC 2 1548 AHRI ref. n/a 11199 600 Efficiency n/a 3035 Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (w) (Btuh) (Btuh) (cfm) (cfm) 2ND FLOORAC 2 1548 19747 11199 600 600 1ST FLOOR AC 1 3035 35350 26519 1350 1350 Entire House 4582 55097 37353 1950 1950 Other equip loads 6889 1253 Equip. @ 1.00 RSM 38606 Latent cooling 14402 T(1TA1 Q AG47 G4 r14G G4nn4 Ancn ncn Calculations approved byACCA to meet all requirements of Manual J 8th Ed. F CRY of , Wheat Ridge - wrightsoft"' lmip4mla:1 ............. Right-Suite(D Universal 2019 19.0.05 RSU16998 P 1 ACCK ...hop Denver\2019\2nd 10\8 3239 Quail Shreet.rup Calc= MJ8 Front Door faces: N Load Short Form Job: 3239 Quail Street Date: April 22nd, 2019 1ST FLOOR AC 1 By: Craig C. Brooks WebREFS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CPG54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Htg Clg Infiltration Outside db (°F) -3 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 73 17 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make York Area OF) Htg load (Btuh) Make Johnson Controls, Unitary Products- Commercial Trade YORK BY JOHNSON CONTROLS Trade JOHNSON CONTROLS GAME ROOM Model TM9E080C16MP11 4860 1223 Cond YCE421321 62 AHRI ref 7118701 21 0 Coil CF/CM/CU60D+TM9E080C16MP11+TXV 0 0 BR CLOSET 30 AHRI ref 8438314 0 Efficiency 95AFUE BEDROOM Efficiency 12.3 EER, 14.5 SEER 1706 Heating input 80000 Btuh Sensible cooling 31185 Btuh Heating output 77000 Btuh Latent cooling 9315 Btuh Temperature rise 63 °F Total cooling 40500 Btuh Actual airflow 1350 cfm Actual airflow 1350 cfm Airflowfactor 0.038 cfm/Btuh Airflowfactor 0.051 cfm/Btuh Static pressure 0.59 in H2O Static pressure 0.59 in H2O Space thermostat 67 100 Load sensible heat ratio 0.77 220 ROOM NAME Area OF) Htg load (Btuh) Clg load (Btuh) HtgAVF (Cfm) CIgAVF (CfM) GAME ROOM 545 4860 1223 186 62 STOR CLOSET 21 0 0 0 0 BR CLOSET 30 0 0 0 0 BEDROOM 169 1706 665 65 34 BATH 75 1050 110 40 6 FLEX SPACE 280 2035 206 78 10 MUD ROOM 148 605 66 23 3 CLOSET 26 0 0 0 0 PLAYROOM 138 1760 1959 67 100 OFFICE 220 3594 3215 137 164 BATH 1 51 663 142 25 7 COAT CLOSET 19 0 0 0 STAIR HALL C A ITm\/ 227 .1 AO 1988 7GhA 1619 77&113 76 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -Suite® Universal 2019 19.0.05 RSU16998 fiCCi, ...hop Denver12019\2nd10\8 3239 Quail Street.rup Calc =MJ8 Front Door faces: N 99 of ea Wear R;,a DINING ROOM 168 2423 3869 93 15i PANTRY 33 1054 1051 40 53 KITCHEN 261 2400 2338 92 119 LIVING ROOM 516 8617 7794 329 397 1ST FLOORAC 1 3035 35350 26519 1350 1350 Other equip loads 4657 2276 Equip. @ 1.00 RSM 28795 Latent cooling 8641 -rt-)TA I c 3035 40007 3743 6 1350 1350 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft° Right -Suite® Universal 2019 19.0.05 RSU16998 ACCK ...hop Denver\2019t2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N 13:53:11 Load Short Form We61ZEPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Design Information Htg Clg Infiltration Outside db (°F) -3 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 73 17 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make York Area (ft2) Htg load (Btuh) Make Johnson Controls, Unitary Products - Commercial Trade YORK BY JOHNSON CONTROLS Trade JOHNSON CONTROLS KIDS CLOSET Model TM9E040A10MP11 0 0 Cond YCE181321 0 AHRI ref 7137317 188 3414 Coil CF/CM/CU30A+TM9E040A10MP11+TXV 104 100 MECH AHRI ref 8435659 0 Efficiency 95AFUE 0 Efficiency 12.5 EER, 15.3 SEER 173 Heating input 40000 Btuh Sensible cooling 13860 Btuh Heating output 38000 Btuh Latent cooling 4140 Btuh Temperature rise 70 °F Total cooling 18000 Btuh Actual airflow 600 cfirn Actual airflow 600 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.054 cfmBtuh Static pressure 0.57 in H2O Static pressure 0.57 in H2O Space thermostat 456 30 Load sensible heat ratio 0.77 HISA CLOSET ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIgAVF (cfm) KIDS CLOSET 30 0 0 0 0 KIDS BEDROOM 188 3414 1870 104 100 MECH 14 0 0 0 0 MASTER BATH 173 1824 501 55 27 M WC 20 37 23 1 1 MASTER SUITE 323 4574 2559 139 137 HALLWAY 238 1761 1203 54 64 LINEN STORAGE 29 0 0 0 0 HER CLOSET 68 981 456 30 24 HISA CLOSET 56 1339 618 41 33 LAUNDRY 74 190 632 6 34 KIDS BATH 55 1129 257 34 14 KIDS BEDROOM 2 188 3073 2390 93 V1nC ('I rICGT 7 in r1 n n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft� , Right-SuiteVUniversal 201919.O.OSRSU16998 ,04C( lA ...hop Denver\2019\2nd10\8 3239 Quail Street.rup Calc=MJ8 FrontDoorfaces: N 13:53:11 nQM O ATM" n cn ,Inn nnn rVOU D/'11 Rfl L OL I,FLO 0:7U 4J 3/ 2ND FLOORAC 2 1548 19747 11199 600 600 Other equip loads 4889 2390 Equip. @ 1.00 RSM 13589 Latent cool i ng 4076 -rn-rAI C 1CA2 ']AG']G I7GGC Gnn Gnn I J�tV -VJV I I VVJ VVV VUV C"d Calculations approved byACCA to meet all requirements of Manual J 8th ��.. 1rig,,, tso t" Right-Suite(D Universal 2019 19.0.05 RSU16998 ho Denvert2019\2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N 20-2413:53:11 Page 5 Manual S Compliance Report WebP,EPS IST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd !venue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CA1;54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions 28795 Outdoor design DB: 91.7°F Outdoor design WB: 59.8°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 28795 Btuh Latent gain: 8641 Btuh Total gain: 37436 Btuh Estimated airflow: 1350 cfm Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Entering coil DB: 76.97 Entering coil WB: 62.1°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Johnson Controls, U Model: YCE42B21+CF/CM/CU60D+TM9E080C16MP11+TXV Actual airflow: 1350 cfm Sensible capacity: 31185 Btuh 108% of load Latent capadty: 9315 Btuh 108% of load Total capacity: 40500 Btuh 108% of load SHR: 77% Design Conditions Outdoor design DB: -3.07 Heat loss: 40007 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: York Model: TM9E080C16MP1'. Actual airflow: 1350 cfm Output capacity: 77000 Btuh 192% of load Meets all requirements ofACCA Manual S. wrightsoft- Right -Suite® Universal 2019 19.0.05 RSU16998 ACCP....hop Denver\2019\2nd 10\8 3239 Quail Streetrup Calc= MJ8 Front Door faces: N Entering coil DB: 67.9°F Temp. rise: 50 °F City of 2019 -Apr -2413:53:18 Wheat RidgAge 1 Building Division Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st3C PeakAVF 450 287 0.075 736 10.8 8 x 11 ShtMetl st3B st3D PeakAVF 387 278 0.075 773 10.2 8 x 9 ShtMetl st3C st3E PeakAVF 251 96 0.075 752 8.7 8 x 6 ShtMetl st3D st3B PeakAVF 696 590 0.075 737 12.8 8 x 17 ShtMetl st3A st3A PeakAVF 861 752 0.075 674 13.8 8 x 23 ShtMetl st3 st3 PeakAVF 1062 1004 0.075 683 14.9 8 x 28 ShtMetl Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct MA Trunk rb1 Ox 0 1350 1350 104.7 0.075 579 16.3 14x 24 ShMt City of wrightsoft" .2019 -Apr -2413:53:18 .Right-Suite®Universal201919.0.05RSU16998 Wtl@Qfl2idc�ge2 ACCP, . .ho p Den ver�2019�2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Manual S Compliance Report 2ND FLOOR AC 2 WeibREPS 1-800-810-3280 WebReps LLC. 1880 82nd !Venue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Outdoor design DB: 91.7°F Sensible gain: 13589 Btuh Entering coil DB: 80.1°F Outdoor design WB: 59.8°F Latent gain: 4076 Btuh Entering coil WB: 62.4°F Indoor design DB: 75.0°F Total gain: 17665 Btuh Indoor RH: 50% Estimated airflow: 600 cIrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Johnson Controls, U Model: YCE18B21+CF/CM/CU30A+TM9E040A10MP11+TXV Actual airflow: 600 cIrn Sensible capacity: 13860 Btuh 102% of load Latent capacity: 4140 Btuh 102% of load Total capacity: 18000 Btuh 102% of load SHR: 77% Heating Equipment Design Conditions design DB: -3.0°F Heat loss: 24636 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Actual airflow: 600 cfm Output capacity: 38000 Btuh Meets all requirements ofACCA Manual S. Model: TM9E040A10MP11 154% of load Entering coil DB: 63.8°F Temp. rise: 50 °F ere p UF W ightsoft- 2019-Ppr-2413:53:18 ^t . 11-.r1-1--- , , Right -Suite@ Universal 2019 19.0.05 RSU16998 Page t RCCA ...hop Denver\2019\2nd 10\8 3239 Quail StreetCalc = MJ8 Front Door faces: N wheal Ridge Building Division Duct System Summary WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CN -54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.57 in H2O 0.23 in H2O 0.34 in H2O 0.263 / 0.077 in H2O 0.127 in/100ft 600 cfm K:1:.] Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Cooling 0.57 in H2O 0.23 in H2O 0.34 in H2O 0.263 /0.077 in H2O 0.127 in/100ft 600 cfm Name Design (Btuh) Htg (cfm) Clg (Cfm) Design FR Diam (in) H x W (in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk HALLWAY c 1203 54 64 0.149 4.0 Ox 0 ShMt 26.3 150.0 st1 HER CLOSET h 981 30 24 0.127 4.0 Oxo ShMt 37.8 170.0 st1A HISACLOSET h 1339 41 33 0.133 4.0 Ox 0 ShMt 48.3 150.0 st1A KIDS BATH h 1129 34 14 0.142 4.0 Ox 0 ShMt 25.3 160.0 st2A KIDS BEDROOM h 3414 104 100 0.168 5.0 Ox 0 ShMt 16.8 140.0 st2 KIDS BEDROOM 2 c 2390 93 128 0.146 7.0 Ox 0 ShMt 30.3 150.0 st2A KISDBATRH2 h 1426 43 37 0.145 4.0 Oxo ShMt 31.8 150.0 st2A LAUNDRY c 632 6 34 0.187 4.0 Ox 0 ShMt 11.0 130.0 st2 M WC c 23 1 1 0.170 4.0 Ox 0 ShMt 14.8 140.0 st1 MASTER BATH h 1824 55 27 0.172 4.0 Oxo ShMt 23.0 130.0 st1 MASTER SUITE h 4574 139 137 0.133 6.0 Oxo ShMt 37.8 160.0 st1A _ wrightsoft" ~' ..hop Denvert2019�2nd 10 8 Rig ht -Su ite@ Universal 2019 19.0.05 RSU16998 A--01 .\2ndV \8 3239 Quail Street.rup Calc=MJ8 FrontDoorfaces: N ?019-2413:53:18 O �9m Page 3 10. 7 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 320 287 0.127 639 8.6 8 x 9 ShtMel st1A PeakAVF 209 195 0.127 754 7.3 8 x 5 ShtMel st1 st2 PeakAVF 280 313 0.142 626 8.3 8 x 9 ShtMel st2A PeakAVF 171 179 0.142 804 6.7 8 x 4 ShtMel st2 _ wrightsoft" ~' ..hop Denvert2019�2nd 10 8 Rig ht -Su ite@ Universal 2019 19.0.05 RSU16998 A--01 .\2ndV \8 3239 Quail Street.rup Calc=MJ8 FrontDoorfaces: N ?019-2413:53:18 O �9m Page 3 10. 7 Name Grille Size (in) Htg (Cfm) Clg (Cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mat Trunk rb2 Ox 0 600 600 60.5 0.127 561 10.8 14x 11 ShMt 9- �,, * wrigF�tsoft�' '�-2413:52%8 M. ��,,:,,�,�,,,..,,,...,,,�:.," Right-Suite®Universal 201919.0.05RSU18998 eQ• 201 0/ Page4 RCCA ...hop Denver12019\2nd 1018 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Q o,L�s�O Construction descriptions Component Constructions U -value Job: 3239 Quail Street Htg KN Entire House Gain Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. ft'-°F/Btuh Plan: 3239 Quail Street 1-800-810-3280 Btuh Walls 3842 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 450 Project Information 203 Bg wall, heavy damp soil, 2N4" wood int fan, concrete wall, r-4 ins, r-13 For: Brad Weiman, Workshop Denver 13.0 4.96 4873 0.58 4100 Jason Street, Denver, CO 80211 cav ins, 10" thk, 1/2" gypsum board int fnsh e 904 0.068 Phone: 720-746-9240 4.96 4487 0.58 526 Email: morgan@workshopdenver.com nw 116 Design Conditions 13.0 4.96 Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 13.0 Design TD (°F) 73 17 Latitude: 40'N 2412 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KN Loss Clg HTM Gain 0.58 ft' Btuh/ft''F ft'-°F/Btuh Btuh/ft' Btuh BtUNft' Btuh Walls 3842 0.58 450 sw 203 Bg wall, heavy damp soil, 2N4" wood int fan, concrete wall, r-4 ins, r-13 n 982 0.068 13.0 4.96 4873 0.58 571 cav ins, 10" thk, 1/2" gypsum board int fnsh e 904 0.068 13.0 4.96 4487 0.58 526 �rve 9 Soft"' 2019 -Apr -2413:53 11 ACC.P....hop Den P 019 ,� �..,,. �� Right-Suite®Universal 2019 19.0.05 RSU16998 YJheat _ wry t d10\83239QuailStreet.rup Calc =MJ8 Front Door faces: N gilding Division se 231 0.068 13.0 4.96 1145 0.58 134 S 774 0.068 13.0 4.96 3842 0.58 450 sw 203 0.068 13.0 4.96 1008 0.58 118 w 939 0.068 13.0 4.96 4662 0.58 546 nw 116 0.068 13.0 4.96 574 0.58 67 all 4148 0.068 13.0 4.96 20590 0.58 2412 Partitions 12C-0sw 379 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 40 0.320 0 23.4 934 10.0 401 dr outr, air gas, vnl fan mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass s 16 0.320 0 23.4 374 12.0 193 (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht sw 20 0.320 0 23.4 459 16.0 315 all 76 0.320 0 23.4 1768 12.0 909 2 glazing, dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 15 0.320 0 23.4 350 10.0 150 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 13 0.320 0 23.4 292 27.3 341 all 28 0.320 0 23.4 642 17.9 491 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 48 0.320 0 23.4 1121 10.0 482 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht w 10 0.320 0 23.4 234 29.2 292 all 58 0.320 0 23.4 1355 13.3 773 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 30 0.320 0 23.4 707 10.0 303 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 30 0.320 0 23.4 707 30.0 908 all 61 0.320 0 23.4 1413 20.0 1211 �rve 9 Soft"' 2019 -Apr -2413:53 11 ACC.P....hop Den P 019 ,� �..,,. �� Right-Suite®Universal 2019 19.0.05 RSU16998 YJheat _ wry t d10\83239QuailStreet.rup Calc =MJ8 Front Door faces: N gilding Division 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 108 0.320 0 23.4 2523 10.0 1083 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated 1.61 4214 1.05 2768 774 0 0 0 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass s 60 0.320 0 23.4 1402 13.8 827 (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht w 90 0.320 0 23.4 2102 30.2 2718 0.020 all 258 0.320 0 23.4 6027 17.9 4628 10B -v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 48 0.320 0 23.4 1121 22.1 1061 NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green a 32 0.320 0 23.4 748 30.7 983 grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht w 48 0.320 0 23.4 1121 22.1 1061 nw 71 0.320 0 23.4 1666 23.6 1682 all 199 0.320 0 23.4 4656 24.0 4788 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 10 0.320 0 23.4 234 29.8 298 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 42 0.320 0 23.4 972 29.9 1243 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 35 0.320 0 23.4 818 30.5 1067 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht w 18 0.320 0 23.4 409 30.5 534 all 53 0.320 0 23.4 1226 30.5 1601 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, se 26 0.320 0 23.4 607 24.4 633 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated se 42 0.320 0 23.4 987 24.4 1029 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass nw 25 0.320 0 23.4 595 23.6 600 (0.23); 2 ft overhang (6.5 ft window ht, 1 ft sep.); 6.67 ft head ht nw 42 0.320 0 23.4 987 23.6 997 all 136 0.320 0 23.4 3176 24.0 3260 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 17 0.320 0 23.4 385 12.0 199 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 8 0.320 0 23.4 190 23.9 194 all 25 0.320 0 23.4 575 16.0 393 Doors (none) Ceilings 1613-30ad Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" gypsum board int fnsh Floors 19C-19cscp Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 16 0 0 0 0 0 0 2624 0.022 49.0 1.61 4214 1.05 2768 774 0 0 0 0 0 0 350 0 0 0 0 0 0 all 1124 0 0 0 0 0 0 1121 0.020 13.0 0.73 818 0 0 45 0.020 13.0 0.73 33 0 0 350 0.020 13.0 0.73 256 0 0 all 1516 0.020 13.0 0.73 1107 0 0 City of ' WPIghtSoft Rig ht-Suite®Universal201919.0.05 RSU16998 WHQ,'&9M,V:53:11 Page 2 �+C� ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Construction descriptions Component Constructions U -value Job: 3239 Quail Street Fltg HTM IST FLOOR AC 1 Gain Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. ft''F/Btuh Plan: 3239 Quail Street 1-800-810-3280 Btuh Walls 1771 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 207 Project Information 203 Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 For: Brad Weiman, Workshop Denver 13.0 4.96 3123 0.58 4100 Jason Street, Denver, CO 80211 cav ins, 10" thk, 1/2" gypsum board int fnsh a 618 0.068 Phone: 720-746-9240 4.96 3066 0.58 359 Email: morgan@workshopdenvercom nw 116 Design Conditions 13.0 4.96 Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 13.0 Design TD (°F) 73 17 Latitude: 40°N 1629 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Fltg HTM Loss Clg HTM Gain 0.58 ft' Btulvt''F ft''F/Btuh Btulvt' Btuh BtulVt' Btuh Walls 1771 0.58 207 sw 203 Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 629 0.068 13.0 4.96 3123 0.58 366 cav ins, 10" thk, 1/2" gypsum board int fnsh a 618 0.068 13.0 4.96 3066 0.58 359 se 231 0.068 13.0 4.96 1145 0.58 134 s 357 0.068 13.0 4.96 1771 0.58 207 sw 203 0.068 13.0 4.96 1008 0.58 118 w 650 0.068 13.0 4.96 3225 0.58 378 nw 116 0.068 13.0 4.96 574 0.58 67 all 2802 0.068 13.0 4.96 13911 0.58 1629 Partitions 12C-0sw 379 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 20 0.320 0 23.4 467 10.0 201 dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass s 8 0.320 0 23.4 187 12.0 96 (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.), 6.67 ft head ht sw 20 0.320 0 23.4 459 16.0 315 all 48 0.320 0 23.4 1113 12.8 612 2 glazing, dr outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/4" thk: 2 glazing, w 13 0.320 0 23.4 292 27.3 341 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 48 0.320 0 23.4 1121 10.0 482 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 54 0.320 0 23.4 1261 10.0 542 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass s 30 0.320 0 23.4 701 13.8 413 (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht w 90 0.320 0 23.4 2102 30.2 2718 all 174 0.320 0 23.4 4065 21.1 3673 +m C, .x 4 wrightsoft�� ,_ 9019-AOr+2413:53:11 _ Rig hl -Su ite®Universal 2019 19.0.05 RSU16998 a Page 3 �C� ..ho Den p ver12019t2nd 10\B 3239 Quail Street.rup Calc = MJ8 Front Door faces: N O 2 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 48 NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green a 32 grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht w 48 748 nw 71 0.320 all 199 2 glazing, dr outr, air gas, vnlfrm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, a 35 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated 0 23.4 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass 23.6 1682 (0.23); 2 ft overhang (7 ft window ht, 1 ft sep.), 6.67 ft head ht 0 23.4 4656 w 18 0.320 all 53 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, se 26 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated se 42 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass nw 25 (0.23); 2 ft overhang (6.5 ft window, ht, 1 ft sep.); 6.67 ft head ht 0 23.4 1226 nw 42 0.320 all 136 Doors (none) Ceilings 1613-30ad Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" gypsum board int fnsh Floors 19C-19cscp Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 0.320 0 23.4 1121 22.1 1061 0.320 0 23.4 748 30.7 983 0.320 0 23.4 1121 22.1 1061 0.320 0 23.4 1666 23.6 1682 0.320 0 23.4 4656 24.0 4788 0.320 0 23.4 818 30.5 1067 0.320 0 23.4 409 30.5 534 0.320 0 23.4 1226 30.5 1601 0.320 0 23.4 607 24.4 633 0.320 0 23.4 987 24.4 1029 0.320 0 23.4 595 23.6 