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3291 Quail Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: L Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes CL When corrections have been mad , sc dule for re -inspection online at: http✓/www.ci.wheatridge.co.usrns ecti ��"'—�..� City of �- Wheat i0,dd COMMUNITY DEVELOPMENT gle SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3291 Quail St General Contractor: Brad Weiman - Work Shop Denver FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: L+D Electric LLC Contact Phone #• 720-272-12 $yj Wheat Ridge Contractor License #: 120187 (required field) State License #: Master License Printed Name of Authorized Agent 4imginaAffr-e—offuthorized Agent pS% 0y/z,020 Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: '`^ 0 ❑ No one available for inspection: Tim �MIP1 Re -Inspection required: Yes O When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinspecton Dates Spector. _. m 0 ov 0 11 x 0 .t - 0 = CD 0 0 M Ea 0 �4 a g rr m 0 CD m m rr lj..,t:r I -h tz 0. t7 F" 0 t -h im z t.) 000 M 0 rr n 0 0 m 0 :j g C) 0 rt �n --j 10 m C> Ln 0. rn M 0 q z 0 0 0 ti Ur F. m 0 (D 0 co A P- m 0 0 C/) tl m CL 0 F -J 0 cr I -j CD " v CD 2. a I -h 0 -4 0� 0 % c a� (D M 0 0 P, 0 n Ui CL ct :j P) np >. 0 0 0, Qj z 0, m > m o -1 0 P) > eD m 0 Z n S, I -h '. 0 tZI ::� rr m C) , E3 Z :4 rr M m 10 CD C) --q 0 0 m t -h H (D (D 0 C 0) H 0 00 E. rr P t -h fD rt rr t1i �r 0 m tQ rr 14 CD e, 0 m tr K 0 0 fD ci F.- CD n IQ M tQ C) 2.() 6 00 tz uj rr V uj 0 ct C ep 0 10 CD pr ID eb CL eb X t"1 r+ 3• rn 3 3 o �• (D Ln3 C f�-A1• J• V+ D 0 n� 0 t -t ` V 0 1 l� 0 0 0 r+ hPIOTO r+ v V'f • 0 3 m r+ r+ 0 0 ul z rn Trn rn N D I M 00 D 0 r � rn rn z rn ^� L 1 � rn n� 0 ;vcZ 0 rn C C V) O 0 "' Jr 0 0--1 rn rn n a � c � OD p K OI m Q va Up lb 0 C v 7 X " N C)N N C N • N Z H C Oi a O y C f'1 O 0+ 3 Q 3 O ID n O 7 n (D a n =r rD _ O r' O T ID D OC r" o c� n (Dcr`" o a w T CD ° n a° w•^• cn -- z z L z N z zm O J O ? 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'X The Rater or Rater's employer is receiving a fee for providing the rating on this home. M r Green Your Home 2. Xj 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 I D. Training for sales or construction personnel L E. Other (specify below) 3. L_I II 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 EC. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. 1 I 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 a Employer Rater Employer Air sealing of envelope or duct systems RaterEmployer 1 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 �I Rater I Employer Other (specify below): C Rater E Employer L Rater J Employer 5. 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 Name Rater's Signature 0001739 Certification # December 10, 2019 Date RESNET Form 0300-2 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. City of Wheat Ridge Residential Swimming Pool PERMIT - 201901470 PERMIT NO: 201901470 ISSUED: 08/19/2019 JOB ADDRESS: 3291 Quail St EXPIRES: 08/18/2020 JOB DESCRIPTION: Residential 16,200 gallon swimming pool. Square footage: 612. 336,000 BTUs. **REVISION: Adding hot tub; Added valuation: $5,500.00 *** CONTACTS *** OWNER (303)949-5945 WEIMAN BRAD SUB (303)829-2569 KEN MACKEY 190200 MOUNTAIN MAN CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 55,500.00 FEES Total Valuation 0.00 Plan Review Fee 474.21 Use Tax 1,165.50 Permit Fee 777.85 Engin. Review Fee 150.00 ** TOTAL ** 2,567.56 *** COMMENTS *** *** CONDITIONS *** 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. 14, City of Wheat Ridge �a Residential Swimming Pool PERMIT - 201901470 4 PERMIT NO: 201901470 ISSUED: 08/19/2019 JOB ADDRESS: 3291 Quail St EXPIRES: 08/18/2020 JOB DESCRIPTION: Residential 16,200 gallon swimming pool. Square footage: 612. 336,000 BTUs. **REVISION: Adding hot tub; Added valuation: $5,500.00 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and 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 et st that I am legally authorized to include all entities named within this document as parties to the work to be per rmed a hat all w k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in 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 issuance2nting of a pit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cgS an)jordina or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ��f� Wheat ge UNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridae.co.us I FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �,a�l Nur, I, jtceQ? Property Owner (please print): &ad LL�Q;,y\&,-) Phone: '3C3,gL(q .5�c1 i Property Owner Email: �I Cup I,�cr �S�wDc�en,� er' • (cM Mailing Address: (if different than property address) Address: W� ia. �tA City, State, Zip: 'bmy-e ACU -�')D k '), Submitting Company: wog K S�-Oe o:-'N"o- C Contact Person: -"J Phone: &3 = q 9 9 '5-c� q5 Contractor: P)t-Ckc( U./42(r✓)C0 1A 10L 14- rJls�6.1fe LP( Contractors City License #: Phone: -303.a '(q " 5Yc1le�— Contractor E-mail Address: LAw4'00 ect---ei , c"&A/\ Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. FULF Amps GJtiS INA 6n 0Jr*T(\AA �kcn Btu's Squares Gallons 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: (OWN(ER)i (CONTRACTOR) or (AUTHORIZED RE TATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: tYx 1�1 Q JV�E►� SIGNATURE: DATE: • �(, r2 1 �� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 3 AUTUMN BRLLANCE 5ERVCEBERRY 13 FEATHER REED GRA55 6 PAMPAS GRASS 5 BAKER I BLUE SPRUCE f aLIE AVENA GRA55 I MAC)EN GRA55 6 SPANISH GOLD BROOM 6 GIANT 5ACATON GRA55 2 SPARTAN .AIHPER 6 SKYROCKET 'U11PER I FAT ALBERT BLUE SPRUCE 2 BOSNIAN PNE I RELANCE PEACH 51 DNARF FOUNTAIN GRASS 34 5TELLA DORO DAYLLT 2 CLACK HLL5 SPRUCE 5 ASPEN I AI STRIAN PNE i0 NHTE WD FLGO FINE 14 BLONDE AMB'T'ON GRASS z ALE: 1/5" = I' Environmental Designs, Inc. 12511 East 112th Avenue Henderson, CO 80640 303-287_9113 W ki m W o Q / O U W Z 73 Q m -I-> �7 W e DESIGNED BY: Connor Burg,uold PHONE: 720-317-9286 EMAL DATE: 7/31/2019 REVISION B/B/2019 LANDSCAPE PLAN SHEET: Th'K do t, the desgn, and ideas herein are the property of EW,—t.1 Designs, Inc. (EQ) trd its use is strictly prohibited uRhout the written consent of ER Any v ftnzed use aid/or d.9licotim —y —.At in lag a Lim. Cantroctar n resp—ble for verifying —ennents, site —dti—, ord quantities. Any d—paxies shxAd be brarght to the altentlon of the 'U"t aid considered when providny m estrrote. Call uUlty locotes 51 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �� 'i`• �✓,�r Job Address: Permit Number: c:., C) a C;; f ❑ No one available for inspection: Time AM/PM r - Re -Inspection required: Yes Nq. j When corrections have been made, schedule for re -inspection online at: http✓/www.cL wheatridge.co. uarinspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �� 'i`• �✓,�r Job Address: Permit Number: c:., C) a C;; f ❑ No one available for inspection: Time AM/PM r - Re -Inspection required: Yes Nq. j When corrections have been made, schedule for re -inspection online at: http✓/www.cL wheatridge.co. uarinspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: p( �---� ��-- -t Job Address: Permit Number:"" ❑ No one available for inspection: Time > -'7 ,,AwPM Re -Inspection required: Yes" No, When corrections have been http✓/www. ci. wheatridge. co. u Date: J�fl nspecto r for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:( - Permit Number: C` C) —cl - ❑ 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 1 Date: I ` i ` i Inspector:y- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �`' — i`_-1 Job Address: �� Com_ �- Permit Number: ❑ Noone available for inspection: Time M/PM Re -Inspection required: Yes No When corrections have been made,/scheoule for re -inspection online at. http✓/www.ci. wheatridge.co. usrnspectioo Date/Z- (6 ,1 �.Jnspqct/by�r_ DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: cl, 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: httpYAvww.ci, wheatridge.co. uslinspection Date:—' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 10 -� Job Address: i7 q' I car- �w Permit Number: ` 1 Re -Inspection required: No When corrections have been http://www. ci. whea tridge. co. u Date: °Insp d for re -inspection online at: A i CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: {-Y =� >> elk Permit Number:--,-; (� o C- --A ❑ No one available for inspection: Time (171 AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. uslInspection DatedC\1 . \ .NC -1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: !` Permit Number: �y � n -- ❑ No one available for inspection: Ti Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: �ipector: DO NOT REMOVE THIS NOTICE City of Wheat , dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(@-ci.wheatridqe.co.us FOR OFFICE USE ONLY Date: 11g1 Add to Permit # agodlliqlf) Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:` Property Owner (please print): , ��1� Phone:, Cll--(q 5C11 Li - Property Owner Email:f �6�an�.^� Mailing Address: (if different than property address) Address: Hb23 ` Lsno L,? - L City, State, Zip: C— (p <�Co q, \� Submitting Com ag_ny: L A"u r' Contact Person: SYC'A Phone: 2 3. Igot,-5z1(/<; Contractor: . L"t r Lck Contractors City License #: /< 7Z Phone:—?),D- Contractor hone:?),D_Contractor E-mail Address: 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: 0,�- O V,� �evf'` CrjetS .� NNIS -q CJ(��j��/`t �'\c� 1�x eR5tvlf rV`tN-) Lld--CST J A-6 4 4-0C r,VL1�'A Irl j �QS,Ir����. Sq. Ft./LF Btu's Amps 1L.N f Squares Gallons 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 ONTRAC OR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME:�L� V 1Q�� SIGNATURE: -DATE:Ci l9 DEPARTMENT USE ONLY ZONING COMMMENTS. Reviewer: DEPARTMENT COMMENTS: Jq. (a 10�, PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: c�\ 1 C� Permit Number: r Q E'-9_) C) LiCj'1 D ❑ No one available for inspection: Time; /71 { AM/PM Re -Inspection required: Yes NO When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. usrnspection Date: I <� Inspector:' DO NOT REMOVE THIS NOTICE t ❑ No one available for inspection: Time; /71 { AM/PM Re -Inspection required: Yes NO When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. usrnspection Date: I <� Inspector:' DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �_ U Job Address: Z -c, t. Permit Number: 0 c, v L) -c.. L I aw. 1I S f- ❑ 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.-IAvww. ci. wheatridge.co. uslinspection �. �; _ Date: � � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: l Permit Number: c, aC\, d) ,- 7— y fi, P-1 e ❑ 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 - Date: Inspector: ®O NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C -i f, �n tv id _ Job Address:�`- Permit Number: t I`i�vf ❑ No one available for inspection: Time i. =� AM/PM Re -Inspection required: Yes l91' When corrections have been made, call for re -inspection at 303-234-5933 DateJ ;'t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: —/'c }�- ❑ No one available for inspection: Time fr; } AM/PM Re -Inspection required: Yes NQ) When corrections have been made, call for re -inspection at 303-234-5933 Date: 1), Inspector: DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY Approved by: 7{ -City of `tea (im, 1 �� COMMUNITY DFVFI,.QPMFN7 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29°i Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: Z - 1 -4 - t PERMIT# ADDRESS: -3Z91 Q,yA< <--- Sr;Z E.T LOT t , BLOCK -- , 0-0tL- 0 -V ->-E V- 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: 301✓' REAR: lS F:�-V• SIDE: SIDE: SE5 If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete _� Top of foundation subsequent to placement of concrete The setback and elevation measurement locatjb%% e tied on the attached exhibit. Signed /` LGYy. -t./' Print y,.6,9 YZZ vo I 6973 = Date Professional SurF�e�. LAND nttW w ww.ci.wheatridge.co. ns Rev 11/18 IN t - V KH N N b s �n fi U rZ V a cd b o u cd �. 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Cd w zA T- O O 0 O 00 v� t 00 to O 0 U ' 4 vi N cd (z N Q m cz a w° U 00 N u O 00 O O o p -C L Q clM Q C7 O O o U oU a O }, CO W cz O O O [-- +�•+ 7 0 70 Q t/1 Q L Lo r� co co V O vi N 3 7� Q O f-1, bA Qom.. +4 a� O bD o •� o � 4° Q p O (1) u O •� •� U � �,' .� vOi cd 7� U It � 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: j n" y' Job Address:�� y Permit Number: dL) I 0 # --1 - D e ❑ No one available for inspection: Time AM/PM Re -Inspection required: 61No When corrections have been made, call for re -inspection at 303-234-5933 Date: x Inspector: 1 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: C. - Job Address: C) 1 Permit Number: f v i -,I �, ( t o -e r, -" r, t i/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: )6;� No When corrections have been made, call for re -inspection at 303-234-5933 Date:—'6 `11 1 `A Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235 -?855 Office • (307-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:� �iTair Permit Number: F ❑ No one available for inspection: Tim#/jPM Re -Inspection required: Yes o f� When corrections have been made, calf f r re -inspection at 303-234-5933 Date!e,25:�,—LofInspector DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: ' Job Address: _ Permit Number: PECTION NOTICE 1� f14 ❑ No one available for inspection: Tim Re -Inspection required: Yeses When ccorrections have been made, dal or re - Dail �`s" ' Inspec jar., i r 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.: 190029E Date: 2/28/19 Mr. Brad Weiman Foundation Footing Observation — Detached Garage 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 15, 2019 (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 observat� Q when we can be of further assistance. NO R� . ®Q'''•. Gerard Enterprises, Inc. 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.: 190029E Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Detached Garage 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 22, 2019 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. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e eitzel -'Staff Inspector 108 �iIV A It GerardY"il O r, 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.: 190029F Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Main Residence 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 22, 2019 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 in general compliance with the attached detail. The UFR was located in the west wall on the south end. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. Gerard 1}UMI NY i, 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.: 190021 A Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 2, 2019 (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 observation or when we can be of further assistance. •,,-0Aa4dA",'.. Gerard Enterprises, Inc. y e eitz - / taff Inspector r� 6108 a -- Gerard N -Gera ePse. 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.: 190029D Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Flex Building 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 15, 2019 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. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. ®�®A ®� i 6108 0006 (Weitzel Gerard A`."?ier, P.E. Inspector 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.: 190021-1 Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation — Flex Building 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 2, 2019 (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 observation or when we can he of fiirther ascictance Gerard Enterprises, Inc. Lynne eitze Staff Inspector Gerard V.,, �, s ;"P.E. Project Engineer A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a�-- Job Address: 3ca CA ( a Permit Number: acs i U "LG'12 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Inspector:I 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 V CC Inspection Type: Job Address: I �. Permit Number: 0_6 E , (57 9 ®7� ❑ No one available for inspection: Va-PIVI Re -Inspection required: Yes No When corrections have been made, all re -inspection at 303-234-5933 Dat Inspector. -' DO NOT REMOVIE THIS NOTICE i CITY OF 'WHEAT RIDGE Building Inspection Division (303),234-5,933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:e�( Permit Number: ❑ No one available for inspection: Ti Re -Inspection requiredYe D No When corrections have been made, 6011 fo re -inspection at 303-234-5933 D p E Ins ect City of Wheat Ridge Residential Swimming Pool PERMIT - 201901470 PERMIT NO: 201901470 ISSUED: 08/19/2019 JOB ADDRESS: 3291 Quail St EXPIRES: 08/18/2020 JOB DESCRIPTION: Residential 16,200 gallon swimming pool. Square footage: 612. 