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HomeMy WebLinkAbout5770 W. 41st Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: {A dA, ❑ No one available for inspection: TimeAM/PM Re -Inspection required:LYes' No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co.usrnspection Date: r {' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - s � p �(Aj Job Address:�— Permit Number: ? ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, s edule to httpYAvww.ci.wheatridge.co.usrnspe n D LIns 0 . AM/PM at. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: } JobAddress: Permit Number: �'1QS � b v, I i i i ❑ No one available for inspection: Time �`"i� AM/PM Re -Inspection required: Yes No' 1I When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co.us inspection Date:' Inspector: j§ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: IAI- Job Address: Permit Number: 7-0/2(')? / ❑ No one available for inspection: Time &',-2 : Re -Inspection required: 4Ves _K0 When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.us inspection 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: rr^ �- Job Address: Permit Number: n ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes NO i 44� When corrections have been made, call for re -inspection at 303 -234 - Date: 1 3 1 ° Z � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:Ec- Job Address: Permit Number: Mfg ❑ No one available for inspection: Tim Re -Inspection required: Yes When corrections have been made, http✓/www.ci. wheatridge. co.usrnspi D, InspT( A/PM i online at: j E 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: �4 1 44U Permit Number: __.,� j a No one available for inspection: Time Re -Inspection required: es I No M CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: lzs I Job Address: ;7 70 low, Permit Number: _0 /9 0 ❑ No one available for inspection: Time �d,'i�C eJ�i�VI M y Re -Inspection required: oesNo When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge, co, uslinspection Date: S /� :� ��a Inspector: DO NOT REMOVE THIS NOTICE Wh6,atp,j,d City of ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 5-7 �1 W q I S+ g.v2 tJ h Q,4,j 2 t d l e CO 0()21Z General Contractor: S�cy e. M A -r Company Name: AML EIetA-ri` LL(- Contact Phone#: '12-0 — 300 0 Wheat Ridge Contractor License #: 20 L 10 It (required field) State License #: GC o k 01 Z (o I Master License #: M iG 3 0 00 3 q `l rJ tCntat NArt►A Printed Name of Authorized Agent <T - 1!J - Za Sfinature of Authorized Agent Date 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: "1 - `J Permit Number: i ❑ No one available for inspection: Time �3 1 U AM/PM Re -Inspection required: Yes N-0 When corrections have been made, call for re -inspection at 303-234-5933 Date: 14-2,"_ Inspector: �?1 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: ! ' v �' Job Address: vo Permit Number: v \ c1 v 'v_l. V.J L(1 i, o(_ J ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: c 0 - ? - P Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE ��Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Offibe (303)-.23 7-8`909 Fax INSPECTION NOTICE Inspection Type: Job Address: � \ S\, - Permit Number: J I I Ll No one available for inspection: Time f AM/PM Re -inspection required: -Yes No When corrections have been made, call for re -inspection at 303-234-5933 - 11 lnspector�' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: w -014 14 g'1v �_ Permit Number: )C� U L ,? 4r 1 ❑ No one available for inspection: Time 1 ", AM/PM Re -Inspection required: Yes NQ When corrections have been made, schedule for re -inspection online at. http://www. ci. wheatridge. co. uslinspection Date: o ? : 202 v Inspector:11 DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �-o <, � re r ( Job Address: S__nO C Permit Number: 0 0 � Ll No one available for inspection: Time AM/PM Re -inspection required: ,Yes/),.No When corrections have been made, schedule for re -inspection online at: httpLllwww.ci.wheatridge.co.uslinspection Date.' I - 23 - 20 U Inspector: -I' DO NOT REMOVE THIS NOTICE N > � O N QI d ee Z d c o ds 0 12 o z � � O 0 � � U 4J E � N 1.1 •ri CIO y oo pa O > cVv Oluwu a ^v c Z o N W ro aJ a to 0 v r ° b z .� c O .�wa 44 w m v y d C. v_ U ,N .0 0 q r Cd a. o o > 14 ' CIO Q d W H b M CAa 44 v° H 0 O (� 0 N 5 � fl r/2 cloo �OZ 1� 3 4.11 al N oa oE� CzUQ3 a r ' w �ro� C U�'� 0 'C Ate' U_ y04 u atQi P. Q 0 8 W N 0 [T °3 00,E w A U ri44 -1 0 A y I N>a %+O C v 0 W o Z 3oa �oNx 04 (d44 u d O�4 C40 v1��4 O A U o w a� Fav�oZ z �b Id O� o �A��►� a4 y A, i0 q iU C)z ;3�A�O w z .) 14 row o�OQd, d oaAe; - U ro N h Y v .Q b F" ,� �� � m o V N 44 A U., s e �aaW 4Jb g cj � zzaUE-' W Ej9)0 s L C 3o0ae o b � 04 �''� � ry i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line __]�P�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:' 41-1 f Permit Number: J No one available for inspection: Time ( U)U.PM Re -Inspection required: Yes_F.Noa_ —) When corrections have been made, calfll I re-ins..to 300=234-5933 Date: c�....lrlspector: DO NOT REMVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time _ `/ AM/PM r Re -Inspection required: Yes No) When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: _� DO NOT REMOVE THIS NOTICE a WILSON BROTHERS ROOFING 51--1 w LN -4 A+/e,- Wilson Brothers, Inc. 355 F- SSth Avenue www. wilsonbrothersroofng.corn Domer. Color,ido 80216 (303) 294-9535 12-30-19 To whom it may concern, Wilson brothers roofing installed .060 mule hide EPM on 5770 West 41" Ave starting on 4/12/19 with a finish date of 6/30/19, All applications were completed as per manufactures specifications. Material was installed over '/2 inch mechanical fastened secure rock as to bring to class A roof installation, Trim metal was installed to meet required codes, Thanks, Richard Bartholomew L E A RoognvG CONTIPU " R November 30, 2015 Dear Wilson Brothers, Inc., The 1906 Legacy Roofing Contractor Program recognizes an exclusive group of roofing professionals who have demonstrated a commitment to business growth through unrivaled customer service, exceptional installation quality and professional business practices. On behalf of Mule -Hide Products, I would like to recognize Wilson Brothers, Inc., for achieving the distinction of a 1906 Legacy Roofing Contractor for 2016. Mule -Hide is pleased to partner with Wilson Brothers, Inc., to provide building owners with custom commercial roofing systems and warranty options. Inclusion in this invitation -only program acknowledges your reputation and commitment to exceptional craftsmanship. Congratulations! I appreciate your hard work and wish you continued success installing superior roofing solutions in 2016 and beyond. Sincerely, 54A� Jonathan Shepard President, Mule -Hide Products Mule -Hide Products Co., Inc. National Support Center 11195 Prince Hall Drive, Beloit, WI 53511-5481 I tel. 608.365.3111 1 fax. 608.365.7852 From: Randy Slusser rsiusser@ci.wheatridge.co.us B Subject: RE: Roofing inspection requirements Date: November 1, 2018 at 3:01 PM To: Brian Stamm brian@merkwoodhomes.com Cc: Troy Dicker tdicker@ci.wheatridge.co.us Brian, Troy is out of the office until week after next, so I am responding to your email. If you are changing the design and pitch of the roof, you must use a roofing material that is designed for low slopes. Make sure that your roofer is certified by the manufacturer, if required by them, to install the roofing materials. As to the manufacturer inspecting the roof, we realize that they do not perform this type of service typically for residential. If the manufacturer cannot provide you with a warranty letter, we would require the roofer to provide us a letter that he has installed the product according to the manufacture's specifications. Hope this clarifies things, Randy Slusser, CBO Chief Building Official 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatridge.co.us q City of Wheat f-kcil f c�,��rta.i+�fTY �7r-ti�rt.c�s�,�t�NT 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. From: Brian Stamm <brian@merkwoodhomes.com> Sent: Thursday, November 1, 2018 2:23 PM To: Randy Slusser <rslusser@ci.wheatridge.co.us>; Troy Dicker <tdicker@ci.wheatridge.co.us> Cc: Brian Stamm <brian@merkwoodhomes.com> Subject: Roofing inspection requirements Hello Randy & Troy, hope all is well. We have a building permit for 5770 W 41st Avenue in which you have completed a few inspections on. Since we last met our owner has made some revisions to the plans (I am sending these revised plans through the city for acceptance) and I want to make sure I understand what the city will require regarding roof inspections based on comments from my roofer. One of the changes is that our roof pitch has been lowered from a 3/12 to a 1/ 12 in some locations. In talking to my roofer he stated that there might be some specific inspections and/or products that the City of Wheat Ridge requires us to perform at this lower pitch. One item was a requirement of having an actual manufacturer rep come out and insect the product installation. Can you please let me know what requirements you guys will have as we build this house? I am not positive on the product we are going to use yet based on this request, as many of the manufacturers I am told can not do this type of inspection so I want to be sure I know what you will require so we can find a product that works with all requirements. Please reply let me know thoughts on this situation. Thanks for your time. Brian Stamm Director Operations Merkwood Homes 6990 W 38th Avenue, Suite 300 Wheat Ridge, CO 80033 C 720-339-5563 brian@merkwoodhomes.com 3 ry- vA a .� 0 +r v v►c W a M "a p �� a a m E cC X ;m °1 of W V1 v in a V v CSl a -- o >+ O V v Q '° Q W [[ 00 C f a o O V1 V ' aJ . N p 0 O v 'A— > =VSfjV)0 � 0 0 a •° � �• a Q, °00 a a Cv w 5, o 20 C.t. Q M U C U v V i+ p E O CO w c w 0 � i a v M C O m� rn y 0 rs= rn O N •i Q1 0 ar M 0 M q M o °J o S O r i — u Z� a Z Ln '.`d w 01 x0 U') Sm O� Ox vi °' f" U a V w e cc 4' ro Ln o o of wC400 tAV V ar-, V) to 0� 00 e - R � 7 C C Q a a vA o` U- W a M a .i+ m E cC — of W V1 v in a V v CSl E(p Qi U1 O 2 v Q '° Q W [[ i. C f a o O V1 V ' aJ . N p 0 O v .. 1 > =VSfjV)0 I�— a a I � . . . . . . . . . . 3 3 n s o c� vE c 2"E W= d CS W N o` U- cC W [[ W � W LL � Q M O ..; a, ar O O M U v 'y O, lJ v v m w Z rn L 2 d " o a x to lu b Z y O `� L 06 0 N _ V ry D1 G 1 cc O j at ro M10 �n/1 y L ro j _ r4 M y > V V Q N W n ct > K E h c w^ v E c o c v c o 5 o o v c a = ~T O n2 N ~ v E O -Q vii vii N = .0 O Q "D U L 0 O u. m c y F— C 2 O O '0 z V O O v vi 2O N '6 ate+ Q) N= lu U T O m Y v >O N cZ u d O n` I � . . . . . . . . . . 3 3 n s o c� vE c 2"E W= d CS W N IECC 2012 Performance Compliance Property 5770 W 41 st Ave Wheat Ridge, CO 80212 Model: 5770 W 41 st Ave Community: Wheat Ridge Merkwood Homes - 5770 W 41 st Av( 5770 W 41 st Ave Merkwood Homes Organization Inspection Status EnergyLogic 2019-12-17 970 556 6068 Rater ID (RTIN): 9132841 Paul Gelatt RESNET Registered Duct Testing (Confirmed) Builder Lighting Equipment Efficiency Merkwood Homes R403.5.1 Design Heating Cooling Water Heating SubTotal - Used to determine compliance Lights & Appliances Onsite generation Total Annual Energy Cost IECC 2012 Performance $822 $181 $172 $1,175 $852 $0 $2,026 Requirements 0 405.3 Performance-based compliance passes by 9A% a 402.4 12 Air Leakage Testing EnergyLogic theenergylogic.com As Designed $725 $167 $172 $1,064 $832 $0 $1,896 Air sealing is 2 95 ACH at 50 Pa It must not exceed 3 00 ACH at 50 Pa. Design exceeds requirements for IECC 2012 Performance compliance by 9.4%. As a 3rd party extension of the code jurisdiction utilizing these reports. I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5. If rating is Protected. I certify that the building design described herein is consistent with the building plans specifications, and other calculations submitted with the permit application. If rating is Confirmed. I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party Name: Paul Gelatt Organization: EnergyLogic Signature: PG{A4.t AZIq;0" Digitally signed: 12/17/19 at 9:11 PM Ekotrope RATER - Version 3.0.0.2317 IECC 2412 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report 402.5 Area -weighted average fenestration SHGC ®4025 Area -weighted average fenestration U -Factor ® 403.2.2 Duct Testing R404 1 Lighting Equipment Efficiency R403.5.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. ® R405 2 Duct Insulation EnergyLogic theenergylogic.com As Designed $725 $167 $172 $1,064 $832 $0 $1,896 Air sealing is 2 95 ACH at 50 Pa It must not exceed 3 00 ACH at 50 Pa. Design exceeds requirements for IECC 2012 Performance compliance by 9.4%. As a 3rd party extension of the code jurisdiction utilizing these reports. I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5. If rating is Protected. I certify that the building design described herein is consistent with the building plans specifications, and other calculations submitted with the permit application. If rating is Confirmed. I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party Name: Paul Gelatt Organization: EnergyLogic Signature: PG{A4.t AZIq;0" Digitally signed: 12/17/19 at 9:11 PM Ekotrope RATER - Version 3.0.0.2317 IECC 2412 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report (II N .E m N O � � G G C O O LD W y C �^ _LLJ U W co $ E 2 W W uJ (U CV c") L CD /0 r_: • V V tia � f] C O co �w O CV y v CT CL N Inaci N (0 C ` o ° c O Z O jo (Dc��n U cco 0 � u1 r. T LL L KL = a, C 21 C C C n N v U) L Q !n _o Y E _ U = a Do`O �,mLnU O i Qi U +�+ c cn w LL N c0 c L O �N4°? •� E 0 Q u m C o x _ x Z7 O Mcn = O �? CJ v o $ o a vD� U O (D y 4 O Cr Ln m E_ @ CO 'f c a- CO �oaw 0 O N oU a C 1j 12 a) a U CJ m v ami 2 w M M O 'Y ca u m° w c_ ? 