600 0.320 0 23.4 987 23.6 997 0.320 0 23.4 3176 24.0 3260 16 0 0 0 0 0 0 1076 0.022 49.0 1.61 1728 1.05 1135 774 0 0 0 0 0 0 1121 0.020 13.0 0.73 818 0 0 45 0.020 13.0 0.73 33 0 0 all 1166 0.020 13.0 0.73 851 0 0 City of wry htsOft"' �gqj&&#(UaE3:11 ..Denver X01 g�2V� Right-Suite®Universa1201919.0.05 RSU16998 Page4 1. �M p nd 10\8 3239 QuailStreet.rup Calc=MJ8 FrontDoorfaces: N Building Division Construction descriptions Component Constructions Area Job: 3239 Quail Street Insul R 2ND FLOOR AC 2 Loss Clg HTM Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. ft' Plan: 3239 Quail Street 1-800-810-3280 BtuhV Btuh Btuh/ft' 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Walls 15 0.320 Project Information 23.4 350 For: Brad Weiman, Workshop Denver Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 4100 Jason Street, Denver, CO 80211 353 0.068 13.0 Phone: 720-746-9240 1750 0.58 205 Email: morgan@workshopdenvercom a 286 0.068 Design Conditions 4.96 1421 Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 4.96 Design TD (°F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 23.4 187 ft' Btuh/ft''F ft''F/Btuh BtuhV Btuh Btuh/ft' Btuh Walls 15 0.320 0 23.4 350 10.0 150 Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 n 353 0.068 13.0 4.96 1750 0.58 205 cav ins, 10" thk, 1/2" gypsum board int fnsh a 286 0.068 13.0 4.96 1421 0.58 166 s 417 0.068 13.0 4.96 2071 0.58 243 w 290 0.068 13.0 4.96 1437 0.58 168 all 1346 0.068 13.0 4.96 6679 0.58 782 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht s all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w dr outr, air gas, vnl frim mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 20 0.320 0 23.4 467 10.0 201 8 0.320 0 23.4 187 12.0 96 28 0.320 0 23.4 654 10.6 297 15 0.320 0 23.4 350 10.0 150 10 0.320 0 23.4 234 29.2 292 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 30 0.320 0 23.4 707 10.0 303 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 30 0.320 0 23.4 707 30.0 908 all 61 0.320 0 23.4 1413 20.0 1211 {{�� City of _ 20 �i :11 ~' hop Rig ht-Suite®Universal 201919.0.05RSU16998 P 9e5 J4C� m 0192nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 54 0.320 0 23.4 1261 10.0 542 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht s 30 0.320 0 23.4 701 13.8 413 all 84 0.320 0 23.4 1962 11.4 955 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 10 0.320 0 23.4 234 29.8 298 dr outr, air gas, vnl fan mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen, foreground = green grass (0.23); 2 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 42 0.320 0 23.4 972 29.9 1243 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 17 0.320 0 23.4 385 12.0 199 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 8 0.320 0 23.4 190 23.9 194 all 25 0.320 0 23.4 575 16.0 393 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 1548 0.022 49.0 1.61 2486 1.05 1633 gypsum board int fnsh Floors 19G19cscp 350 0 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 350 0.020 13.0 0.73 256 0 0 City of Wrl ght90t- 2"r�-24 13:53:11 ta Rig ht -Su ite® Universal 2019 19.0.05 RSU16998 l- hop Denver\20192nd 108 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Component Constructions GAME ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd A/enue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Insul R Htg KM For: Brad Weiman, Workshop Denver Area U -value Insul R Htg KM 4100 Jason Street, Denver, CO 80211 Gain ft' Phone: 720-746-9240 ft''F/Btuh Btuh/ft' Btuh Stuh/ft' Email: morgan@workshopdenver.00m Walls Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US 13.0 Indoor temperature (°F) 70 75 Elevation: 5430 ft cav ins, 10" thk, 1/2" gypsum board int fnsh Design TD (°F) 73 17 Latitude: 40°N 4.96 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 123 Daily range (°F) - 28 ( H ) Method Simplified 4.96 Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg HTM Gain ft' BtuNft'-'F ft''F/Btuh Btuh/ft' Btuh Stuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 147 0.068 13.0 4.96 728 0.58 85 cav ins, 10" thk, 1/2" gypsum board int fnsh s 128 0.068 13.0 4.96 637 0.58 75 w 211 0.068 13.0 4.96 1046 0.58 123 all 486 0.068 13.0 4.96 2411 0.58 282 Partitions (none) Windows 2 glazing, droutr, air gas, vnl frm mat, drinnr, 1/4" gap, 1/4" thk: 2 glazing, w 13 0.320 0 23.4 292 27.3 341 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, droutr, air gas, vnlfrm mat, drinnr, 1/4" gap, 1/4" thk: 2 glazing, n 48 0.320 0 23.4 1121 10.0 482 droutr, air gas, vnlfml mat, drinnr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 545 0.020 13.0 0.73 398 0 0 city of Wriig, Oft- 201J9or-9413:53:11 �C�. p 192nd1.,,,,,.." U, - Fig Universal 201919.0.05RSU16998 *110 k t ��Page7 .r ...ho Denver\20 0\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building I)w1sion Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 STOR CLOSET By: Craig C. Brooks WebREFS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh Or Area 1.1 -value Insul R Mg HTM Loss Clg HTM Gain ft' Btuhift''F WF/Btuh Btuh/ft' Btuh Btuhtft' Btuh 21 0.020 13.0 0.73 15 wr ightsoft" ti: � 1,204 9 P*r 2d 13:53:11 Right -Suite® Universal 2019 19.0D5 RSU16998 Page 8 ,4(—(::K .hop Denver\2019\2nd 10\8 3239 Quail St eet.rup Calc= MJ8 Front Door faces: N Building Division Design Conditions Location: Indoor: Heating Cooling Denverinterrlationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh Or Area 1.1 -value Insul R Mg HTM Loss Clg HTM Gain ft' Btuhift''F WF/Btuh Btuh/ft' Btuh Btuhtft' Btuh 21 0.020 13.0 0.73 15 wr ightsoft" ti: � 1,204 9 P*r 2d 13:53:11 Right -Suite® Universal 2019 19.0D5 RSU16998 Page 8 ,4(—(::K .hop Denver\2019\2nd 10\8 3239 Quail St eet.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions BR CLOSET WebREPS WebReps LLC. 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area 11.11 -value Insul R Htg HTM Loss Clg KM Gain ft' Btullt�'F ft?'F/Btuh BtuNft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 n 38 0.068 13.0 4.96 189 0.58 22 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 30 0.020 13.0 0.73 22 0 0 -*-- wt,, ,2019-PAr-2413:53:11 wr�gF�t o 9 .,,,.„., ft „ .Right-SuiteC�Universa1201919.0.05RSU16998 Page Ar -CK ...hop Denver\2019\2nd 1018 3239 Quail Street.rup Calc = MJ8 Front Door faces: N p.%VjSloPs guildin9 Component Constructions BEDROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Cooling Denver Intemationa, CO, US For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com ]Psinn Cnnditin Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg KM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btuhv t�'F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 13.0 4.96 Daily range (°F) - 28 (H ) Method Simplified 121 Wet bulb (°F) - 60 Construction quality Tight 70 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 13.0 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft' Btuhv t�'F ft''F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'5x4" wood int fan, concrete wall, r-4 ins, r-13 n 126 0.068 13.0 4.96 625 0.58 73 cav ins, 10" thk, 1/2" gypsum board int fnsh e 121 0.068 13.0 4.96 601 0.58 70 all 247 0.068 13.0 4.96 1226 0.58 144 Partitions (none) Windows (none) Doors (none) Ceilings 1613-30ad 10 0 0 0 0 0 0 Floors Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 169 0.020 13.0 0.73 123 0 0 _ wriiht50ft"' 2019 -Apr -2413:53:11 RCCA . 9 2nd 1018 Right -Suite® Universal 2019 19.0.05 RSU16998 Page 10 9 ..hop Denver�201 3239 Quail Street.rup Calc = MJ8 Front Door faces: N 1110 Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd A/enue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Dpsinn Cenditia Location: 0 Indoor: Heating Cooling Denver International, CO, US 49.0 Indoor temperature (°F) 70 75 Elevation: 5430 ft 13.0 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft''F/Btuh BtulVft' Btuh BtuhHN Btuh Walls Bg wall, heavy damp soil, 2'k4" wood int frm, concrete wall, r-4 ins, r-13 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings 1613-30ad Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh e 102 0.068 13.0 4.96 507 0.58 s 67 0.068 13.0 4.96 330 0.58 all 169 0.068 13.0 4.96 837 0.58 7 0 0 0 0 0 2 0.022 49.0 1.61 2 1.05 75 0.020 13.0 0.73 55 0 59 39 98 0 2 0 City of w r ightsoft`° 201,9,Ppr-2413:53:11 CCK ...hop Den Rig ht -Su ite® Universal 2019 19.0.05 RSU16998 Page 11 ver�2019�2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Component Constructions FLEX SPACE LWebREPS WebReps LLC. 1-800-810-3280 Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Heating For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg WM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btuh/ft''F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 13.0 4.96 Daily range (°F) - 28 (H ) Method Simplified 154 Wet bulb (°F) - 60 Construction quality Tight 90 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 13.0 Construction descriptions or Area U -value Insul R Rg KM Loss Clg WM Gain ft' Btuh/ft''F WF/Btuh BtuNft' Btuh BtuNft' Btuh Walls Bg wall, heavy damp soil, 2'SK4" wood int fnn, concrete wall, r-4 ins, r-13 e 154 0.068 13.0 4.96 766 0.58 90 cav ins, 10" thk, 1/2" gypsum board int fnsh w 154 0.068 13.0 4.96 766 0.58 90 all 309 0.068 13.0 4.96 1533 0.58 180 Partitions 12C-Osw 164 0 0 0 0 0 0 Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 8 0.022 49.0 1.61 13 1.05 8 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 280 0.020 13.0 0.73 205 0 0 Wrl g o J-Ajir-2413:53:11 1 ,hYS fY 2(9IRight-Suite@ Universal 2019 19.0.05 RSU16998 Page 12 ACC{ ...hop Denver\2019\2nd 10\8 3239 Quail Strtreet.rup Calc= MJ8 Front Door faces: N Building Division Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HM Gain ft' Btuh/t''F ft''F/Btuh BtutVk' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 93 0.068 13.0 4.96 459 0.58 54 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw 160 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors (none) 0 0 0 ,� rl htsoft", S„t2019-PjiF2*13:53:11 lg: P ,hop DeNvertz�0 Right -Suite® Universal 2019 19.0.05 RSU16998 Page 13 .. 192nd 10\8 3239 QuailStreet.rup Calc =MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street MUD ROOM Date: April 22nd, 2019 By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CPC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HM Gain ft' Btuh/t''F ft''F/Btuh BtutVk' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 93 0.068 13.0 4.96 459 0.58 54 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw 160 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors (none) 0 0 0 ,� rl htsoft", S„t2019-PjiF2*13:53:11 lg: P ,hop DeNvertz�0 Right -Suite® Universal 2019 19.0.05 RSU16998 Page 13 .. 192nd 10\8 3239 QuailStreet.rup Calc =MJ8 Front Door faces: N Building Division Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuYYft''F ft''F/Btuh Btuh/ft' Btuh Btu[Vt' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int fan, concrete wall, r-4 ins, r-13 n 23 0.068 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 13.0 4.96 112 0.58 13 •w,_ tsoft"' >� he,20t9=Apr-2413:53:11 ~r ..hop Denwer�2019' I Right -Suite® Universal 2019 19.0.05 RSU16998 Page 14 9 ACCK . \2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street CLOSET Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuYYft''F ft''F/Btuh Btuh/ft' Btuh Btu[Vt' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int fan, concrete wall, r-4 ins, r-13 n 23 0.068 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 13.0 4.96 112 0.58 13 •w,_ tsoft"' >� he,20t9=Apr-2413:53:11 ~r ..hop Denwer�2019' I Right -Suite® Universal 2019 19.0.05 RSU16998 Page 14 9 ACCK . \2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 PLAYROOM By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@v✓ebrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft?'F ft"F/Btuh BtutVft' Btuh BtulVt' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r11 ins, r-13 n 66 0.068 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 54 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) 13.0 4.96 328 0.58 38 0 23.4 1261 10.0 542 City of Ad- wrlghtsoft 101taapr2413:53:11 �. „.,, ,,.. Right -Suite® Universal 2019 19.0.05 RSU16998 Page 15 AC(:A hop Denver12019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD ('F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range ('F) - 28 (H ) Method Simplified Wet bulb (F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft?'F ft"F/Btuh BtutVft' Btuh BtulVt' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r11 ins, r-13 n 66 0.068 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 54 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) 13.0 4.96 328 0.58 38 0 23.4 1261 10.0 542 City of Ad- wrlghtsoft 101taapr2413:53:11 �. „.,, ,,.. Right -Suite® Universal 2019 19.0.05 RSU16998 Page 15 AC(:A hop Denver12019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions WebREPS OFFICE 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Location: Or Indoor: Heating Denver International, CO, US Htg HTM Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N BtulVft' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtUNft''F ft'-°F/Btuh BtulVft' Btuh Btu[Vft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 118 0.068 13.0 4.96 583 0.58 68 cav ins, 10" thk, 1/2" gypsum board int fnsh s 63 0.068 13.0 4.96 310 0.58 36 w 100 0.068 13.0 4.96 496 0.58 58 all 280 0.068 13.0 4.96 1390 0.58 163 Partitions (none) Windows 2 glazing, dr outr, airgas, vnl frm mat, dr innr, 1/4" gap, 1/4"thk: 2 glazing, n 20 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 60 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 4 0.020 _ wrightsoft^ .. Den � � Right-SuiteC�Universal 201919.0.05 RSU16998 hop ACCP.. ver�2019�2nd10\8 3239 Quail Street.rup Calc=MJ8 FrontDoorfaces: N 0 23.4 467 10.0 201 0 23.4 1402 30.2 1812 13.0 0.73 3 0 0 City of WhE,cy21219,-P -2413:53:11 Page 16 Building Division Component Constructions WebR EPS BATH 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Location:. Or Indoor: Heating Denverinternationa, CO, US Htg HTM Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N Stuh/ft' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft'-°F/Btuh Stuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 20 0.068 13.0 4.96 99 0.58 12 cav ins, 10" thk, 1/2" gypsum board int fnsh s 60 0.068 13.0 4.96 295 0.58 35 all 80 0.068 13.0 4.96 395 0.58 46 Partitions 12C 0sw 55 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 12.0 96 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft vAndow ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) - . ',„ .q, ,,. - Right -Suite@ Universal 201919.0.05RSU16998 N/h ,:�,Qt1 �4Page 11 wrightso a, „�.,..,, ., ,.. Page 17 ACCP....hop Denver12019\2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 COAT CLOSET By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr4b) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft'-'F/Btuh BtuNft' Btuh Btu[V t' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 2 0.022 49.0 1.61 gypsum board int fnsh Floors (none) 4 1.05 .47 VVt wrightsoft 2019 -Apr -2413:53:11 ACCP....hop Denver120192 Right -Suite® Universal 2019 19.0.05 RSU16998 Page 18 ~' M nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. ooks WebREPS STAR HALL p n: 3239 Quail Street 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: or Indoor: Heating Cooling Denver Intemationa, CO, US Loss cig FM Indoor temperature (°F) 70 75 Elevation: 5430 It Btuh/ft''F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 13.0 4.96 Daily range (°F) - 28 (H ) Method Simplified 45 Wet bulb (°F) - 60 Construction quality Tight 26 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 13.0 Construction descriptions or Area u -value Insul R Htg FM Loss cig FM Gain droutr, air gas, vnl frm mat, drinnr, 1/4" gap, 1/4"thk; NFRC rated ft' Btuh/ft''F ft''F/Btuh BtuNft' Btuh Btuh/ft Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 40 0.068 13.0 4.96 199 0.58 23 cav ins, 10" thk, 1/2" gypsum board int fnsh w 45 0.068 13.0 4.96 223 0.58 26 Doors all 85 0.068 13.0 4.96 422 0.58 49 Partitions (none) Windows 2 glazing, droutr, air gas, vnl frm mat, drinnr, 1/4" gap, 1/4"thk: 2 glazing, s 30 0.320 0 23.4 701 13.8 413 droutr, air gas, vnl frm mat, drinnr, 1/4" gap, 1/4"thk; NFRC rated (SHGG-0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht w 30 0.320 0 23.4 701 30.2 906 all 60 0.320 0 23.4 1402 22.0 1319 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 10 0.022 49.0 1.61 16 1.05 10 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 2 0.020 13.0 0.73 1 0 0 City of Wheat Ridge to24.. . ,` � w .g Soft'r $W1 ! r-13:53:11 ACCP+ ..hop Denver�201�92nd10 Right -Suite@ Universal 2019 19.0.05 RSU16998 Page 19 \8 3239 Quail Street.rup Calc =MJ8 Front Door faces: N Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btu1Vt' Btuh BtutVft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 77 0.068 13.0 4.96 382 0.58 45 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 48 0.320 0 23.4 1121 22.1 1061 NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 35 0.320 0 23.4 818 30.5 1067 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 77 0.022 49.0 1.61 124 1.05 81 gypsum board int fnsh Floors (none) Cay of 4"_"t Ridge t 9 t90R" 2019 -Apr -2413:53:11 ...hop Den1ver\201 Right -Suite® Universal 2019 19.0.05 RSU16998 � - rig ~- t2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N B.ilding pivt age 20 Component Constructions Job: 3239 Quail Street ENTRY Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Aaenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btu1Vt' Btuh BtutVft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 77 0.068 13.0 4.96 382 0.58 45 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 48 0.320 0 23.4 1121 22.1 1061 NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 35 0.320 0 23.4 818 30.5 1067 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 77 0.022 49.0 1.61 124 1.05 81 gypsum board int fnsh Floors (none) Cay of 4"_"t Ridge t 9 t90R" 2019 -Apr -2413:53:11 ...hop Den1ver\201 Right -Suite® Universal 2019 19.0.05 RSU16998 � - rig ~- t2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N B.ilding pivt age 20 Component Constructions DINING ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Indoor temperature (°F) For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 (H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or Area U -value Insul R Htg FM Loss Clg HTM Gain ft' BtuNWF ft''F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 w 95 0.068 13.0 4.96 469 0.58 55 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; w 48 0.320 0 23.4 1121 22.1 1061 NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 18 0.320 0 23.4 409 30.5 534 