336,000 BTUs. *** CONTACTS *** OWNER (303)949-5945 SUB (303)829-256.9 WEIMAN BRAD KEN MACKEY 190200 MOUNTAIN MAN CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,000.00 FEES Total Valuation 0.00 Plan Review Fee 474.21 Use Tax 1,050.00 Permit Fee 729.55 Engin. Review Fee 150.00 ** TOTAL ** 2,403.76 *** COMMENTS *** *** CONDITIONS *** 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. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge Residential Swimming Pool PERMIT - 201901470 PERMIT NO: 201901470 ISSUED: 08/19/2019 JOB ADDRESS: 3291 Quail St EXPIRES: 08/18/2020 JOB DESCRIPTION: Residential 16,200 gallon swimming pool. Square footage: 612. 336,000 BTUs. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and; at all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O or CONTRACTOR (Circle one) Date 1. This perm' '} as issued based on the information provided in the permit application and accompanying plans and specifications and is subject the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. p ' mit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a VQftit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable corrrtan"*)ion 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 W heat Pie 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(dki.wheatridge.co.us FOR OFFICE USE ONLY Date: q � Plan/Permit # Plan Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): E V 41 ykau,\- Phone: -3D, � 22 Property Owner Email: J s n (AVL of ; CO Y'A - Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: � f t.S.. LC_ �� L- 1 � �- 1��►"� Phone: ILL �� �7 ` W/ 7� Contractor Name: City of Wheat Ridge License #: �_DIC D -D C -L ID Phone:- �C- 2— Contractor Contractor E-mail Address: �1 ,, LA_) b4L" 1✓'Gty>�t�-�Cn�a I u�- For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CONTACT EMAIL(p/ease print): ✓ OA%AAC- C°") enw;-tti..rw Mei JjI'Xa;l -Com Sub Contractors (Must provide Wheat Ridge License Nb & 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 gRESIDENTIAL 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 efficlency,Ayp6 and amount of materials to be used, etc. Sq. FULF lx t2— /C% BTUs 3 6&' Nc`- Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) &,C-< OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTOR) Er(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) A Signature (first and last name): DATE: —6 Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: 7-1 71 Z BUILDING DEP MEN COMME S: Reviewer: -7[t'A PUBLIC WORKS COMMENTS: )2,5-0 - L INF -0 Lid%C?01— Reviewer: l l 41a, Apple 112&1'q OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FLAIR. A - 4� G Building Division Valuation: A City of SINGLE FAMILYIDUPLEX h6 at �=g� B UILI3ING PERMIT AP PLICA woRK PLICATIoNREVIEW Date: 2C- Ju[-Y�o1-7 Location: 3 2 q / a0A)L !Sr- ATTENTION: S - ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a NEW located at the above referenced address. Please note the comments checked below. 1. ✓ Drainage: a. Drainage Letter & Plan required: Yes e/ No b. Site drainage/grading plan have been reviewed and are: SOK NOT O ,refer t� 2. � Public Improvements required & to be completed with project: Cstipulatio a. street paving/patching: YesNo b. curb &gutter: --�.._s' Completed c. sidewalk: Yes No Completed p d. Other (specify): Yes No Completed Completed For items not constructed, the amount of funds takenin lieu of construction: $ 3. �! /A Does all existing roadway/alley R.O.W. meet the standards of the City: Yes If not, what is required? No If R.O.W. is required, has the deed been received: Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. -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. Signa ure D.'a 4. u - Date .. 5.7� 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:- 2-00 - -W--90r�Z 7. 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. �1 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 Wh6atN09C 1> b. l i c: � �'t, R F: S City of Wheat Ridge Municipal Building 7500 W. 29''' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 2, ti.Jo(X 2oL�J Location of Construction: 3221 60—All- T Purpose of Construction: AAE till pool LAS/ GQPOn/�' Single Family _/ Commercial Multi -Family Development Review Processing Fee ................................................. $100.00 $ IDD OD (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:.......... ........................... $50.00 $_�D DD Commercial./Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ * Initial review' of technical civil engineering documents (Fee includes reviews of the 1 ' and 2nd submittals): .......................... $600.00 $ * Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ a 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: o Resubmittal Fees: 3rd submittal (%2 initial review fee): .................................................... $300.00 $ 4'h submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 (Full initial review fee) $ T'OT'AL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. k,"" ii %, 1. FY, i 3 ii'rgv.;,.o d Rev 12112 City of heat e U B I IC YV 0 RKS 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:2&.,,, '/9 ADDRESS: 32!—Il ,� f IaOL ST Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei:wheatridge.co us Rev 2/08 RECEIVED Swimming Pools, Spas and Hot Tubs Checklist Per Complete The Information Below That Applies to Your Project: Installation Location wimming Pool, ❑ Hot Tub or Spa Z. ❑ In -Ground ❑ Outdoors ❑Above Ground / On -Ground ❑ Within A Structure Swimming Pool Detail Pool Dimensions/Size (sf, diameter, etc.): Type of Pool (ie} gunite, fiberglass, vinyl, etc.): ❑ Unheated ❑Heated: Type of EQ: ❑ BTU/Ton: ''L �ci r- ❑ Electric or ;Natural Gas ❑ Liquid Propane Gas: ❑ Existing Tank or ❑ New Tank Yes N/A Required Submittals 1. T!� Swimming Pool Application for Construction and this Checklist. 2. fl- Site plan, pool location and distance to structures, property lines, right-of-way, and occupancy classification of ALL buildings on parcel (ie: house, garage, etc.) 3. [- Pool barrier shown on site plan including; fencing, gates/doors (include direction of swing), windows, alarms, locks, etc. as applicable in Appendix G. 4. ❑ ❑ Floodplain, critical area (pond, stream, creek, irrigation, etc.) must be shown on site plan. 5. ❑ ❑ Electrical One -Line drawings if new electrical is being installed. 6. ❑ ❑ Appendix G; Section AG105 Barrier Requirements — 9.2 Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 mm) above the threshold of the door. Accuracy of the submittal package, including this checklist, is the responsibility of the applicant. C!� Printed Name C Signature Date Cily of Wheat) icic- (""'MN11YDIVIIOrA.AINI -' Building & Inspection Services Division • 7500 W. 29`h Ave., • Wheat Ridge, CO 80033 • Office: 303-235-2855 • Fax: 303-237-8929 Randy Slusser From: Randy Slusser Sent: Wednesday, July 24, 2019 1:30 PM To: 'kenwithmmc@gmail.com' Subject: Plan review for new Pool at 3291 Quail Street Good afternoon Ken, Please provide additional information regarding Safe -T Cover III by Cover Pools as noted on S-1 to verify compliance with 2012 IRC Appendix G. After the information is reviewed and approved, I will be able to sign off on this review. Thank you, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www. ci. wheatrid p,e. co. us W rit 3 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. 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: o f `� m ti �z c Job Address: 3 -L, -N\ 1 - Permit Number: 1 d►�t'i }1 U_"i 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: ! 7 !G Inspector:�',�, DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C_ Permit Number: ? CA -1 1_J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-593 Date:- r) 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: t (Z Job Address: v: s `- Permit Number: Cc-) Z `` cOR A � e � ❑ No one available for inspetion: Time I _� AM/PM Re -Inspection required: CZ No When corrections have been made, call for re -inspection at 303-234-5933 Date: —� < 1 (--, Inspector: L-,, i - 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: D U(-1 Job Address: 3 Y - Permit Number: aa �1-e cam, J.) r C 0n1 -, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes lo: When corrections have been made, call for re -inspection at 303-234-5933 Date: ' ) \ - 1 " 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: YO UC-, 1— ?y 1� I Job Address: -3_) t ! C)r- Permit Number: fa n 1 Vo i i ( , ❑ No one available for inspection: Time ! `.:... AM/PM Re -Inspection required: ,'V.es No When corrections have been. ,made, call for re -inspection at 303-234-5933 u =5 Date: t ( 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: _T- A s '_ A ` on Job Address: '3 2 C Q, 1 Permit Number: '7c) rI 5-1 'L.. 0 ?- . I`; ❑ No one available for inspection: Time 10 -`. J AM/PM ,17. Re -Inspection required: Y,Ye's No When corrections have been made, call for re -inspection at 303-234-5933 Date: �' 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: V C., Job Address: 32 1 V (D' 1 S' Permit Number: c>1 `A G 2 c, 1%) 0/1% a f t ❑ No one available for inspection: Time(`) C/ 3 L) AM/PM Re -Inspection required: Yes No - When corrections have been made, call for re -inspection at 303-234-5933 Date: } E' Inspector: y a. 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: t Job Address: Permit Number: ' v '7 0 :I ❑ No one available for inspection: Time / 1 3`�t, 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 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W i k ^ ` Job Address: QL Permit Number: 00 \ .q U QC, -1 D r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes _i N0) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:= DO NOT REMOVE THIS NOTICE I* � 4 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -A Job Address: . Permit Number: 1, 9 'L T IA U No one available for inspection: Time z AM/PM Re -inspection required: Y.6 C7 No When corrections have been made, call for re -inspection at 303-234-5933 Date:- 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: Job Address: U ® Cl Permit Number: a "A 0 5 ,Q A- = f ❑ No one available for inspection: Time :°'-a" AM/PM Re -Inspection required: Yes,."' No - When corrections have been made, call for re -inspection at 303 -234 - Date:— i r� Inspector:, ° DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 May 31, 2019 Mr. Brad Weiman Workshop Denver 4373 Jason Street Denver, Colorado 80211 Structural Engineers Arvada, CO 80004 Subject: Sheathing for Shear Walls and Roof 3291 Quail Street, Wheat Ridge, CO GEI Job No. 180238C Dear Brad: (303) 940-0996 Fax (303) 940-1718 It was questioned if the exterior wall and roof sheathing were acceptable using 15/32" and 7/16" in place of the nominal '/2" specified in the plans. It is our opinion for the applications in question that the shear and roof sheathing are structurally adequate with 7/16", 15/32" or 1/2" oriented strand board sheathing as specified in our plans. If there are any questions or if we may be of further service, please call. Sincerely, n erprises Inc QRS A •26108 • e • Gerard A. Meiser, P.E.••..eo�*..� P �p i CITY OF WHEAT -RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C) ❑ 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 - Date:— t_,.- _), e6; Inspector: L_,` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 'r Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ V 5 i° � t I r S L �-` Job Address: 22 e-- I CJ Permit Number: D ) k (.) d 05c��'{ice 4 ❑ No one available for inspection: Time AM/PM r, Re -Inspection required!+ Y No t When corrections have beer`Mad call for re -inspection at 303-234-5933 Date: ` �5_ \ Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE aBuilding Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time �M%PM Re -Inspection required: Yes No?- When oy*When corrections have been made, call for re -inspection at 303 -234 - Date: -.', " 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 NOTI E ;2 Inspection Type: /�+ �- 44 Job Address: Permit Number: ❑ No one available for inspection: Time Ifi pPM Re -Inspection required: Yes c o When corrections have been made, call for re -inspection at 303-234-5933 Datej 1 5 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: Job Address: Permit Number: ❑ No one available for inspection: Time `3 QPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 /f Date: / — Inspector: DO NOT REMOVE THIS NOTICE 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.: 190029F Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Main Residence 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 22, 2019 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 in general compliance with the attached detail. The UFR was located in the west wall on the south end. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. ,y�62YY111J1. i!(�� A ®'tf►�C F e 26108 ,,,.. Gerard W"1V1LMN, 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.: 190029E Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Detached Garage 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 22, 2019 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. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e eitzel Staff Inspector �s41 Poe At 610 8 :oi Gerard Ar."M@Wr, 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.: 190029E Date: 2/28/19 Mr. Brad Weiman Foundation Footing Observation — Detached Garage 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 15, 2019 (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 observat,p,�hen we can be of further assistance. R �®p EGp�;��,,� �`'' ••t •A°gf••��''`� C.S. Gerard Enterprises, Inc. �26108 LIJ 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.: 190029D Date: 2/28/19 Mr. Brad Weiman (303) 940-0996 Fax (303) 940-1718 Foundation Reinforcing Observation — Flex Building 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 15, 2019 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. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. !Weitzel Inspector O •�®A�`� ' 26109 s Project Engineer , P.E. 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.: 190021-1 Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation — Flex Building 3291 Quail Street, Lot 1 Quail Creek Estates, Wheatridge, Colorado February 2, 2019 (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 observation or when we can he of fiirther acgictance Gerard Enterprises, Inc. Lyrme eitzef- Staff Inspector ���U►111111111 11 //��, , 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.: 190021 A Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation 3291 Quail Street, Lot 1 Quail Creek Estates, Wheat Ridge, Colorado February 2, 2019 (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 observation or when we can be of further assistance. ��waaaaeaRsa :,;:_ Gerard Enterprises, Inc. Se% boo -GO V 01 ® ��® A. 6108 Gerard Project Engineer 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: f-',," V ''r `_ Job Address: 3-7e'� i e, , S' Permit Number: joZ � i 2 chi" -"2 ❑ 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: l Inspector: 'i 1� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201802972 �r PERMIT NO: 201802972 ISSUED: 01/11/2019 JOB ADDRESS: 3291 Quail St EXPIRES: 01/11/2020 JOB DESCRIPTION: Construction of 9796 sq.ft. two story with basement, attached garage and detached garage. 8140 of habitable square footage and 1656 square footage of garage space. *** CONTACTS *** OWNER (720)746-9240 BKB GROUP LLC GC (720)746-9240 Brad Weiman 180180 Workshop Denver 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. SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 993,250.00 FEES Total Valuation 0.00 Plan Review Fee 4,178.88 Use Tax 20,858.25 Permit Fee 6,429.05 Engin. Review Fee 150.00 ** TOTAL ** 31,616.18 *** 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. 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. 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. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, 3 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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 penn�t. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 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 ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature brrHief Bfbilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. AC03 City of W heat R die COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: it J I '<� Plan/Pennit #�� Plan Review Fee: ` L I Building Permit Application V-- *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3291 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 Arch itect/Engineer: 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(p/ease 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 OX 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 & detached garage located at a newly approved "minor subdivision", Quail Creek Estates. Residence is two stories with a basement. Prior use and proposed use are both residential. 