0 0 o v c�mo C O ,n tII C O O Osco E N 3m 7 m ? O 1L N �+ f4 C c v o- 2 22m N Z V 4J C '0 V :!: N CLO C O 'cV n m y > C tL n°gym nE ��c= O O m LL. mv� Q U D (II N .E m N IECC 2012 Label 5770 W 41st Ave Model: 5770 W 41 st Ave Ekotrope RATER - Version: 3.0.0.2317 HER& -F> Index Score: 53 Building Envelope Specs Ceiling: R-50 Above Grade Walls: R-23 Foundation Walls: R-13 Exposed Floor: R-30 Slab: R-0 Infiltration: 2144 CFM50 (2.95 ACH50) Duct Insulation: R-0 Duct Lkg to Outdoors: 72 CFM @ 25Pa (2.97 100 s.f. ) Window & Door Specs U -Value: 0.28. SHGC: 0.33 Door: R-5 Mechanical Equipment Specs Heating: Furnace • Natural Gas • 97.4 AFUE Cooling: Air Conditioner • Electric • 13 SEER Hot Water: Water Heater • Natural Gas • 0.96 Energy Factor Builder or Design Professional Signature: Air Leakage Report Property 5770 W 41 st Ave Wheat Ridge, CO 80212 Model: 5770 W 41st Ave Community: Wheat Ridge Merkwood Homes - 5770 W 41 st AvE 5770 W 41 st Ave Merkwood Homes Organization Inspection Status EnergyLogic 2019-12-17 970 556 6068 Rater ID (RTIN): 9132841 Paul Gelatt RESNET Registered (Confirmed) Builder Merkwood Homes General Information Conditioned Floor Area [sq. ft.] 4,133 Infiltration Volume [cu. ft.] 43,605 Number of Bedrooms 4 Air Leakage pnergyLogic theenergylogic.com Measured Infiltration 2144 CFM50 (2.95 ACH50) ACH50 (Calculated) 2.95 ELA [sq. in.] (Calculated) 117.92 ELA per 100 s.f. Shell Area (Calculated) 1.144 CFM50 (Calculated) 12,144 CFM50 / s.f. Shell Area (Calculated) 10.208 Duct Leakage Mechanical Ventilation Rate [CFM] System 1 System 2 Leakage to Outdoors 72 CFM @ 25Pa (2.97 / 100 s.f.) 32 CFM @ 25Pa (1.87 / 100 s.f.) Total Leakage Test Type Post -Construction Post -Construction Total Leakage [CFM @ 25 Pa] 144.0 64.0 Total Leakage [CFM25 / 100 s.f.] 5.9 3.7 Total Leakage [CFM25 / CFA] 0.059 0.037 Mechanical Ventilation Rate [CFM] 86.0 Hours per day 24.0 Fan Watts 15.0 Recovery Efficiency % 0.0 Runs at least once every 3 hrs? true Average Rate [CFM] 86.0 2010 ASHRAE 62.2 Req. Cont. Ventilation 78.8 2013 ASHRAE 62.2 Req. Cont. Ventilation 71.3 Ekotrope RATER - Version 3.0.0.2317 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report RESNET HOME ENERGY RATING Standard DisclosureOnergyLogic f hE@rtergylogK.COm For home(s) located at: 5770 W 41 st Ave, Wheat Ridge, CO Check the applicable disclosure(s) in accordance with the instructions on the reverse of this page. §61. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. []2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: L]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 D. Training for sales or construction personnel E. Other(specify) []3. The Rater or the Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home WIC. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home []4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products HVAC systems Installed in this home by Rater Employer OR is in the business of Rater DEmployer Thermal insulation systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater DEmployer Rater DEmployer Energy efficient appliances Rater Employer DRater Employer Construction (builder, developer, construction contractor, etc) Rater Employer Rater Employer Other (specify): Rater Employer Rater DEmployer �65. 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). Rater Certification #: 9132841 Name: Paul Gelatt Organization: EnergyLogic Signature: pa44Z 4Gl4� Digitally signed: 12/17/19 at 9:11 PM 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 NationalHome 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 inChapter 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. RESNET Form 03001-2 - Amended April 24, 2007 2005 EPAct Energy Efficient Home Tax Credit (13-001) Property Organization Inspection Status 5770 W 41stAve EnergyLogic 2019-12-17 Wheat Ridge, CO 80212 970 556 6068 Rater ID (RTIN): 9132841 Model: 5770 W 41st Ave Paul Gelatt RESNET Registered Community: Wheat Ridge (Confirmed) Builder Merkwood Homes - 5770 W 41 st Av( Merkwood Homes 5770 W 41 st Ave Merkwood Homes RESNET Confirmed Rating Normalized Modified End -Use Loads (MBtu / year) Category 2006 IECC 50% As Designed Target Heating 46.2 42.3 Cooling 6.2 7.2 Total 52.4 49.5 Ceiling U: 0.020 Wall U: 0.054 Framed Floor U: 0.024 Slab R: 0.0 Window U: 0.280 Building Features QnergyLogic theenergy"ic.com Envelope Loads (MBtu 1 year) Category 2006 IECC As Designed 90% Target Heating 83.1 61.7 Cooling 11.2 10.8 Total 94.3 72.5 Window Combined SHGC: 0.2 Heating System: AFUE = 97.4 % Cooling System: SEER = 13 Duct Leakage to Outside: 72 CFM @ 25Pa (2.97 / 100 s.f.) This home meets the requirements for the residential energy efficiency tax credit under section 1332, Credit for Construction of New Energy Efficient Homes, of the Energy Policy Act of 2005. This tax credit has been extended through the year 2017. The undersigned certifier verifies that: (1) The dwelling unit has a projected level of annual heating and cooling energy consumption that is at least 50 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; (2) Building envelope component improvements alone account for a level of annual heating and cooling energy consumption that is at least 10 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; and (3) Heating and cooling energy consumption have been calculated in the manner prescribed in section 2.03 of this notice. (4) Field inspections of the dwelling unit (or of other dwelling units under the ENERGY STAR® for Homes Sampling Protocol Guidelines) performed by the eligible certifier during and after the completion of construction have confirmed that all features of the home affecting such heating and cooling energy consumption comply with the design specifications provided to the eligible certifier. "Under penalties of perjury, I declare that I have examined this certification, including accompanying documents, and to the best of my knowledge and belief, the facts presented in support of this certification are true, correct, and complete." Name: Paul Gelatt Organization: EnergyLogic Signature: r Gwz A&—bL Digitally signed: 12/17/19 at 9:11 PM Ekotrope RATER - Version 3.0.0.2317 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report 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 pemvt. I further t st Shat I am legally authorized to include all entities named within this document as parties to the work to be performed and t work tp be,p formed is disclosed in this document and/or its' accompanying approved plans and specifications. �..._ t Z Z J 2 c.; Signaure of OWNER orONTRAC (Circle one) Date 1. This permit was issued base -d on Ihe——1fff0r`mation 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordmanc,' or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildin Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Electric PERMIT - 201902659 PERMIT NO: 201902659 ISSUED: 12/20/2019 JOB ADDRESS: 5770 W 41st Ave EXPIRES: 12/19/2020 JOB DESCRIPTION: Front gate access at driveway *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC SUB (720)638-8349 JUSTIN JONES 180110 ECI ELECTRICIAN SRVCS COMPANY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Use Tax 52.50 Permit Fee 93.35 ** TOTAL ** 145.85 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pemvt. I further t st Shat I am legally authorized to include all entities named within this document as parties to the work to be performed and t work tp be,p formed is disclosed in this document and/or its' accompanying approved plans and specifications. �..._ t Z Z J 2 c.; Signaure of OWNER orONTRAC (Circle one) Date 1. This permit was issued base -d on Ihe——1fff0r`mation 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordmanc,' or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildin Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jpdge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCcDci.wheatridge.co.us FOR OFFICE USE ONLY Date: I l (�Dllq Plan/Permit # ao L, 0 r 1/ n C Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5770 W 41st Avenue Wheat Ridge, CO 80033 Property Owner (please print): 5770 W 41st, LLC Phone: 303-888-3314 Property Owner Email: officemanager@merkwoodhomes.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 6990 W 41st Avenue City, State, Zip: Wheat Ridge, CO 80033 Architect/Engineer E-mail: Contractor Name: Merkwood Construction, LLC City of Wheat Ridge License #: 160136 Contractor E-mail Address: officemanager@merkwoodhomes.com For Plan Review Questions & Comments (please print): Phone: Phone: 303-888-3314 CONTACT NAME (please print): Brian Stamm Phone: 720-339-5563 CONTACT EMAIL(please print): brian@merkwoodhomes.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: ECI Electrician Services Company LLC Plumbing: Mechanical: W. R. City License # 180110 W.R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL 0 RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Need a permit for the electrical work for a front gate across the driveway. This is per direction of the Electrical inspector. Sq. FULF Amps Squares BTUs Gallons 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) $ $2,500.00 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) {CONT CT R) (AUTHORIZED REPRESENTATIVE of (OWNER CONTRACTOR) Signature (first and last name): DATE: 12/19/2019 Printed Name: Brian Stamm ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wh6atlid COMMUNITY DEVELOPMENT �qg SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 5770 W 41st Avenue Permit #: General Contractor: MerkWood Construction, LLC Electrical Sub -Contractor ECI Electrician Services Company LLC Company Name: Phone #: 303-469-5615 State License #: EC.0101150 Master #: ME -0600781 dL eat Ridge License #: 180110 T.- a:i .ad fe C:") Signature of Authorize Agent Date Plumbing Sub -Contractor Company Name• _ Phone #• State License #: Master #: Wheat Ridge License #: (required Meld) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE �.- Inspection Type: �� � vl--AL_ Job Address: - U1 D L41 Permit Number:.. ( �' ❑ No one available for inspection: Ti Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.0arl nspect" n Date:- � Inspec J` DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:Tesc.- Permit Number: ,L,w: , CA LlNo one available for inspection: Time ,? `� AM/PM r, Re -Inspection required: Yes 0-0 1-11 When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usrinspection Date: Inspector: - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ( 51— Permit 1 `Permit Number:�- 4 C>j c 0 t> . ❑ No one available for inspection: Tim % ASA/PM Re -Inspection require No When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge. co. uarinspect(o Date: ckInspecto� DO NOT REM& E THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 201902381 201902381 ISSUED: 12/17/2019 5770 W 41st Ave EXPIRES: 12/16/2020 Construct detached garage with electrical - 500 sq ft total *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC GC (303)888-3314 STEVE MERKER SUB (720)638-8349 JUSTIN JONES 160136 MERKWOOD CONSTRUCTION, LLC 180110 ECI ELECTRICIAN SRVCS COMPANY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 462.00 Permit Fee 394.50 Engin. Review Fee 150.00 ** TOTAL ** 1,262.93 *** COMMENTS *** *** CONDITIONS *** 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. *Approval is for garage only* ® City of Wheat Ridge Residential Detached Garage PERMIT - 201902381 PERMIT NO: 201902381 ISSUED: 12/17/2019 JOB ADDRESS: 5770 W 41st Ave EXPIRES: 12/16/2020 JOB DESCRIPTION: Construct detached garage with electrical - 500 sq ft total 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 hiermit and perform the work described and approved in conjunction with this permit. I further that I am leggally authorized to inclu�ISILntities named within this document as parties to the work to be performed and t -to-b ertomesdisclosed in thent 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. I. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off ccial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granti g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apptsaale code or anlgrdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 15 . // Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. F City of / Wheatide COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: rA Plan/Permit # qOd 3 Plan Review Fee: t C� Ll Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address, 5770 W 41 st Ave Property Owner (please print): 5770 w 41 st ave, Ilc Phone: 03-888-3314 H,t.-•�mnr��,,, �'S C�fi {��.�-��r ..gym Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 6990 w 38th ave Suite 300 City, State, Zip: Wheat Ridge, CO 80033 Architect/Engineer' Fg Productions David Mitchell (engineer) Architect/Engineer E-mail: akg@f9productions.com Phone: 507-358-3124 Contractor Name: City of Wheat Ridge License #: '0136 Contractor E-mail Address: brian@merkwoodhomes.com For Plan Review Questions & Comments (please print): Phone: 720-339-5563 CONTACT NAME (please print): Brian Stamm Phone: 720-339-5563 CONTACT EMAIL(p/ease print): brian@merkwoodhomes.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [—]COMMERCIAL © RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. new detached garage, see plans Sq. FULF 500 BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/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): DATE: 11-9-19 Printed Name: Steven Merker DEPARTMENT USE ONLY ZONING COMMMENTS: G-,�zes -it ��� �„�,�cs OCCUPANCY CLASSIFICATION: Ar�WtOt w�XV� ta-�0��'�G"S t CONSTRUCTION TYPE:y b Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: V, %, � PUBLIC WORKS COMMENTS: /) i71k' £�i'i FtZF 09411,1 C;•VWIJ`!-P L S Ar -7 P-00- L11JaC,> S1Z'jr-- /!2tA 1 "P Reviewer:J/`w 2) GD-ONf -r 61, VAZT G 1),2B IIIm� 1cl 0, K-, AL014G rPv,6 7F, o1PF&T Building Division Valuation \ as , O L) I /2i City of SINGLEI'AMIL-YIDZIPLEX /7 Wheat LICA7'IO1V REVIEW Date: /'�-7 1/, 20[l Location: $'770lel 41�Qyr= ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Planrequired: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: — Yes No b. curb & gutter: Yes -4/ No Completed c. sidewalk: Yes --t/—No Completed 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 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. 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. Signature Mark Van Nattan Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6.4' Stipulations:1P1lzr7 F� 7. -k,-/L- A Grading Certification Letter from the Engineer -of -Record accompanied b Certificate (ILC) shall be required prior to the issuance of the Certificate ® OcccuImprovement a� y Occupancy. Location 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 tL: i City of W heat Idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED:.11 A,ICV, ,2i2/9 ADDRESS: 5770 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 City of e at RLd ge PUB11C WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: !9 zjo ✓ 20/q Location of Construction: X 77 0 A/, ¢/ -?, -A Purpose of Construction: SEW DerAa Single Family _/ Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: o Review of existing or minimal technical documents: ............ ........... $200.00 v 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 6 O & M Manual Review & SMA Recording Fee ................................ $100.00 $-..t Do 00 1 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: a Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................... ............... $300.00 4'h submittal (full initial review fee) :................................................. $600.00 All subsequent submittals: ................................................................. $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance) 5 5 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. �' " ci s% 1""'v i; iUgr-.vo 0 Rev 12/12 � A RECEIVED Cit} of DEC i I Zois Wh6atpjCOMMUNITY DEVELOPMENT 1114�C19C_ SUS -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 5770 W 41st Avenue Permit #: General Contractor: Markwood Construction, LLC I Electrical Sub -Contractor EC! Electrician Services Company LLC Company Name: Phone #: 303-469--5615 State License #: EC.0101150 eat Midge License #: 180110 Signature of Authorize Agent Plumbing Sub -Contractor Company Name: State License #: Master #: IOE.0600781 Date Phone #• Master #: Wheat Ridge License #:re�_,w geld) Signature of Authorized Agent Mechanical Contractor Date Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent ,rcqu _-,ed ne7dl} Date Revkwed Tor Iening Compliance by'.he •, City of Wheat Ridge Planning Division i pr APPROVED ��' DATE: COMMENTS: ",as w/ s 6.t & dS t� SCK �'st,NS I F — I NOV1813S UV38 Nlw „0-,91. I � I A� k � I i I { I 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT N 0° 09' 13" E ? ,, Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2017 NEC. Colorado Plumbing Code ON SITE PLANS R 1NSPCCTtON N�'t)ST Bt: ON SIT": FO Sgt to Ficld tn%199!I 93' TO tr- 0 W . C) ..�i Ir I� W :IID _ m" LJ 00O ca T- 0 0 L0 ACHED GARAGE SITE PLAN 703 3RD AVENUE CUTE 101 LONGMONT. CO 80W1 I PH 303.775.74061 F 303.658.98461 EMAIL MAILG F9PRODUCTIONS,COM CL o N = O N = O �i Wca '- Cr °- 8 z Q Cl) oCc (j W an IM U AIBA ACHED GARAGE SITE PLAN 703 3RD AVENUE CUTE 101 LONGMONT. CO 80W1 I PH 303.775.74061 F 303.658.98461 EMAIL MAILG F9PRODUCTIONS,COM Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division �9r APPROVED BY: 75Z - DATE: 1 x / (2 /0 COMMENTS: (,0 ►264 AlQ'Qof-,V tNz'TK cQ �� i atm S ,k A49cw,.t -o "CA- gPla� e attic., •A F - - NOV913S t V3H 'NlW �.. i10 1 91 T co Q APPROVED Reviewed for Code Compliance 93'- 8 11 /16" TO CORNER 'arenyor ... __ ... _ .r Pp'—Wplons spruficot' - , dcomputubomshcllnot-�e -ernut „n uppr 101, ony—jtato^:, gn or the prov,sions of the oui"ng code or of ony City ordinances Permits presuming to give authority to dolote ar cancel the provision of the Budd!".,, codes or other ordinances of the Gty ,hall not he valid. N 0" 09' 13" E 221.06' 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 0 l' ` 13'_0° 6ri yet _ 5" . K z M rr1 cr) M Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2017 NEC, Colorado Plumbing Code Le RK:P.L. GARAGE CD Er • i w i r E r EE E .. r ,� .,rn► i EE s. IA r.0 A18.1 DETACHED GARAGE SITE PLAN 703 3RD AVENUE SUITE 101 LONGM NIT, CO 805011 PH 343.775.741]6 ( F 303.658,8846 ( EMAIL MAI L(0)F9PRUDUCTI(1NS,CQM . W coo 0 U W U � Q W T - LJ d00 U7 �. L It O o �r ® �. 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A+ 1AILR)F9PRODUCTIONS.COM 3 A201 DETACHED GARAGE ROOF PLAN 11x17 1l4" = 1'-0" 0 U t!� Lu .•� iz Q � W W_ . W 0 co U)U) W S 0 I` - Ln AAAA z � 00 v Q ■ J 0 � ca ul ul EXISTING HOUSE", — Y-- N = b W W rr W r � � ~ m CL QZQ C� Z D W . D 1L co CW U 24 0„ . 0,, 20' - o° •� r r , •' r 'A21,1 , , , A20.7 4 zo _ 2 20,1 r DASHED LINES INDICATE r EDGE OF FRAMING WALL r BELOW -16 24'- s„ 3 A201 DETACHED GARAGE ROOF PLAN 11x17 1l4" = 1'-0" 0 U t!� Lu .•� iz Q � W W_ . W 0 co U)U) W S 0 I` - Ln 4 192 oe DETACHED ROOF PLAN 703 3RD AVENUE SUITE 101 LONGMONT, 00 305011 PH 303,775,74061 F 303,653,98461 EMAIL MAIL(!)FgPR©DUCTIONS,COM �I Q z � 00 r 7 Q ■ J 0 � ca ul ul — Y-- N = b W W rr W r � � ~ m CL QZQ C� Z D W co D 1L co CW U 4 192 oe DETACHED ROOF PLAN 703 3RD AVENUE SUITE 101 LONGMONT, 00 305011 PH 303,775,74061 F 303,653,98461 EMAIL MAIL(!)FgPR©DUCTIONS,COM DETACHED GARR� 110'-0" MAIN T.O. 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CO 305011 PH 303,775 74061 F 303.658 98461 EMAIL MAI La':, F9PRODL ICTIONS COM o, d' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: j.' " rr e C Job Address: -5 - "Io W Permit Number: :,1 j C) ❑ No one available for inspection: Time(i i 7 AM/PM Re -Inspection required: +Yeo No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. uslinspection Dater �' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Ld Permit Number: ( ❑ No one available for inspection: Tim M/ M Re -Inspection required: Yes.. -'No � i When corrections have been made, s -u iedule for re -inspection online at: httpJ/www.ci. wheatridge.co. uslinspect�i pn Date: L q Insp cto i DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: R C Job Address: Permit Number:, ❑ No one available for inspection: Timms-'` t. M/ M Re -Inspection required: Yes/' No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspe ► Date: -% Inspecta DO NOT RE�VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�-- Job Address: Permit Number: �tJ (fit tt�-P ❑ No one available for inspection: Time AM/PM f d7(, Re -Inspection required: Yes No' When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.usfinspection Date: ` 12 r e!. Inspector: � if DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �`� F`s Job Address: Permit Number: C: 2 4 Irc- t f .� c �•t 4 �._ 1 ❑ No one available for inspection: Time \ �' 4 a AM/PM Re -Inspection required: Yes N.ro When corrections have been made, schedule for re -inspection online at. h ttp://www. ci. wheatridge. co. ueinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: & Vy VA M t \Y�Avjch Job Address: -A 5� kv L Permit Number: C,.1 t,'. V� j ❑ No one available for inspection: Timet. `+ AM/PM Re -Inspection required: Yes W When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: 1 ��� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201801296 PERMIT NO: 201801296 ISSUED: 08/03/2018 JOB ADDRESS: 5770 W 41st Ave EXPIRES: 12/19/2019 JOB DESCRIPTION: New single family detached home - 4 bedroom, 5 bathroom with finished basement and 3 car garage; stucco, stone and siding exterior - 2,879 sq ft **REVISION: Elevation modification to front, moved bathrooms & laundry room on 2nd floor, electrical revisions; Added valuation: $10,000.00 *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC GC (303)888-3314 Steve Merker SUB (303)761-9276 Christopher Reister SUB (303)237-1622 Alliance SUB (720)638-8349 Justin Jones 160136 Merkwood Construction, LLC 170100 Steel T Heating, Inc. 110051 ALLIANCE PLUMBING INC. 180110 ECI Electricians Srvs Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 420,000.00 FEES Total Valuation 0.00 Plan Review Fee 2,035.51 Use Tax 8,820.00 Permit Fee 3,196.05 Engin. Review Fee 150.00 Extend Expired Permi 1,598.02 Sidewalk Comm Develo 4,175.20 Plan Review Add'1 120.00 ** TOTAL ** 20,094.78 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. **DRIVEWAY MUST BE 24&#39; WIDE OR LESS AT STREET CONNECTION** NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (home office/waiting area above garage). Prior to issuance of a CO, 1 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. Home-based businesses require a Home Occupation License, apply with Tax Division. 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 t„h�i�s� enmt. I fi est that I am legally authorized to include all entities named within this document as parties to the work to be �t='T' f an th�al wo o b� performed ►s disclosed in this document and/or�ts' accompanying approved plans and specifications. Signature of OWNER CONTRAC (Circle one) Date 1. This permit was issue base on formation provided in the permit application and accompanying Flans and specifications and is subject to the compliance i t ose documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the. Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinar�or regulation Of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat tidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(&ci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: Permit # 201801296 Phone # 720.520.3670 Merkwood Construction LLC Property Address: 5770 W. 41st Ave. Wheat Ridge, CO. Email Address: mike@merkwoodhomes.com Reason for extension request: Construction delays Number of days requested: Printed Name: Mike Wolf tK 12,<D , Signature: Date: 8/19/2019 ire �1,�8D�1, For office use only / " I This request has been:Approved 11Denied Extended until:! Z/f Approved by: (<�Date: / Z (' , Ll www.ci.wheatridge.co.us v". 'Z_ 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: :1_0 S v\ C�,. � , Job Address: -ice o Permit Number: o 1 ❑ No one available for inspection: Time J �, `�� AM/PM Re -inspection required: Yes G When corrections have been made, call for re -inspection at 303-234-5933 Date: x S. C- 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: �2_ Job Address: S___1710 __1-1yy11�-- Permit Number: -7-0 � �9 c 1 q-- Cl L-0 '_ ❑ No one available for inspection: Time 1 -�� >3 AM/PM Re -Inspection required: Yes /i�6 When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 Inspector: �` , DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _]��Building Inspection Division (303) 234-5933 Inspection line (303) 235,-2855 Office • (3237-8929 Fax vi— Z laze Da,.,,,,.,..! INSPECTION NOTICE Inspection Type: Job Address: (x.) isi. e Permit Number: P ❑ No one available for inspection: Tim MfPM Re -Inspection required: Yes ( When corrections have been made, c Ior re -ins at 303-234-5933 Dat Inspect t DO NOT REM E THIS NOTICE 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: ) C, Permit Number: c, IL, Ll No one available for inspection: Time r;C,- AM/PM Re-Inspb6tion required: Yes �,01 When corrections have been made, call for re -inspection at 303-234-5933 Date:--) - 0 � - I `' 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 Inspection Type: Job Address: Permit Number: 7 J ❑ No one available for inspection: Time f _ AM/PM Re -Inspection required: ;Yep No When corrections have been made, call for re -inspection at 303-234-5933 Date: r 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: \ w` " S 11 Job Address: 5--)-10 _10 k, `I\ -- n ✓ v Permit Number: r -)i U \ '2._ C-1 \j - •� e -o ..1 C. �. ✓i. V, c j i[. _. , -W � � � "a. -a �`Y'\ � "moi ;�?.. � �... �• dr. :`l P§• F ( c>✓��"fin G t " ❑ No one available for inspection: T#pie AM/PM Re -Inspection required:, Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: - '"2 1 •.Ilnspector: I-, DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201801296 PERMIT NO: 201801296 ISSUED: 08/03/2018 JOB ADDRESS: 5770 W 41st Ave EXPIRES: 08/03/2019 JOB DESCRIPTION: New single family detached home - 4 bedroom, 5 bathroom with finished basement and 3 car garage; stucco, stone and siding exterior - 2,879 sq ft **REVISION: Elevation modification to front, moved bathrooms & laundry room on 2nd floor, electrical revisions; Added valuation: $10,000.00 *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC GC (303)888-3314 Steve Merker 160136 Merkwood Construction, LLC SUB (303)761-9276 Christopher Reister 170100 Steel T Heating, Inc. SUB (303)237-1622 Alliance 110051 ALLIANCE PLUMBING INC. SUB (720)638-8349 Justin Jones 180110 ECI Electricians Srvs Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Sidewalk Comm Develo Plan Review Add'1 ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: 420,000.00 FEES 0.00 2,035.51 8,820.00 3,196.05 150.00 4,175.20 120.00 18,496.76 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. **DRIVEWAY MUST BE 24&#39; WIDE OR LESS AT STREET CONNECTION** NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (home office/waiting area above garage). Prior to issuance of a CO, 1 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. Home-based businesses require a Home Occupation License, apply with Tax Division. 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 ts phithe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with ermit. I est that I am legally authorized to include alt entities named within this document as parties to the work to be perfo and t t 11 wk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER K CONTRACT (Circle one) Date ' 1. This permit was issue information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original_permrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or rggulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Bu(lffg tioial - " Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatidge 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: perm its(aki.wheatridae.co.us 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: 5770 W 41 st Avenue Wheat Ridge, CO 80033 Property Owner (please print): 5770 W. 41 st, LLC Phone: 303-888-3314 Property Owner Email: officemanager@merkwoodhomes.com Mailing Address: (if different than property address) Address: 6990 W 38th Avenue, Suite 300 City, State, Zip: Wheat Ridge, CO 80033 Submitting Company: Merkwood Construction, LLC Contact Person: Brian Stamm Contractor: Merkwood Construction, LLC Contractors City License #: 160136 Phone: 720-339-5563 Phone: 303-888-3314 Contractor E-mail Address: officemanager@merkwoodhomes.com 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: See attached sheet for detailed description of changes per page. Sq. Ft./LF Amps F—(CA 0M j LA 'J: ,ti -D n a raj\. vim) Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ 10,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) A(AUTHORIZED REPRESENTA PRINT NAME: Brian Stamm SIGNATURE: ZONING COMMMENTS: Revi BUILDING DEPARTMENT COMM TS: Reviewer: 6JJ Jfi� PUBLIC WORKS COMMENTS: Reviewer: IFJ PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required USE ONLY of (OWNER) (CONTRACTOR) —_ DATE: 6/13/2019 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ N PRODUCTIONS INC. 703 3rd Avenue Suite 101 Longmont, CO 80501 303.775.7406 303.658.9846 akg@f9productions.com PROJECT: 5770 W. 41st Ave DATE: June 12, 2019 DESCRIPTION OF REVISIONS (SEE REVISION CLOUD #2) AO - Cover Revision schedule shows date of revisions. Sheet Index updated. AO.3 - Site Plan Expanded walkway to wrap along east side of building. Al - Lower Floor Plan Mechanical Room modified, egress windows changed to type "Q". A2 - Main Floor Plan Front Entry modified. Office and Office bathroom modified. Kitchen detailed out. Fireplace detailed out. Electrical Panel added to garage. New A/C location. A3 - Upper Floor Plan Bathroom 1 and Laundry locations switched locations. Shower changed to tub in Bathroom 2. Mechanical Room added adjacent to Bathroom 1. Waiting Area revised. Master Bathroom & Closet revised. A4 - Roof Pian Roof above Home Office simplified. AS - Reflected Ceiling Plans 5/8" Type X Gypsum added to unfinished basement. ThermoPly or equivalent added to locations. Ceilings field adjusted. A7 - North and South Elevations Elevational changes to eastern upper floor. Exterior doors changed to glass. Exterior stairs detailed out. Master Bathroom window changed to type "GG". Window type "Z" removed. Metal siding changed to Board & Batten. Front entry revised. Exterior lighting added. A8 - East and West Elevations Elevational changes