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 168 0.022 49.0 1.61 270 1.05 177 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 8 0.020 13.0 0.73 6 0 0 City of Wheat Ridge –P�F WrightSOft'" 2019 -Fpr -2413:53:11 — 1,-- Right -Suite® Universal 2019 19.0.05 RSU1 6998 Page 21 ACCA ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Construction descriptions Component Constructions Area Job: 3239 Quail Street Insul R PANTRY Loss Clg HM Date: April 22nd, 2019 By: Craig C. WebREPS 0.73 ft' Brooks ft'°F/Btuh WebReps LLC. Btuh BtulVt' Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project• • n For: Brad Weiman, Workshop Denver 13.0 4.96 99 0.58 4100 Jason Street, Denver, CO 80211 cav ins, 10" thk, 1/2" gypsum board int fnsh e 18 Phone: 720-746-9240 13.0 4.96 89 0.58 Email: morgan@workshopdenver.com all 38 Design Conditions 13.0 4.96 Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg HM Gain 13.0 0.73 ft' Btuhlft''F ft'°F/Btuh Btuh/ft' Btuh BtulVt' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 n 20 0.068 13.0 4.96 99 0.58 12 cav ins, 10" thk, 1/2" gypsum board int fnsh e 18 0.068 13.0 4.96 89 0.58 10 all 38 0.068 13.0 4.96 189 0.58 22 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 32 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 33 0.022 gypsum board int fnsh Floors 19C-19cscp 31 0 Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 0 0.020 0 23.4 748 30.7 983 49.0 1.61 53 1.05 35 0 0 0 0 0 13.0 0.73 0 0 0 Wheat Ridge t_ wry�h 11is Of • Right-Suite®Universal 2019 19.0.05 RSU16998 2019 -Apr -24 13:53:11 ACC% ..hop Denver 019\2nd 108 3239 SIOn Quail Street.rup Calc = MJ8 Front Door faces: N Construction descriptions Component Constructions Area Job: 3239 Quail Street Insul R KITCHEN Loss Clg HTM Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. ft' Plan: 3239 Quail Street 1-800-810-3280 BtutVft' Btuh Btulh& Btuh 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver Bg wall, heavy damp soil, 2'k4" wood int frm, concrete wall, r-4 ins, r-13 e 125 4100 Jason Street, Denver, CO 80211 13.0 4.96 621 0.58 Phone: 720-746-9240 cav ins, 10" thk, 1/2" gypsum board int fnsh se 166 Email: morgan@workshopdenver.com 13.0 4.96 825 0.58 Design Conditions W Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature ('F) 70 75 Elevation: 5430 ft all Design TD ('F) 73 17 Latitude: 40'N 4.96 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range ('F) - 28 ( H ) Method Simplified Wet bulb ('F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Mg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'-'F/Btuh BtutVft' Btuh Btulh& Btuh Walls Bg wall, heavy damp soil, 2'k4" wood int frm, concrete wall, r-4 ins, r-13 e 125 0.068 13.0 4.96 621 0.58 73 cav ins, 10" thk, 1/2" gypsum board int fnsh se 166 0.068 13.0 4.96 825 0.58 97 W 45 0.068 13.0 4.96 223 0.58 26 all 336 0.068 13.0 4.96 1669 0.58 195 Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 261 0.022 49.0 1.61 419 1.05 275 gypsum board int fnsh Floors 19C-19cscp 256 0 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 2 0.020 13.0 0.73 2 0 0 City o1 _ _�_Fw 9h t5C"z WA 1 , .11-1- Right -Suite® Universal 2019 19.0.05 RSU16998 Page 2,CON, ...hopDenv 9\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N pi\'ision guildin9 Component Constructions LIVING ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Cooling Denver Intemationa, CO, US For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg KM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btuhlft''F Design TD (°F) 73 17 Latitude: 40°N Btuh Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr4b) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 64 0.068 Daily range (°F) - 28 (H ) Method Simplified 37 Wet bulb (°F) - 60 Construction quality Tight 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 1682 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg KM Gain 315 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated ft' Btuhlft''F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (SHGC=0.30); 50% outdoor insect screen; foreground = green grass Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r4 ins, r-13 se 64 0.068 13.0 4.96 320 0.58 37 cav ins, 10" thk, 1/2" gypsum board int fnsh sw 203 0.068 13.0 4.96 1008 0.58 118 1682 nw 116 0.068 13.0 4.96 574 0.58 67 all 383 0.068 13.0 4.96 1902 0.58 223 Partitions (none) Windows 2 glazing, dr outr, air gas, vnifrm mat, dr innr, 1/4" gap, 1/4" thk 2 glazing, sw 20 0.320 0 23.4 459 16.0 315 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, nw 71 0.320 0 23.4 1666 23.6 1682 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, se 26 0.320 0 23.4 607 24.4 633 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated se 42 0.320 0 23.4 987 24.4 1029 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass nw 25 0.320 0 23.4 595 23.6 600 (0.23); 2 ft overhang (6.5 ft window ht, 1 ft sep.); 6.67 ft head ht nw 42 0.320 0 23.4 987 23.6 997 all 136 0.320 0 23.4 3176 24.0 3260 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 516 0.022 49.0 1.61 828 1.05 544 gypsum board int fnsh Floors 19C-19cscp 487 0 0 0 0 0 0 ho DW 9 sof , 2019-Fpr-241353�{1q1® ^' -.1. 1-11r9t2 , .,.,..,�.,,,, Right -Suite® Universal 2019 19.0.05 RSU16998 WhecoJ10 ACCP.. p nd t 0\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N �9 gUilding pivision Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 29 0.020 13.0 0.73 OW °i wheat R1d9e -n Ad-Wrightsofta �uti 13:53:11 ........, .., Right -Suite® Universal 2019 19.0.05 RSU16998 H Page25 ACCK ...hop Denver\2019\2nd 1018 3239 Quail Streetrup Calc= MA Front Door faces: N Component Constructions We6REFS KIDS BEDROOM 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Location: Or Indoor: Heating Denver Intemationa, CO, US Mg HM Indoor temperature (°F) 70 Elevation: 5430 ft 0 Design TD (°F) 73 Latitude: 40°N Btuh/ft' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area U -value Insul R Mg HM Loss Clg KM Gain 0 0 ft' Btuhtft''F ft'-°F/Btuh Btuh/ft' Btuh Btuh/t' auh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 n 54 0.068 13.0 4.96 270 0.58 32 cav ins, 10" thk, 1/2" gypsum board int fnsh e 115 0.068 13.0 4.96 573 0.58 67 all 170 0.068 13.0 4.96 843 0.58 99 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 54 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen, foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 cell ins, 1/2" gypsum board int fnsh Floors 19C-19cscp 10 0.320 188 0.022 188 0 0 23.4 1261 10.0 542 0 23.4 234 29.8 298 49.0 1.61 302 1.05 198 0 0 0 0 0 Gd'I 0% wrigF,itsof ; 2019 -Apr -24 13:53:11 ,..,,.,,,..,,,,,,,,,,,,,,,,,,, Right-Suite®Universa1201919.0.05RSU16998 � ,,,,page26 ACCP....hop Denver12019\2nd 1018 3239 Quail Streetrup Calc= MJ8 FrontDoorfaces: N ®,vXs V.501 `9 Component Constructions KIDS CLOSET We6REPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 73 Design TD ('F) For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range ('F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD ('F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft?'F/Btuh Bluhff2 Btuh BtuWft' Btuh Walls Bg wall, heavy damp soil, 2'k4" wood int frm, concrete wall, r-4 ins, r-13 n 36 0.068 13.0 4.96 179 0.58 21 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 30 0.022 49.0 1.61 48 1.05 31 gypsum board int fnsh Floors 19C-19cscp 21 0 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 1 0.020 13.0 0.73 0 0 0 City of yfheot Ridge r. Wright50ft, 2019 -Apr -2413:53:11 ~IRight-Suite® Universal 2019 19.0.05 RSU16998 ACOA . hop Denvert20192 nd10\8 3239 Quail Street.rup Calc =MJ8 Front Door faces N BwfdingOtl�� i Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 MECH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd ,venue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CP1;54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft-'F ft'-"F/Btuh Btuh/k' Btuh Btu[Vft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 14 0.022 49.0 1.61 22 1.05 15 gypsum board int fnsh Floors 19C-19cscp 10 0 0 0 0 0 0 City of Wheat Ridge wrightsoft" 26%1% 4i 291000.SIon �- Right-Suitee Universal 2019 19.0.05 RSU16998 Page 28 .4CC*- ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Construction descriptions Or Area U -value Insul R F tg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft'-'F/Btuh Btuh/ft' Btuh BtuhtW Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 n 138 0.068 13.0 4.96 685 0.58 80 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 15 0.320 0 23.4 350 10.0 150 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 173 0.022 49.0 1.61 278 1.05 183 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 9 0.020 13.0 0.73 7 0 0 wri htsuft 2019 -Apr -2413:53:11 g,,..,.,,,,....,,,.,.,.,, Right -Suite® Universal 201919.0.05RSU16998 P e 29 ACC ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Divisio�9 Component Constructions Job: 3239 Quail Street MASTER BATH Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R F tg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft'-'F/Btuh Btuh/ft' Btuh BtuhtW Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 n 138 0.068 13.0 4.96 685 0.58 80 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 15 0.320 0 23.4 350 10.0 150 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 173 0.022 49.0 1.61 278 1.05 183 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 9 0.020 13.0 0.73 7 0 0 wri htsuft 2019 -Apr -2413:53:11 g,,..,.,,,,....,,,.,.,.,, Right -Suite® Universal 201919.0.05RSU16998 P e 29 ACC ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Divisio�9 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft' Btuh/ft''F ft''F/Btuh BtuNft2 Btuh BtuNft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 20 0.022 49.0 1.61 gypsum board int fnsh Floors (none) 33 1.05 RX wheat Ridge 1!> r2", �. Pp tt'1 gee t wrlght Right-Suite®Universa1201919.0.05RSU16998 BUttf�Sr?� -.. SO ACCP. ..hop Denvert2019t2nd 10 Page 30 3239 Quail Calc Front Door faces: N Component Constructions Job: 3239 Quail Street M WC Date: April 22nd, 2019 By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft' Btuh/ft''F ft''F/Btuh BtuNft2 Btuh BtuNft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 20 0.022 49.0 1.61 gypsum board int fnsh Floors (none) 33 1.05 RX wheat Ridge 1!> r2", �. Pp tt'1 gee t wrlght Right-Suite®Universa1201919.0.05RSU16998 BUttf�Sr?� -.. SO ACCP. ..hop Denvert2019t2nd 10 Page 30 3239 Quail Calc Front Door faces: N Component Constructions WebREPS MASTER SUITE 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Location: Or Indoor: Heating Denver Internationa, CO, US Htg HM Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N BtutVft' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area Ll -value Insul R Htg HM Loss Clg WM Gain dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated ft' Btulvft' OF ft''F/Btuh BtutVft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int fret, concrete wall, r-4 ins, r-13 n 124 0.068 13.0 4.96 616 0.58 72 cav ins, 10" thk, 112" gypsum board int fnsh s 19 0.068 13.0 4.96 95 0.58 11 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated w 112 0.068 13.0 4.96 557 0.58 65 (SHGC=0.30); 50% outdoor insect screen; foreground = green grass all 255 0.068 13.0 4.96 1267 0.58 148 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 20 0.320 0 23.4 467 10.0 201 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n 30 0.320 0 23.4 707 10.0 303 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 30 0.320 0 23.4 707 30.0 908 all 61 0.320 0 23.4 1413 20.0 1211 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 323 0.022 49.0 1.61 519 1.05 341 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 32 0.020 13.0 0.73 23 0 0 City (31 gg _ wrightsoft"' WIa A-14913:53:11 ~' .. Den Right -Suite@ Universal 2019 19.0.05 RSU16998 Page 31 ACCOhop ver�2019�2nd10\8 3239 . Quail Street.rup Calc =MJ8 Front Door faces: N Divi'10n Building Component Constructions HALLWAY WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAE54709 73 Design TD (°F) For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone.- 720-746-9240 Email: morgan@workshopdenver.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bturt/ft''F ft''F/Btuh Btuh/ft' Btuh BtulVft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 25 0.068 13.0 4.96 125 0.58 15 cav ins, 10" thk, 1/2" gypsum board int fnsh w 2 0.068 13.0 4.96 11 0.58 1 all 27 0.068 13.0 4.96 136 0.58 16 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 30 0.320 0 23.4 701 13.8 413 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft oZhang (6 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 238 0.022 49.0 1.61 383 1.05 251 gypsum board int fnsh Floors 19C-19cscp 21 0 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 2 0.020 13.0 0.73 1 0 0 ow of t Ridge SOf Cn' 2019-.4pr-24 13:53:11 �C� ...ho De`n1ver�201'9 2 Right-Suite®Universal 2019 19.0.05 RSU16998 1(1g ®j�fz8ge 32 _g p nd 10\8 3239 Quail Street.rup Calc= MJ8 Front DOOrfaces: N Bu11d Construction descriptions Or Area Uvalue Insul R Htg HTM Loss Clg HTM Gain f, Btuh/f 2F ftp°F/Btuh Btuh/ftf Btuh Btuh/T Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 34 0.068 13.0 4.96 169 0.58 20 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 29 0.022 49.0 1.61 gypsum board int fnsh Floors (none) 47 1.05 City of 31 =. 9 90ft"' 2019 -Apr -2413:53:11 ACCO ...ho Denver�20192 Right-SuiteOUniversal 2019 19.0.05 RSU1 6998 Page 33 wrr t p nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 LINEN STORAGE By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd (venue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Uvalue Insul R Htg HTM Loss Clg HTM Gain f, Btuh/f 2F ftp°F/Btuh Btuh/ftf Btuh Btuh/T Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 34 0.068 13.0 4.96 169 0.58 20 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 29 0.022 49.0 1.61 gypsum board int fnsh Floors (none) 47 1.05 City of 31 =. 9 90ft"' 2019 -Apr -2413:53:11 ACCO ...ho Denver�20192 Right-SuiteOUniversal 2019 19.0.05 RSU1 6998 Page 33 wrr t p nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building Division Construction descriptions Or Area Ll -value lnsul R Ftg KM Loss Clg HM Gain ft2 Btuh/ft' *F ft''F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 2 0.068 13.0 4.96 11 0.58 cav ins, 10" thk, 112" gypsum board int fnsh s 77 0.068 13.0 4.96 381 0.58 all 79 0.068 13.0 4.96 392 0.58 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 193 12.0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (1.5 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 68 0.022 49.0 1.61 108 1.05 gypsum board int fnsh Floors (none) City of 1 45 46 99 71 .� hop Denver�2019�2nd rightsoft 2�I�p�r-2 t13: 3:11 ACCP.... , '""' Right-Suite®Universal 201919.0.05RSU16998 Page 34 10\8 3239 Quail Street.rup Calc =MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street HER CLOSET Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd A/enue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (mph) - 60 Construction quality Wind speed 15.0 .5 Feplaces 1((ht Tight Construction descriptions Or Area Ll -value lnsul R Ftg KM Loss Clg HM Gain ft2 Btuh/ft' *F ft''F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 2 0.068 13.0 4.96 11 0.58 cav ins, 10" thk, 112" gypsum board int fnsh s 77 0.068 13.0 4.96 381 0.58 all 79 0.068 13.0 4.96 392 0.58 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 193 12.0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (1.5 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 68 0.022 49.0 1.61 108 1.05 gypsum board int fnsh Floors (none) City of 1 45 46 99 71 .� hop Denver�2019�2nd rightsoft 2�I�p�r-2 t13: 3:11 ACCP.... , '""' Right-Suite®Universal 201919.0.05RSU16998 Page 34 10\8 3239 Quail Street.rup Calc =MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 HISA CLOSET By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com ]psinn Cnnditic Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg HM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btu!Vt''F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 13.0 4.96 Daily range (°F) - 28 (H ) Method Simplified 49 Wet bulb (°F) - 60 Construction quality Tight 29 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 13.