8,140 habitable/finished square footage with 1,656 sf of garage. Reference material for the approved engineering for the "minor subdivision", Quail Creek Estates. 01 `7 0� tP 5;:f -Fctcj_ Commercial Projects Only: Occupancy Type: Construction Type: Sq. FULF BTUs Gallons Amps Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 993,250 OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): / �—' �—� ZIL— DATE: 11/09/18 Printed Name. Sarah Barr - Work Shop Denver DEPARTMENT USE ONLY j% ZONING COMMMENTS: W� OCCUPANCY CLASSIFICATION: �"'5 A w CONSTRUCTION TYPE: Reviewer: �l y o CK / 0/.oz Z BUILDING DEPA ENT C MMENT (� r„ \ �. z 6-Z, Z 11U,3 Reviewer: '� `�►� j iZ PUBLIC WORKS COMMENTS: )2p- : 00t -P#4& POAAA1 % 990V 4M6 (AT%GN0D0 FSR MAI!GP 5-rIFot-AnOA , Reviewer: t2 *e? ay-, Building Division Valuation: RESIDENTIAL Building Permit — Plan Review Worksheet Address: 'LI1 Q a 2-�-Z Lot Size: Zoning: T-1 sq. ft. Lot Width: 2 � 7 - S ft. Rev. 09/2017 Property in the flood plain? N v If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Qvw'A (:.OQ C gnW2 Any conflict? (Y/N) 0 U Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 % sq. ft. Exis ' Improvements ( 0 tprints): Proposed Improvements (footprints): House: / sq. ft. House/addition: sq. ft. Shed: sq. ft. Shed: sq. ft Detached ge: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq. ft. To Existing sq. ft Proposed+Existing $6 sq. ft t Coverage % Lot Coverage T1 Required Setbacks: FR S (S S kS R i s Provided Setbacks: FR '3y S (S S 1 3� I R 3 Or' 4-u $ 6 For additions or new construction, is the structure within 2 feet of minimum setbacks? Y -Q S If yes, add surveying condition FND. Maximum Height: S ft. Maximum Size: C loco sq. ft. Proposed Height: ft. Proposed Size: �"� o sq. ft. Does the bulk plane apply? (Y/N) Na If yes, does it meet on all sides (Y/N): FR S ----5 — R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? qj2 If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. �N7 .?VCR O�CZ 'V'tJ �LS Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots )<New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is mi s>ng, streetscape construction or fees -in -lieu will be required. —Does the frontage meet current city standards? If not, streetscape constru=struction or ees�are quired-- -- Fees-in-lieu of dedica ' ue atthe time it is issued. A cc es onditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. N�pr- ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer han 25' to any property line, except when used as joint access for two or more lots. Cotte XIn 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 `v are at least 30 feet apart, measured from the interior edges. eA ❑ For all uses, one access point per property is permitted. Lands ping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. r �. Frontage of lot 111.S - width of driveway ) /70 = 2" (round up for required trees(!) Street trees required: / Street trees provided: iI&V— S Lu"'0 % of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. �In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. s � a (, i �'y p{ 9COMMUNITYhat i �.� DFVtl.c)PMFNt PLAN REVIEW COMMENTS Project Description: New Single Family Dwelling Project Address: 3291 Quail St Permit App. Date: 11/9/18 Applicant: Sarah Barr Applicant email: sarah@workshopdenver.com Plan Checker: Randy Slusser Plan Checker email: rslusser@ci.wheatridge.co.us Plan Check No 201802972 Phone: 720-746-9240 Phone: 303-235-2803 The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2017 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • For clarification of any plan review comment, please call or email the plan checker listed above. Thank you. Please find responses to comments on the next sheet. Thank you, Sarah Barr :� - L -t5 -- Sarah Barr - Work Shop Denver sarah@workshopdenver.com 720-989-1556 4373 Jason St, Denver, CO 80211 City of W h46 atiR.1.0-91C CommuNay [3EYuoi'mwT 1. Obtain plan review approval from the following.- Building ollowing:Building Division b. Planning Division (review pending) i. Revised driveway width per Planning comment - "City Code only allows driveways up to 24' wide at the property line, and then it can expand out to the desired width. Engineer to wet stamp and sign all structural sheets. In the original submission, only one set of the structural sheets were stamped. a. Additional (2) sets of wet stamped drawings have been provided and both include the revisions listed below in the remaining comments. Update Table R301.2(1) On sheets S-1, S-2, and F-1 to adopted Climatic and Design Criteria as shown below from the 2012 1 RC. Wind Design Subject to Damage From Ice Ground Seismic Winter Barrier Air Mean Speed Topographic "Hazards Snow Design Frost Design Under- Flood Freezing Annual Load (mph) Effects Category j Weathering Line Termite Temp layment Index Temp Depth Required o 30 psf , 105 Yes B ; Severe 36" Slight 0 Yes 1979 1500 45 i ( Firm All the Structural Design Criteria Tables have been revised. 49Update sheet A.01 to state 2017 NEC in applicable codes. a. Sheet A.01 has been updated to show the current adopted NEC code of 2017. 5. Electrical and Plumbing are approved as drawn. a. Thank you. City o �Wh6at A 1 ComwmtjNIT'y fVF1-(-)v'Mr 1' PLAN REVIEW COMMENTS Project Description: New Single Family Dwelling Project Address: 3291 Quail St Permit App. Date: 11/9/18 Applicant: Sarah Barr Applicant email: sarah@workshopdenver.com Plan Checker: Randy Slusser Plan Checker email: rslusser@ci.wheatridge.co.us Plan Check No.: 201802972 Phone: 720-746-9240 Phone: 303-235-2803 The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2017 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • For clarification of any plan review comment, please call or email the plan checker listed above. WK.j.-C-te 1. Obtain plan review approval from the following: a. Building Division b. Planning Division (review pending) 2. Engineer to wet stamp and sign all structural sheets. In the original submission, only one set of the structural sheets were stamped. 3. Update Table R301.2(1) On sheets S-1, S-2, and F-1 to adopted Climatic and Design Criteria as shown below from the 2012 IRC. TWind Design Subject to Damage From Ice Ground Seismic ;Winter Barrier Air Mean Flood Snow F--T- Design Frost Design Under- Freezing Annual Speed Topographic 'Hazards Load Category Weathering Line Termite Temp layment Index Temp (mph) Effects Depth Required , i 1979 30 psf 105 Yes B Severe 36" Slight 0 Yes Firm 1500 45 4. Update sheet A.01 to state 2017 NEC in applicable codes. 5. Electrical and Plumbing are approved as drawn. City of 10 Wh6a-tl idd ge 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: 1 S+ Permit #: General Contractor: 1-:�) r'c'ok W eAA-\0x\_,� Wor)r-5y'vo? Electrical Sub -Contractor Company Name: L-'+'_C�' EILC� GLLCPhone #: `1 2-0 — 2-- " \2'b8 State License #: Master #: Whe ' e`;Lieense #: � S7 (required field) p7 - iT-1 S Signa re Vuthorized Agent Date Plumbing Sub -Contractor Company Name: ,Tto ne #: _903,63a ' q2--7 State License #: Master #: Wheat Ridge License LAS qsin re of Auth ed Date Mechanical Contractor Company Name: E.Pe- R�itinq-�-Cao�Phone: ��� - 20 — to `pis Weate icgrized O; J 'requia; ed field) Authent Date 4 ` CITY OF WHEAT RIDGE Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 (303)235-2855 Contractor's License # - 180180 Workshop Denver Brad Weiman 4373 JASON ST DENVER CO 80211 Bus Phone: (720)746-9240 Fax. Type of License Expires On Amount ----------------------------------- ----------- -------- Class 2 - Limited Construction 06/30/19 125.00 Person(s) able to pull permits: Bradley Weiman, Margar et Bilger and Sarah Barr f Chief Building Official 06/15/18 '.f City Of Wheat Idge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-800I 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: 3287 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: 2018.06.22 14:07:44 -06'00' 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 o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District a Fruitdale Sanitation District o Westridge Sanitation District ✓ Other Northwest Lakewood Sanitation District Agency Notes: _# .�.4 ttw�l.-.-� r•.r •a►c rJ,J I.►t0t.cr1.J LF T7 -Z 0 *.v 3 t 1.► tF nl ,u • .cryr T-,� ► -T-' Signature: ZAAL eamu- '`--' e.,V &- Date: 1$ (Agency Representative) f5w- Mows s C�) MARTIN/MARTIN C ON S U LT ING E N G I N E E R S 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 MARTI NMARTI N.COM City of W heat �idge 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 Signature of Firm Representative or Individual: Digitally signed by Sarah Barr Sarah Barr Date: 2018.06.18 12:53:28 -06'00' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, +�\Lm t/Ylpj,(ait�� 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 Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District �/ �p / o Other Agency Notes: l`� V OGS(�fJriYj�O (Q>�L4(_ Signature: �� ��( � /'�L�-> Date: (Agency Representative) m N m O _O H m C O 4-0m Z O O O N O O I O O LO O LO N m � (D � O a R R N 0 N P C E =' a @ y m Z r d N L r E 'O > e N @ @ r y R L U Z __- - -__- K y o a 0 a -O @-•c E c° @ Ems w m ¢ V N W C VI y d 0•- C O o 2 3 3@ m N J H v °o y c m R c y y w tom s 3: °omE� m > O N O c 'O d T @ LL E __ @ Q C C d C N Roc ul 'O O yam O O E E~��c O Q v N R O�� a y W O T N N w C :� O c: O "� E- O N ° R N L o O J �" I C i N d a N R a R C O N N N �" L u1 w C y L T W @ O° 'O y R 3 N i O L @ C C C° ei R .O N N O C O > O ,O m O R > E R G a U T R '°°F 3 L O a O L L C L S O 'O R y E r li 3 W V> > V y d @ Q Y N .y O d y Q Q E ai ' ' M C E N E O E _ W N O O LL. U O R@ O aOr O W Z O C S G N d O y N N V = W 'O m N LL L U > @ Q A C N O CL V U R d W O D V N Y ° R O> U R¢ O ` m> .L-. O y d 9 C O m N LL C OJ C V Y r R 9 r O R N O. r O Oy O n C 'O LL j O@ j E° E E M V y W ° W C= N R O U li .L.. N aL-. y 7 - y O H N_ y N O V F= m @ a aR+ O. a N a G> .@. R y N a '-1 O '6 ° a R w d O m O Q a L y R v U 3 3 N m R N R O R O R C N N d @ LL y i 'O Yl .R-. N H y y bb _ O N bf1 y U @ E R V> y a` r .O 3 y a 0 y1 y y w .@.. yl C V r C @ •° E t 0 0 ° N N Q' N @ O O 'O @ Y O L N y d IL U Q J Q @ Q W d Q L N U J ty0 O R O@ E U �i U m J 'O O Q T U a 2 O O Z C OO N O ly�j p Q C> N N C .-i E? 3 0 @ y m V @@- H = UI aL.. 4- O (V .L.. ` �^-; a C @ r Z U � L y `� >` E O@ a G 9 oa@@O LlLl� Loc F- a@ ; c y ,°r;,1 @ 'O -0 C 6 E E y ° _ R 1 N O� L R a R m -O S W C 01 yJ y Irp O _ W RZ O i m0L 0@ O Q W O cr o Q W Q W W W0 o E y L ) R Z O N y a E O t Q W� H Z 0 T aw N O -O Y O L @ y O_ aUL N aN 'T lJi Q 1"= a Z F-' WU OI- a Q <L � Ry Emm°oxt E E a� ao w CDM LL a y=a N:5 V RR yEE= U a d' 0 2 F Q g L UL U Fa r R L 3 R� N t- @ 3 - a t 20 ID f- d_ li 3 W N W O rn W 2 H LL m N m O _O H m C O 4-0m Z O O O N O O I O O LO O LO N m City of a heatigge COMMUNITY 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 NOT]TI ATION 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: (0 20 18 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@ieffco.us and edelynka „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()&usps.gov and krissy.i.summerfield anusps. ov and arlene.a.vickreyAusps.gov and billy.e.coghill[a),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: w ww.ci.wheatridge.co.us DATE: 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 <zwallace@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 Wheat Nid 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. Thanks, Zack Wallace Mendez Planner II 303-235-2852 City of hcat id /COMMUNITY DEYELOPh1ENT �OgC Page 1 of 2 Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 From: Sarah Barr <sarah@workshopdenver.com> Sent: Wednesday, lune 20, 2018 2:33 PM To: Zackary Wallace <zwaIlace@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 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, 3267 Quail St, is in the West Metra 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 City of SINGLE FAMILY/DUPLEX /hetet �e BUILDING PERMIT APPLICATION PUBLIC WORKS CATION REVIEW Date: Location: 32 R % t2L)A1 _ ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a . A&� located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: :OK T OK; refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes No Completed b. curb & gutter: Yes No Completed c. sidewalk: Yes No Completed d. Other (specify): Yes — No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. / APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Appli/cation, subject to the stated requirements and/or attached stipulations. tA4c--Vl A— kjt��A, - gA Signature Date 5. �18 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: FF-P�(il/Tr' t= -f212 7. ✓ 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. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 City of W h6at WiidL PUBLIC WORKS 12/3/2018 QUAIL CREEK ESTATES BUILDING PERMIT— 3291 Quail Street/Weiman 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 3291 Quail Street-Weiman SFD BPA.docx City aof et l c City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEWW FEES Location of Construction: c - S77 Purpose of Construction: Single Family _�� Commercial Multi -Family Development Review Processing Pee: ................................................ $100.00 $ (Required of all projects for document processing) ° Single Family Residence/Duplex Review Fee° ..................................... $50.00 $O. �� Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals): .......................... $600.00 $ a Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $�— o O & M Manual Review & SMA Rerording 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: 3`d submittal (%2 initial review fee): .................................................... $300.00 $ 4a' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 ----- (Full initial review fee) $ T'OT'AL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12/12 City of W heat Pdge ,40 PUR11C 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: 3 "l R- 5 ADDRESS: _32 9 / Q L1.� /�- -':577 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. 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WT 4U - SM14 146 D rG 40,ou= .l f m 1 ter rm em r m n -1—M r SM W1 ore. �.�'� b� J G:t- 6TT (t» �7 WIN navoms-M D SM 15+72411 IM 10(� . -11I • � aTe�- nc otir i —- i i OIL i —IT i 6N617 � - IY F50 a1 ""'Z "' Z Caeal 0 T11tF^'N6)!n " t� W 1Z M3M BY MWWAB=M) _ ( m www- I wins! .77 IF I 60" & 1211 HDPE PROFILE - SDI a 55ffi.p To c ZU? N:1'e30' V:1 "I*' 0 em T6oa NOTES 1. sm 11= m M UEttIY IM 11&Yme au 9: CWAM TlCAIIkR+W TFC D" 077 TTiFTaR As Sava BY Ta Mus 12:2m 2. Ft7am= m 1 C THE RM A'.'J PEwBE EMS AM E' Y aM TAY TT➢ B°e TAS' AS TIM MATIZZ Bli SM" WSwm ZIOUSD him A4:i''W@'.MY Tic Tw =. (T) MY W or dlk0lSTED Eno UP D2 UZI P CM m T4AM MA PA1k1'U T BE54:T[Tir7. W RIS AOAie' TO FW1. mw IS TCh1ET (92) corn CFI (ffis0°TTE RR°4 3 IIMA?+SE IV. SITU; = LDM ARE TK ROMM D3TAKM SDI= OM ff tIWw TB QiJiQ'i 07 M1=9 FTL. Bt : IRSTA%2 M T III TIE PUJ19 ARE A MRMTE IA:) =0 ww me TO 1SFFY'^�,AL AIIO;`'!ri$f. 4. CM11M 2 TO MMI TO A 03'M BaO (E140 M ta=' W Imp OF GAIT ms io es AT WE Mae (GAJ' F5 lg qwu S. ice,- C.SdT XVU :a CUM 6E Ufg1TY W1 VW, G}1`FiF 07 601a= AT Mkn 46 WO7143 MM r0 W'S'felMW, WL 811. Re (3) Fm Of Tri MiNTY MMWT. Am COY %a OF= C�.:w' I>=" ML RIAM T:7?PTt?` omm 10flY: G TO`-air,L;l' CWUW= FAMOT FAO DE's 0* 0i aF 3�0 P�'Sc ilY. 7. Au Il2M LUZ M am 17 fOilEbbt'mw OMEM PIPE MIM 050M& KDTFD. E WM 77 SYf. 2D FM 5 AQ e =I VAMME DZIPU 9. m WE Pc1F TO m GbIMM PER PDS MWACTIM ,IzFin InN sots I 1 l j s o M ME 01 01 fill 0° ''^^ W Vi Z LLJZ moo W�� W wM. iz U _ J0 Z � C f BB17-006 �r WE PLAN EXHIBIT DATE 01WM7 j DRAM BY -RL CHED(M BY: RAL STORM LAN & PROFILE - S®1 OF20 V=W PROPM WINGWALL REINFORCE PER M-501-20 TRASH RACK AND WATER QUALITY ORIFICE PLATE. SEE DUALS J PLAN NTS (1) STANDMD mor CLOSE MESH GRATES - INSTALL PER COOT M STANDARD M-504-11 WATER QUALITY ORIFICE PULE ' RASH RACK . 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RUNOFF _ _ _ -DIRECT DESIGN_ sAsw.--- DOx�1mGtN1 GSI CHOI PONT AMA OW) 3'(TYP) CFS io35 AREA IN ACRES I d19 1.1a_ Z.__ ....0� . 0.)8 - 121 I I I i I' 0.35 o.ib 1.16 _ 4 I I- 1 0.35 .. o • Q W U ••. ra 47' _) W Z VJ A b ORIGINAL SCALE: 1'= JO' HORIZ. LEGEND DEVELOPED RUNOFF 0 BASIN D 5 YR. RUNOFF _ _ _ -DIRECT DESIGN_ sAsw.--- DOx�1mGtN1 GSI CHOI PONT AMA OW) CFS CFS io35 AREA IN ACRES I d19 1.1a_ Z.__ ....0� . 0.)8 - 121 3 0.35 o.ib 1.16 _ 4 - 0.62 1 0.35 2.08 o • Q W U € &BE o €F°'a; }ZpOO£o N5gIF 6 -- - 004 0.02 0.41 _- _ _9 -__ 0511 _0.01 0.12 LEGEND w 0 BASIN D 5 YR. RUNOFF /x XX COEFFICIENT ❑ 56-, 100 YR. RUNOFF Ax ,xx Xx COEFFICIENT AREA IN ACRES ADESIGN POINT — — — PROPERTY LINE UZVZQ DRAINAGE BASIN BOUNDARY G— FLOW ARROW NOTES: 1. BUILDING FOOTPRINTS SHOWN FOR INFORMATIONAL PURPOSES ONLY. ACTUAL FOOTPRINT MAY VARY UPON CONSTRUCTION. wo PLATE STAINLESS _ STM DOLTSFlo ,( L& 1/2!