to eastern upper floor. Home Office windows changed to type "L". Window types "T", "B", & "W" removed. Electrical panel added, Exterior lighting added. A9 - Building Sections Roof above Horne Office simplified. Front Entry modified, Master Bathroom window changed to type "GG". Window "VV" removed from Bedroom 2. Basement egress window changed to type "Q". All 0 - Building Sections Roof above Horne Office simplified. Window "VV" removed from Bedroom 2. Basement egress window changed to type, "Q", Fireplace detailed out. A11 - Building Sections (New Sheet Added) Roof above Home Office simplified. Exterior doors changed to glass. Bathroom 1 and Laundry Room switch locations. Window "GG" added to Waiting Area. "Section Through Drop Soffit Looking West" added to sheet. All 2 -Wall Section and Details Details #2 - #7 added to sheet. All 3 - Interior Callouts Callout "Upper Floor Plan -- Bedroom 1 Bath" added to sheet. A14 - Interior Elevations (New Sheet Added) Interior elevations # 1 - #6 added to sheet. Alai - Schedules and Takeoffs Updated accordingly to all current revisions. A16 - Exterior Views Updated accordingly to all current revisions. All 7 - 3D Views Photographs of previously completed project added to sheet. E 1 -- Conceptual Electrical Plans - Basement and Main Conceptual electrical layout revised. E2 - Conceptual Electrical Plans - Upper Floor Conceptual electrical layout revised. S 1 --Structural Details Details #9 - # 12 added to sheet. S.2 - Foundation Plan Foundation plan updated to show beam pocket locations. Foundation Legend corrected. S3 - 3D Foundation Updated accordingly to all current revisions. S4 - Main Floor Framing Plan Header at front entry sized. Header at garage electrical box sized. Exterior stairs detailed out. S5 - Main Floor Framing 3D (New Sheet Added) 3D view added to sheet. S6 -- Upper Floor / Low Roof Framing Plan Revisions to Home Office Framing, Exterior Stairs detailed out. S7 - Upper Floor Framing 3D (New Sheet Added) 3D view added to sheet. S8 - Roof Framing Plan Detail #2 and roof Legends added to sheet. Treatment at North and South overhangs revised. S4 -- Upper Roof Framing Plan Roof above Horne Office simplified. Scott Cutler From: Scott Cutler Sent: Monday, June 17, 2019 8:42 AM To: Ioff icemanager@merkwoodhomes.com' Cc: Randy Slusser Subject: 5770 W 41st Ave - Permit #201801296 Revision Comments Hello — I'm reviewing the revisions submitted for the single-family home permit at 5770 W 41ST Avenue. Although the previous plans were approvable, we cannot approve the revisions as submitted due to the addition of the second kitchen on the upper floor. Single-family homes are limited to one kitchen and the area of the house with the second kitchen appears to constitute an accessory dwelling unit (ADU) which is not permitted in the City of Wheat Ridge. The separate entrance and full second kitchen would allow that space to function as a separate dwelling unit which is not permitted in the R -1A zone district; only one dwelling unit is allowed. Please remove the upstairs kitchen and submit revised plans. Pages A3, A9, A11, A14, and E2 should be revised. Thanks, Scott Cutler Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us r 1 g69 - 201 9 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 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 Job Address: i Permit Number: ('4 10 - k jC_ 'I J No one available for inspection: Time AM/PM Re -inspection required: �es'- No When corrections have been made, call for re -inspection at 303-234-5933 Date:,,, P'l - V � 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 f _ - INSPECTION NOTICE Inspection Type- ` Job Address: Permit Number: C 5s ❑ No one available for inspection: Tim-` QPM Re -Inspection required: Yes lo-�` When corrections have been made, all for re -in at 303-234-5933 Da Inspe DO NOT R OVE 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: CA_� I \ e' ` / Job Address: `7 —nG Permit Number: r7 V k b \ -.-)ick 4 ❑ No one available for inspection: Time ` '`§ p 3 . ` �� AM/PM Re -Inspection required: Yes, No When corrections have been made,,gt1U& re -inspection at 303 -234 - Date:— U- ' V � I- Inspector: V DO NOT REMOVE THIS NOTICE A 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: Y,(� C V (, \ \ C �_ \ �� '-A U C t c3 Job Address: '' __1 y W y i s Permit Number: O'CU 1 0 F, V? ❑ No one available for inspection: Time ! L,)) f AM/PM Re -Inspection required: Yes ;q66' s When corrections have been made, call for re -inspection at 303-234-5933 Date:f�_ 2 \ - 16_\ 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: f +�' '� 'i'A Job Address: Permit Number: ❑ No one available for inspection: Time ( i AM/PM Re -Inspection required: (Y9fi No When corrections have been made, call for re -inspection at 303-234-5933 Date: ? �` Inspector: DO NOT REMOVE THIS NOTICE 0 i CITY I= WHEAT RIDGE �� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - 120 uc/�( �t-2m ra Job Address: 5-'7'70 W it 1--}v-e Permit Number: -9 0 ) 4g c) ) '79 '191 G, ❑ No one available for inspection: Time '�3= -3149A/pm Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: t-! S //17 Inspector: :T`i`p DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 03).935-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:_ 1 Job Address: '770 L/ qlS+ &cj Permit Number: '101$0 17 q 6 ❑ No one available for inspection: Time f - ATI/M Re -Inspection required: Yes 60) When corrections have been made, call for re -inspection at 303-234-5933 IN Date: '3/ Z II Inspector: ji0tie. Lov6`-` 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: X06 -f yli roa.� Job Address: 'S-770 L./ gist A4, Permit Number: 2 oleo 12 q E (i J 1 /pt J J act! f r J ❑ No one available for inspection: Time 11,00 AM e!9__ Re -Inspection required: 6e No When corrections have been made, call for re -inspection at 303-234-5933 Date: C-0/ Inspector:_1)lne_ to�ett 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: 5 d i of Permit Number: 2,0 V 0N V-A. L/, i v rf i -a, --o ❑ No one available for inspection: Time AM)pM Re -Inspection required: Yes /N When corrections have been made, call for re -inspection at 303-234-5933 Date: 3/lid (q Inspector: L)gie, I oy�,-Y--- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'� 0- P; "a VA40 ✓Awl - Job Address:77Q V-��la�.�P, Permit Number: 16 f � Yr: 9 ✓P. �. s+~ ❑ No one available for inspection: Time C 0 AM6 Re -Inspection required: ��qes No When corrections have been made, call for re -inspection at 303 -234 - Date: 'M/0 inspector: 'JC',Y- (nu- `77- DO 7%DO NOT REMOVE THIS NOTICE FRONT RANGE G� STRUCTURAL ENGINEERING January 9, 2019 Brian Stamm Merkwood Homes 6990 W 38th Avenue, Suite 300 Wheat Ridge, CO 80033 Re: 5770 W 41St Avenue - foundation review Dear Brian: I reviewed the footing and foundation wall rebar for the project at 5770 W 41St Avenue in Wheat Ridge in September 2018 and they conform to the structural permit drawings dated July 12, 2018. Please do not hesitate to contact me if you have any questions regarding this letter. Respectfully, 447 2 David Mitchell, PE Front Range Structural Engineering PO Box 2405, Longmont, CO 80502-2405 w: (720) 314-8022 c: (720) 315-1971 www.frontrangestructural.com J i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOT 7303- Raa.C- !FE,4-A"A -7 Inspection Type: -3fU - m er Wek h Job Address: S--7 -70 w z-!) Ave Permit Number: �) 0 I ten' G1 I —o q ❑ No one available for inspection: Time = AM,M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: IN Inspector: _T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 2 3-2855 Offict• (303) 237-8929 Fax `doh- ewer- Un Ex� 73-a3- /N 'sc INSPECTION NOTIC 'any P f InspectionType: - v nA ,„9�- 20a- Sewer- Und- �n4 Job Address: S -2-7o ►,,j y l + A�-e Permit Number: --do l'R ® / -D 9 lua,I L) Ad- --r7n4. P:;Lr4, ci - Isarlc4 le w C) re ve r7-+1- r -e a u, h d_ L/ ed ❑ No one available for inspection: Time 151: a A !/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303 -234 - Date: t D / i //,B Inspector: DO NOT REMOVE THIS NOTICE L) A i CITY OF WHEAT RIDGE _1�9rBuiffing InspectiorftWi'sion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION, / I acic- Oa�r- L n� Vin cl Inspection Type: 2 0 -5 - sew e r- L) OY.4 Job Address: S7 -7 O w L)) ;V- Permit Number: --d 0) `d 0 IV 9 2 We c- I i rig 4''a c --I- , 0� 1 K-_> V V b le c I e 0.,-7 e L) 4"5 P -e v e re cf - i7 4 v e (I� 4�y o� G 4 r Z) I' e ❑ No one available for inspection: Time --,;L =3`7 AM" Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 /-3 S PB Inspector: DO NOT REMOVE THUS NOTICE Fri i CITY OF WHEAT RIDGE Building lnspection�blvision (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION N1OT} ICE ID41- FoJA�G T'i vn VVA l� Inspection Type: Job Address: 5-7 7o W Permit Number: -�d 0 g o/ a 9 I, ❑ No one available for inspection: Time /1= 1, &PM Re -Inspection required: Yes t9i When corrections have been made, call for re -inspection at 303 -234 - Date: 9 19 1,'F Inspector:" -b DO NOT REMOVE THIS NOTICE st''lt City of - Wheat idge COMMUNITY DEvELoPMENT 30j19 0gl City of Wheat Ridge Municipal Building 7500 W. 29i1 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION 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 the placement of concrete and before proceeding with any further construction. DATE: 411 l .V / 11; PERMIT# ADDRESS: 'a;-7-70 i --J• 44 ls-r ,U45- PhnT Or - LOT , BLOCK 3 ����"�-� C2 o�'�u S SUBDIVISION 1 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. The foundation setbacks and elevations for all recently constructed building corners as stated herein have been found by me to be in compliance with all civil engineering and 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: �(•i• REAR: 12.3 � SIDE: �1. + SIDE:1 The MINIMUM ELEVATION has been determined to be: N (NAVD88). The above measurements have been determined on the following location: Check only one): Top of proposed foundation prior to placement of concrete The setback Signed Top of foundation subsequent to placement of concrete tion measurement locations are identified on the attached exhibit. Print JC9 U C�tu��otis 17t�s� (�`� Date !' I Professional Surveyor FOR OFFICE USE ONLY Approved by: Inspector Date www.ei.whcatridgc.co.us Rev 09/17 LOT 1 TOP OF 541 LOT LOT 4 0. i vii ," ( LIQ OWNER: ROBIN LANE "4 PIN: 300500255 ,*NOTICE TO SURVEYOR: • ! coo t. ylllhl I. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 09/17 Flatirons, Inc. Surveying, Engineering & Geomatics www.FlatironsInc.com ter, 3 0 i q 9 jL- Merkwood Homes Brian Stamm PO Box 14219 Denver, CO 80214 September 12, 2018 RE: 5770 W 41" Ave Wheat Ridge, CO The North 130' of Block 36, Stewart Gardens On September 11, 2018 the form for the house under construction at 5770 W 41" Avenue were measured to be in substantial compliance with the site plan dated July 12, 2018 prepared by F9 Productions, Inc. The horizontal and vertical position of said form were measured to be within 0. P of the proposed location. John B. Guyton PLS 16406 Date Flatirons Job No. 18-71,861 3825 Iris Avenue, Ste 395 655 Fow-th Avenue 3660 Downing Street, Unit E Boulder, CO 80301 Longmont, CO 80501 Denver, CO 80205 Phone: (303) 443-7001 Phone: (303) 776-1733 Phone: (303) 936-6997 Fax: (303) 443-9830 Fax: (303) 776-4355 Fax: (303)443-9830 S_ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPEC- ON I OTICE logy!- oun n ��mi� S&44nc- Cc -i- Inspection Type: / c am S -�e°nJobAddress: S -77n °w Permit Number: ❑ No one available for inspection: Time 10 = I R (D/PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date:_9 //'a J 'F Inspector: —T -b 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: CCU- C o u i4e"q Job Address: 'E5_770 W Li l s� Ne Permit Number: -a o 113 d /;9 q fo ❑ No one available for inspection: Time = % c1 AUG Re -Inspection required: G No When corrections have been made, call for re -inspection at 303-234-5933 Date:—'S/,9—//)'3 Inspector: —T—b DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201801296 PERMIT NO: 201801296 ISSUED: 08/03/2018 JOB ADDRESS: 5770 W 41st Ave EXPIRES: 08/03/2019 JOB DESCRIPTION: New single family detached home - 4 bedroom, 5 bathroom with finished basement and 3 car garage; stucco, stone and siding exterior - 2,879 sq ft *** CONTACTS *** FEES Total Valuation OWNER (303)888-3314 5770 W 41ST LLC 2,035.51 Use Tax GC (303)888-3314 Steve Merker 160136 Merkwood Construction, LLC SUB (303)761-9276 Christopher Reister 170100 Steel T Heating, Inc. SUB (303)237-1622 Alliance 110051 Alliance Plumbing Inc. SUB (720)638-8349 Justin Jones 180110 ECI Electricians Srvs Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 410,000.00 FEES Total Valuation 0.00 Plan Review Fee 2,035.51 Use Tax 8,610.00 Permit Fee 3,131.55 Engin. Review Fee 150.00 Sidewalk Comm Develo 4,175.20 ** TOTAL ** 18,102.26 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT (bedroom/game room above garage). Prior to issuance of a CO, 1 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 municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of erty and am aut orized to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe test at leggal] thorized to include all entities named within this document as parties to the work to be performed and th to be erfo is disclosed in this document and/or its' accompanying approved plans and specifications. Sig re of OWNER o ONTRA OR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding 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 issugAuce or grantin a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicV61exode. or any mance 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 �W heat R qcyc- CUOIMMMIUNrry 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 ci.wheatrid4e.co,us FOR OFFICE USE ONLY Date: Plan/Permit # a Q t i1 / � ( n �J Plan Review Fee: 3,9 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5770 W 41 st Avenue Wheat Ridge, CO 80212 Property Owner (please print): 5770 W 41 st, LLC Phone: 303-888-3314 Property Owner Email: officemanager@merkwoodhomes.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: P.O. Box 140219 City, State, Zip: Denver, CO 80214 Architect/Engineer: F9 Productions Inc Architect/Engineer E-mail: akg@f9productions.com Contractor: Merkwood Construction, LLC City of Wheat Ridge License #: 160136 Phone: 303-775-7406 Phone: 303-888-3314 Contractor E-mail Address: officemanager@merkwoodhomes.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Brian Stamm CONTACT EMAIL(p/ease print): brian@merkwoodhomes.com Phone: 720-339-5563 Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Electrical Contractors Inc. Plumbing: Alliance Plumbing Inc. Mechanical: Steel T Heating, Inc. W.R. City License # 080261 W.R. City License # 110051 W. R. City License # 170100 Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL F-xl 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. Single Family detached residential new construction. Current lot is vacant. See blueprints for specific details. s _ o Al C) � Ce 3 e– A tL G A RLA Cay 00L A.