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HM Gain ft' Btu!Vt''F ft''F/Btuh BtuNft2 Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 62 0.068 13.0 4.96 307 0.58 36 cav ins, 10" thk, 1/2" gypsum board int fnsh w 49 0.068 13.0 4.96 244 0.58 29 all 111 0.068 13.0 4.96 552 0.58 65 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 193 12.0 99 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 ft head ht w 8 0.320 0 23.4 190 23.9 194 all 16 0.320 0 23.4 383 17.9 294 Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 56 0.022 49.0 1.61 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 44 0.020 13.0 0.73 89 1.05 59 32 0 0 Crh, of wheot'y . I�CCp... penver12g019'�2nd Oft 239 Quail StreO Universal Call 2019 19 Dont RSU16998 N B`'�a'ng'D&- � r 24 Page 35 Component Constructions LAUNDRY WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Location: For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--'F k"F/Btuh Btu[Vft' Btuh Btuh/k' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 6 0.068 13.0 4.96 32 0.58 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 74 0.022 49.0 1.61 119 1.05 gypsum board int fnsh Floors 19G-19cscp 62 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 13 0.020 13.0 0.73 9 0 City of 2 78 0 0 Wheat loo 17, -P�&- wrightsoft"' 2019 -Apr -2413:53:11 ..ho Den Right-Suite@Universal 2019 19.0.05 RSU16998 Page 36 RCCA p ver�201912nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--'F k"F/Btuh Btu[Vft' Btuh Btuh/k' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-4 ins, r-13 s 6 0.068 13.0 4.96 32 0.58 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 74 0.022 49.0 1.61 119 1.05 gypsum board int fnsh Floors 19G-19cscp 62 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 13 0.020 13.0 0.73 9 0 City of 2 78 0 0 Wheat loo 17, -P�&- wrightsoft"' 2019 -Apr -2413:53:11 ..ho Den Right-Suite@Universal 2019 19.0.05 RSU16998 Page 36 RCCA p ver�201912nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Building Division Component Constructions Job: 3239 Quail Street Indoor: Date: April 22nd, 2019 KIDS BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 75 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Project Information 73 For: Brad Weiman, Workshop Denver Latitude: 40'N 4100 Jason Street, Denver, CO 80211 Relative humidity (%) Phone: 720-746-9240 50 Email: morgan@workshopdenvercom Cooling ]esinn Cnnditic Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HM Loss Cig HM Gain ft' BtuYUft''F ft''F/Btuh BtulVt' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 e 74 0.068 13.0 4.96 369 0.58 cav ins, 10" thk, 1/2" gypsum board int fnsh s 45 0.068 13.0 4.96 224 0.58 all 120 0.068 13.0 4.96 593 0.58 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 12.0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 55 0.022 49.0 1.61 88 1.05 gypsum board int fnsh Floors 19C-19cscp 49 0 0 0 0 0 Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 6 0.020 13.0 0.73 4 0 City of 43 26 69 96 58 0 0 wrytso ; _ g ,.,ft- Jr 2019 -Apr -2k13:53:11 ACC{i ...ho Den 192nd 10t83239Right-Suite® Universal 2019 19.0.05 RSU16998 Page 37 p vert20QuailStreet.rup Calc =NU8 Front Door faces:N Building Division Component Constructions KIDS BEDROOM 2 WebREPS 1-800-810-3280 WebReps LLC. 1880 82nd !venue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street Location: Or Indoor: Heating Denver International, CO, US Htg HTM Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N Btuh/ff Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area u -value Insul R Htg HTM Loss Clg KM Gain ft' Btuh/ft''F ft'-°F/Btuh Btuh/ff Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'S<4" wood int frm, concrete wall, r-4 ins, r-13 e 94 0.068 13.0 4.96 469 0.58 55 cav ins, 10" thk, 1/2" gypsum board int fnsh s 100 0.068 13.0 4.96 496 0.58 58 all 194 0.068 13.0 4.96 964 0.58 113 Partitions (none) Windows 2 glazing, droutr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 42 0.320 0 23.4 972 29.9 1243 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 188 0.022 49.0 1.61 302 1.05 198 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 187 0.020 13.0 0.73 136 0 0 City of Whrtnt Rida WrlgI ht5,,�„ , 0f , ,, , Rig ht-Suite®Universal 201919.0.05RSU16998 , 2019-Ppr-2413:53:11 11.,,,,��, �C� _ho p Den ver12019\2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Building DiviSiERge 38 Component Constructions Job: 3239 Quail Street Date: April 22nd, 2019 KIDS CLOSET 2 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg FM Loss Cig KM Gain ft' BtuhVft''F R'-*F/Btuh Btul/t, Btuh BtuNft' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int firm, concrete wall, F4 ins, r-13 w 45 0.068 13.0 4.96 222 0.58 26 cav ins, 10" thk, 1/2" gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 veil ins, 1/2" 30 0.022 49.0 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 18 0.020 13.0 1.61 48 1.05 32 0.73 13 0 City of 0 _ W rightsOf" -Suite®Uniersa1201919.0.05RSU16998 2019064813:53:11 _ Right Weat Page 39 /C hopDenver12019�2nd 1018 3239 QuailStreet.rup Calc =MJ8 Front Door faces: N Building Division Component Constructions K/SD BATRH 2 WebREPS WebReps LLC. 1-800-810-3280 Job: 3239 Quail Street Date: April 22nd, 2019 By: Craig C. Brooks Plan: 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 U -value For: Brad Weiman, Workshop Denver Area U -value Insul R Htg KM 4100 Jason Street, Denver, CO 80211 Gain ft' Phone: 720-746-9240 ft?'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Email: morgan@workshopdenvercom Design Conditions Location: s Indoor: Heating Cooling Denver Internationa, CO, US 243 0.58 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.068 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Gig HTM Gain ft' Btuh/ft?°F ft?'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-4 ins, r-13 s 49 0.068 13.0 4.96 243 0.58 28 cav ins, 10" thk, 1/2" gypsum board int fnsh w 81 0.068 13.0 4.96 404 0.58 47 all 130 0.068 13.0 4.96 647 0.58 76 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 10 0.320 0 23.4 234 29.2 292 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" 62 0.022 49.0 1.61 99 1.05 65 gypsum board int fnsh Floors Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 40 0.020 13.0 0.73 29 0 0 WrigFIYSOft Right -Suite@ Universal 2019 19.0.05 RSU16998 /4i Pro ect Summa J ry Entire House We6REPS WebRS LLC. e 1-800-810-3280 p Job: Date: By: Plan: 3239 Quail Street April 22nd, 2019 Craig C. Brooks 3239 Quail Street 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Outside db -3 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Notes: 3239 Quail Street Design Information Weather: Denver Intemationa, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 73 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 52661 Btuh Structure 35655 Btuh Ducts 2436 Btuh Ducts 1697 Btuh Central vent (83 cfm) 5478 Btuh Central vent (83 cfm) 1253 Btuh Humidification 1411 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 61986 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 38606 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 14576 Btuh Ducts -174 Btuh Central vent (83 cfm) -1685 Btuh Heating Cooling Area (fF) 4582 4582 Equipment latent load 14402 Btuh Volume (f:3) 42942 42942 Air changes/hour 0.10 0.05 Equipment Total Load (Sen+Lat) 53008 Btuh Equiv. AVF (cfm) 72 36 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heat ng output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfirn Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 City of Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ r{+ rightsofr' Builft94�tiQift_V53:1z ^r ho DeW Right -Suite® Universal 2019 19.0.05 RSU16998 Page 1 ACOA p ver�2019�2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Pro ect Summa J rY Job: 3239 Quail Street 1ST FLOOR AC 1 Date: April 22nd, 2019 By: Craig C. Brooks WebREPS WbRS LLC. ee p Plan: 3239 Quail Street 1-800-810-3280 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@waebrepsusa.com License: CAC54709 OF Project Information 92 For: Brad Weiman, Workshop Denver Inside db 70 4100 Jason Street, Denver, CO 80211 Inside db Phone: 720-746-9240 OF Email: morgan@workshopdenver.com OF Notes: 3239 Quail Street 17 Design Information Weather: Denver Intemationa, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 73 OF Design TD 17 OF Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35350 Btuh Structure 26519 Btuh Duds 0 Btuh Ducts 0 Btuh Central vent (38 cfm) 2488 Btuh Central vent (38 cfm) 569 Btuh Outside air Outside air Humidification 2169 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 40007 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28795 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality T1 ht Fireplaces 1 (Tight) Structure 9406 Btuh Ducts 0 Btuh Central vent (38 cfm) -766 Btuh Heating Cooling Outside air Area (fF) 3035 3035 Equipment latent load 8641 Btuh Volume (ft3) 29787 29787 Air changes/hour 0.10 0.05 Equipment Total Load (Sen+Lat) 37436 Btuh Equiv. AVF (cfm) 49 24 Req. total capacity at 0.77 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make York Make Johnson Controls, Unitary Products- Commercial Trade YORK BY JOHNSON CONTROLS Trade JOHNSON CONTROLS Model TM9E080C16MP11 Cond YCE42621 AHRI ref 7118701 Coil CF/CM/CU60D+TM9E080C16MP11+TXV AHRI ref 8438314 Efficiency 95AFUE Efficiency 12.3 EER, 14.5 SEER Heat ng input 80000 Btuh Sensible cooling 31185 Btuh Heating output 77000 Btuh Latent cooling 9315 Btuh Temperature rise 63 OF Total cooling 40500 Btuh Actual airflow 1350 cfm Actual airflow 1350 drn Airflowfactor 0.038 cfm/Btuh Airflowfador 0.051 cfmBtuh Static pressure 0.59 in H2O Static pressure 0.59 in H2O Space thermostat Load sensible heat ratio 0.77 City of Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge wry F�tsoft I��t t�2f8181�t2 /4CCA ...hopDenver120 Right-Suite®Universal 201919.0.05RSU16998 � Page L 9�2nd10\8 3239 Quail Street.rup Calc=MJ8 FrontDoorfaces: N Project Summa J Summary Job: 3239 Quail Street 2ND FLOOR AC 2 Date: April 22nd, 2019 By: Craig C. Brooks WebREPS Wbl2e s LLC. e p Plan: 3239 Quail Street 1-800-810-3280 92 1880 82nd Arenue Suite 9203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@wdebrepsusa.com License: CAC54709 Inside db 70 °F Inside db 75 °F Project Information °F Design TD For: Brad Weiman, Workshop Denver °F 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 H Email: morgan@workshopdenver.com Notes: 3239 Quail Street Relative humidity Design Information % Weather: Denver Internationa, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 73 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17311 Btuh Structure 9485 Btuh Ducts 2436 Btuh Ducts 1714 Btuh Central vent (45 cfm) 2990 Btuh Central vent (45 cfm) 684 Btuh Outside air Outside air Humidification 1899 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 24636 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13589 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 5170 Btuh Ducts -174 Btuh Central vent (45 cfrn) -920 Btuh Heating Cooling Outside air Area (ftz) 1548 1548 Equipment latent load 4076 Btuh Volume (f:3) 13155 13155 Air changes/hour 0.10 0.05 Equipment Total Load (Sen+Lat) 17665 Btuh Equiv. AVF (cfm) 23 11 Req. total capacity at 0.77 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make York Make Johnson Controls, Unitary Products- Commercial Trade YORK BY JOHNSON CONTROLS Trade JOHNSON CONTROLS Model TM9E040A10MP11 Cond YCE18B21 AHRI ref 7137317 Coil CF/CM/CU30A+TM9E040A10MP11+TXV AHRI ref 8435659 Efficiency 95AFUE Efficiency 12.5 EER, 15.3 SEER Heating input 40000 Btuh Sensible cooling 13860 Btuh Heating output 38000 Btuh Latent cooling 4140 Btuh Temperature rise 70 °F Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.054 cfmBtuh Static pressure 0.57 in H2O Static pressure 0.57 in H2O Space thermostat Load sensible heat ratio 0.77 ow of R1d9e Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wheat � o g .�._ oft 21%3, wri Fits Rig Universal 201919.0.05RSU16998 811 Page 3 ACCA ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone* 800-810-3280 Email: manualj@vrebrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 ftCraig C. Brooks P an: 3239 Quail Street 1 Room name Entire House 2ND FLOORAC 2 2 Exposed wall 544.6 It 190.5 ft 3 Room height 9.4 ft 8.5 ft 4 Room dimensions 5 Room area 4582.4 ft= 1547.7 f1 Ty Construction U -value Or HTM Area (ftp Load Area (fl Load number (Btuh/ft2-°F) (Btuh/It2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 1223 982 4873 571 472 353 1750 205 2 glazing, drout 0.320 n 21361 0.03 40 0 934 401 20 0 467 201 2 glazing, dr out 0.320 n 23.36 10.03 15 0 350 150 15 0 350 150 2 glazing, dr out 0.320 n 23.36 10.03 48 0 1121 482 0 0 0 0 11 2 glazing, dr out 0.320 n 23.36 10.03 30 0 707 303 30 0 707 303 2 glazing, dr out 0.320 n 23.36 10.03 108 0 2523 1083 54 0 1261 542 W Bg wall, heavy damp 0.068 a 4.96 0.58 1071 904 4487 526 338 286 1421 166 10B -v 0.320 e 23.36 22.11 48 7 1121 1061 0 0 0 0 2 glazing, drout 0.320 e 23.36 29.78 10 2 234 298 10 2 234 298 G 2 glazing, dr out 0.320 e 23.36 29.88 42 10 972 1243 42 10 972 1243 2 glazing, dr out 0.320 e 23.36 30.50 35 6 818 1067 0 0 0 0 2 glazinq, dr outr. 0.320 e2336 30.72 32 5 748 983 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 299 231 1145 134 0 0 0 0 2 glazing, dr out 0.320 se 23.36 24.37 26 12 607 633 0 0 0 0 I -G 2 glazing, dr out 0.320 se 23.36 24.37 42 20 987 1029 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 867 774 3842 450 472 417 2071 243 2 glazing, drout 0.320 s 23.36 12.03 17 33 385 199 17 33 385 199 2 glazing, dr out 0.320 s 23.36 12.03 16 32 374 193 8 16 187 96 2 glazinq, dr outr. 0.320 s 23.36 13.78 60 84 1402 827 30 42 701 413 W Bgwall,heavydamp 0.068 sw 4.96 0.58 223 203 1008 118 0 0 0 0 L -G 2 glazing, dr out 0.320 sw 23.36 16.04 20 30 459 3151 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 1156 939 4662 546 338 290 1437 168 10B -v 0.320 w 23.36 22.11 48 7 1121 10611 0� 0 0 0 2 glazing, dr out 0.320 w 23.36 23.92 8 7 190 194 8 7 190 194 G 2 glazing, drout 0.320 w 23.36 27.27 13 6 292 341 0 0 0 0 2 glazing, dr out 0.320 w 23.36 29.15 10 3 234 292 10 3 234 292 2 glazing, dr out 0.320 w 23.36 30.01 30 7 707 908 30 7 707 908 G 2 glazing, dr out', 0.320 w 23.36 30.20 90 19 2102 2718 0 0 0 0 2 glaanq, dr outs 0.320 w 23.36 30.50 18 3 409 534 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 255 116 574 67 0 0 0 0 I -G 2 glazing, dr outr, 0.320 nw 23.36 23.59 25 0 595 600 0 0 0 0 2 glazing, dr out 0.320 nw 23.36 23.59 42 0 987 997 0 0 0 0 II -GC 2 glazing, dr out 0.320 nw 23.36 23.59 71 0 1666 1682 0 0 0 0 P 12C -09N 0.000 0.00 0.00 379 379 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 161 16 0 0 0 0 0 0 C Atticceiling, aspha 0.022 1.61 1.05 26241 2624 4214 2768 1548 1548 2486 1633 F 19C-19csCp 0.000 0.00 0.00 774 774 0 0 0 0 0 0 F 19C-19acp 0.000 0.00 0.00 350 350 0 0 350 350 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 1121 1121 818 0 0 0 0 0 F Bq floor, heaw damp 0.020 0.73 0.00 45 45 33 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 350 350 256 0 350 350 256 0 6 c)AEDexarsion 952 0 Envelopeloss/gain 47956 25727 15815 7254 12 a) Infiltration 4705 538 1496 171 b) Roomventilation 0 0 0 0 13 Intemal gains. Occupants@ 530 3 1590 21 1060 Appliances/other 7800 1000 Subtotal (lines 6 to 13) 1 52661 35655 17311 9485 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 52661 35655 17311 9485 15 Dud loads 5% 5% 2436 1697 14% 18% 2436 1714 Total room load 55097 373539 974 11199 Air required (dm) 1950 1950 Ci Y600 600 Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ti -*'- wrigF�tsoPt 1�9 �p>€3d��3'53:12 .Z --- ---• - Right -Suite® Universal 2019 19.0.05 RSU16998 Buitc� , 'CCIN` ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Page 1 Right -J® Worksheet Vt'WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3235 Quail Street 1 Room name 1ST FLOORAC 1 2 F)posed wall 354.1 ft 3 Room height 9.8 It 4 Room dimensions 5 Room area 3034.7 ft Ty Const,udion U -value Or HTM Area (ft2) Load Area Load number (Btuh/ft`--°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 751 629 3123 366 2 glazing, or outr, 0.320 n 23.36 10.03 20 0 467 201 2 glazing, dr out,, 0.320 n 23.36 10.03 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 48 0 1121 482 11 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 54 0 1261 542 W Bg wall, heavy damp 0.068 e 4.96 0.58 733 618 3066 359 -v 0.320 e 23.36 22.11 48 7 1121 1061 L�10B 2 glazing, or out,, 0.320 e( 23.36 29.88 0 0 0 0 C 2 glazing, dr out,, 0.320 e 23.36 30.50 35 6 818 1067 L -G 2 glazing, or outr, 0.320 e 23.36 30.72 32 5 748 983 IWI Bg wall, heavy damp 0.068 se 4.96 0.58 299 231 1145 134 ^_� 2 glazing, or outr, 0.320 se 23.36 24.37 26 12 607 633 L___G L G 2 glazing, or outr, 0.320 se 23.36 24.37 42 20 987 1029 W Bg wall, heavy damp 0.068 s 4.96 0.58 395 357 1771 207 W"2 glazing, dr out; 0.320 s 23.36 12.03 0 0 0 0 � C 2 glazing, or outr, 0.320 s 23.36 12.03 8 16 187 96 L -G 2 glazinq, or outr, 0.320 s 23.36 13.78 30 42 701 413 IW Bg wall, heavy damp 0.068 sw 4.96 0.58 223 203 1008 118 L -G 2 glazing, dr outr, 0.320 sw 23.36 16.04 20 30 459 315 W Bg wall, heavy damp 0.068 w 4.96 0.58 818 650 3225 378 G 10&v 0.320 w 23.36 22.11 48 7 1121 1061 2 glazing, or outr, 0.320 w 23.36 23.92 0 0 0 0 2 glazing, or out; 0.320 w 23.36 27.27 13 6 292 341 2 glazing, or out,, 0.320 w 23.36 29.15 0 0 0 0 �--G 2 glazing, or outr, 0.320 w 23.36 30.01 0 0 0 0 ---GG 2 glazing, or outr, 0.320 w 23.36 30.20 90 19 2102 2718 I 2 glazing, or out: 0.320 w 23.36 30.50 18 3 409 534 W Bg wall, heavy damp 0.068 nw 4.96 0.58 255 116 574 67 2 glazing, or out, 0.320 nw 23.36 23.59 25 0 595 600 2 glazing, or outr, 0.320 nw 23.36 23.59 42 0 987 997 2 glazing, or outr, 0.320 nw 23.36 23.59 71 0 1666 1682 P 12C -09N 0.000 0.00 0.00 379 379 0 0 C 1613.30ad 0.000 0.00 0.00 16 16 0 0 C Atticceiling, aspha 0.022 1.61 1.05 1076 1076 1728 1135 F 19C-19cscp 0.000 0.00 0.00 774 774 0 0 F 19C-19acp 0.000 0.00 0.00 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 1121 1121 818 0 F Bq floor, heaw damp 0.020 0.73 0.00 45 45 33 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 6 c)AEDexcursion 1301 Envelope lose/gain 32141 18822 12 a) Infiltration 3209 367 b) Room ventilation 0 0 13 Internal gaina Occupants@ 530 1 530 Appliances/other 68001 1 Subtotal (lines6 to 13) 35350 26519 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 City 14 Subtotal 35350 26519 15 DudloadS 10%1 0% 0 0 Total room load 35350 26519 Wheat Ri go Air required (dm) 1350 1350 Building Division Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed. -Fjj- wrigFstsoft- 2019 -Apr -2413:53:12 - Right -Suite® Universal 2019 19.0.05 RSU16998 ACCK hop Denvert201912nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Page 2 Right -JO Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 Room name 1ST FLOOR AC 1 GAME ROOM 2 Exposed wall 354.1 ft 57.5 ft 3 Room height 9.8 ft 9.5 ft heat/cool 4 Roomdimensions 1.0 x 545.1 ft 5 Room area 3034.7 1t' 545.1 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 751 629 3123 366 195 147 728 85 2 glazing, drouti; 0.320 n 23.36 10.03 20 0 467 201 0 0 0 0 2 glazing, dr outer, 0.320 n 0.00 0.00 0 0 0 0 0 01 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 48 0 1121 482 48 0 1121 482 11 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 n 23.36 10.03 54 0 1261 542 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 733 618 3066 359 0 0 0 0 1013-v 0.320 e 23.36 22.11 48 7 1121 1061 0 0 0 0 2 glazing, drouti; 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 30.50 35 6 818 1067 0 0 0 0 2 glazinq, dr outr, 0.320 e 23.36 30.72 32 5 748 983 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 299 231 1145 134 0 0 0 0 2 glazing, dr outr, 0.320 se 23.36 24.37 26 12 607 633 0 0 0 0 2 glazing, dr out,, 0.320 se 23.36 24.37 42 20 987 1029 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 395 357 1771 207 128 128 637 75 2 glazing, drouh; 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 12.03 8 16 187 96 01 0 0 0 2 glazinq, or outr, 0.320 s 23.36 13.78 30 42 701 413 0 0 0 0 W Bg wall, heavy damp 0.068 sw 4.96 0.58 223 203 1008 118 0 0 0 0 L -G 2 glazing, dr outr, 0.320 sw 23.36 16.04 20 30 459 315 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 818 650 3225 378 2231 211 1046 123 G 1013-v 0.320 w 23.36 22.11 48 7 1121 1061 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 w 23.36 27.27 13 6 292 341 13 3 292 341 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out',, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 30.20 90 19 2102 2718 0 0 0 0 2 glazing, dr out-,, 0.320 w 23.36 30.50 18 3 409 534 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 255 116 574 67 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 25 0 595 600 0 0 0 0 2 glazing, or outr, 0.320 nw 23.36 23.59 42 0 987 997 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 71 0 1666 1682 0 0 0 0 P 12C -09N 0.000 0.00 0.00 379 379 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 16 16 0 0 0 0 0 0 C Atticoeiling, aspha 0.022 1.61 1.05 1076 1076 1728 1135 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 774 774 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 1121 1121 818 0 545 545 398 0 F Bq floor, heave damp 0.020 0.73 0.00 45 45 33 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1301 48 Envelope loss/gain 32141 18822 4222 1153 12 a) Infiltration 3209 367 505 58 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 1 530 01 0 Appliances/other 6800 0 Subtotal (lines 6to 13) 35350 26519 4727 1211 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 133 12 14 Subtotal 35350 26519 4860 1223 15 Ductloads 0% 0%1 0 0 -0% 0% 0 0 Total room load 35350 26519 4%Q ;A 1223 Airrequired(dm) 1350 1350 186 62 Wheat Ridge Calculations approved bvACCA to meet all requirements of Manual J 8th Ed ho hisoft- B2CY1��¢r 2413:53:12 g- Rght-Suite®Universal 201919.0.05RSU16998 ACCA p Derne120 192nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Page 3 Right -J® Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3260 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beads, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 1 Room name STOR CLOSET BR CLOSET 2 Exposed wall 0 ft 4.0 ft 3 Room height 9.5 ft heat/cool 9.5 ft heaU000l 4 Room dimensions 4.0 x 5.3 ft 4.0 x 7.5 ft 5 Room area 21.0 ftp 30.0 ftl Ty Construdion U -value Or HTM Area (it=) Load Area (ft2) Load number (Btuh/ft-°F) (Btuh/fl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 38 38 189 22 2 glazing, droutr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr 0.3201 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 I -G 2 glazing, dr outr, 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 G 2glazinq,droutr, 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 J-�G 2 glazing, dr outr, 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 12.031 0 0 0 0 01 0 0 0 2 glazinq, dr outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 IW Bgwall,heavydamp 0.068 SN 4.96 0.58 0 0 0 0 0 0 0 0 +-G 2 glazing, dr out,, 0.320 sni 23.36 16.04 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 0 0 0 0 G 106-v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 30.20 0 0 0 0 0 0 0 0 2 glazing, dr out: 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 �G 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 168-30ad 0.000 0.00 0,00 0 0 0 0 0 0 0 0 C Attcceiling,aspha 0.022 1.61 1.05 0 0 0 0 0 0 0 0 F 19C-19rscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 21 21 15 0 30 30 22 0 F Bq floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -2 Envelope loss/gain 15 0 211 20 12 a) Infiltration 0 0 35 4 b) Room ventilation 0 0 0 0 13 Internal gains: Ocwpants@ 530 0 0 01 0 Appliances/other 0 0 Subtotal (lines6to 13) 15 0 246 24 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -15 0 -246 -24 14 Subtotal 0 0 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 "'4D' L 0 Air required (dm) 0 0 0 0 Calculations approved byACCA to meet all requirements of wrightsoft` .