=E ' SPWELL SCREEN ACm § 20' CARBON SIEQ t 1/4'al ATTACHED ANGLE 1W AN / TRASH RACK SEE BY WELDI D ALL AR DDAIL THIS SHEET BY WENDING AIL AROUND SECTION A -A HEADWALL OPENING NTS OUTLET STRUCTURE DETAIL ownwavmmmmwll -- COPYRIGHT 2017 -.n REVISION: 4 CREST LENGTH U.S. FILTER STAINLESS MODIFIED TYPE'C' INLET NTS 807 FC (AS SHOWN STm WELL SCREEN OR 10' MN I 1 ON PLAN NEY� 1 APPROVED EQUAL USING N `_ :1 4:1 DRAINAGE PLAN 4 0. 5437.58 0.1 VEE WINE WRH _ 5' NIN 5' YN 0.139' OPENINGS 'R O9I252 17 RL 12' HDPE BETWEEN WIRES 'R DATE BY RL I j CHECKED BY. NAL F SITU �I SYv PRO i TYPE II/ PROP. BmDNC 10 BE STAIN. KITH UOFm r— SEED NIX FOR NCIH WATER 12 DEPTH TYPE l AX `� ELEVATION TABLE CONDITIONS BURIED RIP -RAP CARBON STEEL 11/4'x11/2- I !DRAINAGE PLAN ANGLE FRAME ATTACHED TO COMPACTED NATIVE SGL NTS EMERGENCY SPILL WAY PROFILE �� FINE CHANNEL BY INTERMMENT WELDS (TO BE STASU2m WITH I NTS SCREEN FRAME SECTION B -B IRRIGATED SCD] SWALE DRN NIS I 1"=30' w 0 a Y _U � u ❑ 56-, D `p @)U <,<C) Z c<0<(X N Z Q UZVZQ >v F z ° i ;gi. o • Q W U € &BE o €F°'a; }ZpOO£o N5gIF L.L W VJ > W Z w z 00 C ® OJ J (l) > � O w M WD 6J) CQ G �®3: Cr Lu z0 D < m BB17-006 ownwavmmmmwll -- COPYRIGHT 2017 -.n REVISION: 4 CREST LENGTH U.S. FILTER STAINLESS MODIFIED TYPE'C' INLET NTS 807 FC (AS SHOWN STm WELL SCREEN OR 10' MN I 1 ON PLAN NEY� 1 APPROVED EQUAL USING N `_ :1 4:1 DRAINAGE PLAN 4 0. 5437.58 0.1 VEE WINE WRH _ 5' NIN 5' YN 0.139' OPENINGS 'R O9I252 17 RL 12' HDPE BETWEEN WIRES 'R DATE BY RL I j CHECKED BY. NAL F SITU �I SYv PRO i TYPE II/ PROP. BmDNC 10 BE STAIN. KITH UOFm r— SEED NIX FOR NCIH WATER 12 DEPTH TYPE l AX `� ELEVATION TABLE CONDITIONS BURIED RIP -RAP CARBON STEEL 11/4'x11/2- I !DRAINAGE PLAN ANGLE FRAME ATTACHED TO COMPACTED NATIVE SGL NTS EMERGENCY SPILL WAY PROFILE �� FINE CHANNEL BY INTERMMENT WELDS (TO BE STASU2m WITH I NTS SCREEN FRAME SECTION B -B IRRIGATED SCD] SWALE DRN NIS I 1"=30' Energy Code Inspection Checklist Property Organization Workshop Denver Green Your Home 3291 Quail St 720-628-7290 Wheatridge, CO 80033 Colleen Fitz -Gerald Weather:Denver Intl AP, CO Builder 3291 Quail St Workshop Denver 3291 Quail St 151ECC Permit.blg Building Information Conditioned Area (sq ft) 7541 Conditioned Volume (cubic ft) 91154 Insulated Shell Area (sq ft) 15560 HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 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. Vaulted: R-38 Vault (3385 s.f.) R-0.5 continuous insulation, R-38.0 cavity insulation. Name: VAULTED Insulation Grade: 1 II III Face /inset Comments/ Location Above -Grade Walls [ ] 1. Wall: R-23 (2565 s.f.), Between conditioned space and ambient R-0.5 continuous insulation, R-23.0 cavity insulation. Name: AGW 1st Insulation Grade: 1 II III Face /inset Comments/ Location [ ] 2. Wall: R-23 (395 s.f.), Between conditioned space and garage R-0.5 continuous insulation, R-23.0 cavity insulation. Name: AGW 1st @ Garage Insulation Grade: 1 II Comments/ Location [ ] 3. Wall: R-23 (2817 s.f.), Between conditioned space and ambient R-0.5 continuous insulation, R-23.0 cavity insulation. Name: AGW 2nd Insulation Grade: 1 II III Comments/ Location Windows and Skylights Window -to -Wall Area Ratio: 0.26 III Face /Inset Face /inset City of REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. Wheat Ridge © 1985-2017 Noresco, Boulder, Colorado. (Building Divison, Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.big Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 Windows and Skylights [ ] 1. Window: 0.32, 0.30 (45 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OA 5840 (2) Orientation: North Comments/ Location [ ] 2. Window: 0.32, 0.30 (23 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OB 5840 Orientation: North Comments/ Location 3. Window: 0.32, 0.30 (23 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OC 5840 Orientation: South Comments/ Location 4. Window: 0.32, 0.30 (144 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 80180 Orientation: South Comments/ Location 5. Window: 0.32, 0.30 (60 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1B 10060 Orientation: South Comments/ Location 6. Window: 0.32, 0.30 (8 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 D 4020 Orientation: East Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home City of vVlieat Ridge Building Divi son Page 2 of 10 Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Windows and Skylights Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 [ ] 7. Window: 0.32, 0.30 (60 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1E 10060 Orientation: North Comments/ Location [ ] 8. Window: 0.32, 0.30 (129 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1F 79184 (2) Orientation: North [ ] 12. Comments/ Location Window: 0.32, 0.30 (28 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1G 4070 Orientation: West Comments/ Location Window: 0.32, 0.30 (70 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1H 14050 Orientation: North Comments/ Location Window: 0.32, 0.30 (52 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 118066 Orientation: North Comments/ Location Window: 0.37, 0.24 NANAWALL (96 s.f., North), U -Value: 0.370, SHGC: 0.240 For windows without labeled U -factors, describe features: Name: DOOR 3 12080 Orientation: North Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home City of Wheat Riche `Building Divisor' Page 3 of 10 Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 Windows and Skylights [ ] 13. Window: 0.37, 0.24 NANAWALL (104 s.f., West), U -Value: 0.370, SHGC: 0.240 For windows without labeled LI -factors, describe features: Name: DOOR 4 13080 Orientation: West Comments/ Location [ ] 14. Window: 0.32, 0.30 (24 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: U 12020 Orientation: South Comments/ Location [ ] 15. Window: 0.32, 0.30 (14 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 K 3046 Orientation: South Comments/ Location [ ] 16. Window: 0.32, 0.30 (15 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1L 6026 Orientation: South Comments/ Location [ ] 17. 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: 2A 2020 (2) Orientation: South Comments/ Location (] 18. Window: 0.32, 0.30 (24 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2B 12020 Orientation: South Comments/ Location Green Your Home City of Wheat Ridge REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 4 of 10 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3291 Quail St 720-628-7290 11/8/2018 Wheatridge, CO 80033 Colleen Fitz -Gerald Rater ID:0001739 Registry ID: n YOUr �'i Greeome Weather:Denver Intl AP, CO Builder 3291 Quail St Workshop Denver 3291 Quail St 151ECC Permit.blg Date: 11/8/2018 Windows and Skylights [ ] 19. Window: 0.32, 0.30 (60 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2C 10060 Orientation: South Comments/ Location [ ] 20. Window: 0.32, 0.30 (40 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2D 8050 Orientation: South Comments/ Location [ ] 21. Window: 0.32, 0.30 (15 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2E3050 Orientation: East Comments/ Location [ ] 22. 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: 2E3050 Orientation: North Comments/ Location [ ] 23. Window: 0.32, 0.30 (15 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2F 10016 Orientation: East Comments/ Location [ ] 24. Window: 0.32, 0.30 (60 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2G 10060 Orientation: North Comments/ Location City of Wheat Binge REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Page 5 of 10 r Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Windows and Skylights Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 Rater[D:0001739 Registry ID: Date: 11/8/2018 [ ] 25. Window: 0.32, 0.30 (5 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2H 2620 Orientation: North Comments/ Location [ ] 26. Window: 0.37, 0.24 NANAWALL (112 s.f., North), U -Value: 0.370, SHGC: 0.240 For windows without labeled U -factors, describe features: Name: DOOR 1 7080 SGD (2) Orientation: North Comments/ Location [ ] 27. Window: 0.32, 0.30 (40 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 218050 Orientation: North Comments/ Location [ ] 28. Window: 0.32, 0.30 (73 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2J 11068 Orientation: North Comments/ Location [ ] 29. Window: 0.32, 0.30 (73 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2J 11068 Orientation: West Comments/ Location [ ] 30. Window: 0.32, 0.30 (26 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2K 13020 Orientation: West Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home Page 6 of 10 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3291 Quail St 720-628-7290 11/8/2018 Wheatridge, CO 80033 Colleen Fitz -Gerald Rater ID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3291 Quail St Workshop Denver 3291 Quail St 151ECC Permit.blg Date: 11/8/2018 Windows and Skylights [ ] 31. 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: 2L 141020 Orientation: South Comments/ Location [ ] 32. Window: 0.32, 0.30 (12 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2M 6020 Orientation: South Comments/ Location Doors [ ] 1. Door: Steel -urethane foam (56 s.f.), R -Value 1.7 Comments/ Location [ ] 2. Door: Therma-Tru (24 s.f.), R -Value 3.7 Comments/ Location [ ] 3. Door: Therma-Tru (24 s.f.), R -Value 3.7 Comments/ Location [ ] 4. Door: Steel-urth w/brk (24 s.f.), R -Value 4.4 Comments/ Location Frame Floors [ ] 1. Floor: R-49 (264 s.f.), Between conditioned space and ambient conditions R-0.5 continuous insulation, R-49.0 cavity insulation. Name: CL/FOG Insulation Grade: 1 II III Face /inset Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home Cfry of , Page 7 of 10 Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 Slab Floors [ ] 1. Slab: Uninsulated (2085 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 [ ] 2. Slab: Uninsulated (874 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Crawl Floor Insulation Grade: 1 II III Face /Inset Comments/ Location L � Green Your Home Foundation Walls [ ] 1. Wall: R-13 2x4x24 (2088 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-19 Draped, Full (478 s.f.), Between conditioned space and ambient/ground R-19.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Crawl Walls Insulation Grade: 1 II III Face /Inset Comments/ Location Rim and Band Joists [ ] 1. Joist: Rims/Bands (610 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: Rims/Bands Insulation Grade: 1 II III Face /Inset Comments/ Location Mechanical Equipment [ ] 1. Heating: Fuel -fired hydronic distribution, Natural gas, 82.0 AFUE. Make and Model Number [ ] 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. city Of 9e �dr�7Page g Oivison ,/ Page 8 of 10 Energy Code Inspection Checklist Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver Mechanical Equipment [ ] 3. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 13.0 SEER. HERS Projected Rating 11/8/2018 RaterID:0001739 Registry ID: Date: 11/8/2018 Make and Model Number [ ] 5. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. 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: Supply Only, 101 cfm, 24.0 hrs/day, 18.0 watts. System description (make) Air Leakage Control I 1 Blower Door Test at Final Green Your Home House is air -sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 4558) 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 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage and Insulation [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] 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 System 3 Leakage to Outside and Total Duct Leakage [ ] Duct System 3 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Page 9 of 10 Energy Code Inspection Checklist Property Organization HERS P Workshop Denver Green Your Home Projected Rating 3291 Quail St 720-628-7290 11/8/2018 Wheatridge, CO 80033 Colleen Fitz -Gerald Rater ID:0001739 Your H Weather:Denver Intl AP, CO Builder Registry ID: Green ome 3291 Quail St Workshop Denver 3291 Quail St 151ECC Permit.big Date: 11/8/2018 Duct Leakage Code Requirements for IECC 2009 IECC: 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 2015 IECC Prescriptive Path: 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 Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. 7 �jV/SO REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Page 10 of 10 2015 IECC Building UA Compliance Property Workshop Denver 3291 Quail St Wheatridge, CO 80033 Weather:Denver Intl AP, CO 3291 Quail St 3291 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 11/8/2018 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, 2015 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature dm�� Date 8 November 2018 REM/Rate - Residential Energy Analysis and Rating. Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. city of Wheat Ridge riding Divison 2015 IECC As Designed Shell UA Check Ceilings: 88.0 94.0 Above -Grade Walls: 290.8 256.0 Windows and Doors: 522.0 532.7 Floors Over Ambient: 8.7 5.9 Basement Walls: 123.7 115.4 Overall UA (Design must be equal or lower): 1033.2 1004.0 Mandatory Requirements Shell UA Check PASSES Duct Insulation R -Value Check (per Section 403.3.1) PASSES Window U -Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (2015 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, 2015 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature dm�� Date 8 November 2018 REM/Rate - Residential Energy Analysis and Rating. Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. city of Wheat Ridge riding Divison RESNET Home Energy Rating Standard Disclosure For home located at: 3291 Quail St City: Wheatridge State: CO 1. ❑X The Rater or Raters employer is receiving a fee for providing the rating on this home. Green Your Home 2. NX 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) 3. 0 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. P 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. ❑ 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 Name 0001739 Certification # November 08, 2018 Rater's Signature Date REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings (D 1985-2017 Noresco, Boulder, Colorado. RESNET Form 0300-2. UVVh wrightsoft' Load Multizone Summary Report EPC Heating & Cooling 6521 Saulsbury a Arvada, co 80003 Phone: 303 520 6395 Email: epdHac@oudook.00m Job: Date: Nov 06, 2018 By. ROOM NAME Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM Top Bath W cfm Btuh/ftz ft3 cfm Btuh/ftz Second floor 3162 0.11 6 0.8 3162 0.06 3 0.1 (Rest of House) 20838 0.10 34 0.8 20838 0.05 17 0.1 Furnace 3 2412 0.11 4 0.8 2412 0.05 2 0.1 Entire House 26412 0.10 44 0.8 2 64 12 0.05 22 0.1 ROOM NAME Area ft2 Htg load Btuh Clg load Btuh Htg AVF cfrn Clg AVF cfm Top Bath 54 1003 898 5 5 E Bedroom 2 238 2927 2150 16 13 A Bedroom 1 315 970 69 5 0 C Bedroom 3 357 5404 7479 29 45 Closet space 48 0 0 0 0 sinks 42 439 51 2 0 Second floor 1054 10742 10646 58 64 HVAC 212 0 0 0 0 Garage 750 0 0 0 0 Base Flex 987 8878 7904 48 48 Basement BR 41 280 4509 6772 25 41 Basement Bath 66 1154 295 6 2 Storage 120 2598 567 14 3 Space 3 170 0 0 0 0 Formal Living 475 0 0 0 0 Formal Dinning 470 16514 13254 90 80 Kitchen 775 0 0 0 0 Bath 56 0 0 0 0 Stairs 198 2305 3759 13 23 HALL 275 1595 255 9 2 Master 406 12001 21877 65 132 Space #1 218 7965 1831 43 11 Office BR # 1 300 5566 5860 30 35 Office BR # 2 300 7609 9123 41 55 Space 716 8921 2606 48 16 Bath Powder 60 1276 233 7 1 (Rest of House) 6834 80892 74338 440 447 Master Bath 234 9004 13046 49 78 laundry 126 2337 3419 13 21 Closet 228 1844 1103 10 7 Room33 216 5550 10032 30 60 Furnace 3 804 18735 27600 102 166 .,..., ocno k i nQcn 1 o�,n'�n cnn I /cnn Gb, I + wrightsoft$ Riglt_Sute9)Uriversal2017 17.029 RSU25423 AiCK ...ers\epdMDoc mertsl3291 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E 06:59:06 Page 1 W rl htsoft® �BUjlding "'v 'L .. 