- C, L -TT t 0 Commercial Projects Only: Occupancy Type Sq. Ft./LF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 410,000.00 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) THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: May 7, 2018 Printed Name: Brian Stamm ZONING COMMMENTS: e -ow -4 ( OCCUPANCY CLASSIFICATION: 0-3 CONSTRUCTION TYPE:yB Reviewer: BUILDING DEPARTMENT COMMENTS: CI Z37 ! OAri l .oZ :� ZqQI O Jv' Q (z) IZ10CXot Ir03. 2.1811'0 Reviewer: �Mr)) 6 l 1h PUBLIC WORKS COMMENTS: I"'�` r� Tj C,O1vC;'1nC#ls GJfOF A�8i�T`:/ Q Reviewer �yklF012 COtAA14J7!5 09S. d"t�rBuilding Division Valuation: �/1g �, City Of -J Wheat iClt:37C 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. 1-40 14-44,5� A44E_h� Project Addresses (CL3 Permit #: General Contractor: V( -9=4- E lectrical -9=LL Electrical Sub -Contractor Company Name: ECn ElecWan 5ervftee Company LLC Phone #; 3034e94615 State License #: Ec.0lwiso Master #: MEoeoo781 Wheat Ridge License #: uaotm (required field) 8128/2018 SIgnatureofAuthorized Agent Date Plumbing Sub -Contractor Company lamer Phone #:_ (3Q� 37-ggpp State License #• � 100 Master #._ I&� #: (required field) edAgent Date I Mechanical Contractor Company Name: Steel -T Heating, Inc Phone: 303789-9278 Whe i 'dgeLice a #: 18287 (required field) Signature of Au rued Agent i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 I Tem 'o _ Job Address: -5--770 0 `-11 5-4" Permit Number: _P o! S o 1 9 -,?-2 ■ ❑ No one available for inspection: Time Z AM/PM Re -Inspection required: Yes When corrections have been made, ca.t fo re -inspection at 303-234-5933 r_ l✓ J Inspector. DO NOT REMQ THIS NOTICE City of Wheat Ridge Ir Residential Electric PERMIT - 201801927 PERMIT NO: 201801927 ISSUED: 07/05/2018 JOB ADDRESS: 5770 W 41st AVE EXPIRES: 07/05/2019 JOB DESCRIPTION: Temporary electric meter for construction *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC SUB (720)638-8349 Justin Jones 180110 ECI Electricians Srvs Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,750.00 FEES Total Valuation 0.00 Use Tax 36.75 Permit Fee 70.70 ** TOTAL ** 107.45 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I , by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furt4er attest that I a legally authorized to include all entities named within this document as parties to the work to be performed and 11 work o b erformed is disclosed in this document and/or its' accompanying approved plans and specifications. Si&F&tureof OWNERc or C&TRACTOR (Circle one) Date 1. This permit was issued based on Ch ie nfbrmatian.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 amanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit ho lnyder 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 issuapcg or granting o permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable ode or any or nce 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 h. City of Wheat �idge 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(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9NN Plan/Permit Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5770 W 41st Avenue, Wheat Ridge, CO 80033 Property Owner (please print): 5770 W 41 st, LLC Phone: 303-888-3314 Property Owner Email: Officemanager@ merkwoodhomes. com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: P.O. Box 140219 Citv. State. Zip: Denver, CO 80214 Architect/Engineer: Architect/Engineer E-mail: Contractor Name: Merkwood Construction, LLC City of Wheat Ridge License M 160136 Contractor E-mail Address: Brian@merkwoodhomes.com Phone: Phone: 720-339-5563 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Brian Stamm Phone: 720-339-5563 CONTACT EMAIL(p/ease print): brian@merkwoodhomes.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Electric Contractors Inc. Plumbing: Mechanical: W.R. City License # 180110 W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materialsC to be used, etc. Temporary electric meter for construction of home on 5770 W. 41 st Avenue A (h C ) `<5v Sq. FULF BTUs Gallons Amps Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $500.00 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) (CONTRACT (A HO D REPRESENTATIVE) of (OWNE \ (CONTRACTOR) Signature (first and last name): DATE: 7/5/2018 Printed Name: Brian Stamm ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: A B C a E F t N 12 to 14 15 I I zF Y I I I i q� I I I I I I I 1 --_. -_ -- _.. _.-- ._ _ •, �— - \:-'ai0f'"�.17b _hA-_4Z LL.O-S-s—^.I — ---_ _ 11 -. -- —_ .33�E - --___ -- � �. b � a —_.-- 90.44• ^----- ----� ---. �. ew .o.... r q -ira. 4 .• ..o-aers NouvaNnaj Jo 83NaoO of 1_ _- — _ � _ . _ _ .4n z o/ L — — - — — — — — — — — — — — — — — — — — — — — — ` — — 9 b I +Z-- A0,3 ARC 0040501 z =1, 4"1 3 ro m € . I J or l I v 0Cc W I � � I qlj. b it .¢ -f / I..diMis - 3M34 H9M95 - piM N3MJU — _.. y6�pS' ' 1 p�IN. F,IEAR 9ETt}Alrk O ia�Bv�-IIOV®l:iF10�1� *+`- a i. , /9 L�-w _- - - ---- - - - - ------ - - - - -- - - - -_ - - - - � b F- � � °m l ' 3 O �iP" a a��.+•.- - �.x....�N... a... tet.-+— — — .90"liZ uj NOILVON(100 tl3Ntl00 Ol ,j 1 I Q I SLI � � � .0•.LY 'I I I � � - kVV Q m I I O In w� �� i I wa=s Q3= �1 I s m w �— � i r � •i N I co I d- ""waw"" I. F x w H IF N x rdI Ca ! A0.3 SITE PLAN mdsllN aVWL�y�N��V�tw+�.MON�'.[N��xifini'V4i xV.tru.YMA!xJl�7 Wu,wMnI F.MN4 Mrvl.'a4PV�l�:txx^x+u:; i,t=M RESIDENTIAL Building Permit – Plan Review Worksheet Address: S741D W rfilw- AJC Lot Size: I I- r 3 -31 - Property in the flood plain? N Subdivision: 5�fwar� 6a�r,(Q�j Related Cases: sq. ft. Zoning: ?-- 1A Lot Width: & ft. Rev. 09/2017 If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site Ian if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) /in 2' of setback (NRS) New ILC and site plan yes (FND) if in floodnlain (FiD Maximum Lot Coverage: -*�0 fttt ting Improvements (footprints): Housb,' , q. ft. Shed- ''�., sq. ft. Detached gara sq ft. Other: sq. ft. Total �iing sq. ft Lot overage % % S'�? u t sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing Lot Coverage sq. ft Required Setbacks: FR 'Z3 ' S 16 , S 10 ' R 1 S� Provided Setbacks: FR 41-'6' S 11' g,, S I (� R 11-9 For additions or new construction, is the structure within 2 feet of minimum setbacks? S If yes, add surveying condition FND. r Maximum Height: S ft. MaSize: sq_. ft. Proposed Height: \.e Z S' ft. Pro =Ize: ft. Does the bulk plane apply? (Y/N) 0 If yes, does it meet on all sides (Y/N): FR S — S — R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)?1� If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area - existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access 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. NIA ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. tjia ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. 16 For all uses, one access point per property is permitted. Land caping 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. Frontage of lot p 0 - width of driveway 24- > / 70 = (round up for required trees) Street trees required: Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit Not approved as an independent dwelling unit. City of WheatRi e CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 r. 303.235.2855-J. 303.237.4929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: ('[1511 Project Address: 5110 V4 14146' A UC . W JJe' 217 - Name of Firm/Individual submitting documents:Nir� Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency 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 Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: (Agency Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Date: City of W heat R,Oge 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 A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: ( -1 Project Address: C�-11 ave. wVNeofi Rio e ca Name of Firm/individual submitting documents: NI"WOM W Vt6+-eU6+( ryJ Project Type/ Description: LJI e Signature of Firm Representative or I DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, 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,"'West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: (Agency Representative) Email: 11V5 -f nT Tri Art _ , 77C yv. From: Plan Review PianRev!ewr' wvestroetrohre org d Subject: RE: Forms for submittal - 5770 W 41 st St, Wheatridge Date: June 19, 2017 at 12:30 PM To: Suzanne Ochs officemanagerY;rnerkmoodhomes com Hi Suzanne, We wouldn't sign the proof of submission form on a single family project unless it was for a fire sprinkler system, 10,000 sq ft or more. I took a quick look through the plans and don't see anything that the fire department would review. This would strictly be a City of Wheat Ridge permit. I would say to send this email in place of the Proof of Submission form, as this does say that it isn't a required plan review or permit from West Metro Fire Rescue. We would only require items for commercial and multi- family projects. I apologize for any confusion, but please let me know if you have any other questions. Thanks, Melissa Mackey Administrative Assistant Life Safety Division Phone: (303) 989-4307 X543 Fax: (303) 969-8908 Email: mmackewestmetrofire.org Commic,ion I(irc :Accreditation International West Metra Fire Rescue Internationally Acciedited Agency 2012-2017 *This email message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, contact the sender by reply email and destroy all copies of the original message. From: Suzanne Ochs[mailto:officemanager@merkwoodhomes.com] Sent: Monday, June 19, 2017 12:01 PM To: Plan Review Subject: Re: Forms for submittal - 5770 W 41st St, Wheatridge Dear Melissa, Thanks for your quick response. The property doesn't have a sprinkler system. We need to get a permit from the city, but we can't do this until we received the confirmation form that you have received the plans. Many thanks, Suzanne Ochs Office Manager Merkwood Homes PO Box 140219 Denver, CO 80214 Office: 303-888-3314 officemanager(a merkwoodhomes.com On Jun 16, 2017, at 4:32 PM, Plan Review <PlanReviewnxvestmetrofire.org> wrote: Good afternoon Suzanne, We typically don't require permits for single family homes. Does this property have a fire sprinkler system in it? Melissa Mackey Administrative Assistant Life Safety Division Phone: (303) 989-4307 X543 Fax: (303) 969-8908 Email: mmackev(a westmetrofire.org <image001.png> <image002.jpg> Internationally Accredited Agency 2012-2017 *This email message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, contact the sender by reply email and destroy all copies of the original message. From: Suzanne Ochs rmailto:officemanag r a merkwoodhomes.com] Sent: Friday, June 16, 2017 4:23 PM To: Plan Review Cc: Lindsay Esparza; Steven Merker; Nickki Head Subject: Forms for submittal - 5770 W 41st St, Wheatridge Hello, Please see the attached form and plans for submittal. We have currently submitted everything to the city of Wheatridge to obtain a permit. Can you please reply back with proof that you have received this, so we can let the City of Wheatridge know. Please let me know if you need any further information. Kind regards Suzanne Ochs Office Manager Merkwood Homes PO Box 140219 Denver, CO 80214 Office: 303-888-3314 officem anageramerkwoodhomes. com On Jun 16, 2017, at 4:17 PM, Lindsay Esparza <lin yZ--).merkwoodhomes.com> wrote: **** WARNING: This email originated outside of Westmetrofire.org. DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. **** Cit of W heat midge C'HY OF R'NFAr RIDGF BUILDING .AND 1"PF"ION SERVICES DIVISION 7500 N' 29th Ave Wheat Ridge. C-0 80033-8001 P. 303.235-2855-f 303 237,8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed, Date: (A' (10 • 1'7 Project Address: • Lf I `' O V e. W li eovl' Rte Name of Firm/Individual submitting documents: Metr►�woQd rtf)%fYU ( If ryf Project Type/Description: __ 5l "I a r -a r .1 Signature of Firm Representative or DO NOT WRITE BELOW THIS P( XT - FOR AGENCY USE ONLY 1, l indicated below and do, by my signature below, hereby acknowledge z receipt ptrofedocutve of tdocumentsnecessary for review and approval of the project indicated above. Agency ream-emo-; (Please check one) c West Metro Fire Protection Arvada Fire Protection o Wheat Ridge Sanitation District 2C Wheat Ridge Water District U Clear Creek Sanitation District c Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water o Other Agency Notes; / G v r-��� , _ 7V Ife �y sv ,� p'eto �1, e�n' to ' Signature: Date: gen .y eprese ative) Email: ���c �� C c� tJi 5-'d ; /O cU cJJ 1v Y15-� r �G � 1� ec o r V d l`' `n E?. �hd �17l 'f `C14x2) -F- ` S d �� �Y� �' `P ,S o of , �, ` c ( I li f 710 �Q' e `114eS�yu c �G ` City of W heat Pidge CITY OE WHEAT RIDGE BUILDING .AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge. CO 40033-9001 p. 303.235.2855.1.- 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY if 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 Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: (Agency Representative) Example Site Plan 150.00 feet • : . . • 10 feet .:. New detached .. :. garage 480 sq new) . .'. ••••'. .'. •..,...� 100 feet !�..-. :': ,:rt�, Newdnvewayto- .'.'.'. ... . . . .. '. _ be paved �. • .". .'. :,:: •:: :.:.:. .:. .:. . . . . . . . 8feet .•. .'. m E . m CID .; ;....• , . . . 980 sq ft . . • .....L (existing) N 150.00 feet Scale A . r' = 20' Minimum 102 ridge board Sample Elevation 200 rafters �� 1/2" exterior plywood sheathing spaced at 24" o c Class A 3 tab shingles 1 layer d15 felt 12 I /R-38 insulation I 4 I 2x8 ceiling joists I at 24" o c I I I Double 2x6 T-111 siding top plate w I � 1/2" extenor y I ate. plywood I N 2x6 studs I� at 24"oc I I R-19 fiberglass batts insulation I I I I 2x6 sill plate I 114 scale LI. City of WheatNidge CITY OF WHEAT RIDGE BUILDING AND INSPEC11ON SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8001 p. 303.235.2855-f 303.237.$929 Proof of Submission for Permitting/Plan Rev A copy of this form must be completed by each agency indicated on the Permit Submiti the project type and be attached to the Building Permit Application at the time Applications presented for submission without a completed Proof of Submission form i agency will not be accepted or processed. Date: _ �0 ` i (p • -? Project Address: x5'71 C) VI -J. {� a,U{ • WVA� Gw1 R -'A ,e CO 5-7-30 �" j X41 11A -v t . liw- 13 - Name of Firm/Individual submitting documents: M" W004 , Project Type/Description: Signature of Firm Representative or DO NOT WRITE ILL.Q.W I FOR AGENCY U NLY am a duly authorized representative of thea enc indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Age= re r a [lam ; (Nease check one) 0 West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water Distrlcd o Consolidated Mutual Water District o Valley Water District o Denver Water ,Wheat Ridge Sanitation District o Clear Creek Sanitation District Fruitdaie Sanitation District Westridge Sanitation District Other 0 Agency Notes: i?