-� ^M-•• -------- --- Right-Suite®Universal 201919.0.05 RSU16998 ...hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 FrontDoorfaces: N 13:53:12 Page 4 Right -JO Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 1 Room name BEDROOM BATH 2 Exposed wall 26.0 ft 17.8 ft 3 Room height 9.5 ft heat/000l 9.5 ft heat/cool 4 Roomdimensions 13.3 x 12.8 ft 7.0 x 10.8 ft 5 Room area 168.9 ft 75.3 ft' Ty Construction U -value Or HTM Area (ftp Load Area 011) Load number (Btuh/t--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 126 126 625 73 0 0 0 0 2 glazing, dr outs 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, dr out', 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 121 121 601 70 102 102 507 59 G 1013-v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out; 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 2 glannq, dr out; 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 Ej2 glazing, or ouh', 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.0681 s 4.96 0.58 0 0 0 0 67 67 330 39 2 glazing, dr outr, 0.3201 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.3201 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 sw 23.36 16.04 0 0 0 0 0 0 0 0 W i Bg wall, heavy damp 0.068 w l 4.96 0.58 0 0 0 0 0 0 0 0 �G 10&v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out', 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.3201 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 30.20 0 0 0 01 0 0 0 0 2 glazinq, dr outr. 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, or ouV, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 I -G 2 glazing, or outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.000 0.00 0.00 10 10 0 0 7 7 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 0 0 0 0 21 2 2 2 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 169 169 123 0 75 75 55 0 F Bq floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -47 -8 Envelopeloss/gain 1349 97 894 92 12 a) Infiltration 228 26 156 18 b) Room ventilation 0 0 0 0 13 Internal gains: Ocupants@ 530 1 530 0 0 Appliances/other 0 0 Subtotal (lines6to 13) 1578 653 1050 110 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 128 12 0 0 14 Subtotal 1706 665 1050 110 15 Ductloads -0%10%1 0 0 -0%10%1 01 0 Total room load 1706 665 1050 110 Air required (dm) 65 34 0 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge -H-wr'gF�tsoTrt' 2019 -Apr -2413:53:12 ••-^ �- -- -- -- Right -Suite® Universal 2019 19.0.05 RSU16998 BUIL 4GCA hop Denvert2019\2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N dtng DIVISIOA age 5 Right -JO Worksheet WebREPS IST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name FLEX SPACE MUDROOM 2 Exposed wall 32.5 ft 9.3 ft 3 Room height 9.5 ft heatJcool 10.0 ft heaVcool 4 Room dimensions 17.3 x 16.3 ft 9.3 x 16.0 ft 5 Room area 280.3 f12 148.0 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft-°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 93 93 459 54 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 I -G 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outs 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 154 154 766 90 0 0 0 0 G 1013-v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, or outs 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out',, 0.320 e l 0.00 0.00 0 0 0 0 0 0 0 0 2glazing, orout',, 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 2glazinq,oroutr, 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 _ �-G 2 glazing, or outr,0.320 e 23.36 24.37 0 0 0 0 0 0 0 0 �G 2 glazing, or out, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 - 2 glazing, or out; 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out; 0.320 s 23.36 12.03 0 0 0 0 01 0 0 0 2 glazing, dr out'.. 0.320 s 23.36 13.78 0 0 0 0L 0 0 0 0 W Bg wall, heavy damp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 -G 2 glazing, dr out,, 0.320 sw 23.36 16.04 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 154 154 766 90 01 0 0 0 10B -v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, or out,, 0.320 w 23.36 30.20 0 0 0 0 0 0 0 0 2 glazinq, or outr 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sv 0.000 0.00 0.00 164 164 0 0 1601 160 0 0 C 166-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 8 8 13 8 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 280 280 205 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -15 -4 Envelope losstgain 1750 173 459 50 12 a) Infiltration 285 33 85 10 b) Room ventilation 0 0 0 0 13 Internal gains: OoaApants@ 530 0 0 01 0 Applianoes/other 0 0 Subtotal (lines6to13) 2035 206 545 59 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistributon 0 0 60 7 14 Subtotal 2035 206 605 66 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2035 206 605 66 Air required(dm) 78 10 Cit 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wheat Ridge -FW ho Denver 2019 2nd 1018 Building Upr t 1GPage 6 Wr Right -Su ite®Universal 201919.0.05RSU16998 g ACCP. Building Utvt Page p 3239 Quail Street.rup Calc = MJS Front Door faces: N Right -JO Worksheet WebREPS 1ST FLOOR A C 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAG54709 Job: 3239 Quail Street Date: April 22nd, 2019 ftCraig C. Brooks P an: 3239 Quail Street 1 Room name CLOSET PLAYROOM 2 Exposed wall 2.3 ft 12.0 ft 3 Room height 10.0 ft heat/000l 10.0 ft heat/000l 4 Room dimensions 2.3 x 11.5 ft 12.0 x 11.5 ft 5 Room area 25.9 fl? 138.0 ft TY Construction U -value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft-°F) (Btuh/fh) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068n 4.96 0.58 23 23 112 13 120 66 328 38 G 2 glazing, dr outs 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, droutr 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 54 0 1261 542 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 0 0 0 0 G 10B -v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 e 0.00 0.00 0 0 0 0 01 0 0 0 2 glazing, dr outs 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 LG 2 glazing, or outr, 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 O 2glazinadroutr 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W I Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 EF- -G 2 glazing, dr out,, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 G 2 glazing, dr out,, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 Wi damp 0.0.320 sw 36 22gglaziing, dr�ouV, sw 23.8 16.041 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 0 0 0 0 10B -v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr ouh, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr out: 0.320 w 23.36 30.20 0 0 0 0 0 0 0 0 2 glazing, dr outr. 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 [EEG 2 glazing, dr out 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr ou4; 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 01 0 0 01 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19csCp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bq. floor, heaw damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -1 -141 Envelope loss/gain 112 12 1589 440 12 a) Infiltration 21 2 111 13 b) Room ventilation 0 0 0 0 13 Internal gains: OmJpants@ 530 0 0 01 0 Appliances/other 0 1500 Subtotal (lines6 to 13) 132 14 1700 1952 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -132 -14 60 7 14 Subtotal 0 0 1760 1959 15 Dud loads 0% 0% 0 0 -0% 0% 01 0 Total room load 0 0 17601 ty Of 1959 Air required (dm) 0 0 67 100 Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. pDenver 0 htsoR -t4-2019-Apr-24 13:53:12 . Rig ht -Su ite@ Universal 2019 19.0.05 RSU16998 iCCA .ho wr■ 192nd 10\8 3239 QuailStreetrup Calc=MJ8 FrontDoorfaces: N Page l Right -J® Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3260 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name OFFICE BATH 1 2 Exposed wall 36.0 It 8.8 It 3 Room height 10.0 It heaticool 10.0 It heat/cool 4 Room dimensions 13.8 x 16.0 ft 6.8 x 7.5 ft 5 Room area 220.0 ft2 50.6 IF Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (BtuhAt'--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Bg wall, heavy damp 0.068 n 4.96 0.58 138 118 583 68 0 0 0 0 2 glazing, dr otr, 0.320 n 23.36 10.03 20 0 467 201 0 0 0 0 2 glazing, dr otr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, dr outs 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 a 4.96 0.58 0 0 0 0 20 20 99 12 1013-v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 dr outr, I dr outr, 2 glazing, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr,0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 2 glazing, dr outr,0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 �G 2 glazing, dr outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 � C� 2 glazing, dr outr. 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 WAG wall, heavy damp 0. 630 630 3100 360 68 68 95 35 out,, glazinngg, ?87 22 dr 0.30201 s 23.36 12.00 96 2 glazing, dr outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 IW Bg wall, heavydamp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 _ 2 glazing, dr outr, 0.320 sw 23.36 16.04 0 0 0 0 0 0 0 0 W' Bg wall, heavy damp 0.068 w 4.96 0.58 160 100 496 58 0 0 0 0 ✓-G 10B -v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 01 0 0 0 0 I --G 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 01 0 0 0 -GG 2 glazing, dr otr, 0.320 w 23.36 30.20 60 6 1402 1812 0 0 0 0 II 2 glazinq. dr otr, 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 I -G 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 0 0 0 0 55 55 0 0 C 1613-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticceiling,aspha 0.022 1.61 1.05 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bq floor, heaw damp 0.020 0.73 0.00 4 4 3 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 701 -10 Envelope loss/gain 3262 2877 582 132 12 a) Infiltration 333 38 81 9 b) Room ventilation 0 0 0 0 13 Internal gains: Oooupants@ 530 01 0 0 0 Appliances/other 300 0 Subtotal (lines 6to 13) 3594 3215 662 142 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 0 0 1 0 14 Subtotal 3594 3215 663 142 15 Dud loads -0% 0°% 0 0 -0% 0% 0 0 Total room load 3594 3215 Ci6p ;' 142 Air required (dm) 137 164 25 7 Wheat Ridge Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. -f'� wrigtitsoft• Ut �-153:12 .-�- °--------_---- Right- Suite®Universa1201919.0.O5RSU16998 ACCA Page 8 ...hop Denver\201912nd 1018 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name COAT CLOSET STAIR HALL 2 Exposed wall 0 ft 14.5 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/000l 4 Roomdimensions 6.8 x 2.8 ft 1.0 x 227.4 It 5 Room area 18.6 ft' 227.4 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,11 Bg wal 1, heavy dam p 0.068 n 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outr; 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, dr out,, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 a 4.96 0.58 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W�Bg wall, heaver damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 W Bgwall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 70 40 199 23 � G 2 glazing, droutr, 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 s 23.36 13.78 0 0 0 0 30 21 701 413 IW Bg wall, heavy damp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 L -G 2 glazing, dr out, 0.320 sw 23.36 16.04 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 75 45 223 26 108-v 0.320 w 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 OI 0 0 0 2 glazing, droutr, 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 30.20 0 0 0 0 30 3 701 906 2 glazinq, dr outr, 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 -G 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, dr outr. 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 30a 0.000 0.00 03 C Athiceiling,alpha 0.022 1.61 005 2 2 4 10I 10 16 10 F 19C-19a3cp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 9.00 0 0 0 0 0 0 0 0 F Bq floor. heaw damp 0.020 0.73 0.00 0 0 0 0 2 2 1 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 222 Envelope losstgain 4 2 1841 1601 12 a) Infiltration 0 0 134 15 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6to 13) 4 2 1975 1617 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -4 -2 14 2 14 Subtotal 0 0 1988 1619 15 Dudloads -0%10%1 0 0 -0% 0% 0 0 Total room load 0 0 19i& tY Of 161 Air required (dm) 0 0 76 82 Wheat Ridge Calculations approved NACCA to meet all requirements of Manual J 8th Ed ACCA wrG F�tso Right -Suite@ Universal 2019 19.0.05 RSU16998 Page9 ...hop Denver�20M2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Right -JO Worksheet WebREPS 1ST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name ENTRY DINING ROOM 2 Exposed wall 16.0 ft 16.0 It 3 Room height 10.0 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 6.8 x 16.0 ft 10.5 x 16.0 ft 5 Room area 108.0 ft' 168.0 ft Ty Construction U -value Or HTM Area (fl Load Area (ft2) Load number (Btuh/ftz-°F) (Btuh/ft2) or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 0 0 D 0 2 glazing, droutr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 112 glazing, or outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 160 77 382 45 0 0 0 0 �-G 1013-v 0.320 e 23.36 22.11 48 4 1121 1061 0 0 0 0 glazing, droutr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 �i2 2 glazing, droutr. 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 23.36 30.50 35 3 818 1067 0 0 0 0 2 glazinq, or out 0.320 e 23.36 30.72 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 0.58 0 0 0 0 0 0 0 0 Ei�--G 2 glazing, or outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 UAVBg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 C 2 glazing, dr oulr 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 1---G 2 glazing, droutr, 0.3201 s 23.36 12.03 0 0 0 0 0 0 0 0 L -G 2 glazinq, dr out, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W I 1 Bg wall, heavy damp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 - 2 glazing, or outr, 0.320 sv 23.36 16.04 0 0 0 0 01 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 1601 95 469 55 106-v 0.320 w 23.36 22.11 0 0 0 0 48 4 1121 1061 2 glazing, or out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 G 2 glazing, droutr 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 j ---G 2 glazing, or outr, 0.320 w 23.36 30.20 01 0 0 0 0 0 0 0 I� 2 glazinq, or outr. 0.320 w 23.36 30.50 0 0 0 0 18 2 409 534 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 �G 2 glazing, or outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 2 glazing, or outs 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 i GC, 2 glazing, or outr, 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sv 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 16B30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 77 77 124 81 168 168 270 177 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.73 0.00 0 0 0 0 8 8 6 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 01 0 0 0 6 c) AED excursion -9 525 Envelopeloss(gain 2445 2246 2275 2352 12 a) Infiltration 148 17 148 17 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 530 0 0 01 0 Appliances/other 0 1500 Subtotal (lines 6to 13) 2593 2263 2423 3869 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistibuton 1 1 0 0 14 Subtotal 2594 2263 2423 3869 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 2594 2263 2423 3869 Air required (dm) 99 115 City 93 197 Wheat Ridgy Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Q,1 r-24 13:53:12 4CCA hop pewrigF�ts1. ort"' Rig ht-SuiteOUniversa12019 19.0.05 RSU16998 BuildlndS -�on Page 10 ver\2019\2nd 1018 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet WebREPS IST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Aienue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@vaebrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 ftCraig C. Brooks P an: 3239 Quail Street 1 Room name PANTRY KITCHEN 2 E)posed wall 7.0 ft 33.6 ft 3 Room height 10.0 It heat/coot 10.0 ft heat/cool 4 Room dimensions 1.0 x 33.0 ft 1.0 x 260.8 ft 5 Room area 33.0 ft2 260.8 ftz Ty Construction U -value Or HTM Area (ft') Load Area (ftz) Load number (Btuh/ft2--°F) (Btuh/ftt) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6Bg wall, heavy damp 0.068 n 4.96 0.58 20 20 99 12 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 11 2 glazing, dr out 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 50 18 89 10 125 125 621 73 1013-v 0.320 e 23.36 22.11 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 30.50 0 0 0 0 0 0 0 0 2 glazinq, or out 0.320 e 23.36 30.72 32 2 748 983 0 0 0 0 W Bg wall, heavy damp 0.068 se 4.96 058 . 