2018-NowU9 08;59:06 9 Rigtt-Srite@ Uriversal 201717.0.29 RSU25423 Page 2 /�� ...ers\epdw\Doamertsl3291 Quail St 117 2018.pdf Calc =MJ8 Frort Door faces: E DIVISOf, wrightsoft` Project Summary Entire House EPC Heating & Cooling 6521 Sailsbury Cf, Arvada, oo 80003 Phone: 303 520 6395 Email: epdwac@oudook.00m For: Brad, Work Shop Notes: Weather: Denver Intl AP, CO, US Winter Design Conditions Outside db 7 °F Inside db 68 °F Design TD 61 °F Heating Summary Structure 110369 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) °F Humidification 0 Btuh Piping 0 Btuh Equipment load 110369 Btuh Relative humidity Infiltration Method Simplified Construction quality Fireplaces Ti ht 1 (Tig-ht) ton Cooling Equipment Summary Make York Heating Cooling Area (ft) 8692 8692 Volume (fP) 26412 26412 Airchanges/hour 0.10 0.05 Equiv.AVF (cfm) 44 22 Heating Equipment Summary Make York AHRI ref 9922056 Trade YORK BY JOHNSON CONTROLS Model TM9Y120D20MP11 AHRI ref Job: DaW: Nov 06, 2018 By: Summer Design Conditions -435 Outside db 92 °F Inside db 75 °F Design TD 17 °F Daily range H 0 Relative humidity 50 % Moisture difference -36 gr/Ib Sensible Cooling Equipment Load Sizing Structure 95434 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swin multipplier 0.97 EquipmenIsensibleload 92380 Btuh Latent Cooling Equipment Load Sizing Structure -435 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Latent cooling Temperature rise Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 92380 Btuh Req. total capacity at 0.70 SHR 11.0 ton Cooling Equipment Summary Make York Static pressure 0 Trade ASPEN Static pressure Space thermostat Cond YCE181321 Load sensible heat ratio Coil C(A C,D,E)30B44++TDR AHRI ref 9922056 Efficiency 96AFUE Efficiency Heating input 120000 Btuh Sensible cooling Heat ng output 109000 Btuh Latent cooling Temperature rise 202 °F Total cooling Actual airflow 600 cfm Actual airflow Airflowfactor 0.005 cfm/Btuh Airflowfactor Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio 12.1 EER, 14.5 SEER 12600 Btuh 5400 Btuh 18000 Btuh 600 cfm 0.006 cfm/Btuh 0 in H2O ;City o Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 'ill ACO',+wrightsoft° ugly_Sute®Uriversal201717.0.29RSU25423 ..ers�epd \Doamerts�3291 Quail St ll 7 2018.pdf Calc = MJ8 Frort Door faces: E Wheat Ridge 2018 -Nov -09 06:59:06 Page 1 9 o Project Summa Job: wri htsoft' Date: Nov 06, 2018 (Rest of House) By. EPC Heating & Cooling 6521 SaUsbuy Ct, Arvada, ce 80003 Phone: 303 520 6395 Email: epdwac@outlook.com For: Brad, Work Shop Notes: Weather: Denver Intl AP, CO, US Winter Design Conditions Outside db 7 °F Inside db 68 °F Design TD 61 °F Heating Summary Structure 80892 Btuh Ducts 0 Btuh Central vent (0 cfim) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 80892 Btuh Method Construction quality Fireplaces Infiltration He ting Simplified Ti ht 1 (Tig-t1t) Cooling 6834 20838 0.05 17 Area (ft) 6834 Volume (fV) 20838 Air changes/hour 0.10 Equiv AVF (cfm) 34 Heating Equipment Summary Make n/a °F Trade n/a 0 Model n/a Air flow factor AHRI ref n/a cf n/Btuh Efficiency -334 n/a Heating input °F Inside db Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 cfm Air flow factor 0 cf n/Btuh Static pressure 0 in H2O Space thermostat n/a 74338 Summer Design Conditions -334 Outside db 92 °F Inside db 75 'F Design TD 17 °F Daily range H 71959 Relative humidity 50 % Moisture difference -36 grAb Sensible Cooling Equipment Load Sizing Structure 74338 Btuh Ducts 0 Btuh Central vent (0 ckn) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swin multiplier 0.97 Equipment sensible load 71959 Btuh Latent Cooling Equipment Load Sizing Structure -334 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 71959 Btuh Req. total capacity at 0.70 SHR 8.6 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ACCP+wrightsoft'' Rgtt_Sate®Unversal201717.0.29RSU25423 ers\epctMDoarnerts\3291 Quail St 117 2018.pdf Calc = MA Frord Door faces: E City of Wheat F;idge 201 6 -Nov -09 06:59:06 Page 2 Project Summa Job: " Wrightsoft" Dame: Nov 06, 2018 Furnace 3 By: EPC Heating & Cooling 6521 Saulsbury CC Arvada, co 80003 Phone: 303 520 6395 Email: epctuac@oUlook.com Project Information For: Brad, Work Shop Notes: Design Information Weather: Denver Intl AR CO, US Winter Design Conditions Outside db 7 °F Inside db 68 °F Design TD 61 °F Heating Summary Structure 18735 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Method Construction quality Fireplaces Area (f:1) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Infiltration 0 Btuh 0 Btuh 18735 Btuh Summer Design Conditions Cooling Outside db 92 °F Inside db 75 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 grAb Sensible Cooling Equipment Load Sizing Structure 27600 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 26717 Btuh Simplified Latent Cooling Equipment Load Sizing Tight 1 (Tight) Structure -42 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling 804 241442 2412 0.11 0.05 4 2 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input n/a Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a in H2O Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 26717 Btuh Req. total capacity at 0.70 SHR 3.2 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 City' ' of Wheat Ridge Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCP+ Wrightsoft` R9tt_Suite®Uriversal 2017 17.0.29 RSU25423 erslepd7v1Docmerts13291 Quail St 11 72018.pdf Calc =MJ8 Front Door faces: E 3 Project Summary Dobe: Nov 06, zo,a - wrightsofto Second floor By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, ce 80003 Phone: 303 520 6395 Email: epdwac@oudook.com Project Information For: Brad, Work Shop Notes: Weather: Denver Intl AP, CO, US Winter Design Conditions Outside db 7 °F Inside db 68 °F Design TD 61 °F Heating Summary Structure 10742 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 10742 Btuh Method Construction quality Fireplaces Area (ft) Volume (ft) Air changes/hour Equiv. AVF (cfm) Infiltration Simplified Ti ht 1 (Tig-ht) HeatingCooling -60 Outside db 1054 3162 3162 0.11 0.06 6 3 Heating Equipment Summary Make n/a -60 Outside db Trade n/a °F Inside db Model n/a °F Design TD AHRI ref n/a °F Daily range Efficiency 10305 n/a Heating input % Moisture difference Heating output 0 Btuh Temperature rise 0 °F Actual airflow 0 cfm Airflowfactor 0 cfrn/Btuh Static pressure 0 in H2O Space thermostat n/a n/a Summer Design Conditions -60 Outside db 92 °F Inside db 75 °F Design TD 17 °F Daily range H 10305 Relative humidity 50 % Moisture difference -36 gr/Ib Sensible Cooling Equipment Load Sizing Structure 10646 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swingmultiplier 0.97 Equipmensensible load 10305 Btuh Latent Cooling Equipment Load Sizing Structure -60 Btuh Ducts 0 Btuh Central vent (0 cfrn) 0 Btuh Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 10305 Btuh Req. total capacity at 0.70 SHR 1.2 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual airflow 0 cfrn Airflowfactor 0 cfrn/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. + wrightsoft" Pj9lt_Suite®Urrversal201717.029RSU25423 ers\epdw Docments\3291 Quail St 11 7 2018.pdf Calc = MJ8 Frord Door faces: E City of Wheat Ridge BUii191l,8-f4q, 06:59:06 Paae4 9 ® AED Assessment Job: wri htsoft Date: Nov 06, 2018 Entire House By- EPC yEPC Heating & Cooling 6521 SaLlsbuy Ct Arvada, co 80003 Phone: 303 520 6395 Email: epchQc@oWook.com Project • • For: Brad, Work Shop Hourly Glazing Load Hour of Day 1buRy /Average i PEDYmI Maximum hourly glazing load exceeds average by 36.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 4838 Btuh (PFG-1.3*AFG) .4CCA+ wrightsoft, �9tt_S ite® Uriversa1201717.0.29 RSU25423 ..ers\epdw\Docuneris13291 Quail St 11 7 2018.pdf Calc = M,18 Fr°rd Door faces: E City of 2018 -Nov -09 Design Conditions Location: Indoor: Heating Cooling Denver Inti AR CO, US Indoor temperature (°F) 68 75 Elevation: 5430 ft Design TD (°F) 61 17 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.7 -35.5 Dry bulb (°F) 7 92 Infiltration: Daily range (T) - 27 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Hour of Day 1buRy /Average i PEDYmI Maximum hourly glazing load exceeds average by 36.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 4838 Btuh (PFG-1.3*AFG) .4CCA+ wrightsoft, �9tt_S ite® Uriversa1201717.0.29 RSU25423 ..ers\epdw\Docuneris13291 Quail St 11 7 2018.pdf Calc = M,18 Fr°rd Door faces: E City of 2018 -Nov -09 -+ wrightsoft@ AED Assessment (Rest of House) EPC Heating & Cooling 6521 Sadsbuy Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epa'vao@outlook.com For: Brad, Work Shop Job: Date: Nov 06, 2018 By: Location: Indoor: Heating Cooling Denver Inti AP, CO, US Indoor temperature (°F) 68 75 Elevation: 5430 ft Design TD (°F) 61 17 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.7 -35.5 Dry bulb (°F) 7 92 Infiltration: Daily range (°F) - 27 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Hou, of Day Maximum hourly glazing load exceeds average by 45.3%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 16022 Btuh (PFG - ALP) + wrightsoft, FZigtt_Srite@Uriversal20l7l7.029RSU25423 ACC*1 ...ers�epdwOocatnerts13291 Quail St 11 7 2018.pdf Calc = MJ8 Frort Door faces: E 2018 -Nov -0906:59p.6 Vi. Pag a 2 je Building Divison wrightsoft@ AED Assessment Furnace 3 EPC Heating & Cooling 6521 SaLlsbuy Ct, Arvada, co 80003 Plane: 303 520 6395 Email: epdwac@oVlook.com For: Brad, Work Shop Job: Date: Nov 06, 2018 By. Location: Indoor: Heating Denver Intl AP, CO, US Indoor temperature (°F) 68 Elevation: 5430 it Design TD (°F) 61 Latitude: 40'N Relative humidity (%) 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.7 Dry bulb (°F) 7 92 Infiltration: Daily range (°F) - 27 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Hourly Glazing Load I of Day / waM / arm i nEoi:�n Maximum hourly glazing load exceeds average by 14.9°/x. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2642 Btuh (PFG - ALP) Cooling 75 17 50 -35.5 2018 -Nov -09 wrightsoft`" R9n-Sute®Uriversa1201717.0.29RSU25423 A+CA ...ers\epdw\DoamerW291 Quail St 11 7 2018.pdf Calc = MJ8 Frort Door faces: E p AED Assessment Job: wrightsoft' Date: Nov U6, 2018 Second floor By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epdwc@oudook.com Project Information For: Brad, Work Shop Hourly Glazing Load Hou of Day a.Eage / amsmt Maximum hourly glazing load exceeds average by 83.2%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3323 Btuh (PFG - ALP) r-ity of wrl htsoft, 9 IZgtt-Su2018-Nov-09 X6:59, 6 te®Uriversa1201717.0.29RSU25423 BuiPage4 �� ...erslepdMDocaments13291 Quail St 11 7 2018.pdf Calc = MJ8 Frond Door faces: E Ut ViSo -00 Design Conditions Location: Indoor: Heating Cooling Denver Intl AP, CO, US Indoor temperature (°F) 68 75 Elevation: 5430 ft Design TD (°F) 61 17 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.7 -35.5 Dry bulb (°F) 7 92 Infiltration: Daily range (°F) - 27 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load Hou of Day a.Eage / amsmt Maximum hourly glazing load exceeds average by 83.2%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3323 Btuh (PFG - ALP) r-ity of wrl htsoft, 9 IZgtt-Su2018-Nov-09 X6:59, 6 te®Uriversa1201717.0.29RSU25423 BuiPage4 �� ...erslepdMDocaments13291 Quail St 11 7 2018.pdf Calc = MJ8 Frond Door faces: E Ut ViSo -00 - wrightsoftm Right -J® Worksheet Job: Entire House Date: Nov06, 2018 By- EPC yEPC Heating & Cooling 6521 Sadsbuy CL Arvada, co 80003 Phone: 303 520 6395 Email: epdwac@oitlook.com 1 Room name Entire House Second floor 2 Exposed mall 1043.0 ft 143.0 It 3 Room height 9.0 ft d 9.0 ft p 4 Room dimensions 5 Room area 8692.0 ft 1054.0 ft= Ty Construction number U -value (Btuh/ftt`---n Or HTM (Btuft t� Area (ftp or perimeter (f9 Load (Btuh) Area (ftp or perimeter (it) Load (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615613-0HG6 0.093 n 3.82 022 1845 1610 6142 354 387 355 1387 78 1D-c2ov 0.570 n 34.83 20.41 81 0 2821 1653 32 0 1114 653 11130 0290 n 17.72 7.13 154 154 2729 1099 0 0 0 0 �i 15813-Owo-6 0.093 a 3.67 0.19 2781 2252 8265 426 360 360 1459 97 11 {-G 1 D-c2ov 0.570 e 34.83 62.43 347 0 12085 21663 0 0 0 0 �D 11 PO 0.290 a 17.72 7.13 182 182 3225 1298 0 0 0 0 w 15B13-Ovr,6 0.093 s 3.74 022 1926 1517 5673 337 261 261 1058 70 L-G 1 D-c2ov 0.570 s 34.83 32.47 325 0 11319 10553 0 0 0 0 L�p 11 PO 0290 s 17.72 7.13 84 84 1488 599 0 0 0 0 w 151313-Ovr-6 0.093 w 3.40 0.16 2835 2026 6893 321 279 189 619 8 Et; 1 D-c2ov 0.570 w 34.83 62.43 662 0 23055 41329 90 0 3134 5619 -D 11 PO 0290 w 17.72 7.13 147 147 2605 1049 0 0 0 0 C 161330ad 0.032 - 1.96 1.54 6225 6225 12171 9582 488 488 954 751 F 21 A -24t 0.025 - 1.53 0.00 4862 4862 7427 0 448 448 684 0 F 21 X24 0.025 - 1.53 0.00 1341 1341 2048 0 0 0 0 0 6 c) AED exairsion 4838 3323 Envelopeloss/gain 107947 95101 10410 10600 12 a) Infiltration 2422 333 332 46 b) Roomventilation 0 0 0 0 13 Intemalgains: Oocupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 110369 95434 10742 10646 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 110369 95434 10742 10646 15 Dud loads 0% 0% 0 0 0% 0% 0 0 FTTotal room load 1 110369 1 95434 10742 10646 Ajr required (dm) 600 600 58 64 G.qa t �/ar;r�O Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. �4C A 4* wrightsoft'- 2018 -Nov- "06:59:06 Rigid -Sate® Universal 201717.029 RSU25423 Page 1 erslepctMDocunents\3291 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E wrightsoft, Right -J® Worksheet Job: Entire House Date: Nov 06, 2018 EPC Heating & Cooling By: 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@oudook.00m 1 Room name (Rest of House) Fumaoe 3 2 E)posed wall 799.0 It 101.0 ft 3 Room height 9.0 ft p 9.0 ft p 4 Room dimensions 5 Room area 6834.0 ftp 804.0 tF Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (BtuhAiz-°F) (BtuhAn or perimeter (13tuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615613-Ovc-6 0.093 n 3.82 022 1260 1057 3953 223 198 198 802 53 1 D-c2ov 0.570 n 34.83 20.41 49 0 1707 1000 0 0 0 0 11 PO 0.290 n 17.72 7.13 154 154 2729 1099 0 0 0 0 15613-0wcE 0.093 a 3.67 0.19 2025 1695 6332 311 396 197 474 18 1 1 1 D-c2ov 0.570 e 34.83 62.43 148 0 5154 9240 199 0 6931 12424 D 11 PO 0.290 e 17.72 7.13 182 182 3225 1298 0 0 0 0 W 15131 3 -Ow -6 0.093 s 3.74 0.22 1512 1220 4469 257 153 36 146 10 1 D-c2ov 0.570 s 34.83 32.47 208 0 7244 6754 117 0 4075 3799 11 PO 0.290 s 17.72 7.13 84 84 1488 599 0 0 0 0 Iw 15613-0wo-6 0.093 w 3.40 0.16 2394 1801 6333 313 162 36 -59 0 1D-c2ov 0.570 w 34.83 62.43 446 0 15533 27844 126 0 4388 7866 11 PO 0.290 w 17.72 7.13 147 147 2605 1049 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 5246 5246 10257 8075 491 491 960 756 F 21A -24t 0.025 1.53 0.00 3901 3901 5959 0 513 513 784 0 F 21A -24t 0.025 - 1.53 0.00 1341 1341 2048 0 0 0 0 0 6 c) AED excursion 16022 2642 Envelope lossigain 79036 74083 18500 27568 12 a) Infiltration 1856 255 235 32 b) Room ventilation 0 0 0 0 13 Intemalgains. Oocupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 80892 74338 18735 27600 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 80892 74338 18735 27600 15 Ductloads 0% 0%1 0 0 0% ()-/.1 01 0 Total room load 80892 74338 18735 27600 Airrequired (cim) 440 447 102 166 Calculations approved NACCA to meet all reauirements of Manual J 8th Ed. wrightsvft" �g�_Sute®Uriversa1201717.0.29RSU25423 2018-NOV-09 06:59:06 I&K Page 2 erslepd?"cunenusW91 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E +Id- wrightsoft, Right -JO Worksheet Job: (Rest of House) Date: Nov06, 2018 By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epdrvac@ouilook.com 1 Room name (RestofHouse) HVAC 2 E)posed wall 799.0 ft 20.0 It 3 Room height 9.0 It p 9.0 It heaVcool 4 Room dimensions 1.0 x 212.0 ft 5 Room area 6834.0 ft 212.0 if Ty Conon U -value Or HTM Area (ftp Load Area (ft2) Load number (BtuhAf-°F) (BtuW or perimeter (ft) (Btuh) or perimeter (fl) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 15613-0vr-6 0.093 n 3.74 021 1260 1057 3953 223 0 0 0 0 !�Gp 1 D-c2ov 0.570 n 34.83 20.41 49 0 1707 1000 0 0 0 0 11P0 0.290 n 17.72 7.13 154 154 2729 1099 0 0 0 0 v� 15B13-0vrA 0.093 a 3.74 0.18 2025 1695 6332 311 0 0 0 0 1 1 1 D-c2ov 0.570 e 34.83 62.43 148 0 5154 9240 0 0 0 0 l -p 11 PO 0.290 e 17.72 7.13 182 182 3225 1298 0 0 0 0 151313-0w-613-06 0.093 s 3.66 0.21 1512 1220 4469 257 18 18 73 5 1 D-c2ov 0.570 s 34.83 32.47 208 0 7244 6754 0 0 0 0 LL::G -D 11 PO 0290 s 17.72 7.13 84 84 1488 599 0 0 0 0 w 15613-D4r-6 0.093 w 3.52 0.17 2394 1801 6333 313 162 162 657 44 1 DQov 0.570 w 34.83 62.43 446 0 15533 27844 0 0 0 0 11 Po 0.290 w 17.72 7.13 147 147 2605 1049 0 0 0 0 C 1613.30ad 0.032 1.96 1.54 5246 5246 10257 8075 212 212 415 326 F 21A -24t 0.025 - 1.53 0.00 3901 3901 5959 00 0 0 0 F 21A 24t 0.025 1.53 0.00 1341 1341 2048 0 144 144 220 0 6 c) AED excursion 16022 -35 Envelopeloss/gain 79036 74083 1364 340 12 a) Infiltration 1856 255 46 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 01 0 Appliances/other 0 0 Subtotal (lines6 to 13) 80892 74338 1410 346 Less external load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 -1410 -346 14 Subtotal 80892 74338 0 0 15 Dudloads 1 0% 0% 0 0 -0% 0% 01 0 ITTotal room load 1 80892 74338 0 0 Air required (dm) 440 447 0 0 '"he&; ,iGge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -Suite® Universal 201717.029 RSU25423 2018 -Nov 09 0 Page 3 ...ers\epdnlDoamerts\3291 Quail St11 72018.pdf Calc =MJ8 Front Door faces: E + wrightsoft, Right -JO Worksheet Job: (Rest of House) Date: Nov 06, 2018 EPC Heating & Cooling By - 6521 r 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@oLlJook.com 1 Room name Garage Base Flex 2 Eposed Hall 87.0 ft 97.0 ft 3 Room height 9.0 ft heaVcnol 9.0 ft heaVcool 4 Room dimensions 30.0 x 25.0 ft 1.0 x 987.0 ft 5 Room area 750.0 ft' 987.0 tt Ty Construction U -value Or HTM Area (fly Load Area (W) Load number (BtuhAF--°F) (Btuh/ft2) or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6W 15613 -Ow -6 0.093 n 3.74 021 63 63 255 17 252 252 1021 68 1 Dr2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 I!