% � . C S , .� :.: r .. , r d.e;.. r--4-- J - Signature: ,�S/�r�i�� ,;, — ,...,rsn1% „0- Date: (Agency Representative) F&L DjsT'WCr) Email: ,' }, MARTIN/MARTIN CONSULTING EN GIN EE R5 September 7, 2017 Suzanne Ochs Email: officemanaser@merkwoodhomes.com Re: Wheat Ridge Sanitation District — 5770 W. 41st Ave. Martin/Martin, Inc Project No.: 17456.C.01 Dear Ms. Ochs, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to a request for sanitary sewer service for a single-family home at 5770 W. 41St Ave. The Wheat Ridge Sanitation District can provide sanitary sewer service for the single-family home conditional on the items identified herein are fully addressed. Rules, Regulations and Standards of the District must be complied with at all times. The property referenced above is entirely within the boundary and service area of WRSD. Treatment of sewage generated within the WRSD is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Mains Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property: 10 -inch mainline running west to east, north of the referenced property within W. 41St Ave. An additional mainline also runs east to west, north of the referenced property and these lines combine into a District manhole and flow north of the referenced property. The developer is responsible for verifying and determining horizontal location and vertical depths to verify if gravity flow is capable of servicing lots or if private individual sewage ejectors (lift station) are required. Please provide utility drawings for review indicating plans for connection to the District mainline with associated sanitary details. Please note that connection to the District mainline must occur a minimum of 5' upstream of a District manhole. Costs All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — and are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap and inspection fees are required to be paid prior to connection to the District main. 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 Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". If you have any questions, please do not hesitate to contact Ms. Sue Matthews during regular office hours, 8:30 am to 12:30 pm, or Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM `� ► City of Wheat i ge 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 A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: l0' 1(p • -I Project Address: ► W. 41 t a in)h ►obi -e co 15oa-t Z Name of Firm/Individual submitting documents: WBDI lww�iml; Project Type/Description: Signature of Firm Representative or Individua DO-M.T.&RITE BELOW THSEMw FOR AGE USE gaLy i' ° `t' LJ a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessa for review and approval of the project indicated above. Aaencv re2M&J fi9b (Please check one) o West Metro Fire Protection o Arvada Fire Protection Wheat Ridge Sanitation District o Wheat Ridge Water Distr10 o Clear Creek Sanitation District a Consolidated Mutual WaterllDistrict o Fruitdale Sanitation District o Valley Water District c Westridge Sanitation District o Denver Water o Other Agency Notes: ZU e. �vw-t� . � ,rws Signature: ,v Date - (Agency Representative) 4 � D►ST'VC6 MARTIN/MARTIN CONSULTING ENGINEERS September 7, 2017 Suzanne Ochs Email: officemanaRer@merkwoodhomes.com Re: Wheat Ridge Sanitation District — 5770 W. 41st Ave. Martin/Martin, Inc Project No.: 17456.C.01 Dear Ms. Ochs, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to a request for sanitary sewer service for a single-family home at 5770 W. 415' Ave. The Wheat Ridge Sanitation District can provide sanitary sewer service for the single-family home conditional on the items identified herein are fully addressed. Rules, Regulations and Standards of the District must be complied with at all times. The property referenced above is entirely within the boundary and service area of WRSD. Treatment of sewage generated within the WRSD is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Mains Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property: 10 -inch mainline running west to east, north of the referenced property within W. 41St Ave. An additional mainline also runs east to west, north of the referenced property and these lines combine into a District manhole and flow north of the referenced property. The developer is responsible for verifying and determining horizontal location and vertical depths to verify if gravity flow is capable of servicing lots or if private individual sewage ejectors (lift station) are required. Please provide utility drawings for review indicating plans for connection to the District mainline with associated sanitary details. Please note that connection to the District mainline must occur a minimum of 5' upstream of a District manhole. Costs All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — and are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap and inspection fees are required to be paid prior to connection to the District main. 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 Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". If you have any questions, please do not hesitate to contact Ms. Sue Matthews during regular office hours, 8:30 am to 12:30 pm, or Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM City of W heat �>�c C ITy OF WHEAT RIDGF BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge. Co 80033•Ro01 r.. 303.2.,5..),S55..1.303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: — % • (to - "7 Project Address: I } ot,Ve • WIAcout P -1 - 'Co lio,7-t Name of Firm/Individual submitting documents: MeiywritJ stn�irllllv Project Type/Description: 51 Y%A It Signature of Firm Representative or DO NOT WRITE BELOW TH NT - FOR AGENCY U E Y I, repesntatve of he agency indicated below and do, by my signature below, hereby adcklowledZtleptrofedocurmentstnecessary for review and approval of the project indicated above. authorigere Aaenev r nr ktfted: (Please cnerk one) c West Metro Fire Protection u Arvada Fire Protection Wheat Ridge Water District c Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: Email: o Wheat Ridge Sanitation District u Clear Creek Sanitation District u Fruitdale Sanitation District a Westridge Sanitation District c Other 4-✓ r n d `Zc6S T� [ Y v i r 0-7 q// ^n>sfq Ar 0-/ V Vl✓r „ ti,-,, v I I t — —J r T v r v. "F' /Vvt� VVY/1Nllltr7r- Froin: Plan Review Plar,Review c=westinetrofihe. org if Subject: RE: Forms for submittal - 5770 W 41st St, Wheatridge Date: June 19, 2017 at 12:30 PM To: Suzanne Ochs offieemanagerC�'merkwoodhomes.com Hi Suzanne, We wouldn't sign the proof of submisfion form on a single family project unless it was for a fire sprinkler system, 10,000 sq ft or more. I took a quick look through the plans and don't see anything that the fire department would review, This would strictly be a City of Wheat Ridge permit. I would say to send this email in place of the Proof of Submission form, as this does say that it isn't a required plan review or permit from West Metro Fire Rescue. We would only require items for commercial and multi- family projects. I apologize for any confusion, but please let me know if you have any other questions Thanks, Melissa Mackey Administrative Assistant Life Safety Division Phone: (303) 989-4307 X543 Fax: (303) 969-8908 Email: mmackewestmetrofire.org Cc Milli Nitwit - i I iry Actrrtlitation Ilk fik 3 Gltrrnatianal West Metm Fire Rescue 4nternat!— iIy Accredited A,I-,' 2012-2017 'This email message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, contact the sender by reply email and destroy all copies of the original message. From: Suzanne Ochs(mailto:officemanager@merkwoodhomes.com] Sent: Monday, June 19, 2017 12:01 PM To: Plan Review Subject: Re: Forms for submittal - 5770 W 41st St, Wheatridge Dear Melissa, Thanks for your quick response. The property doesn't have a sprinkler system. We need to get a permit from the city, but we can't do this until we received the confirmation form that you have received the plans. Many thanks, Suzanne Ochs Office Manager Herkwood Homes PO Box 140219 Denver, CO 80214 Office: 303-888-3314 officemanagernmerkwoodhomes.com On Jun 16, 2017, at 4:32 PM, Plan Review <PlanReview cZ westmetrotire.org> wrote: Good afternoon Suzanne, We typically don't require permits for single family homes. Does this property have a fire sprinkler system in it? City of Wheat Ridge Building Permit Submittal List The following items are required for the Single- or two family building permit submittal for the property located at J 1-1 C i;i't 141.1 Ne If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: `g Three (3) full-sized (24" x 36") plans (Contents of plans detailed in the Single- and two-family handout) — yellow heading R Three (3) stamped sets of foundation plans. ❑ Three (3) copies of grading and erosion control plan. 5 oNt Y� S W+ti^on zt �b (�b fine (1) copy of a soils report. DOCUMENTATION: G�One (1) completed building permit application. '.One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. Lh�oof of utility availability (form provided by city). 2_6ne (1) building permit submittal list. ❑ One (1) Grade/Fill permit. The following items are required for the Commercial Of multi -family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre -application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: ❑ Four (4) full-sized (24" x 36") plans (Contents of plans detailed in the Commercial & Multi -family handout) — pink heading ❑ Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan ❑ Two (2) copies of a grading and erosion control plan ❑ Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: ❑ One (1) completed building permit application. ❑ One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). ❑ One (1) building permit submittal list. ❑ One (1) Grade/Fill permit. Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: J �� �"� °r� Xc Lot Size: I q 1 331- sq. ft. Property in the flood plain? Subdivision: 15)CvJoLA- Related Cases: �— Zoning: � — I A Lot Width: Too ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) 1i Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and Ian if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) New LC and site plan yes (FND) n 2' of setback if in floodplain Maximum Lot Coverage: 30 M u . X0A- , 1 txisting Improvements (footprints): Other: T Coverage s'q. ft. sq ft. sq. ft. sq. ft 5 110 1 sq. ft. Proposed Improvements (footprints): House/addition: Z,0 S sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 190 S 3 sq. ft Lot Coverage ... _ % Required Setbacks: FR 25 ' S 10 ' S to' R l S Provided Setbacks: FR 4 I S 1I , S 12 f -:� %g'*R 113 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: �— sq. ft. Proposed Height: X32 ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) IJ If yes, does it meet on all sides (Y/N): FR c —�, (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)?� If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. a' Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ onstruction of new roads LJPlatting of new lots ew 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/DUPLEXIs there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. M —Does the frontage meet current city standards? If not, streetscape constru - e require . Fees -in- ' kation or construction are due at the time Access Conditions (apply to all new driveways, garages, additions, or new homes/units) � For one and two-family dwellings, the first 25' of driveway area from the existing edge of ` \ pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. 1 ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. )d'In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. I41p, ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. P(For all uses, one access point per property is permitted. Landspping 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. Frontage of lot WO - width of driveway 1q— ) / 70 = 0 -'& (round up for required trees) Street trees required: Street trees provided: r\O+- SVIO--W\ N(100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. i 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. Dwell'ng Unit W7 Not approved as an independent dwelling unit. 'gAt'l 01,0-JV14l1-1 un �* �'V'C t , cp,^4 « r We rtk -n abwg- joarme cot,-,., o - kP %AU aT a^ o.ccZSJ"j a v_Mtti-1 City of SINGLE FAMIL '/DUPLEX off 1► c WORKS RLdBUILDING PERMIT APDLI CA 7'I®1V RE VIEW Date: — I - 1'e Location: -6770 Q V M/r ATTENTION: IIU LDING DIVISION I have reviewed the submitted application documents to construct a AZELAI 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: -70K refer to 2. Public Improvements required & to be completed with project: a. street paving/patching: Yes No b. curb & gutter: Yes � No c. sidewalk: Yes No d. Other (specify): Yes — No For items not constructed, the amount of funds taken in lieu of construction: , stipulations. Completed Completed Completed Completed 3. -4L Does all existing roadway/alley R.O.W. meet the standards of the City: yes If not, what is required? If R.O.W. is required, has the deed been received No Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance Of the Certificate of Occupancy. 4, APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan Da 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. 