0 0 0 0 166 166 825 97 G 2 glazing, dr outr, 0.320 se 23.36 24.37 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 - 2 glazing, dr outr, 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazinq, dr outr. 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 sw 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 sw 23.36 16.04 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 45) 45 223 26 10&v 0.320 w 23.36 22.11 0 0 0 0 00 2 glazing, dr out 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 27.27 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 00 00 00 2 glazing, dr oudr, 0-320 w 0.00 0 G 2 glazing, or outr, 0.320 w 23.9 6 30.20 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 30.50 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 4.96 0.58 0 0 0 0 0 0 0 0 �G 2 glazing, or out', 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 G, 2 glazing, or outs 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 I -G 2 glazing, dr outr 0.320 nw 23.36 23.59 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.022 1.61 1.05 33 33 53 35 261 261 419 275 F 19C-19cscp 0.000 0.00 0.00 31 31 0 0 256 256 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavv damp 0.020 0.73 0.00 0 0 0 0 2 2 2 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 -168 Envelopeloss/gain 989 1043 2089 302 12 a) Infiltration 65 7 311 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 01 0 Appliancestother 0 2000 Subtotal (lines6 to 13) 1054 1051 2400 2338 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1054 1051 2400 2338 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1054 1051 '3406 2338 Air required (dm) 40 53 92 119 *1.`001 V490 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ,; 100 wr20 F�tsotFt 2015 -Apr -2413:53:12 ..■g Right -Suite® Universal 2019 19.0.05 RSU16998 ho Denver\ ACCA Page 11 p 192nd 108 3239 Quail Street.rup Calc= MJS Front Door faces: N Right -JO Worksheet WebREPS IST FLOOR AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CP,C54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 Room name LIVING ROOM 2 Exposed wall 61.0 ft 3 Room height 10.0 ft heat/cool 4 Room dimensions 1.0 x 515.8 ft 5 Room area 515.8 ft Ty Construction U -value Or HTM Area (ft) Load Area Load number (Btuh/tt2-°F) (Btuh/it) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 2 glazing, or outs 0.320 n 23.36 10.03 0 0 0 0 2 glazing, or outr, 0.320 n 0.00 0.00 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 112 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 2 glazing, drout; 0.320 n 23.36 10.03 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 �-G 1OB-v 0.320 e 23.36 22.11 0 0 0 0 2 glazing, or outr, 0.320 e 0.00 0.00 0 0 0 0 2 glazing, or outs 0.320 e 0.00 0.00 0 0 0 0 2 glazing, or out; 0.320 e 23.36 30.50 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 30.72 0 0 0 0 W�Bg wall, heavy damp 0.068 se 4.96 0.58 133 64 320 37 2 glazing, drout; 0.320 se 23.36 24.37 26 6 607 633 2 glazing, dr outr, 0.320 se 23.36 24.37 42 10 987 1029 UAVC Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 2 glazing, dr ouU 0.320 s 0.00 0.00 0 0 0 0 G 2 glazing, or outr, 0.320 s 23.36 12.03 0 0 0 0 L -G 2 glazing, or outs 0.320 s 23.36 13.78 0 0 0 0 IW Bg wall, heavy damp 0.068 sw 4.96 0.58 223 203 1008 118 L -G 2 glazing, dr out, 0.320 sw 23.36 16.04 20 15 459 315 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 1OB-v 0.320 w 23.36 22.11 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 27.27 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 2 glazing, dr out,, 0.320 w 23.36 30.20 0 0 0 0 2 glazinq, droutr, 0.320 w 23.36 30.50 0 0 0 0 !W Bg wall, heavy damp 0.068 nw 4.96 0.58 255 116 574 67 F -t; 2 glazing, or outr, 0.320 nw 23.36 23.59 25 0 595 600 W O 2 glazing, or out; 0.320 nw 23.36 23.59 42 0 987 997 L -G 2 glazing, or outr, 0.320 nw 23.36 23.59 71 0 1666 1682 P 12C-Osw 0.000 0.00 0.00 0 0 0 0 C 16B-30ad 0.000 0.00 0.00 0 0 0 0 C Atticceiling,aspha 0.022 1.61 1.05 516 516 828 544 F 19C-19cscp 0.000 0.00 0.00 487 487 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 F Bq floor, heave damp 0.020 0.73 0.00 29 29 21 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 6 c)AED excursion 205 Envelope loss/gain 8053 6230 12 a) Infiltration 564 64 b) Room ventilation 0 0 13 Internal gains: Oocupants@ 530 0 0 Appliances/other 1500 Subtotal (lines 6 to 13) 8617 7794 Less external load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 8617 7794 15 Ductloads -0% 0% 0 0 Total room load 8617 7794 I o/ Air required (dm) 329 397 "neat Qidg, Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. Buil -1 - ver gF�tsoit" 2019-Ppr- 413:53:12 p ACCP. _ho Denver Right-Suiteet.Universal up rs lc = MJ 19. root RSU16998 Page 12 �2019�2nd 10\8 3239 Quail Street.rup Calc = MJS Front Door faces: N Right -JO Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Menue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name 2ND FLOORAC2 KIDSCLOSET 2 Exposed wall 190.5 ft 4.3 ft 3 Room height 8.5 ft 8.5 It heat/000l 4 Room dimensions 4.3 x 7.0 ft 5 Room area 1547.7 ft2 29.8 ft Ty Construction U -value Or HTM Area (fit') Load Area (fl Load number (Btlihff-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 472 353 1750 205 36 36 179 21 2 glazing, drout; 0.320 n 23.36 10.03 20 0 467 201 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 15 0 350 150 0 0 0 0 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 10.03 30 0 707 303 0 0 0 0 2 glazing, dr out, 0.320 n 23.36 10.03 54 0 1261 542 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 338 286 1421 166 0 0 0 0 106-v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazi lazing, dr outr, 0.320 e 23.36 29.88 42 10 972 1243 OI 0 0 0 2 glazing, dr out, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 IW Bgwall, heavy damp0.068 s 4.96 0.58 472 417 2071 243 0 0 0 0 - 2 glazing, dr out, 0.320 s 23.36 12.03 17 33 385 199 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 12.03 8 16 187 96 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 13.78 30 42 701 413 0 0 0 0 W Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr, 0.320 sN 0.00 OM 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 338 290 1437 168 OI 0 0 0 10&v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 23.92 8 7 190 194 OI 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 29.15 10 3 234 292 0 0 0 0 2 glazing, dr out, 0.320 w 23.361 30.01 30 7 707 908 01 0 0 0 2 glazing, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinq, dr out', 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W. Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out,, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outs 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C -09,v 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 1548 1548 2486 1633 30 30 48 31 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 350 350 0 0 21 21 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heaw damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 350 350 256 0 1 1 0 0 6 c)AED excursion 01 1 -5 Envelope losstgain 15815 7254 228 48 12 a) Infiltration 1496 171 33 4 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 530 2 1060 0 0 Appliances/other 1000 0 Subtotal (lines 6to 13) 17311 9485 261 52 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistributon 0 0 -261 -52 14 Subtotal 17311 9485 0 0 15 Ductloads 1 14% 18%1 2436 1714 14% 18%1 0 0 Total room load 19747 11199 �"'0 "11 0 Air required (clm) 600 600 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed ova 1 13: htsoPt 209-Ppr-24 13:53:12 RCCA ho De ver�20 Right-Suite®Universal 2019 19.0.05 RSU16998 Page 13 p 19�2nd10\8 3239 Quail Street.rup Calc =MJ8 Front Door faces: N Right -J® Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 Room name KIDS BEDROOM MECH 2 Exposed wall 27.5 It 0 ft 3 Room height 8.5 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 12.8 x 14.8 ft 4.3 x 3.3 ft 5 Room area 188.1 ft 13.8 ft Ty Construction U -value Or HTM Area(ft) Load ea(ft2) Load number (Btuh/W--°F) (Btuh/ft2) or periter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 108 54 270 32 0 0 0 0 2glazing, drout, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or out; 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or ouh; 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, or out; 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 n 23.36 10.03 54 0 1261 542 0 0 0 0 W Bg wall, heavy damp 0.068 a 4.96 0.58 125 115 573 67 0 0 0 0 10B -v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 111 2 34 290 2 glazing, dr out; 0.320 e 23.36 29.88 0 0 0 0 0 0 0 2 glazing, or out',, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinq, or out,, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 �-G 2 glazing, or outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 C 2 glazing, dr out, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 l ---G 2 glazing, drout; 0.320 s 23.36 12.03 0 0 0 0 D 0 0 0 �-G 2 glazing, dr out; 0.320 s 23.36 12.03 0 01 0 0 01 0 0 0 C 2 glazinq, dr out; 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 siv 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, or out,, 0.320 sw 0.00 0.001 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 0 0 0 0 10B -v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 k --G 2 glazing, or out', 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2 glazing, or outs 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 w 23.36 29.15 D 0 0 0 0 0 0 0 2 glazing, or out,, 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 2 glazing, cir outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 VN Bgwall,heavydamp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or ou6; 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, or out 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 0.000 0 C 0 g, aspha Attic ceiling, 0.022 61 1.005 188 188 302 198 14I 14 22 15 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19c9cp 0.000 0.00 0.00 188 188 0 0 10 10 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heave damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -138 -1 Envelope loss/gain 2640 999 22 13 12 a) Infiltration 216 25 0 0 b) Room ventilation 0 0 0 D 13 Internal gains: Occupants@ 530 1 530 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 2856 1554 22 13 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 137 30 -22 -13 14 Subtotal 2993 1583 0 0 15 Dudloads 14% 18% 421 286 14% 18%1D. 0 Total room load 3414 1870 Ity of D Airrequired(cfm) 104 100 0 Wheat Ridge Calculations approved NACCA to meet all reauirements of Manual J 8th Ed p tsoTt 2019 r- 2 ~- ho Denver�2019 Right -Suite@ Universal 2019 19.0.05 RSU16998 Pa 9 Cp \2nd 10\8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Page 14 Right -J® Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 1 Room name MASTER BATH M WC 2 I Exposed wall 18.0 ft O ft 3 Room height 8.5 ft heat/cool 8.5 ft heat/ ool 4 Room dimensions 1.0 x 173.2 ft 6.3 x 3.3 It 5 Room area 173.2 ft2 20.3 ft Ty Construction U -value Or HTM Area Load i (ft) Load number (Btuhw-°F) (Btuh/ft2) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Bg wall, heavy damp 0.068 n 4.96 0.58 153 138 685 80 0 0 0 0 2 glazing, dr outr 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 15 0 350 150 0 0 0 0 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr outr 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.068 a 4.96 0.58 0 0 0 0 0 0 0 0 10B -v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 N 2 glazing, or outr, 0.320 e 23.36 29.78 0 0 0 0 OI 0 0 0 2 glazing, or outr, 0.320 e 23.36 29.88 0 0 0 0 0 0 0 0 �G 2 glazing, or outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 �G 2 glazinq, or outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 V�iBg wall, heavy damp 0.068 s 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, or out, 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 OI 0 0 0 10&v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 29.15 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 OI 0 0 0 L -G 2 glazinq, or outr. 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osv 0.000 0.00 0.00 0 0 0 0 OI 0 0 0 C 16B-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticceiling,aspha 0.022 1.61 1.05 173 173 278 1831 20 20 33 21 F 19C-19oscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 9 9 7 0 0 0 0 0 6 c)AED excursion -35 -2 Envelopeloss/gain 1320 378 33 20 12 a) Infiltration 141 16 0 0 b) Room ventilation 0 0 0 0 13 Intemalgains: O=pants@ 530 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1462 395 33 20 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 137 30 0 0 14 Subtotal 1599 424 33 20 15 Dudloads 1 14% 18% 225 77 14% 18%1 5 4 Total room load 1824 501 37 23 Air required (clm) 55 27 t':'_ ;1, - 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Whevf Ridges(n1 _... wrigF�tsoft... I�i.11ft..ErT� [� Right-SuiteOUniversal 2019 19.0.05 RSU16998 4 9 1ViS1�13:53:12 ACC0. hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Fuge 15 Right -JO Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Aienue Suite #203, Vero Beach, FL 32966 Phone 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3235 Quail Street 1 Room name MASTER SUITE HALLWAY 2 Exposed wall 39.5 ft 6.8 It 3 Room height 8.5 ft heaV000l 8.5 It heat/cool 4 Room dimensions 1.0 x 323.0 ft 1.0 x 238.3 ft 5 Room area 323.0 112 238.3 f? Ty Construdion U -value Or HTM Area (ft2) Load Area (ftp Load number (Btuh/fF--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 174 124 616 72 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 20 0 467 201 0 0 0 0 2 glazing, dr outs 0.320 n 23.36 10.03 0 01 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr outs 0.320 n 23.36 10.03 30 0 707 303 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 0 0 0 0 10&v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr 2 glazing, dr out,, 0.320 e 23.36 29.88 0 0 0 0 OI 0 0 0 2 glazing, dr out',, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 E-G 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 C 2 glazing, dr outr. 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 19 19 95 11 55 25 125 15 2 glazing, dr outr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2glazing, drour,, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 13.78 0 0 0 0 30 21 701 413 W Bgwall, heavydamp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 142 112 557 65 2I 2 11 1 G 1013-v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2glazing,droutr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazi rig, dr outr, 0.320 w 23.36 29.15 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 30.01 30 3 707 908 "10 0 0 2 glazing, or out', 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinq. droutr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticosiling, aspha 0.022 1.61 1.05 323 323 519 341 238 238 383 251 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 21 21 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heaw damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 32 32 23 0 2 2 1 0 6 c) AED excursion 211 -2 Envelopeloss/gain 3690 2112 1221 678 12 a) Infiltration 310 35 53 6 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 530 0 0 01 0 Appliances/other 0 0 Subtotal (lines 6to 13) 4000 2147 1274 684 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 10 21 270 334 14 Subtotal 4010 2168 1544 1019 15 Dud loads 14% 18%j 564 392 14% 18%1 217 184 Total room load 4574 2559 1761 1203 Air required (dm) 139 137 54 ty of 64 Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r- wrigF�tsoTtr2# 5$• 2 Right -Su ite® Universal 2019 19.0.05 RSU1 6998 yJP3:_ " ACCAPage 16 ...hop Denver12019\2nd 10t8 3239 Quail Street.rup Calc = MJ8 Front Door faces: N Right -JO Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P an: 3239 Quail Street 1 Room name LINEN STORAGE HER CLOSET 2 E>posed wall 4.0 ft 10.3 ft 3 Room height 8.5 ft heat/oDol 8.5 It heat/cool 4 Room dimensions 4.0 x 7.3 ft 10.0 x 6.8 ft 5 Room area 29.0 ft' 67.5 ft= Ty Construction U -value Or HTM Area (ft2) Load Area (ft) Load number (Btuh/ft-°F) (Btuh/ftt) or perimeter (ft) (Btuh) or perimeter (ft) (Bhih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outs, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 00 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 2 2 11 1 1013-v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr 0.320 e 23.36 29.78 0 0 0 0 01 0 0 0 2 glazing, or out,, 0.320 e 23.36 29.88 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 34 34 169 20 85 77 381 45 2 glazing, or outr, 0.320 s 23.36 12.03 0 0 0 0 8 8 193 99 2 glazing, or outr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr 0.320 sw 0.00 O.OD 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 01 0 0 0 G 10B -v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or out; 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2 glazing, dr out; 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 29.15 D 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out: 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 I -G 2 glazing, or outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 ;LSC 2 glazing, or outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticceiling,aspha 0.022 1.61 1.05 29 29 47 31 681 68 108 71 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heaw damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bgfloor, heawdamp 0.020 0.73 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -45 -18 Envelopeloss/gain 215 5 693 198 12 a) Infiltration 31 4 81 9 b) Room ventilation 0 0 0 0 13 Internal gains: Oo upants@ 530 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6to 13) 247 509 773 207 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -247 -509 87 179 14 Subtotal 0 0 860 386 15 Dud loads 14% 18% 0 0 14% 18% 121 70 Total room load 0 0 981 456 Air required (cfm) 0 0 ;X. Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge wrG r.tsotc 2Dq9- r,2a '�- � ^ •g- Right -Suite@ Universal 2019 19.0.05 RSU16998 I�UIIdirK� lylit�I ACCA hop Denver\201912nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N 9 Right -JO Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks P% n: 3239 Quail Street 1 Room name HISACLOSET LAUNDRY 2 Exposed wall 15.0 ft 0.8 ft 3 Room height 8.5 ft heat/000l 8.5 ft heat/cool 4 Roomdimensions 8.3 x 6.8 ft 8.5 x 8.8 ft 5 Room area 55.7 ft' 74.4 ftl Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/fl:22F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 0 0 0 0 �-G 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 c 2 glazing, dr out,,, 0.320 n 23.36 10.03 0 0 0 0 0 01 0 0 2 glazing, dr outs, 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 a 4.96 0.58 0 0 0 0 0 0 0 0 106-v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 e 23.36 29.88 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 alazina dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W Bgwall,heavydamp 0.068 s 4.96 0.58 70 62 307 36 6 6 32 4 2 glazing, dr outr, 0.320 s 23.36 12.03 8 8 193 99 0 0 0 0 -G t 2 glazing, dr outr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazinq, dr outr 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 57 49 244 29 0 0 0 0 10B -v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 23.92 8 3 190 194 0 0 0 0 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 29.15 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 0.00 0.00 0 0 0 0 01 0 0 0 2 glazing, dr outr. 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 �-G 2 glazing, dr outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 �; CC 2 glazing, or outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 1613.30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.022 1.61 1.05 56 56 89 59 74 74 119 78 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 62 62 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 44 44 32 0 13 13 9 0 6 c)AED excursion 93 -47 Envelope loss/gain 1056 510 160 35 12 a) Infiltration 118 13 6 1 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 530 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6to 13) 1173 523 166 535 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1173 523 166 535 15 Ductloads 1 14% 18% 165 95 14% 18% 23 97 Total room load 1339 618 190 632 Air required (dm) 41 33 6 34 Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. F- wrightsotFt 2019 -Apr -2413:53:12 8 ..ho Den Right -Suite@. Universal 2019 19.0.05 RSU16998 '�� p ver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N Page 18 Right -JO Worksheet WebREPS 2ND FLOOR AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name KIDS BATH KIDS BEDROOM 2 2 Exposed wall 15.0 ft 27.8 It 3 Room height 8.5 ft heaUcool 8.5 It heat/000l 4 Room dimensions 6.3 x 8.8 ft 11.8 x 16.0 ft 5 Room area 54.7 ft2 188.0 ft2 Ty Construction U -value Or HTM Area (ftp Load Area (ft2) Load number (Btuh/ft-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavydamp 0.068 n 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, drout 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 10.03 0 0 0 0 0 01 0 0 2 glazing, dr out 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, or out 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 74 74 369 43 136 94 469 55 106-v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2glazing, droutr, I 0.320 e 23.36 29.78 0I 0 0 0 0 0 0 0 2 glazing, dr out 0.320 e 23.36 29.88 0 0 0 0 42 5 972 1243 �- -G 2 glazing, or out 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 I -C 2 glazinq, or outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 Ei2 glazing, or out 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 s 4.96 0.58 53 45 224 26 100 100 496 58 2glazing, droutr, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 s 23.36 12.03 8 8 187 96 0 0 0 0 2 glazinq, dr out, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 0 0 0 0 0 0 0 0 1013-v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, droulr, 0.320 w 23.36 29.15 0 0 0 0 0 0 0 0 2 glazing, or out 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 �-G 2 glazing, dr out 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 I; CGI 2 glazing, dr out 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Attic�iling, alpha 0.022 1.61 1.05 55 55 88 58 188 188 302 198 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 49 49 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 6 6 4 0 187 187 136 0 6 c)AEDexcursion -19 -103 Envelopeloss/gain 872 204 2374 1451 12 a) Infiltration 118 13 218 25 b) Room ventilation 0 0 0 0 13 Internal gains. Oocupants@ 530 0 01 1 530 Appliancesiother 0 0 Subtotal (lines 6to 13) 990 218 2592 2006 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 102 18 14 Subtotal 990 218 2694 2024 15 Ductloads 1 14% 18% 139 39 14% 18%1 379 366 Total room load 1 1 1129 257 3073X90 City '128 Air required (dm) 34 14 93 Wheat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrGghtsoft 2111R,,ti,Wrr'2413:53:12 - .-' _ --- - Rig ht -Su ite® Universal 2019 19.0.05 RSU1 6998 ACCA Page 19 ...hop Denver\2019\2nd 108 3239 Quail Street.rup Calc= MJS Front Door faces: N Right -M Worksheet WebREPs 2ND FLOOR A C 2 1-800-810-3280 WebReps LLC. 1880 82nd A/enue Suite #203, Vero Beach, FL 32966 Phone: 800-810-3280 Email: manualj@webrepsusa.com License: CAC54709 Job: 3239 Quail Street Date: April 22nd, 2019 Craig C. Brooks Pan: 3239 Quail Street 1 Room name KIDS CLOSET 2 MSD BATRH 2 2 Exposed wall I 5.3 It 16.5 ft 3 Room height 8.5 ft heaV000l 8.5 ft heat/cool 4 Roomdimensions 5.8 x 5.3 It 5.8 x 10.8 ft 5 Room area 30.2 ft' 61.8 ft= Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btlih/It=-°F) (Btuh/fF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.068 n 4.96 0.58 0 0 0 0 0 0 0 0 2 glazing, drout; 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, dr out,, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 n 23.36 10.03 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 e 4.96 0.58 0 0 0 0 0 0 0 0 108-v 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 29.78 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 29.88 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinci, dr out,, 0.320 e 0.00 0.00 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 - 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 C 2 glazing, dr outr, 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.068s 4.96 0.58 0 0 0 0 49 49 243 28 2 glazing, dr out, 0.320 s 23.36 12.03 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.3612.03 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 s 23.36 13.78 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 L -G 2 glazing, dr out,, 0.320 sv 0.00 0.00 0 0 0 0 01 014 0 0 W Bg wall, heavy damp 0.068 w 4.96 0.58 45 45 222 26 911 81 404 47 10B -v 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 23.92 0 0 0 0 0 0 0 0 2 glazing, dr outs 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 29.15 0 0 0 0 10 2 234 292 2 glazing, dr out,, 0.320 w 23.36 30.01 0 0 0 0 0 0 0 0 G 2 glazing, dr out,, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 2 glazinq, dr out, 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr outr. 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.000 0.00 0.00 0 0 0 0 OI 0 0 0 C 16B30ad 0.000 0.00 0.00 0 0 0 0 0 0 0 0 C Atticceiling,aspha 0.022 1.61 1.05 30 30 48 32 62 62 99 65 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0.000 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bq floor, heavy damp 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F Bg floor, heavy damp 0.020 0.73 0.00 18 18 13 01 40 40 29 0 6 c)AEDexcursion -5 117 Envelope loss/gain 283 53 1009 550 12 a) Infiltration 41 5 130 15 b) Room ventilation 0 0 0 0 13 Internal gains: Oc upants @ 530 0 0 01 0 Appliances/other 0 0 Subtotal (lines 6to 13) 324 57 1138 564 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -324 -57111 20 14 Subtotal 0 0 1250 584 15 Ductloads 14% 18% 0 0 14% 18% 1€�76 106 Total room load 0 0 1426 r" 690 Air required (dm) 0 0 43 37 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed L- wrigF�tsoft- �� ---------- Rig ht-Suite®Universal 2019 19.0.05 RSU16998 2019 -Apr -2413°5 :12 Page 20 .hop Denver\2019\2nd 10\8 3239 Quail Street.rup Calc= MJ8 Front Door faces: N IF OWL. I I Ti III °'� UTUtt E491T r �icll �. Tit � , UT A( Ir NOPE - 2A81 U c Ir rnl aim I 54M 54M Bus WV. - 5431,00 EznK IRP ROP WAR tE111 TO BE NORM 0At *M 10 If HOPE PPE TEs N sm 1 54= r - 2flfi1 IF 0 --- If -_tr HOPE sm E1aTm DaAO -, ._ OW WE MW ''I' WADWU LATER PIPE TO NAR wim"ft"SRl1CRl CNEX ION TO EIFS TO:FE OWED BY sas 910"m 0+00 0 �L V p•, 1f LOT 1 t I At �\ l ESMT 30f DUN. - - TY ES►U1T (TYYP) ! ". If ibk - 767 IF I 17.77 LF rICWr A - APPLEWOOD BAPTIST CHURCH, I , -�FAlf� �T' 2' ` �• ,1 �� (� _�t _ .nom � a- 30' DRAIN..\ ( t _ - 30' DRAIN. _ & UTIUTY-\ t_ 8 uTUTY _ ESMT TYP) \ _ -_ _` ES11T (TIP) SN 4 (aIStat BOIL NAWW) _ -- --- - _ - - (CDOA`£ SN $ T EIM e_ YNHaE PER 9-E0/-20 FOR 60' PPsrA: 15415 E) S . 544172P2 A 1°t ' (s) 5mor slazs 6rMEW BUT R0 !!"a M/: N (S) - 342434 If HW W. OUT 00 - sw� PLY. out (11) - 542414 FROPM GRADE Ir ITOPE ' waq � � J Loo� -- Bn 513117 It ROPE aEANOUT W cawomO in IIA*04 TO GE OE`2TIIm BY STFLvnxk E1 (RW W SIRUCML ENOIEEIOD I 1400 9RICNAL SCALE �'� Yr HOMI 19 I I I 15' "It ! XXAnON A a'F owuNnM T L LOT � I RA E50T (ra1t W H I I ' a uru1TY ESMT (TYP) ,• _ tI / ita b+ 119E 0) 1 1 _ TRACT R s1m V / �+ �7 �T• �^� �( m 1 (CWT BOX BASE NNW PER Y -801-2D � W PPE) M-5ww KY. OUT (th .-SM721 SK44MY`6-"PE 6 - °St R) srk0 . 514L37 - Ila A _ 544113 VIM am NY. -out . 544203 0 Lm E 60" & 12" HDPE PROFILE - SD1 2+00 1400 H:1"=30'V:i"=3' 4.0 8+00 igf�is� �- "E.um K,= ITUPE MOTES 1. SOMME MOM NO RAORY ALAN TNTIOPS SOU BE a11PAM DRa1aM DE 0" W TWO M WEW8 BY SK SOBS alowa 2 RE UVAO04 SROM ON DE PUN AM PROW SEM ARE APPROIGMIE ILLY AID ARE NOT TO K TAM AS FRW. t1EYAT1016. DE PNX O"ACTOR SHOULD WA APPRWIA11Y M IOP ONE (1) FOOT W IN AMRII 0800 UP OR DOM N ODER TO EUTW RK PAVOW F3EY WL YK UA=W =6110I TO I" ORAOE IS 170,110 (12) mm VIM O arm mm 1 06TM FOR STORM ORIO 1105 ARE 00 HORZO lIL OISTARE BMW COM OF YANMLE TO LilM OF NA MOS M IIIOOM ONCE SIM 01 RE PtAM ATE APF IMUTE AND Cala VARY aE W VEI ICAL Alam 1 C01111AACKIN TO MADE M A UWM OEM W -RAP TO AM TIE TTP OF YATE W TO BE AT 1W WHO WM AS SOOT S TIE CONIAAM STALL CONTACT THE UTIM 140TUTO COM 4F COLORADO AT LEAST H HORS PRIOR TO CONSIRUC1101 GSL 011. & NO CRNOI. FOR DETOIOaI OR NO FAOM WILL Oa2R SM PIPE (5) nU OF tIE PROPERLY Ba1DART'. Aw am Rur AFFECTS AMINIG PROPERTY SHALL REIM VURN APPROVAL �V.A TF rmw CWRUCOON E ENT FRIX YX 0001 OF sAo 7. ALL ORAD LIES ARE QM ■ RETRE'aRMI OXORIE PPE U LM OAEROSE NOTED. e RM W 90. W FOR 5 AFD d COOT MKIM DUALS 1. ADS HOPE PK 101E RMAM PER ADS NNIUFACLNEI RECOIOE 0=6 FOR PPE R SIROUM OOIDRIat 5425 1 7+00 7+47 F AC� W Z uj z a rr< 0 0 VJv) (� W— w m U) Q U m J w Q KIM m BB17-006 A: 3' 'C 51224 COPYPo4 w niT REVISION: WIT PINI E%HETIT DATE DN25"T DRAWN BY: RL CHECKED BY: NAL STORM PLAN & PROFILE - SD1 08 OF20 1" = 30' IL ,�1~� �.—______J �•_=---_-_._i3.-= -,�a� ��r'__=__ ___as ayssrl I �� '+JQ � r1 - — .-�_ s+ m w y I L I 3 oRAIL A I I -QUAIL STREET f Z LU _- -- -- ----- lr•ZiM 11 6Cf \. HMO Q o -'�- _—_STA _ x - J r1 0 � Q IF OWL. I I Ti III °'� UTUtt E491T r �icll �. Tit � , UT A( Ir NOPE - 2A81 U c Ir rnl aim I 54M 54M Bus WV. - 5431,00 EznK IRP ROP WAR tE111 TO BE NORM 0At *M 10 If HOPE PPE TEs N sm 1 54= r - 2flfi1 IF 0 --- If -_tr HOPE sm E1aTm DaAO -, ._ OW WE MW ''I' WADWU LATER PIPE TO NAR wim"ft"SRl1CRl CNEX ION TO EIFS TO:FE OWED BY sas 910"m 0+00 0 �L V p•, 1f LOT 1 t I At �\ l ESMT 30f DUN. - - TY ES►U1T (TYYP) ! ". If ibk - 767 IF I 17.77 LF rICWr A - APPLEWOOD BAPTIST CHURCH, I , -�FAlf� �T' 2' ` �• ,1 �� (� _�t _ .nom � a- 30' DRAIN..\ ( t _ - 30' DRAIN. _ & UTIUTY-\ t_ 8 uTUTY _ ESMT TYP) \ _ -_ _` ES11T (TIP) SN 4 (aIStat BOIL NAWW) _ -- --- - _ - - (CDOA`£ SN $ T EIM e_ YNHaE PER 9-E0/-20 FOR 60' PPsrA: 15415 E) S . 544172P2 A 1°t ' (s) 5mor slazs 6rMEW BUT R0 !!"a M/: N (S) - 342434 If HW W. OUT 00 - sw� PLY. out (11) - 542414 FROPM GRADE Ir ITOPE ' waq � � J Loo� -- Bn 513117 It ROPE aEANOUT W cawomO in IIA*04 TO GE OE`2TIIm BY STFLvnxk E1 (RW W SIRUCML ENOIEEIOD I 1400 9RICNAL SCALE �'� Yr HOMI 19 I I I 15' "It ! XXAnON A a'F owuNnM T L LOT � I RA E50T (ra1t W H I I ' a uru1TY ESMT (TYP) ,• _ tI / ita b+ 119E 0) 1 1 _ TRACT R s1m V / �+ �7 �T• �^� �( m 1 (CWT BOX BASE NNW PER Y -801-2D � W PPE) M-5ww KY. OUT (th .-SM721 SK44MY`6-"PE 6 - °St R) srk0 . 514L37 - Ila A _ 544113 VIM am NY. -out . 544203 0 Lm E 60" & 12" HDPE PROFILE - SD1 2+00 1400 H:1"=30'V:i"=3' 4.0 8+00 igf�is� �- "E.um K,= ITUPE MOTES 1. SOMME MOM NO RAORY ALAN TNTIOPS SOU BE a11PAM DRa1aM DE 0" W TWO M WEW8 BY SK SOBS alowa 2 RE UVAO04 SROM ON DE PUN AM PROW SEM ARE APPROIGMIE ILLY AID ARE NOT TO K TAM AS FRW. t1EYAT1016. DE PNX O"ACTOR SHOULD WA APPRWIA11Y M IOP ONE (1) FOOT W IN AMRII 0800 UP OR DOM N ODER TO EUTW RK PAVOW F3EY WL YK UA=W =6110I TO I" ORAOE IS 170,110 (12) mm VIM O arm mm 1 06TM FOR STORM ORIO 1105 ARE 00 HORZO lIL OISTARE BMW COM OF YANMLE TO LilM OF NA MOS M IIIOOM ONCE SIM 01 RE PtAM ATE APF IMUTE AND Cala VARY aE W VEI ICAL Alam 1 C01111AACKIN TO MADE M A UWM OEM W -RAP TO AM TIE TTP OF YATE W TO BE AT 1W WHO WM AS SOOT S TIE CONIAAM STALL CONTACT THE UTIM 140TUTO COM 4F COLORADO AT LEAST H HORS PRIOR TO CONSIRUC1101 GSL 011. & NO CRNOI. FOR DETOIOaI OR NO FAOM WILL Oa2R SM PIPE (5) nU OF tIE PROPERLY Ba1DART'. Aw am Rur AFFECTS AMINIG PROPERTY SHALL REIM VURN APPROVAL �V.A TF rmw CWRUCOON E ENT FRIX YX 0001 OF sAo 7. ALL ORAD LIES ARE QM ■ RETRE'aRMI OXORIE PPE U LM OAEROSE NOTED. e RM W 90. W FOR 5 AFD d COOT MKIM DUALS 1. ADS HOPE PK 101E RMAM PER ADS NNIUFACLNEI RECOIOE 0=6 FOR PPE R SIROUM OOIDRIat 5425 1 7+00 7+47 F AC� W Z uj z a rr< 0 0 VJv) (� W— w m U) Q U m J w Q KIM m BB17-006 A: 3' 'C 51224 COPYPo4 w niT REVISION: WIT PINI E%HETIT DATE DN25"T DRAWN BY: RL CHECKED BY: NAL STORM PLAN & PROFILE - SD1 08 OF20 1" = 30' I II I II I II II I II I I I I I I II I I I ___ _____________ ■ ISJ1 —� _ Dii�� ■_all JI�� I �' \L•1��. �ily�� L �� it � PROPOSED 1MNGWALL A WATER DUALITY 11.5' XX REINFORCE PER M-601-20 ORIFICE PLATE DESIGN 6- — OS 0144 2 CREST OF E1E'RGENCY SPILLWAY CFS CFS 3•(T1P) A7 50 -YEAR OVERFLOW Wm 019 I I la a•CONCRETE AZ 037 SZ WOOV DEV 5437. FLOWR• A3 WATER MATCH DUALITY POND OVERFLOW'S �BED 0 EXISTING 018 1,1e 4 EL 5437.58 —> --- — I I 1 I a 12' HOPE \ As TRASH RAO( AND WATER DUALITY / 1 14 7 ORIFICE RATE, SEE DETAILS J 0.11 L ;-, ,• ... . 1.98 5 0.2 RIP -RAP 0.02 0,41 9 TYPE 11 3 REDOING 1/4- THICK GALVANIZED 0.01 0.12 STEEL PLATE OVERLAPPD CLOSE NEM (GRATESSAM LA GAP N PLAN TALLCDOPER EMERGENCY SPILL WAY SECTION C CRE CON 'S NTS STANDARD M-604-11 NTS (1) STANDARD CBOT CLOSE MESH CRATES - INSTALL PER CDOT M STANDARD M -604 -II TOP OF POND = 5437 4:\ TOP OF POND = 5437.83 QUALITY WSEL=5437.01 4' CREST LENGTH WATER (MALTY OR CE PULEBOT FG (AS SHOWN l' ON PLAN VIEW) A:\ 4 j EL = 5437.58 A. TRASH 12• HOPE RACK BTM POND -5434.94 .. ♦ < TYPE R�; •,� - •vc -. • REDOING TO BE STAB0.RED MTN r :.. SEED MIX FOR HIGH WATDN 127 DEPTH TYPE L / 8'-3-'MNGWALLS I 47- I ELEVATION TABLE CONDITIONS BURIED RIP -RM EMERGENCY SPILL WAY PROFILE NTS SECTION A -A NTS US. FUER STAINLESS STEEL WELL SCREEN OR APPROVED EOUAIL USING #93 M E WIRE WITH 0.139. OPENINGS = BETWEEN WIRES T I'jfILWE \ CARBON STEEL 1 1/4•.1 1/2- INSIDE ANGLE FRAME ATTACHED TO CHANNEL BY IFNERMRIENT WELDS SCREEN FRAME • 11.5' XX COEFFICIENT I DESIGN 6- — OS 0144 2 AREA (AC.) CFS CFS 3•(T1P) A7 U 019 I I la 2 AZ 037 019 II 121 a A3 I I I I I 018 1,1e 4 A4 I I 1 I 0 352.08 _ 6 As f 0.01 4i SECTION A -A NTS US. FUER STAINLESS STEEL WELL SCREEN OR APPROVED EOUAIL USING #93 M E WIRE WITH 0.139. OPENINGS = BETWEEN WIRES T I'jfILWE \ CARBON STEEL 1 1/4•.1 1/2- INSIDE ANGLE FRAME ATTACHED TO CHANNEL BY IFNERMRIENT WELDS SCREEN FRAME LEGEND BASIN D w 5 YR. RUNOFF XX COEFFICIENT Z DESIGN — BASH CONTRI9UTIN — OS 0144 2 LEGEND BASIN D DEVELOPED RUNOFF 5 YR. RUNOFF XX COEFFICIENT DIRECT DESIGN — BASH CONTRI9UTIN — OS 0144 POINT AREA (AC.) CFS CFS I A7 035 019 I I la 2 AZ 037 019 II 121 a A3 035 018 1,1e 4 A4 0 62 _ 0 352.08 _ 6 As 0.50 0.01 0.19 7 0-1 0.11 0.5 5 1.98 5 0.2 0.04 - 0.02 0,41 9 03 0.04 0.01 0.12 LEGEND BASIN D DRAINAGE PLAN 5 YR. RUNOFF XX COEFFICIENT DRAWN BY: RL 100 YR. RUNOFF xx .XX xx COEFFICIENT PROP. AREA IN ACRES QDESIGN POINT — — PROPERTY LINE M ®N O M M O N O DRAINAGE BASIN BOUNDARY FLOW ARROW NOTES: 1. BULGING FOOTPRINTS SHKM FGR INFORMATIONAL PURPOSES ONLY. ACTUAL FOOTPRINT MAY VARY UPON CONSTRUCTION. WO PULE 6 ---_�-_ STAINLESS L < - STEEL Bars FIM 2 -I/2 -I SPACED 0 20- CARBON STEEL I 1/4-.1 WELL SCREEN 1/2• ANGLE FRAME TRASH PACK SEE ATTACHED TO CHANN DETAIL THIS SHEET BY WELLING ALL MOUND HEADWALL OPENING OUTLET STRUCTURE DETAIL MODIFIED TYPE'C' INLET NTS 10' MN I 5' YIN 5' MIN sI =I 3 �I z a oQo Z o€� H zo J� g N♦am LL w VJ W Z w Z /� `0 o Vl VJ Of i > O W m w Q UU) < J o � ZQ V L m BB17-006 PYR COIGHT X17 ..Ml'r w. .w•e on= REVISION: DRAINAGE PLAN DATE: 09252017 DRAWN BY: RL CHECKED BY. NAL MAX , P•7006@RN.Aq z a oQo Z o€� H zo J� g N♦am LL w VJ W Z w Z /� `0 o Vl VJ Of i > O W m w Q UU) < J o � ZQ V L m BB17-006 PYR COIGHT X17 ..Ml'r w. .w•e on= REVISION: SECTION B -B SWALE DRN NIS OF 20 1"=30' DRAINAGE PLAN DATE: 09252017 DRAWN BY: RL CHECKED BY. NAL P•7006@RN.Aq PROP. COMPACTED NATIVE SaL DRAINAGE PLAN (TO BE STABIUZED WITH IRRIGATED SOO) SECTION B -B SWALE DRN NIS OF 20 1"=30' HEIGHT STUDY (Al + A2 + A3 + A4 + A5+ A6+A7+A8) / 8 = AVERAGE GRADE AVERAGE GRADE: 5445+5446+5447+5448+5449 +5450+5451+5452=5448.5 1. BRICK- BRAND: COLOR TBD 2. WOOD -BRAND: COLOR TBD 3. SHIPLAP - BRAND: COLOR TBD 4. FASCIA PAINTED - GLIDDENS: COLOR TBD 5. CVG CEDAR SOFFIT- BRAND: STAIN TBD 6. ROOFING: SHINGLES 12111/2° Exo r172L-6s8 asT sooE 1o. wa18'-3 1/4' � rif soon sourx Exo 0 4T11_'.2*— yoso„rxExo 1;00'-0'/ 5452.75 T. s 9 314.l 5452.5625 13370.-5' �8 7xErxasrx Exo 12 ro. waif saoF xosrx sxo � ,zr1 vz• � ,o�x�x„Er�,xExo 719'-6 5/8' 3s1/4' 111'-6" 111'-5/8°°� souTx uo 110' -Ones 100'-0' 15452.75 99-9 3T/4'./ 5452.5625 T. 98`-9 7/8'15451.5695 ------------------------ 130,_5. 128•-7" IL T.