-pC 11 PO 0290 n 17.72 7.13 0 0 0 0 0 0 0 0 15B130aG6 0.093 a 3.74 0.18 225 225 912 61 234 234 948 63 1 1 1 D-c2ov 0.570 e 34.83 62.43 0 0 0 0 0 0 0 0 11 PO 0.290 e 17.72 7.13 0 0 0 0 0 0 0 0 w 15613-OHa6 0.093 s 3.66 021 270 270 1094 73 153 153 620 41 [:::G 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 �D 11 PO 0.290 s 17.72 7.13 0 0 0 0 0 0 0 0 W 156130wo-6 0.093 w 3.52 0.17 225 225 912 61 234 164 551 6 (-G 1 D- 2ov 0.570 w 34.83 62.43 0 0 0 0 70 0 2438 4370 L:DD 11 PO 0290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 1.96 1.54 750 750 1466 1154 987 987 1930 1519 F 21A -24t 0.025 - 1.53 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.53 0.00 435 435 664 0 380 380 580 0 6 c) AED excursion -129 1667 Envelopeloss/gain 5304 1237 8089 7735 12 a) Infiltration 202 28 225 31 b) Room ventilation 0 0 0 0 13 j Internal gains Oooupants@ 230 0 0 01 0 Applianoeslother 0 0 Subtotal (lines 6to 13) 5506 1264 8314 7766 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -5506 -1264 564 138 14 Subtotal 0 0 8878 7904 15 Dudloads -0% 0%1 0 0 0% 0%1 0 0 Total room load 0 0 8878 7904 Air required (dm) 0 0 48 48 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft - 2018 -Nov -09 06:59:06 Right -Suite® Universal 201717.029 RSU25423 Page 4 ers\epchv\Documenls\ 3291 Quail St 11 7 2018.pdf Calc = MJ8 Front Door faces: E +� wrightsoft, Right -J® Worksheet Job: (Rest of House) Date: Nov06, 2018 By: EPC Heating & Cooling 6521 Salsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@outlook.com 1 Room name Basement BR #1 Basement Bath 2 Exposed wall 43.0 It 16.0 It 3 Room height 9.0 ft heat/oDol 9.0 ft heaV000l 4 Room dimensions 14.0 x 20.0 ft 1.0 x 66.0 ft 5 Room area 280.0 ft 66.0 ft2 Ty Construdon U -value Or HTM Area (ftp Load Area QF) Load number (Btuhft2_-) (Btuh/M or perimeter (ft) (Biuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615B13-Owa6 0.093 n 3.74 021 126 126 511 34 54 47 179 9 �-G 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 �-D 11 PO 0.290 n 17.72 7.13 0 0 0 0 7 7 124 50 �j 15B13-0�6 0.093 a 3.74 0.18 81 60 209 5 18 18 73 5 1 1 I-( 1 D-c2ov 0.570 e 34.83 62.43 0 0 0 0 0 0 0 0 _0 11 PO 0.290 e 17.72 7.13 21 21 372 150 0 0 0 0 w 15B13-0"" 0.093 s 3.66 0.21 0 0 0 0 54 33 100 0 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 11130 0.290 s 17.72 7.13 0 0 0 0 21 21 372 150 Iw 15813-Ov�6 0.093 w 3.52 0.17 180 110 332 0 18 18 73 5 L -I ---G 1 D-c2ov 0.570 w 34.83 62.43 70 0 2438 4370 0 0 0 0 D 11 PO 0.290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.96 1.54 280 280 547 431 66 66 129 102 F 21A -24t 0.025 - 1.53 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0.025 - 1.53 0.00 0 0 0 0 44 44 67 0 6 c) AED excursion 1768 -30 Envelope loss/gain 4409 6758 1117 290 12 a) Infiltration 100 14 37 5 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 01 i 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 4509 6772 1154 295 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4509 6772 1154 295 15 Dudloads -0% 0%1 0 0 -0% 0% 0 0 Total room load 4509 1 6772 1154 295 Air required (cfm) 25 41 6 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. + wrightsoftN Buiidi� ,VIs09r06:59:06 Right-SuteOUriversal 2017 17.0.29 RSU25423 Pa e 5 ...erstepdw\Doamerts43291 Quail St 11 7 2018.pdf Calc = MJ8 Front Door faces: E flr- wrightsoft, Right -J® Worksheet Job: (Rest of House) Date: Nov 06, 2018 By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@oullook.com 1 Room name Storage Spaoe 3 2 Exposed wall 41.0 ft 12.0 ft 3 Room height 9.0 ft heat/000l 9.0 ft heat/cool 4 Room dimensions 6.0 x 20.0 ft 17.0 x 10.0 ft 5 Room area 120.0 fF 170.0 fF Ty Construction U -value Or HTM Area (ftp Load Area (fF) Load number (Btuh/ff-°F) (BtuhM or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6V�1 158134 wc.6 0.093 n 3.74 021 54 54 219 15 0 0 0 0 �L-pG 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 11 PO 0.290 n 17.72 7.13 0 0 0 0 0 0 0 0 Vel 151313-Owc,6 0.093 a 3.74 0.18 180 180 730 49 90 55 166 0 1 1 {---G 1 D-c2ov 0.570 e 34.83 62.43 0 0 0 0 35 0 1219 2185 LL --pp 11 PO 0.290 e 17.72 7.13 0 0 0 0 0 0 0 0 w 156130wc,6 0.093 s 3.66 021 54 54 219 15 18 18 73 5 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 11 PO 0290 s 17.72 7.13 0 0 0 0 0 0 0 0 w 15613-0wo-6 0.093 w 3.52 0.17 81 32 50 0 0 0 0 0 1 D-c2ov 0.570 w 34.83 62.43 0 0 0 0 0 0 0 0 11 PO 0.290 w 17.72 7.13 49 49 868 350 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 120 120 235 185 158 158 309 243 F 21A -24t 0.025 1.53 0.00 0 0 0 0 170 170 260 0 F 21A•24t 0.025 1.53 0.00 120 120 183 0 0 0 0 0 6 c) AED excursion -58 430 Envelope losstgain 2503 554 2026 2863 12 a) Infiltration 95 13 28 4 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 2598 567 2054 2867 Less edemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -2054 -2867 14 Subtotal 2598 567 0 0 15 Dudloads -0% 0% 0 0 -00/6 0% 01 0 Total room load 1 1 2598 567 0 0 Air required (dm) 14 3 0 0 vviieat Ridge Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right-SOL®Uriversal 2017 17.029 RSU25423 erstepdMDoamerts13291 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E 46V-09 06:59:06 Page 6 wrightsoft, Right -J® Worksheet (Rest of House) EPC Heating & Cooling 6521 Saulsbuy Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@outlook.com Job: Date: Nov 06, 2018 By: 1 Room name Formal Living Formal Dinning 2 EVosedwall 47.0 It 42.0 It 3 Room height 9.0 It heaUmol 9.0 It heat/000l 4 Room dimensions 1.0 x 475.0 ft 1.0 x 470.0 It 5 Room area 475.0 ft' 470.0 if Ty Construclion U -value Or HTM Area (ft) Load Area (ftp Load number (Btuh/t--°F) (Btlih,fl or perimeter (ft) (B>lih) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 {Q( 15813j0vr6 0.093 n 3.74 021 90 90 365 24 18 18 73 5 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 I! -C D 11130 0290 n 17.72 7.13 0 0 0 0 0 0 0 0 W15B13-0wc,6 0.093 a 3.74 0.18 27 6 -10 0 153 125 461 19 1 1 !L 1 D-c2ov 0.570 e 34.83 62.43 0 0 0 0 0 0 0 0 -C, D 11 PO 0.290 a 17.72 7.13 21 21 372 150 28 28 496 200 w 1513134M" 0.093 s 3.66 0.21 81 81 328 22 54 54 219 15 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 11 PO 0.290 s 17.72 7.13 0 0 0 0 0 0 0 0 w 15613-0wo-6 0.093 w 3.52 0.17 225 169 594 15 153 76 183 0 I-- 1 D-c2ov 0.570 w 34.83 62.43 56 0 1950 3496 0 0 0 0 �-DcG 11 PO 0.290 w 17.72 7.13 0 0 0 0 77 77 1364 549 C 1613-30ad 0.032 1.96 1.54 16 16 31 25 362 362 708 557 F 21A -24t 0.025 1.53 0.00 475 475 726 0 470 470 718 0 F 21X24t 0.025 1.53 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1438 -126 Envelope losstgain 4356 5170 4222 1219 12 a) Infiltration 109 15 98 13 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 4465 5185 4319 1232 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -4465 -5185 12195 12022 14 Subtotal 0 0 16514 13254 15 DUdloads 1 -0% 0% 0 0 -0% 0% 01 0 Total room load 0 0 16514 13254 Air required (dm) 0 01 90 80 yvs�.83 )i{3ye Calculations aDoroved bvACCAto meet all reauirements of Manual J 8th Ed. .4C�A -qa- wrightsoft- Right-SUte®Uriversal 2017 17.029 RSU25423 erMepctMDoamerts%.3291 Quail St 117 2018.pdf Calc = MJ8 Front Door faces: E 2018 -Nov -0406:59:06 Page 7 + wrightsoft, Right -M Worksheet Job: (Rest of House) Date: Nov06, 2018 By: EPC Heating & Cooling 6521 Saulsbury a Arvada, co 80003 Phone: 303 520 6395 Email: epdwac@ouflook.com 1 Room name Ktchen Bath 2 Exposed well 89.0 It 0 ft 3 Room height 9.0 It heaU000l 9.0 ft heaV000l 4 Room dimensions 31.0 x 25.0 ft 8.0 x 7.0 ft 5 Room area 775.0 ft' 56.0 fl Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number (B1LW-°F) (BtuK t� or perimeter (ft) (Bich) or perimeter (ft) (Bfuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 61Ql 15613-0wa6 0.093 n 3.74 021 72 72 292 19 0 0 0 0 JI--pG 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 11 PO 0.290 n 17.72 7.13 0 0 0 0 0 0 0 0 �j 15613-ND6 0.093 a 3.74 0.18 225 189 707 32 0 0 0 0 1 1 LG 1 D-c2ov 0.570 e 34.83 62.43 36 0 1254 2247 0 0 0 0 D 11 PO 0290 e 17.72 7.13 0 0 0 0 0 0 0 0 w 15B13-Ovva6 0.093 s 3.66 0.21 279 167 494 0 0 0 0 0 1 D-c2ov 0.570 s 34.83 32.47 91 0 3169 2955 0 0 0 0 11 PO 0.290 s 17.72 7.13 21 21 372 150 0 0 0 0 15613-0wo-6 0.093 w 3.52 0.17 225 225 912 61 0 0 0 0 Iw 1D-c2ov 0.570 w 34.83 62.43 0 0 0 0 0 0 0 0 �-D 11 PO 0.290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 509 509 995 783 0 0 0 0 F 21A -24t 0.025 1.53 0.00 775 775 1184 0 0 0 0 0 F 21A -24t 0.025 1.53 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2484 0 Envelope loss/gain 9380 8731 0 0 12 a) Infiltration 207 28 0 0 b) Room ventilation 0 0 0 0 13 Internal gaina Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 9586 8760 0 0 Less exlemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution -9586 -8760 0 0 14 Subtotal 0 0 0 0 15 Dudloads -0%10% 0 0 -0% 0% 01 0 Total room load0 0 0 0 Airrequired (dm) 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .4C P - wrightsoft" Right -Suite® Universal 2017 17.029 RSU25423 2018 -Nov -09 06:ge 8 Page 8 erslepchv\Doc ment0291 Quail St 11 7 2018.pdf Calc = MJ8 Front Door faces: E +� wrightsoft, Right -J® Worksheet Job: (Rest of House) Date: Nov06, 2018 EPC Heating & Cooling By: 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epdwac@ou800k.com 1 Room name Stairs HALL 2 Eposed wall 20.0 It 26.0 It 3 Room height 9.0 It heat/000l 9.0 ft heatbool 4 Room dimensions 18.0 x 11.0 ft 5.0 x 55.0 ft 5 Room area 198.0 ft' 275.0 ft' Ty Constuclion U -value Or HTM Area (ft) Load Area (ft) Load number (BtahAF--q (BtuhM or perimeter (ft) (Btuh) or perimeter (ft) (Btih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 15B13 -Dv -6 0.093 n 3.74 021 0 0 0 0 0 0 0 0 ��pG 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 11 PO 0.290 n 17.72 7.13 0 0 0 0 0 0 0 0 W. I 15B13.0vr 6 0.093 a 3.74 0.18 99 50 123 0 0 0 0 0 11 - I -c; 1 D-c20v 0.570 e 34.83 62.43 49 0 1707 3059 0 0 0 0 D 11 PO 0.290 a 17.72 7.13 0 0 0 0 0 0 0 0 w 1513134Mc.6 0.093 s 3.66 0.21 81 81 328 22 0 0 0 0 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 11 PO 0290 s 17.72 7.13 0 0 0 0 0 0 0 0 w 15613-0vtio-6 0.093 w 3.52 0.17 0 0 0 0 234 234 948 63 1D-c2ov 0.570 w 34.83 62.43 0 0 0 0 0 0 0 0 11 PO 0290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 166-30ad 0.032 1.96 1.54 28 28 55 43 136 136 266 209 F 21A -24t 0.025 - 1.53 0.00 30 30 46 0 210 210 321 0 F 21A -24t 0.025 1.53 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 628 -26 Envelope lossIgain 2258 3752 1535 246 12 a) Infiltration 46 6 60 8 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 01 0 Applianoestother 0 0 Subtotal (lines6 to 13) 2305 3759 1595 255 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2305 3759 1595 255 15 Ductloads 1 -0% 0% 0 0 -D% 0% 0 0 Total room load 2305 3759 1595 255 Air required (dm) 13 23 9 2 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4* wrightsoft- Right-Sute®Uriversal201717.0.29RSU25423 2018 -Nov -0906:59:06 Page 9 ...erslepdw\Donerts13291 Quail St 11 7 2018.pdf Calc = MJ8 From Door faces: E cxr wrightsoft, Right -JO Worksheet Job: (Rest of House) Date: Nov 06, 2018 EPC Heating & Cooling By - 6521 Saulsbury Ct, Arvada, o0 80003 Phone: 303 520 6395 Email: epchvac@outiook.com 1 Room name Master Space #1 2 E)posed SII 45.0 It 22.0 It 3 Room height 9.0 ft heaf/000l 9.0 ft heaV000l 4 Room dimensions 1.0 x 406.0 ft 1.0 x 218.0 ft 5 Room area 406.0 ft 218.0 ft2 Ty Construction U -value Or HTM Area (fl) Load Area (ft) Load number (BtuhAt--n (BtuhM or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLI 15613 -Ow -6 0.093 n 3.74 021 0 0 0 0 18 18 73 5 II��G 1 D-(2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 D 11 PO 0290 n 17.72 7.13 0 0 0 0 0 0 0 0 1 15813-OwA- 0.093 a 3.74 0.18 0 0 0 0 162 162 657 44 1 1 � I_G 1 D-c2ov 0.570 e 34.83 62.43 0 0 0 0 0 0 0 0 L -D 11 PO 0.290 e 17.72 7.13 0 0 0 0 0 0 0 0 15613-Owa6 0.093 s 3.66 0.21 171 33 -91 0 18 18 73 5 Iw I --c; 1 Da2ov 0.570 s 34.83 32.47 117 0 4075 3799 0 0 0 0 I -p 11 PO 0290 s 17.72 7.13 21 21 372 150 0 0 0 0 w 15813-Ovw,6 0.093 w 3.52 0.17 234 54 -74 0 0 0 0 0 1 D-c2ov 0.570 w 34.83 62.43 180 0 6269 11237 0 0 0 0 11 PO 0.290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 380 380 743 585 218 218 426 336 F 21A -24t 0.025 1.53 0.00 395 395 603 0 0 0 0 0 F 21 A -24t 0.025 - 1.53 0.00 0 0 0 0 218 218 333 0 6 c) AED excursion 6091 -37 Envelope loss/gain 11897 21862 1562 352 12 a) Infiltration 105 14 51 7 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 01 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 12001 21877 1613 359 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 6353 1472 14 Subtotal 12001 21877 7965 1831 15 Duct loads -0% 0% 0 0 -01% 0% 0 0 Total room load 12001 21877 7965 1831 Air required (dm) 65 132 43 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. "8G 5k wrightsoft Rght Suite® Universal 2017 17.0.29 RSU25423 2018 -Nov -09 Page 100 ers�epchvkDocunerts13291 Quail St 11 7 2018.pdf Calc = MJ8 Frond Door faces: E - wrightsoftro Right -J® Worksheet Job: (Rest of House) Date: Nov06, 2018 By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac a@ouflook.com 1 Room name Otfioe BR # 1 Office BR # 2 2 E)posed wall 25.0 It 51.0 It 3 Room height 9.0 It heaV000l 9.0 ft heat/cool 4 Room dimensions 1.0 x 300.0 ft 1.0 x 300.0 ft 5 Room area 300.0 It' 300.0 ft2 Ty Construction number U -value (BtuhAP-°F) Or HTM (BtuhAF) Area (ftp or perimeter (ft) Load (Btuh) Area (ftp or perimeter (iq Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 615613-Owc.6 0.093 n 3.74 021 45 45 182 12 144 95 305 0 1 D-Qov 0.570 n 34.83 20.41 0 0 0 0 49 0 1707 1000 ���---DDD 11 PO 0.290 n 17.72 7.13 0 0 0 0 0 0 0 0 �j15613-0o6 0.093 a 3.74 0.18 117 89 315 9 90 62 206 2 1 1 {-G 1 D-c2ov 0.570 e 34.83 62.43 28 0 975 1748 0 0 0 0 �p 11 PO 0.290 e 17.72 7.13 0 0 0 0 28 28 496 200 w 15613-Dwo-6 0.093 s 3.66 0.21 36 36 146 10 45 45 182 12 L::G 1 D -(20v 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 t -D 11 PO 0.290 s 17.72 7.13 0 0 0 0 0 0 0 0 w 15613 -Ow -6 0.093 w 3.52 0.17 27 6 -10 0 180 110 332 0 1 D-c2ov 0.570 w 34.83 62.43 0 0 0 0 70 0 2438 4370 11 PO 0.290 w 17.72 7.13 21 21 372 150 0 0 0 0 C 166-30ad 0.032 1.96 1.54 267 267 522 411 1 1 2 2 F 21A -24t 0.025 1.53 0.00 300 300 458 0 300 300 458 0 F 21A -24t 0.025 1.53 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3071 1 1938 Envelopeloss/gain 2961 2647 6126 7523 12 a) Infiltration 58 8 118 16 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Applianoestother 0 0 Subtotal(lines 6to13) 3019 2655 6244 7539 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2547 3205 1364 1584 14 Subtotal 5566 5860 7609 9123 15 Dud loads -0%1 01A 0 0 -0% 0% 0 0 Total room load 5566 5860 7609 9123 Air required (dm) 30 35 41 55 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. -Fk- wrightsoft- 2018 -Nov -09 06:59:06 Riga -Suite® Universal 2017 17.0.29 RSU25423 Page 11 ...ers\epd4\Docunents\3291 Quail St 11 7 2018.pdf Calc = MJ8 Frond Door faces: E wrightsoftw Right -JO Worksheet Job: (Rest of House) Date: Nov 06, 2018 EPC Heating & Cooling Br 6521 Salsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@outlook.com 1 Room name Space Bath Powder 2 Eposed well 94.0 ft 22.0 It 3 Room height 9.0 It heat/000l 9.0 It heaVoDol 4 Room dimensions 1.0 x 716.0 It 6.0 x 10.0 ft 5 Room area 716.0 ft' 60.0 ft2 Ty Construction U -value Or HTM Area (ftp Load Area (M Load number (Btuh/r--°F) (BtuhAt� or perimeter (it) (Bfuh) or perimeter M (Btuh) Heat Cod Gross N/Pi8 Heat Cool Gross N/P/S Heat Cool 6yJ 15B13-Ovr-6 0.093 n 3.74 021 270 123 259 0 54 54 219 15 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 Ij1 11 PO 0.290 n 17.72 7.13 147 147 2605 1049 0 0 0 0 W 15B13-DAr-6 0.093 a 3.74 0.18 234 150 471 0 90 90 365 24 11 [-G 1 D-c2ov 0.570 a 34.83 62.43 0 0 0 0 0 0 0 0 I �D 11 PO 0.290 e 17.72 7.13 84 84 1488 599 0 0 0 0 W 15B13-0vur6 0.093 s 3.66 021 126 126 511 34 54 33 100 0 1 Dr2ov 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 11 PO 0290 s 17.72 7.13 0 0 0 0 21 21 372 150 W 15613-OwA 0.093 w 3.52 0.17 216 216 875 58 0 0 0 0 1 D-c2ov 0.570 w 34.83 62.43 0 0 0 0 0 0 0 0 11 PO 0.290 w 17.72 7.13 0 0 0 0 0 0 0 0 C 1613.30ad 0.032 - 1.96 1.54 716 716 1400 1102 40 40 78 62 F 21A -24t 0.025 - 1.53 0.00 716 716 1094 0 60 60 92 0 F 21A -24t 0.025 - 1.53 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -266 -24 Envelope lossigain 8703 2576 1225 226 12 a) Infiltration 218 30 51 7 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 0 10 Subtotal (lines6 to 13) 8921 2606 1276 233 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8921 2606 1276 233 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 8921 2606 1 1276 233 Air required (dm) 48 161 7 1 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. `A wrightsOft Rigg SuteO Uriversal 2017 17.0.29 RSU25423 2018 -Nov -09 P6age:12 Page 12 Quail St 117 2018.pdf Cafc= MJ8 FrontDoorfaces: E 9 wrightsoftm Right -JO Worksheet Job: Fumace 3 Date: Nov 06, 2018 By- EPC yEPC Heating & Cooling 6521 SaJsbuy G( Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@oWook.com 1 Room name Furnace 3 Master Bath 2 Edd vall 101.0 ft 31.0 ft 3 Room height 9.0 ft p 9.0 ft heat/cool 4 Room dimensions 13.0 x 18.0 It 5 Room area 804.0 tt2 234.0 fF Ty Conshuction U -value Or HTM Area (fly) Load Area (ft) Load number (BtuhAF--°F) (Btuhft� or perimeter (ft) (Bluh) or perimeter (ft) (Bhih) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U,•/ 15613 -OA" 0.093 n 4.05 027 198 198 802 53 0 0 0 0 IL - 1 D-c2ov 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 v� 15613-OwG6 0.093 a 2.41 0.09 396 197 474 18 162 27 -111 0 1 1 I --G 1 D-c2ov 0.570 e 34.83 62.43 199 0 6931 12424 135 0 4702 8428 llll���pppp 11 PO 0.290 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15613-Ovc-6 0.093 s 4.05 027 153 36 146 10 117 0 0 0 1 D-c2ov 0.570 s 34.83 32.47 117 0 4075 3799 117 0 4075 3799 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15613.OAr,6 0.093 w -1.65 0.00 162 36 -59 0 0 0 0 0 E21 D- 2ov 0.570 w 34.83 62.43 126 0 4388 7866 0 0 0 0 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 491 491 960 756 65 65 127 100 F 21A -24t 0.025 1.53 0.00 513 513 784 0 91 91 139 0 F 21 A -24t 0.025 0.00 0.00 0 0 0 0 01 0 0 0 6 c) AED excursion 2642 709 EnvelopelossIgain 18500 27568 8932 13036 12 a) Infiltration 235 32 72 10 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 0 0 01 i 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 18735 27600 9004 13046 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18735 27600 9004 13046 15 Dudloads 0% 0%1 0 0 -01/6 0% 0 0 Total room load 18735 27600 9004 13046 Airrequired (dm) 102 166 49 78 Building Divison,� Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF�tsoftm 2018 -Nov -09 Piga-SLiL-CUriver5al20l7l7.029 RSU25423 P 0 Page 13 ...erMepcW,Doamenls%3291 Quail St 11 7 2018.pdf Calc=MJ8 Front Door faces: E - wrightsoft- Right -J® Worksheet Job: Fumace 3 Date: Nov 06, 2018 By: EPC Heating & Cooling 6521 Saulsbury a Arvada, m 80003 Phone: 303 520 6395 Email: epdNac@oudook.com 1 Room name laundry Closet 2 Exposed wall 14.0 ft 27.0 ft 3 Room height 9.0 ft heat/000l 9.0 ft heaV000l 4 Room dimensions 9.0 x 14.0 ft 1.0 x 228.0 ft 5 Room area 126.0 f6 228.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft) Load number (Btuhffl2_-q (Bluft t� or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615613 -Ow A 0.093 n 4.05 027 0 0 0 0 135 135 547 36 4--G 1 D-c2ov 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 �D 11130 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 151313 Owa6 0.093 a 2.41 0.09 126 76 227 0 108 94 358 18 1 1 1 D-c2ov 0.570 e 34.83 62.43 50 0 1741 3121 14 0 488 874 LLLD 11 PO 0.290 a 0.00 0.00 0 0 0 0 0 0 0 0 Wf 15613-0vr-6 0.093 s 4.05 027 0 0 0 0 0 0 0 0 LI�-G 1 D -20v 0.570 s 34.83 32.47 0 0 0 0 0 0 0 0 L :Z 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15613-Uno-6 0.093 w -1.65 0.00 0 0 0 0 0 0 0 0 1 D,2ov 0.570 w 34.83 62.43 0 0 0 0 0 0 0 0 L -D 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 C 166-3Oad 0.032 1.96 1.54 102 102 199 157 108 108 211 166 F 21A -24t 0.025 1.53 0.00 90 90 137 0 116 116 177 0 F 21A -24t 0.025 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 136 0 Envelope lossrgain 2305 3415 1781 1094 12 a) Infiltration 33 4 63 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 01 0 01 0 Appliancesrother 0 0 Subtotal (lines6 to 13) 2337 3419 1844 1103 Less eAemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2337 3419 1844 1103 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 2337 3419 1844 1103 Air required (dm) 13 21 10 7 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. .9C�A wrightsOft" Right-Sute®Uriversal201717.0.29RSU25423 2018 Now09 P6age:04 ers�epdnADocurnents\3291 Quail St 11 7 2018.pdf Calc = M,18 Frond Door faces: E 9 + wrightsoft Right -JO Worksheet Job: Fumace 3 Date: Nov 06, 2018 By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Plane: 303 520 6395 Email. epchvac@outlook.com 1 1 Room name Room33 lt 290 ft 3 I Room 9.0 ft heat/000l 4 Room dimensions 12.0 x 18.0 ft 5 Room area 216.0 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area Load number (Btuh/f °F) (Btuh/tt) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 15813-0vvoa6 0.093 n 4.05 0.27 63 63 255 17 1 D-c2ov 0.570 n 0.00 0.00 0 0 0 0 D 11 PO 0.290 n 0.00 0.00 0 0 0 0 Ud/ 15813-Wc6 0.093 e 2.41 0.09 0 0 0 0 11 i C 1 D-cov 0.570 e 34.83 62.43 0 0 0 0 L -D 11 PO 0.290 e 0.00 0.00 0 0 0 0 W 15613-Owr,�6 0.093 s 4.05 0.27 36 36 146 10 �-G 1 D-c2ov 0.570 s 34.83 32.47 0 0 0 0 1-D 11 PO 0.290 s 0.00 0.00 0 0 0 0 W 151313-Ovva6 I 0.093 w -1.65 0.00 162 36 -59 0 k --G 1 D-c2ov 0.570 w 34.83 62.43 126 0 4388 7866 I D 11 PO 0.290 w 0.00 0.00 0 0 0 0 C 166-30ad 0.032 1.96 1.54 216 216 422 332 F 21A -24t 0.025 1.53 0.00 216 216 330 0 F 21A -24t 0.025 0.00 0.00 0 0 0 0 6 c) AED excursion 1797 Envelope lossrgain 5482 10023 12 a) Infiltration 67 9 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Applianoes/other 0 Subtotal (lines 6to 13) 5550 10032 Less external load 0 0 Lesstransfer 0 0 Redistribution 0 0 I 14 Subtotal 55501 10032 "6y 15 Ductloads 1 -0% 0% 01 0 Total room load 5550 10032 e Air required (dm) 30 60 ',, uiiairlg Divis�,� Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. ! -`l wrigF>ttsoft"` Right-Suite®Universal201717.0.29RSU25423 2018 -Nov -0906:59:06 Page 15 ...ers\epdrv\Doamerts\3291 Quail St 11 7 2018.pdf Calc = MJ8 Front Door faces: E - wrightsoft, Right -J® Worksheet Job: Second floor Date: Nov 06, 2018 By. EPC Heating & Cooling 6521 Sadlsbuy Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epo'wac@otilook.com 1 Room name Second floor Top Bath 2 Exposed vuall 143.0 ft 15.0 ft 3 Room height 9.0 ft p 9.0 ft heaU000l 4 Room dimensions 9.0 x 6.0 It 5 Room area 1054.0 ftz 54.0 ft2 Ty Constuchon number U -value (BtuhAi=--q Or HTM (BtjW Area (ftp or perimeter (ft) Load (Btuh) Area (ft) or perimeter (it) Load (131uh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6VAI 15613 -Ow ,6 0.093 n 3.91 022 387 355 1387 78 0 0 0 0 �G 1 D-c2ov 0.570 n 34.83 20.41 32 0 1114 653 0 0 0 0 !-p 11 PO 0290 n 0.00 0.00 0 0 0 0 0 0 0 0 15613-NvG6 0.093 a 4.05 027 360 360 1459 97 0 0 0 0 1 1 1 D-c2ov 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 11PO 0290 a 0.00 0.00 0 0 0 0 0 0 0 0 w 151313 -Ow -6 0.093 s 4.05 027 261 261 1058 70 81 81 328 22 1 D-c2ov 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15613-Owo-6 0.093 w 3.28 0.04 279 189 619 8 54 46 173 8 1 D-c2ov 0.570 w 34.83 62.43 90 0 3134 5619 8 0 279 499 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.96 1.54 488 488 954 751 54 54 106 83 F 21A -24t 0.025 1.53 0.00 448 448 684 0 54 54 82 0 F 21A -24t 0.025 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3323 281 Envelope lossIgain 10410 10600 968 894 12 a) Infiltration 332 46 35 5 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 10742 10646 1003 898 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10742 10646 1003 898 15 Dudloads 0% 0% 0 0 -0% 0% 0 0 Total room load 10742 10646 1003 898 Air required (dm) 1 1 581 64 15 5 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. TP111- wrightsoft"�g_Sutec®Uriversa12o1717.0.29RSU25423 2018 -Nov -0906:59:06 AGA Page 16 ers\epdnADoamerts\3291Quail St1172018.pdf Calc =MJ8 Front Door faces: E +�++ wrightsoft, Right -JO Worksheet Job: Second floor Date: Nov 06, 2018 By. EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, w 80003 Phone: 303 520 6395 Email: epchvac@outlook.com 1 Room name E Bedroom 2 A Bedroom 1 2 Exposed well 35.0 It 25.0 It 3 Room height 9.0 It heaVcool 9.0 It heaV000l 4 Room dimensions 17.0 x 14.0 ft 21.0 x 15.0 It 5 Room area 238.0 ft 315.0 IF Ty Construction U -value Or HTM Area (ftp Load Area (Y) Load number (Btuh/ft2-°F) (Btuhtn or perimeter (tt) (Btuh) or perimeter (to (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 61 5131 0.093 n 3.91 022 153 121 438 15 63 63 255 17 1 D-c2ov 0.570 n 34.83 20.41 32 0 1114 653 0 0 0 0 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 v�15B13-O vD6 0.093 a 4.05 027 126 126 511 34 135 135 547 36 1 D-c2ov 0.570 e 0.00 0.00 0 0 0 0 0 0 0 0 D 11 PO 0.290 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15813-Ovr 6 0.093 s 4.05 027 0 0 0 0 27 27 109 7 1 D-c2ov 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 11130 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15813-0vr-6 0.093 w 3.28 0.04 36 24 78 0 0 0 0 0 1 D-c2ov 0.570 w 34.83 62.43 12 0 418 749 0 0 0 0 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 C 166-30ad 0.032 1.96 1.54 56 56 109 86 0 0 0 0 F 21A -24t 0.025 1.53 0.00 26 26 40 0 0 0 0 0 F 21 A -24t 0.025 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 583 0 Envelope loss/gain 2708 2121 912 61 12 a) Infiltration 81 11 58 8 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 01 i 0 Applianmsnother 0 0 Subtotal (lines 6 to 13) 2790 2132 970 69 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 137 17 0 0 14 Subtotal 2927 2150 970 69 15 Dudloads -O% 0%1 0 0 -0% 0% 0 0 Total room load L2927 2150 970 69 Air required (dm) 16 13 5 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 444- wright50ft® Righl_Sulte®Uriversal 201717.0.29 RSU25423 2018 -Nov -09 06:59:06 '485A Page 17 ...ers�epdMDoc merts0291 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E - wrightsoft' Right -J® Worksheet Job: Second floor Date: Nov 06, 2018 By: EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epctwac@ouilook.com 1 Room name C Bedroom 3 Closet space 2 Exposed wall 55.0 It 4.0 It 3 Room height 9.0 ft heat/000l 9.0 ft heat/000l 4 Room dimensions 17.0 x 21.0 It 12.0 x 4.0 It 5 Room area 357.0 ft' 48.0 ft2 Ty Construction U -value Or HTM Area (fly Load Area (ft) Load number (BtuhAF--n (BtuhM or perimeter (M (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615B13-Ovvc6 0.093 n 3.91 022 153 153 620 41 0 0 0 0 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 0 0 0 0 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 �j15613-Nw 0.093 a 4.05 027 0 0 0 0 36 36 146 10 1 1 I -G 1 D-c2ov 0.570 e 0.00 0.00 0 0 0 0 0 0 0 0 �D 11 PO 0.290 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15813-0v-6 0.093 s 4.05 027 153 153 620 41 0 0 0 0 L. c, 1 D-c2ov 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 D 11 PO 0290 s 0.00 0.00 0 0 0 0 0 0 0 0 IwI 15B13.Oovc6 0.093 w 3.28 0.04 189 119 368 0 0 0 0 0 - 1--c� 1 D-c2ov 0.570 w 34.83 62.43 70 0 2438 4370 0 0 0 0 D 11 PO 0290 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.96 1.54 357 357 698 549 8 8 16 12 F 21A -24t 0.025 1.53 0.00 348 348 532 0 8 8 12 0 F 21 A -24t 0.025 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2459 0 Envelope losstgain 5276 7461 174 22 12 a) Infiltration 128 18 9 1 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 01 0 Applianoesrother 0 0 Subtotal (lines6 to 13) 5404 7479 183 23 Less exlemal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 -183 -23 14 Subtotal 5404 7479 0 0 15 Dudloads -0% 0% 0 0 -0% 0% 0 0 Total room load 5404 7479 0 0 Air required (dm) 29 45 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrigFrttsoftm Right -Suite® Uriversal 2017 17.0.29 RSU25423 2018 -Nov -09 P6age:16 AC A 6 ...erslepdMa DornertE2291 Quail St 117 2018.pdf Calc = MJ8 Frond Door faces: E 9 +i+ wrightsoft Right -JO Worksheet Job: Second floor Date: Nov 06, 2018 By. EPC Heating & Cooling 6521 Saulsbury Ct, Arvada, co 80003 Phone: 303 520 6395 Email: epchvac@orlJook.com 1 Room name sinks 2 Exposed mall 9.0 It 3 Room height 9.0 It heat/cool 4 Room dimensions 6.0 x 7.0 ft 5 Room area 42.0 ft Ty Construction U -value Or HTM Area (ftp Load Area Load number (Btuh/ft=-°F) (Btuh/W) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615613-0vtiG6 VI 0.093 n 3.91 022 18 18 73 5 -G, 1 D-c2ov 0.570 n 34.83 20.41 0 0 0 0 -D 11 PO 0290 n 0.00 0.00 0 0 0 0 W 15B13-Ovr,6 0.093 e 4.05 0.27 63 63 255 17 1 1 -G 1D-c2ov 0.570 e 0.00 0.00 0 0 0 0 �D 11 PO 0.290 e 0.00 0.00 0 0 0 0 W 15B13-0nc-6 0.093 s 4.05 0.27 0 0 0 0 1 D-c2ov 0.570 s 0.00 0.00 0 0 0 0 D 11 PO 0.290 s 0.00 0.00 0 0 0 0 W 15613-0vr-6 0.093 w 3.28 34.83 0.04 62.43 0 0 0 0 0 0 0 0 I 1 D-c2ov 11 PO 0.570 0.290 w w 0.00 0.00 0 0 0 0 C 166-30ad 0.032 1.96 1.54 13 13 25 20 F 21A -24t 0.025 1.53 0.00 12 12 18 0 F 21A -24t 1 1 0.025 1 1 1 0.00 0.00 0 1 0 1 1 1 1 0 1 0 1 1 1 1 1 ( 1 1 1 1 6 c) AED excursion O Envelope losstgain 372 42 12 a) Infiltration 21 3 b) Room ventilation 0 0 13 Internal gains: Oacupants@ 230 0 0 Appliances/other O Subtotal (lines6to 13) 393 451 1 Less external load 0 0 1 1 Less transfer 0 Red15 01 14 Subtotal 439 546 Ductloads -0% 0% 01 0 Total room load 439 51 Air required (dm) 2 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF>ttsoft' Ri9lt-Sute®Uriversal201717.0.29RSU25423 2018 -Nov -09 ...erslepd MDocurnerts\ 3291 Quail St 11 7 2018.pdf Calc = MJ8 Front Door faces: E 9 wri htsoftm Duct System Summary Job: Q Date: Nov 06, 2018 Entire House Br. EPC Heating & Cooling 6521 SaUsbury Ct Arvada, co 80003 Phone: 303 520 6395 Email: epdwac@oLtlook.com Project Information For: Brad, Work .. External static pressure Pressurelosses Available static pressure Supply/ return available pressure Lowest fri cti on rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 /0.000 in H2O 0 in/100ft 600 cfirn I. + wrightsoft, Ri9n-Sute®Uriversal201717.029RSU25423 A+CA ...ers\epchv\Doamerts\3291 Quail St 117 2018.pdf Calc = MJ8 Front Door faces: E 0 ft Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 600 cfm 2018 -Nov -09 06:59:09 Page 1 ,rldrn8 Divison,,,d Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk A Bedroom 1 h 69 5 0 0 0 Ox 0 ShMt 0 0 Opening (in) Base Flex h 1581 10 10 0 0 Ox 0 ShMt 0 0 Ox 0 Base Flex -A h 1581 10 10 0 0 Ox 0 ShMt 0 0 0 Base Flex -B h 1581 10 10 0 0 Ox 0 ShMt 0 0 0 Base Flex -C h 1581 10 10 0 0 Ox 0 ShMt 0 0 0 Base Flex -D h 1581 10 10 0 0 Ox 0 ShMt 0 0 0 BasementBR#1 c 6772 25 41 0 0 Ox 0 ShMt 0 0 Basemert Bath h 295 6 2 0 0 Oxo ShMt 0 0 Bath C 0 0 0 0 0 Ox 0 ShMt 0 0 Bath Powder -A h 233 7 1 0 0 Ox ShMt 0 0 C Bedroom 3 c 7479 29 45 0 0 Ox 0 ShMt 0 0 Closet h 1103 10 7 0 0 Ox 0 ShMt 0 0 E Bedroom 2 h 2150 16 13 0 0 Ox 0 ShMt 0 0 Formal Dirring -A h 13254 90 80 0 0 Ox 0 ShMt 0 0 HALL h 255 9 2 0 0 Ox 0 ShMt 0 0 Master Bath C 6523 24 39 0 0 Ox 0 ShMt 0 0 Master Bath -A c 6523 24 39 0 0 Ox 0 ShMt 0 0 Master -C c 10938 33 66 0 0 Ox 0 ShMt 0 0 Master -D c 10938 33 66 0 0 Ox 0 ShMt 0 0 Office BR# 1-A c 5860 30 35 0 0 Ox 0 ShMt 0 0 Office BR#2-B c 9123 41 55 0 0 Oxo ShMt 0 0 Room33-A c 5016 15 30 0 0 Ox 0 ShMt 0 0 Room33-B C 5016 15 30 0 0 OX 0 ShMt 0 0 Space #1 h 1831 43 11 0 0 Ox 0 ShMt 0 0 Space -A h 1303 24 8 0 0 Ox 0 ShMt 0 0 Space -B h 1303 24 8 0 0 Ox 0 ShMt 0 0 Stairs c 3759 13 23 0 0 Ox 0 ShMt 0 0 Storage h 567 14 3 0 0 OX 0 ShMt 0 0 Top Bath C 898 5 5 0 0 Ox 0 ShMt 0 0 lawdry C 3419 13 21 0 0 Ox 0 ShMt 0 0 sinks h 51 2 0 0 0 Ox 0 ShMt 0 0 < + Wrightsoft, Rigtt-Sate®Unversal201717.0.29RSU25423 ...erslepd \Doomertsl3291 Quail Sl1172018.pdf Calc=MJ8 FrontDoorfaces: E city 01 111i'e�t Ri,ra,7� 06:59:09 Page 2 Grille Htg Clg TEL Design Veloc Dia m H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mad Trunk rb1 Ox 0 136 104 0 0 0 0 Ox 0 ShMt rb4 Ox 0 83 68 0 0 0 0 Ox 0 ShMt rb7 Ox 0 77 95 0 0 0 0 Ox 0 ShMt rb5 Ox 0 99 120 0 0 0 0 Ox 0 ShMt rb3 Ox 0 204 290 0 0 0 0 Ox 0 ShMt < + Wrightsoft, Rigtt-Sate®Unversal201717.0.29RSU25423 ...erslepd \Doomertsl3291 Quail Sl1172018.pdf Calc=MJ8 FrontDoorfaces: E city 01 111i'e�t Ri,ra,7� 06:59:09 Page 2 3/W' PIPE SIZE UPS26�9 Note: This drawing is for illustrative purposes only. Not Prepared for: PRO PLUMBING & HEATING 0 all required components may be shown. Local codes, Reference: 3291 QUAIL STREET Hydronics Division regulations, and authorities have final jurisdiction. Prepared by: DYLAN MCCORMICK Bid #: B046988 I Date: 9/26/18 C/t1, of ,.. heat "Y/. ��@ Name:3291 Quail Street Project #:Chaldekas Residence Room Heating Summary (By Construction Type) Embedded Slab Heating System Summary September 26, 2018 Zone # Room Name Heating Floor Heated Manifold Tube RH Tube Tubing Floor Required Unit RH RH Load' Supplemental Total Load' Type Area Area # Size Circuits' Spacing In Room Cover RV Temp. Load Zone 101 Bedroom #1 RH 260 260 Manifold 1 1/2" 2 12 276 1.2 106 11.5 2,982 0 2,982 Zone 10Z Bathroom #1 ftH 54 47 Manifold 2 1/2" 1 12 53 0.3 92 7.7 358 0 358 Zone 102 Flex Space RH 1,114 954 Manifold 2 112" 4 12 954 1.2 100 9.3 8,855 0 8,855 Basement (1) Circuits assigned to this room. Leaders from other rooms may not be counted. (2) Includes panel back loss. (3) Total