—E .D 0 � n N J 119'-65/8' O T. wa<EMauaa19e 3/" 0 3 i EAS I ELEVATION/ FRONT Vff 11X17 Scale: 1/8": 1'-0" 24X36 Scale: 1/4": 1'-0" NOTES: 1. SEE SHEET A.11, DETAIL#1 FOR WINDOW WELL REQUIREMENTS 2. SEE SHEET A.13 FOR TOP OF FOUNDATION HEIGHT AND TRANSITION CHANGES *-6•--------------------------------------------------------------------------------------------------------------------------------------------------- — -- ------------- , 24X36 Scale: 1/4": 1'-0" NOTES: 1. SEE SHEET A.11, DETAIL #1 FOR WINDOW WELL REQUIREMENTS 2. SEE SHEET A.13 FOR TOP OF FOUNDATION HEIGHTAND TRANSI' N z _ Y N W ep r Jam 99'-6'/6225 �% m n Twous r. s. 96'-0'15448.5 120'-6 518• T. ,19?3/8' 112'-0' ,L I�C 111'-1 1!4' ro.Fxoxr�or�w . «x 109'-s" C 112'-0' A X111 W 9 -1 1/4 UA C E CL '0 00 FxoxT,�x�xorEax„ ,09u O 3 .0 osswE,srross Y m c�i aCi C vo O 3 N z _ Y N W ep r Jam 99'-6'/6225 �% m n Twous r. s. 96'-0'15448.5 120'-6 518• T. ,19?3/8' 112'-0' ,L I�C 111'-1 1!4' ro.Fxoxr�or�w . «x 109'-s" mc } m c O („) O Z O wwxE,srroxouTE w > m to Lu Q m ¢ u) Z QLU J Q F- f• Z Z o N O N 1 I I /5452.25 0 o \I I `I \I rwo c.s ws�Ero.s. a 0 N o I I I Q O N M ELEVATIONS 96'0 /5aa6.s �4•U� t—/ LANDSCAPE DATA TABLE LEGEND ZONE LOT LINE CONCRETE o ZONE LOT FIRST FLOOR SETBACK - FOOTPRINT BUILDING SECOND FLOOR SETBACK FOOTPRINT SPOT ELEVATIONS DIRECTION OF @ ORIGINAL WATER GRADE DRAINAGE BIRDS EYE COVERD AREA \ \ \ \ \ BUILDING FOOTPRINT UTILITY MAX SOD EASEMENT — ' - UE — 6' WOOD PRIVACY o FENCE EXTERIOR OVERHANGS t—/ LANDSCAPE DATA TABLE SIDEWALK. PATIO. 4,582 SF BUILDING FORM ON ZONE ZONING LAND USE STANDARD LOT LOT HABITABLE STORY TOTAL FINISHED BASEMENT: ONE UNIT DWELLING 1,121 SF DRIVEWAY s BUILDING 1,914 SF SOD ON SITE SIZE ATTACHED GARAGE LANDSCAPE AREA TWO CAR GARAGE: 2 PARKING SPOTS 689.5 SF AREA W 18 3,033 SQFT BIRDS EYE FOOTPRINT TWO CAR GARAGE MAX SOD 19,297 SQ. FT. 5,937 SQ, FT 13,360 SQ. FT. ALLOWED ON c aw SITE = 6,680 SQ. Q FT. 1. NO LESS THAN 25% OF THE GROSS LOT AREA AND NO LESS THAN 100 %OF THE FRONT YARD (EXCLUSIVE OF DRIVEWAY AND SIDEWALK ACCESS TO THE HOME) SHALL BE LANDSCAPED. 2. NO MORE THAN 50% OF THE TOTAL LANDSCAPED COVERAGE ON THE LOT SHALL BE COMPRISED OF TURF. PROJECT AREAIZONING LAND USE INFORMATION: TOTAL NEW PRIMARY STRUCTURE: 4,582 SF BUILDING FORM ON ZONE ZONING LAND USE GROSS FLOOR AREA LOT HABITABLE STORY FINISHED BASEMENT: ONE UNIT DWELLING 1,121 SF FIRST FLOOR: ONE UNIT DWELLING 1,914 SF SECOND FLOOR: ONE UNIT DWELLING 1,547 SF ATTACHED GARAGE TWO CAR GARAGE: 2 PARKING SPOTS 689.5 SF 175'-5 3/4" 175.48' EXISTING PROPERTY LINE . SIDE INTERIOR ZONE LOT 5' DRAIN 8 UTILITY ESMT. UE —UE 5a4a m � 81'-10" 63-0 1/2" 2,_0" 15'-8' L 37'-2• •••s44e R-1 ZONE DISTRICT SINGLE FAMILY HOUSE ZONE LOT AREA: 19,297 SF 110 FOOT WIDE ZONE LOT BUILDING FOOTPRINT= 2,343.5 SF GARAGE FOOTPRINT= 689.5 SF TOTAL BUILDING COVERAGE= 3,033 SF TOTAL BUILDING COVERAGE= 15.7% 3,033/ 19,297 = .157 2 PARKING SPACES PROVIDED 5a47 5445 5450 �- . . . . . . . 5415 W SINGLE FAMILY HOME, m R\ W 18 3,033 SQFT BIRDS EYE FOOTPRINT TWO CAR GARAGE J aJ p SOFT INCLUDED IN F. 100'-0" / 5452.75 BIRDS EYE FOOTPRINT F T.O.S.=99'� 15452.25 Q c aw Q z z H 13'-0" 13'-6' X 6'-3 1f2' T-1/2" o 62'-113/4' '-11 3/4" BACK PATIO \ N IN Z F 4 2 �o 0 '7 c I 77'-5 1/4" m SECOND FLOOR FOOTPRINT DRIVEWAY-- 30' DRAIN 8 UTILITY ESMT. � REAR BUILDING SETBACK Y n - R-1 ZONE DISTRICT SINGLE FAMILY HOUSE ZONE LOT AREA: 19,297 SF 110 FOOT WIDE ZONE LOT BUILDING FOOTPRINT= 2,343.5 SF GARAGE FOOTPRINT= 689.5 SF TOTAL BUILDING COVERAGE= 3,033 SF TOTAL BUILDING COVERAGE= 15.7% 3,033/ 19,297 = .157 2 PARKING SPACES PROVIDED 5a47 5445 5450 �- 30'-2 314" HEIGHT STUDY (Al +A2+A3+A4+ A5+ A6+A7+A8) / 8 = AVERAGE GRADE AVERAGE GRADE: 5445+5446+5447+5448 +5449+5450+5451+545 2=5448.5 REFERENCE SUBMITTED OVERALL GRADING PLAN ON CIVIL DRAWING 04 FOR LANDSCAPE REQUIREMENTS FOR STANDARD LOT 5'-0" rc Z Za N K WWY 6 O J •-� 5451 I 30'-0" FRONT SETBACKTO FACE OF BRICK JSE SEWER LINE TO MAIN Z 30'-0" ILDING SETBACK . . . . . . . . . . . . . . Y :1 5452 19-43/4- 31'-10" �— 5148 ta 81•_10" o E— UE N ^ C F DRAIN!r— UTILITY ESMT. ZONELOT SITE DRAINAGE PLAN ® 175.38EXSTNRGPROPERTY LINE a 175'-0 1/2" a 11X17 Scale: 1/16" : 1'-0" N 24X36 Scale: 1/8": 1'-0" NOTES: 1. SEE SHEET A.11, DETAIL#1 FOR WINDOW WELL REQUIREMENTS 2. SEE SHEET A.13 FOR TOP OF FOUNDATION HEIGHTAND TRANSITION CHANGES 5'-0" IN a. 0 0 3 2 m F Z U cc O o Z O w 1n > w cc m z w F zZ D, N N O O YiiIYIIYII m paAmmA SITE DRAINAGE PLAN A.1 3 3239 QUAIL ST. SINGLE FAMILY HOME, 18 3,033 SQFT BIRDS EYE FOOTPRINT TWO CAR GARAGE _I8 p SOFT INCLUDED IN F. 100'-0" / 5452.75 BIRDS EYE FOOTPRINT F T.O.S.=99'� 15452.25 Q 13'-0" 13'-6' 6'-3 1f2' T-1/2" BACK PATIO \ N IN HC 4 2 �o 0 '7 c SECOND FLOOR FOOTPRINT DRIVEWAY-- N ^\b n - q 4'-6' i 9 'Yv0. '2. n 5458 7 v 30'-2 314" HEIGHT STUDY (Al +A2+A3+A4+ A5+ A6+A7+A8) / 8 = AVERAGE GRADE AVERAGE GRADE: 5445+5446+5447+5448 +5449+5450+5451+545 2=5448.5 REFERENCE SUBMITTED OVERALL GRADING PLAN ON CIVIL DRAWING 04 FOR LANDSCAPE REQUIREMENTS FOR STANDARD LOT 5'-0" rc Z Za N K WWY 6 O J •-� 5451 I 30'-0" FRONT SETBACKTO FACE OF BRICK JSE SEWER LINE TO MAIN Z 30'-0" ILDING SETBACK . . . . . . . . . . . . . . Y :1 5452 19-43/4- 31'-10" �— 5148 ta 81•_10" o E— UE N ^ C F DRAIN!r— UTILITY ESMT. ZONELOT SITE DRAINAGE PLAN ® 175.38EXSTNRGPROPERTY LINE a 175'-0 1/2" a 11X17 Scale: 1/16" : 1'-0" N 24X36 Scale: 1/8": 1'-0" NOTES: 1. SEE SHEET A.11, DETAIL#1 FOR WINDOW WELL REQUIREMENTS 2. SEE SHEET A.13 FOR TOP OF FOUNDATION HEIGHTAND TRANSITION CHANGES 5'-0" IN a. 0 0 3 2 m F Z U cc O o Z O w 1n > w cc m z w F zZ D, N N O O YiiIYIIYII m paAmmA SITE DRAINAGE PLAN A.1 City of Wheat �idge OMUNjTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 June 8, 2018 OFFICIAL ADDRESS NOTATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 3275 Quail Street NEW ADDRESS: 3211 3239 3267, 3291 Quail Street SUBDIVISION: Quail Creek Estates LOT(s): 1-4 SECTION: 28 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: G7 I DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel@,jeffco.us and edelynko*effco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda j.martineznn,usps.gov and krissyj.summerfieldAusps.gov and arlene.a.vickrey(a,usps.gov and billy.e.cogh, ilI6a usps.gov 8. Xcel Energy, sandra.cardenas(a-),xcelenergy.com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w h eatridge.coms DATE: i CITY OF WHEAT RIDGE Building Inspection Division, (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: <Z4 Permit Number: d) C CA) A6.<.- �—rae�►ai ❑ No one available for inspection: Time 1 1 id 0 AM/PM Re -Inspection required: Yes Nod When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usfinspection Date` �'� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 1 1U U ❑ No one available for inspection: Time `: AM/PM Re -Inspection required: Yes No When corrections have been gw-de, schedule for re -inspection •on-line at. http✓/www. ci. wheatridge.co. u-%rinspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Work Shop Denver 4373 Jason Street Denver, Colorado 80218 Structural Engineers Arvada, CO 80004 Attention: Mr. Brad Weiman Subject: Foundation Footing Observation Job No.: 190147 Date: 7/31/21 Address: 3239 Quail Street, Lot 2 Quail Creek Estates, Wheat Ridge, Colorado Date of Observation: July 17, 2019 Mr. Weiman: (303) 940-0996 Fax (303) 940-1718 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the reinforcing steel placement in the footings. The foundation reinforcing was in general compliance to the foundation plan for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this o be of further assistance. Gerard Enterprises, Inc. e Weitz taff Inspector tion or when we can A " X' . 7-31-t�,��. �t®81 R i i i 1�p�i i Gerard Al. Meiser, P.E. Project Engineer Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Work Shop Denver 4373 Jason Street Denver, Colorado 80218 Attention: Subject: Address: Date of Observation: Mr. Weiman: Structural Engineers Arvada, CO 80004 Job No.: 190162 Date: 8/15/19 Mr. Brad Weiman Foundation Reinforcing Observation 3239 Quail Street, Lot 2 Quail Creek Estates, Wheat Ridge, Colorado August 2, 2019 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation wall reinforcing bars was conducted at the subject location on the date indicated. The foundation wall reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Also, observation of the foundation UFR bar was conducted at the subject location on the date indicated. This observation is limited to the visual existence of the UFR in the footing. The UFR was located in the north basement wall on the west end. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e Weitzel taff Inspector EG \`�\\ Cie •aaeemee$�3�,$,®+"is,i ®Se` Rp A • r, IQ,= -o LI`bJluc, :tee Gerard M r, P.E. Project Engineer Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 October 23, 2019 Mr. Brad Weiman Workshop Denver 4373 Jason Street Denver, Colorado 80211 Structural Engineers Arvada, CO 80004 Subject: Exterior Sheathing for Shear Walls and Roof 3239 Quail Street, Wheat Ridge, CO GEI Job No. 190063A Dear Brad: (303) 940-0996 Fax (303) 940-1718 We visited the subject site on October 9, 2019. The purpose for our visit was to review the visible condition of the exterior wall and roof sheathing. Following are our observations. During our visit, we noted that the house was partially framed with the exterior wall and roof sheathing in place. We observed the visible condition of the sheathing and nailing in accordance with our plan recommendations. Based on our visual observations it is our opinion that the exterior wall and roof sheathing are installed and attached in general conformance with the recommendations. If there are any questions or if we may be of further service, please call. Sincerely Q nterprises, Inc. Cb •TJf, n X610 - Gerard A. � eiser, P.E. � 3�'a The City of Wheat Ridge Third Party Form Check List Property Address 237 ( _") '.1 e, Permit Number a \ cl c7_�n R:i-;f Permit Issued Date r� f'l Omer Information Property Owner Information Property Owner Address Inspector Information, Inspection Company Inspector Name Inspector Contact info. Ca" Mani*" rfr ani s« Hiroo IBA LLC - Pagel of Inspector Statement and Acknowledgement I Nearby 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, 11 1 hearty 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 qty of Wheat Ridge Policies and Procedure and Manufacturers recommen, Inspector: Date: 3,10 -go 111 Nearby 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 Ridge Building Division inspection. Propery OwneriAgent *Date: 4 This ongmal document and permit card, as well as the rooft check list, must be submitted tc the Chief BuHding 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 The City of Wheat Ridge In spf0off CbeckksOotes MID -ROOF The City of Wheat Ridge Ins Page 2 of 2 Metal roof Shtrtgfts shall not be installed on slope teSS 3:12 Metal va#eY flashing Snag be Me same material as roof extend a min of r from Me L] Metal vasey flashing shall centerline with a min of 3f4 - "ll splash dvertef rib built-in at the flow line with sections ovedaPPing 2 1 - of 4" mire_ Tile Rt7o�� uirerrtanrnts - 12 slope shall have a min- 2-112. Clay and concrete tile Slopes 4:112 and under require double undeflaYrnent Company Name: JB: NSUL N Company Name: JEA NSUL111 6 I , 7 1 _!YO Inspector Signature Inspector Signature: nsnectio I _q Date of FINAL Inspection: Date of MID -ROOF tin Structural roof components verdy that no more than 2 layers of shingles exist Flashing for roof and walls d verify that it is listed in the it new sheathing is installed permit descnptK>n (valuation must be adjusted) Verify sheathing nail pattern (See Policy & Procedures) Crickets and saddles Where needed Verify B vent must have boot same gauge as pipe WA Ver" vent Caps %UA Verily no flash#wgs are damaged cw rusted Step flashing shall be min- of 4x4 piece per shingle Verify scuppers allow for proper drainage SPR Pow, Ice and water shield Tin heated wall WaCes Untlertayments must f040w 2012 IRC / 2012 IBC Verify roof Slope for proper drainage Ll Dripedge shall have mm of 2'* overlap 1:j Dopedge should extend down min 2- past roof deck Dripedge shall be mechanicaly fastened 12" OC 90 LB rollroofing shag not be applied to roof slopes less than 2-12 slope: Exception, detached garages, patios, carpods, open on three sides with mtn slope of 1-12 %'A Modffied Bitumen, EPDM. TPO min slope 114:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Pass a fa,a. Modified Bitumen, r -PDM, TPO min slope 1/4,12 slope must be installed in accordance with the mainufacturem specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal roof Shtrtgfts shall not be installed on slope teSS 3:12 Metal va#eY flashing Snag be Me same material as roof extend a min of r from Me L] Metal vasey flashing shall centerline with a min of 3f4 - "ll splash dvertef rib built-in at the flow line with sections ovedaPPing 2 1 - of 4" mire_ Tile Rt7o�� uirerrtanrnts - 12 slope shall have a min- 2-112. Clay and concrete tile Slopes 4:112 and under require double undeflaYrnent Company Name: JB: NSUL N Company Name: JEA NSUL111 6 I , 7 1 _!YO Inspector Signature Inspector Signature: nsnectio I _q Date of FINAL Inspection: Date of MID -ROOF tin ., .L I 0 N 0 0 N A .. rril 0 N 0 N = oO N - m Z m rn m ;a D I m 50 D r � m Z M rn 2 n m 0-0 L/) 0 m < > O un 0 O 0 = M M n d � n s C (D 0 T ow a N m CCD N ri v m 0 ,C--. d n C d �* p� rD (D 3 0` 0 3 m n n 7 (D n w N Q NO N �- pQ Oo vi Ib z a z z (D O to w A D D w d ID 3 T X n : ': O 7 01-0 R :T�% O /� � m�� a rn MO 0 N (D ^ Q O 0 Li r? N m � a m c 0 7 n on � W m C °(D an n Cj �• CLua W � �. CD d 7 a, F 7 p CD CD SN n a, N 7 rD N N _ d N < , UG M d N DOn W ^ 7 7 O N r O {/ a a w = n= a Co 0 v o 0 w _� 7 a n L .730 O' D = = O 0 j N C 7 o 7 7 fi !� D Ll D mC O O Z ru c. .,. N < rI+ O O n S , d d A O rD (D 7 r 0 J E N n n N D N W m m 7- Q N n- O N N , O d n to to Fn d (D �' N UO n j 7 d O n n rt a in NCO Ti y m y N m 2 _ c n T n n N (D Z n � N O 3 C ? w0 O n O 7 p d T m w 0 Co 3 7 V a ^ d m �n y 7 ? 7 a o n0 (D O EM c y m I 0 N 0 0 N A .. rril 0 N 0 N = oO N - m Z m rn m ;a D I m 50 D r � m Z M rn 2 n m 0-0 L/) 0 m < > O un 0 O 0 = M M 2012 IECC Building UA Compliance Property Workshop Denver 3239 Quail St Wheat Ridge , CO Weather:Denver Intl AP, CO 3239 Quail St 3239 Quail St 121ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Confirmed 6/25/2020 RaterID:0001739 Green Your Home Elements Insulation Levels This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) In fact, this home surpasses the requirements by 5.8%. Name I Colleen Fitz -Gerald Organization I Green Your Home Signature /&� Date 25 June 2020 REM/Rate - Residential Energy Analysis and Rating Software v16.0 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. 2012 IECC As Designed Shell UA Check Ceilings: 64.0 50.7 Above -Grade Walls: 199.5 186.9 Windows and Doors: 333.0 328.2 Floors Over Ambient: 14.6 9.6 Basement Walls: 117.3 110.5 Overall UA (Design must be equal or lower): 728.3 685.9 Mandatory Requirements Shell UA Check PASSES Duct Insulation R -Value Check (per Section 403.2.1) PASSES Window U -Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Leakage (Section 403.2.2) PASSES Mechanical Ventilation (Section 403.5) PASSES Mechanical Ventilation Fan Efficacy (Section 403.5.1) PASSES Mandatory Requirements Check Box (2012 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) In fact, this home surpasses the requirements by 5.8%. Name I Colleen Fitz -Gerald Organization I Green Your Home Signature /&� Date 25 June 2020 REM/Rate - Residential Energy Analysis and Rating Software v16.0 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. •ope-jolo:) 1japino9 `03SRON 6LOZ-S86L O -sgutnes jo s;sou Aojaua;o 6;uejnm �(ue a;n;t;suoo;ou scop uol]ewJo;ul st41 0.9 Ln aJeMuoS Sul;ea pue stsAleuV dS-J9u3 lel;uaplsaa - a;eb/W321 •piepue;s a;eudadde ay: o; aa;ai `lte;ap alow j03 •sino4 £ Ajana aouo;seal;e not;ell;uan saptnad wa;s(s ay; se Suol se a;ej Wool; palqnop a Sutsn Rep aac sino4 ZL o; paonpai aq ueo awl;wu ay; `aldwexa j03 • (lOutpio»e pa;snl a sl a;ej rook ay; dt pasn aq �Cew uopelt;uan le:)lueyoau ;ua;;twia;ul •,;Ipaio uol;eJ;lt;ut, a;eudadde Rue sa;ejodn:)UL a;eJ £ tOZ-Z'Z9 a41 'PJepue;s ay; ;o uotsaan;ey; japun ;uawannba. 5utpltnq-aloynq ay;;aaw lltm P,.qm not;elpuan ale ysaJ; leoweyoaw SnOnNIJ.NO0 ay; aje anoge umoys sa;ea rook Z'Z9 3"HSV a4J s;uawannbab UOMIRWA - VZ9 3VUHSV 0'6Z 0'4Z Z£L 86 £LOZ-Z79 OtOZ-Z'Z9 3VNHSV 3VdHSV BL.UGH .InoA uaaj!) 0040'0 Vd:)/SZWrI3 V/N 00'0 0 V/N V/N 0000'0 0000'0 0 �amol ZVO 59'0 11000'0 S'OL S8Zt 618 95'1 LO'0 uopelpuaA lein;eN not;ell;uan SullooD 0,14 s;;eM ue3 0'4Z Ce0/sjnoH 86 (w;o) a;ea 0'0 (%) '-43 tianooab lelol '[PV 0'0 (%)'.43 tianooad algtsuaS '(PV (luO;sneyx3 leolueyaaW UOL1ej!4Ua/ 00170.0 98geal 1:)n0 le;ol Vd:)/SZWd:) s;tun 98"eal pnd le]ol V/N tivaut"3 lewJ041 00.0 (ui-bs) eajV a8eMeal 'M3 0 slexed OS & WAD V/N Vdl / ZS PIS -jad W30 V/N ZS L P3S aad Wal 0000'0 Val / SZW33 0000'0 UelWdl / SZW33 0 slexed SZ @) W30 iaadn- stun apts;no o; aSe)teal ageMeal pnl ZVO S9'0 LMOT VOL 59Zt 6L8 95'1 OVO Sugoo:I But;eaH ;sal good Jann019 lla4s bs/OSW3l (ut'bs) 11a4s 1s OOt/V13 eajV a8e,4eal x;uadS (ut•bs) eajV aBLNeal -.43 slexed OS TD Wal slexed SZ Wal slexed OS H3V HSV lein;eN uopeilIgul asnOH ajoy/ Slq•;twad »31ZL IS POO 6£i ianua0 doysluoM 1S Item 6£1 jaPlln9 0D `dV AulJanua0:Jay;ea 6£LLOOO:O1 -Ja;ell PT-la9-ztl3 uaallo3 00 ` aSPlll;ea4 OZOZ/SZ/9 06ZL-8Z9-OZL 7S ltena 6£; pawl;uo3 awoH jnoA uaai0 janua0 dogsMjo S213H uopeztue5�O gado. age)jea-1 aid RESNET Home Energy Rating Standard Disclosure For home located at: 3239 Quail St City: Wheat Ridge State: CO ❑X The Rater or Rater's employer is receiving a fee for providing the rating on this home. Green Your Hon ❑X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 11 The Rater or Rater's employer is a supplier or installer of products, which may include: Installed HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): is in Rater Rater Rater Rater Rater Rater Rater this home by: Employer Employer Employer Employer Employer Employer Employer OR is in the Rater Rater Rater Rater Rater Rater Rater business of Employ Employi Employ( Employ( Employ( Employ( Employ( 1 This home has been verified under the provisions of Chapter 6, Section 603 Technical Requirements for Sampling of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET) ttest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the Jng quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential ergy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter e 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf e Home Energy Rating Standard Disclosure for this home is available from the rating provider. leen Fitz -Gerald er's Printed Name er's Signature 0001739 Certification # June 25, 2020 Date REM/Rate - Residential Energy Analysis and Rating Software v16.0 RESNET Form 0300-2 This information does not constitute any warranty of energy costs or savings. O 1985-2019 NORESCO, Boulder, Colorado. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �i.�.*� �< s Permit Number: C�1 Lti C?yi~3 r ❑ 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.usrinspection Dater �` �� Inspector:=> DO NOT REMOVE THIS NOTICE