load including panel back loss. Does not account for reclaimed loss within building envelope Length = It Area = ft' Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = BWMrf l Rv = hrfl ."Flbtu Created Using LoopCAD 2018 (9/26/2018) Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Vemion:18.0.0280 R See end of report for important Notes and Disclaimers. Page 2 of 4 Name:3291 Quail Street Project #:Chaldekas Residence Gypsum Thin Slab Heating System Summary September 26, 2018 Zone # Room Name Heating Floor Heated Manifold Tube RH Tube Tubing Floor Required Unit RH RH Load' Supplemental Total Load' lOffice/Bedroo Type Area Area # Size Circuits' Spacing In Room CoverRV1 Temp. Load Zone 201 RH 312 312 Manifold 3 1/2" 2 12 312 0.7 116 18.9 5.905 0 5,905 m #2 Zone 202 Office/Bedroo RH 247 245 Manifold 4 1/2" 2 12 247 0.7 103 11.9 2,920 0 2,920 m #3 Zone 202 Walk -In Closet RH 60 60 n/a n1a 0 12 61 0.7 0 3.3 195 0 195 Zone 203 Bathroom #2 RH 59 52 Manifold 5 1/2" 1 12 54 0.3 104 15.2 787 0 787 Zone 203 Kitchen/Breakf RH 889 716 Manifold 5 112" 5 12 694 0.7 131 23.6 16,923 0 16,923 ast Nook Zone 203 Living/Dining RH 1,150 1,016 Manifold 5 1/2" 4 12 1,442 0.7 124 27.8 28,257 0 28,257 Room Zone 203 Mud Room RH 186 162 Manifold 5 1/2" 1 12 150 0.0 104 9.8 1,597 0 1,597 Zone 204 Garage RH 715 715 Manifold 6 112" 3 12 701 0.0 107 21 14,981 0 14,981 Zone 301 Master RH 437 437 Manifold 11 112" 3 9 575 0.7 121 23.5 10,258 0 10,258 Bedroom F Zone 302 Master RH 243 214 Manifold 7 112" 2 9 281 0.3 118 25.4 5,433 0 5,433 Bathroom Zone 302 Master Walk -In RH 217 207 Manifold 7 1/2" 1 12 255 0.7 103 11.7 2,412 0 2,412 Closet Zone 303 Flex RH 562 430 Manifold 8 1/2" 2 12 489 0.7 118 20.7 8,930 0 8,930 Retreat/Hallwa y Zone 303 Laundry Room RH 120 94 Manifold 8 1/2" 1 12 93 0.3 92 1 6.1 573 0 573 Zone 304 Alice's RH 258 254 Manifold 9 112" 1 12 246 1.2 118 15.7 3,977 0 3,977 Bedroom Zone 304 Jack & Jill RH 88 88 Manifold 9 1/2" 1 12 106 0.3 98 11.5 1,006 0 1,006 Bathroom Zone 304 Walk-in Closet RH 56 56 Manifold 9 1/2" 1 12 55 1.2 118 4.8 268 0 268 Zone 305 Bathroom RH 49 41 Manifold 10 1/2" 1 9 54 0.3 128 22.2 921 0 921 Zone 305 Charlie's RH 238 238 Manifold 10 1/2" 2 9 316 1.2 129 22.2 5,294 0 5,294 Bedroom Zone 305 Walk -In Closet RH 42 42 Manifold 10 112" 1 9 46 1.2 129 5 211 0 211 Zone 306 Elenore's RH 227 227. Manifold 12 1/2" 3 6 456 1.2 128 23.9 5,441 0 5,441 Bedroom - Zone 306 Walk-in Closet RH 35 f 35"Manifold Manifold 12 1/2" 1 6 33 1.2 128 4.9 171 0 171 (1) Circuits assigned to this room. Leaders from other rooms may not be counted. (2) Includes panel back loss. (3) Total load Including panel back loss. Uoes not account for reclaimed loss within building envelope. Length = ft Area = ft' Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Bh✓hr Unit Heat Loss = Btu/hrftRv = hrtt'-`F/btu Created Using LoopCAD 2018 (9/2612018) Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Version: 18.0.0280 R See end of report for important Notes and Disclaimers. Page 3 of 4 Name:3291 Quail Street Project #:Chaldekes Residence Manifold Summary Heating System Summary September 26, 2018 Manifold Name # Zones # Circuits Flawrate Head Loss' Required Temp. Supplied Temp. Temp Drop Manifold Type Control Type # SIR SIR Actuators Length' Pipe Manifold 1 1 2 0.30 1.2 106 108 20 None Selected Manifold 0 Manifold 2 1 5 0.86 1.6 100 108 20 None Selected Manifold 0 Manifold 3 1 2 0.59 1.8 116 130 20 None Selected Manifold 0 Manifold 4 1 2 0.36 1.3 103 108 20 None Selected Manifold 0 Manifold 5 1 10 1 4.73 4.4 1 131 130 1 20 None Selected Manifold 0 Manifold 6 1 3 1.50 4.1 107 108 20 None Selected Manifold 0 Manifold 7 1 3 0.81 20 118 130 20 None Selected Manifold 0 Manifold 8 1 3 0.82 26 118 130 20 None Selected Manifold 0 Manifold 9 1 2 0.50 2.0 118 130 20 None Selected Manifold 0 Manifold 10 1 2 0.76 2.7 129 130 20 None Selected Manifold 0 Manifold 11 1 3 1.03 2.3 121 130 20 None Selected Manifold 0 Manifold 12 1 30.61 1.5 1 128 130 20 None Selected Manifold 0 Total 12 40 12.88 4.4 131 - 20 0 (1) Total Head less Includes manifold, circuits and supplyltetum piping If specified. (2) SIR Lengtlt = one way Disclaimers With the permission of the Air Conditioning Contractors of America ("ACCA"), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. ® 2015 Air Conditioning Contractors of America. All Rights Reserved- www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America All rights reserved. Cold weather hurNditcatlen, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mid, mildew, frost damage, and moisture damage. The software does not perform calculations for time estimation or detection of possible condensation problems, and itis the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 81h Edition, including Section 1-11 and Section 27. The calculated values shown in this report are based on the data input by the user of the software. Inaccurate or erroneous data input will result in inaccurate or erroneous results. You are strongly advised to review all input data carefully, and to have the calculated results reviewed by an experienced heating professional to ensure reasonableness and suitability for your application. IN NO EVENT WILL AVENIR SOFTWARE INC. CAVENIR") OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLJGENCE. STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE], EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIWS CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Length = R Area = ft' Temperature = "F Flowrats = USGPM Air Flow = cfm Heat Loss = BhAr Unit Heat Lass = BtufhrfP Rv = hrft •°Flbtu Created Using LoopCAD 2018 (926!2018) Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Otter Heating SM = Snowmelt N = Not Heated Version:18.0.0280 R See end of report for important Notes and Disclaimers. Page 4 of 4 City of ✓i/ feat R;cfge KM Basement Garage Job M Performed for: Brad EPC Heating & Cooling 6521 Saulsbury Ct Arvada, co 80003 Phone: 303 520 6395 epchvac@outlook.com [�jhoat R�d9e Scale: 3/32" = 1'0" Page 1 RightSuite® Universal 2017 17.029 RSU25423 2018 -Nov -09 07:00:24 ents\.3291 Quail St 117 2018.pdf N_M Main Floor Job #: Performed for: Brad EPC Heating & Cooling 6521 Saulsbury Ct Arvada, co 80003 Phone: 303 520 6395 epchvac@outlook.com City of Meat Ridge Building Divisor Scale: 3/32" = 1'0" Page 2 Right -Suite® Universal 2017 17.0.29 RSU25423 2018 -Nov -09 07:00:24 ents\3291 Quail St 117 2018.pdf N 2nd Floor 10 E Bedroom 2 16 cfm 45 cfm 6 C Bedroom 3 p bsetspace I 6 Top Bath Bath sirks 5 cfm ® cfrn 6 ABedroom 1 CK5cfm 23 cfm HALL n9cfm Stairs Iairdry �30cNoom 3 ®'21Cfm CK, Closet CK 10 cfm cfrn City of Master Master Bath 3 fin Wheat Ridge Building of '--^35Z 39 Cirri Job #: EPC Heating & Cooling Scale: 3/32° = 1'0° Performed for: Page 3 Brad 6521 Saulsbury Ct Right-Suite® Universal 2017 Arvada, co 80003 17.0.29 RSU25423 Phone: 303 520 6395 2018-Nov-09 07:00:25 epchvac@outlook.com ents13291 Quail St 117 2018.pdf KORDZIEL ENGINEERING, INC._--- www.kordzielengineering.com P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 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 4Pp 0 L �C� 29994 01 . Ess/nM'e� E�G� Prepared for: WORKSHOP DENVER 4100 JASON STREET DENVER, COLORADO 80211 fax 303-216-9292 City of Wheat Ridge PROJECT NO. 2091 NOVEMBER 6, 2017 TABLE OF CONTENTS TABLE OF CONTENTS 1 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 c;tyof (Wheat Ridge Building Divisn., . 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 sandstoedroc to the maximum depth explored of 40 feet. 2. Free water was encountered in all borings at the time of drilling. The Borings weree checked 9 days after drilling and ground water was measured at a depth of 9,5Jeei,lhor TH-1, 9 feet in TH-2, 7.5 feet in TH-3 and at 5 feet in TH-4. 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 borin t and proposed lot subdivisions are presented on Figure 1. The site has a drainage runninj f�tgMA Ridge southeastern portion of the site to the northeastern portion of the site, as indicated on The site slopes gently to the northwest on the east side of the drainage and gently to the 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�,Tlh-2 )ge (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by sofMo medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock 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 Moderate 2 - <4 H ig h 4—<6 VeryHi h Greater than 6 Samples at anticipated foundation depths possess a nil to moderate expa lion potential with an overall low movement potential. Swell -consolidation test results for.%Ja1f6'ge of sandy clay obtained from TH-1 through TH-4 were as follows: TH-1 at 4 feet (0.3%'si"ejv�s�n 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 horizontaI: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 *vertical (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 e caving. Spoils of the excavation must be placed a minimum of 2 horizontal feet from the1eda8 :«on 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 )e bearing capacity of 1500 pounds per square foot (PSF) and residence garage footings ,01 OBison be designed for a maximum allowable bearing capacity of 2000 PSF. Footings are to e 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 ris\k of slab je movement. If the owner is willing to accept the risk of slab movement, the slabs can be constructed as "floating" slabs which are free to move in a vertical direction. The slabs should 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 Lige foundation drain will reduce the risk of "wet basement" conditions and the buildup of ding Divison hydrostatic pressures. The foundation drain should lead to a positive gravity outlet or a sump 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. 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, e should be notified. Excavations should be observed by a representative of our office. The cost of , ,,u,,,�j LJeVF,> / construction observations is not included in this investigation and is billed separately per the 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. JCKJjck 3 copies sent, ecopy sent City of Wheat Ridge iiding 3275 QUAIL STREET WHEAT RIDGE, CO 3275 Quail Street - Barnhart d m 4 elf w- . . . . . . . . . ..... WIWE s.ncaoaawTM pi M^ C.y d4rur fthp, Cd.— Mw V49 29. mm"I W heat lljdge Sao KORDZIEL SCALE: 1" = 100' DATE: 11-3-17 REV. DATE: DES. Y: JCK DRAWN BY: JCK ENGINEERING, INC. i SCALE I" = 100' TH-4 TH-3 TH-2 FH -1 I "'ll Cap Df dge 50 0 100 PROPOSED SITE PLAN AND LOCATION OF EXPLORATORY BORINGS PROJECT NO. 2091 FIGURE 1 TH-1 TH-2 TH-3 TH-4 20 7/12 5/12 12112 35 �-40 mj 50/1 40-1 EXPLANATIONS: ®FILL, CLAY, SANDY, SOFT TO MEDIUM a CLAY, SANDY WITH SAND LENSES, SOFT STIFF,MOIST TO VERY MOIST, BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN Q 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 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN Ck"vheatR 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) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. KORDZIEL SCALE: NTS DATE: 11-6-17 LOGS OF EXPLORATORY BORINGS REV. DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 7/12 14/12 j 12/12 9 4/12 5 WC 25A WC 20.0 WC=12.7— WC 16.6 5 DD=96 DD=110 DD=119 DD 98 0 .. 9 9 - 9 9 8/12 6/12 p 3/12 5/12 10 0 WC 313 0 WC=30.3 g_ • WC 29.5 WC=35.61p - DD = 91 - DD = 86 -200 = 67 -200 = 64 Lu w 9 LL = x 2/12 4(12 I., 7112 5/12 w 15P 15 w o o 20 7/12 5/12 12112 35 �-40 mj 50/1 40-1 EXPLANATIONS: ®FILL, CLAY, SANDY, SOFT TO MEDIUM a CLAY, SANDY WITH SAND LENSES, SOFT STIFF,MOIST TO VERY MOIST, BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN Q 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 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN Ck"vheatR 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) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. KORDZIEL SCALE: NTS DATE: 11-6-17 LOGS OF EXPLORATORY BORINGS REV. DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 8 7 6 5 -6 -7 -8 C 1V mural Lry Unll W ClgnL = 7u rl.r Natural Moisture Content= 25.4% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 7 6 5 0 4 3 ?C W O U -5 IR -7 c Natural Vry Unit Weight = 91 1 -UP - Natural UP—Natural Moisture Content = 31.3% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 4 x 7 c -b -7 Natural Dry Unit Weight = 110 PCF Natural Moisture Content= 20.0% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 8 7 6 O 4 c' 3 X W 2 1 0 0 -1 -2 0 U -s 1 Ll, T✓A&AV TT -.5... VV 1 - Natural Moisture Content = 30.3% PROJECT NO. 2091 SWELL — CONSOLIDATION TEST RESULTS FIGURE 6 8 7 6 5 Q 4 C 0. ct 3 X W -6 -7 -8 Natural LJry Unit weight = i iv rur Natural Moisture Content= 12.7% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 7 100.0 011011 80.0 70.0 60.0 cn c 50.0 C V V L 40.0 30.0 20.0 10.0 0.0 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 #30 #16 #8 44 3/8" 3/4" 1-1/2" 3" 0.1 1 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 10 T110 �30 40 100 HOLE / SAMPLE TH-3 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX —t; U1 DRY DENSITY c N/A l { FIGURE 8 8 7 6 5 m -7 Natural Dry Unit Weight = 98 PCF Natural Moisture Content = 16.6% PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 9 KORDZIEL ENGINEERING, INC. Gradation Test Results off r maw— 0 a DESCRIPTION: Clay, sandy GRAVEL 0% SAND 36% FINES 64% MOISTURE 35.6% DATE: 11/6/2017 NAME: 3275 Quail Street PROJECT NO.: 2091 HOLE / SAMPLE TH-4 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) N/A (13U�lQrny u�VlSOn i FIGURE 10 Val JLlli L VI I/U I LI\ I VV I I VI\ I\IVIV 1 II L 111-11 1V1 I SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE DUIVALENT ;iC GRAVEL NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. Cityot 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 pdtftrat Ridg 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAI D #4, tauddin Diviso <3% PASSING #200 9 r' KORDZIEL ENGINEERING, INC. SCALE NTS DATE: 11-6-17 REV.DATE DES. BY: JCK DRAWN RY JrK TYPICAL INTERIOR BASEMENT WALL DRAIN PROJECT NO. 2091 FIGURE 11 BACKFILL MIRAFI 14ON OR EQUIVALENTI�POLYETHYLENE SHEETING GEOTEXTILE FABRIC (TYP.) /( 6"-8" MIN. LEAN WASHED GRAVEL MIRAFI 14ON OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) ,o q D o° o' • • SLAB o o;oAa °Opq o-° 0 0 ° o Q° a ° ° �o o�;Q t} 0�°'OQ° °, oQ0 o�°�7 °0:4, o�Q'00 0`QO 12" IN. 1° :.0 0 Q �Q �t5 INS T ALL DRAIN 0 I ABOVE THIS LINE I I L6"-8" MINIMUM 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 Mom= I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. •-:+tyof 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 H14H A00C Ridge 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 Buildingf?ivison, KORDZIEL SCALE NTS DATE: 11-6-17 :. ,... :� • z,. REV. DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. TYPICAL INTERIOR AND EXTERIOR BASEMENT WALL DRAIN PROJECT NO. 2091 FIGURE 121 StRUCTURAL ENGINEERS ^L. BY DATE SUBJECT yV SHEET NO. \ OF_____ ' r / [�HECKEO____ DATE JOB NO. 12 L4 LIT ei VNI STRUCTURAL ENGINEERS BY I -JH DATE CHECKED DATE SUBJECT SHEET NO. 2' - OF ';3�1 5rT, JOB NO TT le 4 i r in kf-M �!o rr 4 r iiy r %STRUCTURAL ENGINEERS. BY � M DATE CHECKED DATE SUBJECT I cfS?OA,11, �, SHEET NO. OF JOB NO. 6 01 711 t2 i Vill I 11511 t z 11 Cit v c f Vhe�t fogy --1 1 —� ' { ! ` UlTa —n- 5*9 Di i ]t STRUCTURAL ENGINEERS BY DATE I SUBJECT SHEET NO. 4— OF CHECKED- DATE JOB NO. T -41cot-4 (,P i V� cr A4 - — ------------ ±tt T C ly of! Whe t Ri49 el Bdildin STRUCTURAL ENGINEERS BY -'-dtA DATE SUBJECT - WCT� 46P SHEET NO. 5 OF CHECKED DATE Com'JOB NO. T V4 1 1-41 Wl IL Mi -y- Wipe 1 B ildin Pijigej son Di* -T-T- F-t- STRUCTURAL ENGINEERS J BY �fA DATE CHECkEO____ DATE SUBJECT SHEET NO. OF____ JOB NO. ( kje 1 2A 4 Cit Of % STRUCTURAL ENGINEERS \ BY DATE CHECKEO____ DATE SUBJECT SHEET NO. OF____ JOB NO. LL tIF-T -i� "q 11L IKE jc�r, Wh LqAE - m TRUCTURAL ENGINEERS \,]M DATE CHECKED_ DATE SUBJECT SHEET NO. PO OF '5n e9uwL- T JOB NO. 57 +1 ro Mil ---I- T-- ity ea It ivi 'hAwa STRUCTURAL ENGINEERS c, Dy Jr/� — CHECKED FORM U: 4 DATE SUBJECT ??—�l 6zvtat, <rT SHEET NO. f OF JOB NO. I ` `� ` ' ' 1 1, � 1 .-��. , 1 If 1� i,; K —7 Ae ml -4+ S5,77 L Im e rto ge� B'ildin Di v1son If MAE - TRUCTURAL ENGINEERS ' M DATE CHECKED DATE SUBJECT W0�O"P SHEET NO. \0 OF 52-1� 1 � 116r, JOB NO. -7 I cco a, u-7 45t i i i&e_ :p i i I --------------------- bull XBWildin" u"A STRUCTURAL ENGINEERS BY ,m CHECKED DATE DATE SUBJECT — 52f D SHEET NO. I I OF JOB NO. lip � �qaa I, .a ( t I I r�. i i i i l l i -- F,! L A i -T cRv VVIIIat lid�e , lin inciDivis 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: Permit Number: ❑ No one available for inspection: Time +r�/i ?` AM/PM Re -Inspection required: Yes NVQ When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co. uslinspection ,---- Date - * � �-u � -,, Inspector: i°-, DO NOT REMOVE THIS NOTICE