41 Stipulations: .1299k�Q V.2 W2A� 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of �Wheat -Midge BLIC WORKS CONDITIONS OF APPROVAL Address: 5770 West 41st Avenue Permit Number: 201801296 Public Works approval of this building permit is subject to the following conditions and notes: Public Improvements are required for this project by City Code, Section 26-417 E. d. Improvements to include construction of a 5' wide City standard sidewalk and curb and gutter along W. 4151 Avenue. As no curb, gutter and sidewalk currently exists along W. 41 st Avenue and the City regards the effort and cost of surveying, design and construction of these improvements by the applicant to be onerous and burdensome to the applicant. Public Works, therefore, directs Owner to not construct such improvements at this time, but requires that Fees in Lieu of construction be collected for future improvements in the amount of $4175.20 (refer to Fee Calculation Worksheet). The payment of funds shall be collected PRIOR to the issuance of the Building Permit. A ROW Construction Permit shall be required prior to commencement of any construction within the public ROW. Contact Public Works at 303-235-2861. MVN 5/24/18 IABuilding Permit Review\2018\5770 W 41 st Ave\CONDITIONS OF APPROVAL.docx FEE CALCULATION WORKSHEET Project: 5770 W. 41st Avenue Date: 5/24/18 Address: 5770 W. 41st Avenue By: Item Description Quantity Unit Unit Cost Item Cost 1 Excavation & Embankment Earthwork — rough grade — 7.5' wide 0.83 SY $ 5.98 $ 4.98 Earthwork — fine grade — 7.5' wide 0.83 SY $ 1.23 $ 1.03 2 Reconditioning Reconditioning & proofrolling — 7.5' wide 0.83 SY $ 1.97 $ 1.64 3 Sidewalk Concrete sidewalk — 6" thick and 5' wide 0.56 SY $ 43.02 $ 23.90 4 Curb & Gutter Vertical curb & gutter 1 LF $ 20.64 $ 20.64 Total cost per linear foot $ 52.19 FRONTAGE LENGTH W. 41st Ave. (C, G and S/W)J 80.01 LF Cost of sidewalk only $ 2,320.00 Cost of curb and gutter $ 1,855.20 Cost of curb, gutter and sidewalk $ 4,175.20 Note: Lengths estimated from applicant's mapping. Actual lengths may vary as determined by survey and will affect costs shown in this estimate. Fee Calculation Worksheet - 5770 W 41st Ave.xlsx City of heat City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW EEES Date: 5 124 /16 Location of Construction: 5 772 W. 4/ S), d i/!EzA It I G Purpose of Construction: ®Af��� , rA r=i Single Family Z Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $iao, JW (Requiredof all projects for document processing) Single Family Residence/Duplex Review Fee ..................................... $50.00 $ DDD Commercial/Muld-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 $ ® Traffic Impact Study Review Fee: (Fee includes reviews of the 1' and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: ............................................... _ $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: P submittal ('/2 initial review fee) :.................................................... $300.00 $ 4t" submittal (fill] initial review fee): .................. ..................... ........ $600.00 $ All subsequent submittals: ................................................................. $600.00-- (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): ta"L�l 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. gr t 5 Rev 12/12 City of W heat Edge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 4 ADDRESS: 6-770 In-! 4-&f ,d VEUUr-- 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 wwwxi.wheatridge.coms Rev 2/08 -i G) L/) r- S fl Z tD ID tQ o o rD G� :D { S r O d N _� �. rD CA�,�,� W o r) 70 V O ( n tn N n 3 3 to yn y N— L r) o N to tin N --� -, Q, N0 O .A to -4 O� .mss O (DD V1 m 1A 3• rD n.. m tD In IA fD N n a =. =' N (D N• ,-r D) O h_ o� 3 O �} fD cu � m o� o O ro m• n { • • fD n fD O If a. � r m m m it !D w O O lQ (D �_ a o � � C Q =7 O 90 (D P Q fp O OL c N Oh O V O n 3 3 to yn y N— L r) o N to tin N --� -, Q, N0 O .A to -4 O� .mss O (DD V1 m 1A 3• rD n.. m tD In IA fD N n a =. =' N (D N• ,-r D) O h_ o� 3 O �} fD cu � m o� o O ro m• n { • • fD n fD O If a. � r m m m it !D w O O lQ (D �_ a o � � C Q =7 O 90 (D P Q fp O OL IECC 2012 Performance Compliance QnergyLogic Property Organization ""°'""` Merkwood Homes EnergyLogic 5770 W 41st Ave Peter Oberhammer Inspection Status Wheat Ridge,. CO 80212 Results are projected Builder Merkwood Homes - 5770 W 41 st Av( Merkwood Homes Template - Merkwood Homes - 5770 Annual Energy Cost Design IECC 2012 As Designed Performance Heating $874 $825 Cooling $181 $203 Water Heating $174 $174 SubTotal - Used to determine compliance $1,229 $1,202 Lights & Appliances $1.022 $1,003 Onsite generation $0 $0 Total $2,252 $2,205 402.5 405.3 402.4.1.2 Performance-based compliance Air Leakage Testing Area -weighted average fenestration passes by 2 2% SHGC 404 402.5 403.2.2 Area -weighted average fenestration Duct Testing Lighting Equipment Efficiency LI -Factor Mandatory Checklist ✓. Design exceeds requirements for IECC 2012 Performance compliance by 2.2%. Name: Organization: Peter Oberhammer EnergyLogic Signature: f''� jz,/ Date: Apr 03. 2018 Ekotrope RATER -Version 2.2.4.1897 IECC 2012 Performance compliance results calculated using Ekotrope's energy algorithm which is a RESNET Accredited HERS Rating Tool Building Summary Property Organization Merkwood Homes Energy Logic 5770 VV 41st Ave Peter Oberhammer Wheat Ridge, CO 80212 Inspection Status Builder Results are projected Merkwood Homes - 5770 W 41 st Ave Merkvyood Hones Template - 6lerK%vood Homes - 5770 W 41 st Ave Perimeter Insulation General Building Information Number Of Bedrooms 4 Number Of Floors 2 Conditioned Floor Area [sq ft) 4.133 Unconditioned attached garage? Yes Conditioned Volume [cu. ft j 43,605 Total Units in Building 1 Residence Type Single family detached Model 5770 W 41stAve Community Wheat Ridge Basement Wall Name Library Type Height Above Grade Depth Below Grade Ambient R-19 Draped Full Garage R-19 Draped Full 1 B Basement Wali Library List Name Feet From Wall Top To Insulation Feet From Wail Top To Insulation Top Bottom R-19 Draped Fun NSA NrA Stab Perimeter QnergyLogic a nOly�lt int;p �I Location 141 5 Exposed Exterior 345 Exposed Exterior Is Fully Insulated Yes Name Library Type Perimeter Floor Grade Carpet R Exposed Surface Area Locatior Masonry Area basement Uninsulated 176 Below Grade 1 23 0 1.2120 sq ft Exposed Exterior Stab Library List Enclosing Conditioned Space Conditioned Space R 19 Enclosing Conditioned Space Name Wall Construction Type Slab Completely Underslab Insulation Perimeter Insulation Perimeter Insulation R Insulated? Width fft] Depth [ft] Value Uninsulated Wood Frame 1 Other No 0 C, 0 R 0 Building Summary Property Organization Merkwood Homes EnergyLogic 5770 W 41stAve Peter Oberhammer Wheat Ridge, CO 80212 Exposed Exterior Builder Merkwood Homes - 5770 W 41 st Ave Merkwood Homes Template - merkwood Homes - 5770 W 41 st Ave Framed Floor Name Library Type Surface Color ■■� ■ Cantilevers 12" R50 16"OC BF Grade 1 Location Back 2x6 2x6 R23 16" OC BF G1 Garage 12" R50 16"OC BF Grade 1 QnergyLogic avoir d,. im iu nr. anay.n. Inspection Status Results are projected Carpet R Floor Grade Surface Area Location 1 Above Grade 77.0 sq. ft Exposed Exterior Framed Floor Library List Name R 12" R5016"OC BF Grade 1 - 41.17981 Rim Joist Name Library Type Ambient Rim R 19.0 Garage Rim R 190 1 Above Grade 724 0 sq ft. Unconditioned attached garage Surface Area Location 213.9 sq ft Exposed Exterior 34.5 sq. ft. Unconditioned, attached garage I Rim Joist Library List Name R Wall Name Library Type Surface Color Surface Area Location Back 2x6 2x6 R23 16" OC BF G1 Dark 964A sq ft. Exposed Exterior Front 2x6 2x6 R23 16" OC BF G1 Dark 791.6 sq. ft. Exposed Exterior Garage 2x6 2x6 R23 16" OC BF G1 Medium 345.0 sq. ft Unconditioned attached garage 0 e(h� x6 2x6 R23 16" OC BF G1 Dark 1.071.3 sq. ft Exposed Exterior 6 ' �,zvvI 2 Building Summary Property Organization 1.lerkwood Homes Energy Logic 5770 VV 41 st Ave Peter Oberhammer Wheat Ridge. CO 80212 Glazing Builder MerktiwoodHomes - 5770 W 41 st Ave Mei-Mood Homes Template - Merkwood Homes - 5770 1'U 41 st Ave Name Library Type Right 2x6 2x6 R23 1G' OC BF G1 Wail Library List Library Type Wall Assignment Name Overhang Ft To R Inspection Status Results are protected Surface Color Surface Area Dark 1 2201 sq ft QnergyLogic anoi r.�• �napnr on.W.n Location Exposeo Exterior 2x6 R23 16" OC BF G1 18.49835 Glazing Name Library Type Wall Assignment Basement Wall Overhang Depth Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Top Bottom Back 2x6 35/ 35 Back 2x6 0 0 0 South 1410 sq Q Front 2x6 35 ; 35 Front 2x6 0 0 r_, North 97 5 sq ft Left 2x6 351,35 Left 2x6 0 0 _ East 48.0 sq It Left bsmt 35 i 35 Ambient 0 0 0 East 18.0 sq ft. Right 2x6 35; 35 Right 2x6 0 0 0 ,vest 623 sq ft Right bsmt 35/ 35 Ambient 0 0 0 ':'rest 28 0 sq ft Upper Back 2x6 35 � 35 Sack 2x6 0 0 0 South 388 sq ft Upper Front 2x6 35/ 35 Front 2x6 0 0 0 North 177 0 sq ft Upper Left 2x6 35/.35 Left 2x6 0 0 0 East 107.5 sq ft. Upper Right 2x6 .35/ 35 Right 2x6 0 0 0 West 70.0 sq ft Gl"ng LU racy Llst Name 35/ 35 rZ Shgc R 0.35 2 35714 9 Building Summary Property Organization Merkwood Homes EnergyLogic 5770 W 41st Ave Peter Oberhammer Wheat Ridge. CO 8D212 Builder Merkwood Homes - 5770 W 41 st Ave tvlerkwood Homes Template - Merkwood Homes - 5770 W 41 st Ave Skylight None Present Skylight Library List None Present Opaque Door Inspection Status Results are projected QnergyLogic anolYfi�. in rlp�r. on�r�rr Name Library Type Wall Assignment Basement Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Entry 2x6 R 6.2 no storm Front 2x6 0.9 0-75 Medium 20.0 sq. ft Exposed Exterior Garage 2x6 2-1/4 Wd solid Garage 2x5 0.9 0.75 Aledium 18.0 sq. ft Exposed Exterior core Opaque Door Library List Name R 2-1/4 Wd solid core 2.80002 R 6 2 no storm 620001 Roof Insulation Name Library type Roof -Deck Area [sq. ft.] Clay or Concrete Roof Tiles attic R20.3 + R19 Batt 2,072.6 No Roof Insulation Library List Name Has Radiant Barrier R20.3 + R19 Batt No Surface Color Surface Area Location Me(lwm 2,072.6 sq. M Vaulted Roof R 38.07259 4 Building Summary Property Merkwood Homes 5770 W 41stAve Wheat Ridge- CO 80212 fvlerkwoodHomes - 5770 W 41 st Ave Template - Merkwood Homes - 5770 W 41 st Ave Whole House Infiltration Infiltration 1 3 AC H at 5-0 Pa Organization EnergvLogic Peter Ooemammer Inspection Status Builder Results are projected Merkwood Homes Measurement Type Shelter Class Blower -door tested Mechanical Ventilation Ventilation Type Ventilation Rate [Cubic Feet Operational hours per day /Minute] Exhaust Onh, 79 24 Lighting Interior Efficient Lighting 85 Onsite Generation QnergyLogic Fan Watts Runs once every three Energy Recovery Percenl hours 15 v Yes 0 Exterior Efficient Lighting % Garage Efficient Lighting 0 None Present Onsite Generation Library List None Present Solar Generation None Present Solar Generation Library List None Present 0 5 Building Summary Property Organization Merkvood Homes EnergpLogic 5770 W 41st Ave Peter Obertlammer Wheat Ridge. CO 80212 13 SEER Cooling Capacity [kBtu/h] Builder Merkwood Homes - 5770 W 41 st Ave merkwood Hones Template - merkwood Homes - 5770 V1 41st Ave Conditioning Equipment Name Library Type Air conditioner (3) 13SEERJ426TU 3.5 ton Fuel -fired air 92 1 AFUE J 100K distribution (2) Water Heating (1) wTankless 94 EF Equipment Type: 13SEER/42BTU 3.5 ton Inspection Status Results are projected Heating Percent Load 0,7 Cooling Percent Load 100°'0 QnergyLogic Hot Water Percent Load 0% 100% 0% 0% 0' o Motor Type 100% Fuel Type Electric Distribution Type Forced Air Motor Type Single Speed (PSC) Cooling Efficiency 13 SEER Cooling Capacity [kBtu/h] 42 Equipment Type: 92.1 AFUE / 100K Fuel Type Natural Gas Distribution Type Forced Air Motor Type Single Speed (PSC) Heating Efficiency 92 1 AFUE Heating Capacity [kBtu/h] 92 Use default EAE No EAE [kWh] 878 r - Equipment Type: WTanitiess .94 EF Fuel Type Natural Gas Distribution Type Hydronic Delivery Hot Water Efficiency 0.94 Energy Factor Tankless? Yes N Building Summary QnergyLogic Property Organization ... Y- -0 1 �• Merkwood Hanes Energy Logic 5770 W 41stAve PeterObemammer Wheat Ridge. CO 80212 Inspection Status Builder Results are projected Nierkwood Hanes - 5770 W 41st Ave Merkuvood Homes Template - Merkmod Homes - 5770 W 41st Ave Distribution System Distribution Type Forced Air Heating Equipment Fuel -Fred air distribution (2) Cooling Equipment Air conditioner (3) Sq Feet Served 4133 # Return Grilles 4 Supply Duct R Value 0 Return Duct R Value 0 Supply Duct Area [sq. ft ] 111591 Return Duct Area [sq. ft j 826.6 Duct Leakage to Outdoors (CFM25) 1 Total Leakage [CFM&nbsp;@&nbsp,25Paj 1 Total Leakage Duct Test Conditions Post -Construction Use Default Flow Rate Yes Duct 1 Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Ceiling Fan Has Ceiling Fan No --- _ . Cfm Per Watt 100 - --- L Water Distribution k xture Type Low -flow ault Hot Water Pipe Length No er Pipe Length [ft] 80 R3 Pipe Insulation? No er Recirculation System? No aLgn System Pipe Loop Length [ft] 170 ater Hbt Recovery? No � 7 Building Summary Property Glerkwood Homes 5770 W 41 st Ave Wheat Ridge. CO 80212 Merkwood Hanes - 5770 W 41 st Ave Template - Menmmod Homes - 5770 W 41 st Ave Clothes Dryer Fuel Type Cef Field Utilization Clothes Washer Label Energy Rating Electric Rate Annual Gas Cost Gas Rate Capacity Imef Kitchen Appliances Dishwasher Size Dishwasher Energy Factor Range/Oven Fuel Convection Oven? Induction Range? Refrigerator Consumption Organization EnergpLogtc Peter ObeMammer Builder t,1erkv,00d Homes Electric 2.32174 Timer Controls 487 kWh/Year $0 O8/kWh $23.00 $O 69iTherm 32 080737 Standard Electric No No 775 kWh/Year Inspection Status Results are projected {E)nergyliogic an of y�i� —Igh, Architecture — Structural Geotechnical ROCKY MOUNTAIN GROUP Materials Testing Forensic Civil/Planning SUBSURFACE SOIL INVESTIGATION 5770 W 41st Av Wheat Ridge, Colorado PREPARED FOR: 5770 W 41st, LLC PO Box 140219 Denver, CO 80214 JOB NO. 163226 March 21, 2018 Respectfully Submitted, Reviewed by, RMG — Rocky Mountain Group RMG — Rocky Mountain Group Off' 1'.00 o :04� 3121/'18 10 v I. 4' 0053145 G. �SS�ONAL E� Matthew Meier E.I.T. Forrest K. Wright, P.E. hA C"Jyof Geotechnical Staff Engineer Sr. Geotechnical Project Engineer Southern Office: Central Office: Northern Office: Fort Collins: 970-616-4364 Colorado Springs, CO 80918 Englewood. CO 80112 Evans, CO 80620 Monument: 719.488.2145 719.548.0600 303.688.9475 970330.1071 Woodland Park: 719.687.6077 www.rmgengineers.com 5770 W 41st Av Wheat Ridge, Colorado Scope of Investigation This report presents Rocky Mountain Group's (RMG's) geotechnical engineering findings and recommendations to support design and construction of a single family residence. RMG drilled two test borings at the above -referenced address on March 2, 2016. An aerial photograph of the current site and approximate boring locations is presented in Figure 1, Aerial Site Map. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources. The recommendations in this report are contingent upon an open excavation observation being completed by RMG prior to construction of the foundation in order to verify subsurface conditions for the specific excavated site. Site Description The site is located in an established residential development. The site is currently developed and occupied by a single family residence. We assume that the existing structure will be demolished as part of this project. Proposed Construction The project consists of the construction of a two-story single family residence with attached garage and basement. The structure will be of wood -frame construction with stone, brick, stucco or similar type veneer. We anticipate that the structure will be established within about 1 to 2 feet of the existing grades. Subsurface Conditions No significant soils containing organics (topsoil) or non -engineered fills were encountered or observed at the site surface. From the surface, very loose to medium dense, non -plastic silty sand was encountered to approximately 10 feet below the existing ground surface. The surficial sand soils are underlain by medium plastic, medium stiff to stiff sandy clay that extends to approximately 17 to 21 feet deep. The results of laboratory testing indicate that the clay soil exhibits a low swell potential. The clay soils are underlain by clayey sandstone and claystone that extends to the maximum depths explored. The results of laboratory testing indicate that the claystone exhibits a low swell potential. Groundwater was encountered at 20 feet in TH-1 and at 15 feet in TH-2 at the time of drilling. However, when checked one day subsequent to drilling, groundwater was encountered at 15 feet in TH- 1 and at 13 feet in TH-2. Fluctuations in groundwater and subsurface moisture conditions may occur due to variations in rainfall and other factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the engineer's classification of samples. Lines shown on the logs represent the approximate boundary RMG - Rocky Mountain Group 2 RMG Job No. 163226 5770 W 41 st Av Wheat Ridge, Colorado between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results are presented in Figures 2 through 4. Soil Classification Data is presented in Figure 5. Swell/Consolidation Test Results are presented in Figures 6 and 7. Demolition This project will include demolition of an existing residence that currently occupies the site. Demolition should include complete removal of the structure and all associated concrete elements including any basement walls and slabs. Remnants from demolition activities should be removed from the site. Holes or voids resulting from removal of buried obstructions that extend below finish grade should be backfilled with compacted structural fill. We recommend the fill placed in the excavation within 4 feet of the perimeter of the new foundation components be observed and tested as structural fill during placement, as indicated under the Structural Fill section of this report, to ensure proper compaction. Summary of Findings The results of this investigation indicate that the site is suitable for the proposed construction, provided the recommendations presented herein are implemented and appropriate construction practices are followed. We anticipate that the footings will extend into the silty sand approximately 3 to 8 feet below the existing ground surface. Loose soils were encountered in the test borings at foundation bearing levels. They will require removal (overexcavation) and recompaction as structural fill to a depth which results in at least 2 feet of compacted structural fill below foundation components and floor slabs. Structural fill may consist of the on-site sand soil or imported material. Imported materials should be approved for use prior to importing to the site. The zone of overexcavation and replacement should extend at least 2 feet beyond the building perimeter, including beyond the perimeter of counterforts and "T" wall footings. The structural fill should be observed and tested during placement as indicated under the Structural Fill section of this report, to ensure proper compaction. Foundation Recommendations A spread footing foundation supported on compacted structural fill is suitable for the proposed structure. A maximum allowable bearing pressure of 2,000 psf with no minimum dead load requirement may be used for design. Under no circumstances may the footings be established over non -engineered fill, construction debris, topsoil, or frozen soils or within ponded water. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection. The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the foundation design engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the geotechnical engineer. The foundation design engineer should be contacted regarding the foundation configuration. �J �R} �l r '96. RMG — Rocky Mountain Group 3 RMG Job 5770 W 41st Av Wheat Ridge, Colorado Open Excavation Observation During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction. It is recommended that excavation equipment remain on-site until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost. Interior Floor Slabs Vertical slab movement on the order of three inches is considered possible for soils/bedrock of low expansion potential and for structural fill after recommended overexcavation. In some cases, vertical movement may exceed this range. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used. Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Interior Partitions Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of at least 1-1/2 inches is recommended beneath non-bearing partitions. The void may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement. Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system. Lateral Earth Pressure Parameters Foundation walls should be designed to resist lateral earth pressures. For granular, non -expansive backfill materials, we recommend an equivalent fluid pressure of 45 pcf be used for design. Expansive soils or bedrock should not be used as backfill against foundation walls. The above lateral earth pressure applies to level, drained backfill conditions. for sloping/undrained conditions should be determined on an individual basis Equivalent FI Pressy�es L-� 1 , f RMG — Rocky Mountain Group 4 RMG Job No. 163226 5770 W 41st Av Wheat Ridge, Colorado Site Grading The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill. Site Preparation Prior to construction, the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. The existing soil stockpile is considered unsuitable material and will require removal within construction area. Care should be taken to reduce drying of the subgrade soil below the foundation during construction. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is reduced. During wet weather earthen berms, swales, or other means should be used to direct water away from excavations. Water that accumulates in excavations should be pumped out or otherwise removed and these areas should be allowed to return to their "natural" moisture condition before resuming construction. Structural Fill Areas to receive structural fill should be scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698) prior to placing structural fill. Structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. Based on the field explorations and the laboratory testing, the existing on-site silty sand may be acceptable for use as structural fill. This material should generally be free of topsoil, organics, debris, particles greater than 3 inches in diameter, and other deleterious materials. Once excavated and processed, on-site soils to be used as structural fill should be separated and stockpiled to be evaluated by the project geotechnical engineer for suitability. Structural fill shall consist of granular, non -expansive material, and it should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698. The materials should be compacted by mechanical means. Earthwork operations should be observed and compaction of structural fill materials should be tested by the project's geotechnical consultant. It is the responsibility of the builder or contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of a fill sample, or certify the fill material. Early testing is recommended to demonstrate that placement and compaction methods are achieving the required compaction for the entire depth of fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved required performance. „yam c.; RMG —Rocky Mountain Group 5 RMG Job �6d226,. k 5770 W 41st Av Wheat Ridge, Colorado Exterior Backfill Backfill should generally be free of topsoil, organics, particles greater than 4 inches in diameter, debris, or other deleterious material. Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density. Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site. The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction. Surface Grading and Drainage The ground surface should be sloped from the building with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10 -foot zone. If a 10 -foot zone is not possible on the upslope side of the structure, then a well-defined Swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. Homeowners should maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls should be limited to those with low moisture requirements; and irrigated grass should not be located within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended. Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements. The recommendations listed in this report are intended to address normal surface drainage conditions, assuming the presence of groundcover (established vegetation, paved surfaces, and/or structures) throughout the regions upslope from this structure. However, groundcover may not be present due to a variety of factors (ongoing construction/development, wildfires, etc.). During periods when groundcover is not present in the "upslope" regions, higher than normal surface drainage conditions may occur, resulting in perched water tables, excess runoff, flash floods, etc. In these cases, the ,surface drainage recommendations presented herein (even if properly maintained) may not miigate all groundwater problems or moisture intrusion into the structure. We recommend that the site plan be RMG — Rocky Mountain Group 6 RMG Job No. 5770 W 41 st Av Wheat Ridge, Colorado prepared with consideration of increased runoff during periods when groundcover is not present on the upslope areas. Perimeter Drain A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail is presented in Figure 8. A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. Underslab Drain Shallow groundwater conditions were encountered in the test borings drilled for this investigation. Depending on the conditions observed at the time of the Open Excavation Observation, an underslab drainage layer may also be recommended to help intercept groundwater before it enters the slab area should the groundwater levels rise. In general, if groundwater was encountered within 4 to 6 feet of the proposed basement slab elevation, an underslab drain should be anticipated. Careful attention should be paid to grade and discharge of the drain pipe. A typical drain detail is presented in Figure 9. It must be understood that the drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. Concrete Type I/II cement is recommended for concrete in contact with the subsurface materials. Calcium chloride should be used with caution for soils with high sulfate contents. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI. General Remarks The recommendations provided in this report are based upon the subsurface conditions encountered in the test borings, anticipated foundation loads, and accepted engineering practices and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations. RMG — Rocky Mountain Group 7 RMG .lob No. 163226 5770 W 41 st Av Wheat Ridge, Colorado The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure. Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and are intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils. RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations. Senate Bill 13 This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing. The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements. The homeowner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey. This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied. If we can be of further assistance in discussing the contents of this report or analysis of the proposed project, from a geotechnical engineering point -of -view, please feel free to contact us. C;ty RMG - Rocky Mountain Group 8 RMG Job a Bald'_ .-:.*�'z _�. , #ii► * APPROXIMATE TEST BORING LOCATIONS N W E 7 S Southern office JOB. No. 163226 ARCHITECTS Colorado Spdngs,C0 80918 AERIAL SITE MAP C1 entra19) ali FIG. No. 1 M Englewood, CO 80112 5770 W 41 ST AVE ENGINEERS (303) 888-9475 DATE: 03!20/2018 _ Worthe/Evan: WHEAT RIDGE, COLORADO ROCKY MOUNTAIN GROUP (970)GreeleyD-1071 ,co 80820 �s7ol �0-1071 SOILS DESCRIPTION CLAYSTONE SANDSTONE fflo SANDY CLAY lu SILTY SAND UNLESS NOTED OTHERWISE, ALL LABORATORY TESTS PRESENTED HEREIN WERE PERFORMED BY: RMG - ROCKY MOUNTAIN GROUP 14 INVERNESS DR. EAST, SUITE E-136 ENGLEWOOD, COLORADO SYMBOLS AND NOTES STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). A UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED), SZ FREE WATER TABLE III DEPTH AT WHICH BORING CAVED eBULK DISTURBED BULK SAMPLE i4.� l AUG AUGER "CUTTINGS" 4.JJ5 WATER CONTENT (%) ROCKY MOUNTAIN GROUP -77 ARCHITECTS W- a R 1VI C �_` .� SVuctural Materials Testlrg Earensks CMI, Flannin9 ENGINEERS caorem se _ 1- -1 o(r ei 2910 Austin au %M y Colwalo 9prgs. Cp 80918 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO JOB No. 163226 EXPLANATION OF FIGURE No. 2 TEST BORING LOGS DATE 3/20/18 TEST BORING: TH-1 DATE DRILLED: 3/2/16 REMARKS: GROUNDWATER @ 15.0' 3/3/16 w J O w Q u_ w ?� OJ c0 0 z 0 x TEST BORING: TH-2 DATE DRILLED: 3/2/16 REMARKS: GROUNDWATER @ 13.0' 3/3/16 H w 0 O w a Q LL w a _jU) 0 °o 0 z LU z r 3 Silty Sand - fine sand, Silty Sand - fine sand, non -plastic, dark brown, very non -plastic, brown, loose to loose to loose, moist medium dense, moist 5 3 10.6 5 10 10 9 10 15 0 Sandy Clay - fine sand, medium Sandy Clay - fine sand, medium plastic, brown, stiff, moist to wet plastic, brown, medium stiff, moist to wet 15 _ 17 18.3 15 9 24., Clayey Sandstone - light brown, weathered, moist to wet 20 i ----- 20 z9 1 s.: Claystone - brown, weathered to medium hard, moist to wet 25 30 58 28.7 i i ROCKY MOUNTAIN GROUP ARCHITECTS fvcNkqu K I U GeMeNnical StiucW,el Mxfxlab Testing Faransia CivB, PlanNnp ENGINEERS Ca_. s__ 1 oma, 3910 nustin Ru Pa , Cobr Svr 'COM 8 (719) 848-0SW TEST BORING LOGS JOB No. 163226 FIGURE No. 3 DATE 3/20/18 ROCKY MOUNTAIN GROUP ARCHITECTS ire�ral R M G sr�n�r� Forensks ENGINEERS cao..eo s�•,Cdoo,.m orcw,l X " 1 �R. Colorado Spllgs. CO N81 (I19)94 SOMM SOUTHERN COLORA00, DENVER METRO. NORTHERN COLORACO M� SUMMARY OF MabrYla Testlre LABORATORY TEST CMI, Flenni'p RESULTS JOB No. 163226 FIGURE No. 4 PAGE 1 OF 1 DATE 3/20/18 Test Boring No. Depth Water Content (%) Density (pct Liquid Limit Plasticity Index ° Retained No.4 Sieve FHA passing No. Expansion 200 Sieve Pressure %Swell/ Collapse USCS Classification TH-1 4.0 10.6 106.5 NP NP 0.0 23.8 -0.4 SM TH-1 14.0 18.3 109.7 0.1 TH-1 29.0 28.7 94.8 59.9 1.1 TH-2 9.0 NP NP TH-2 14.0 24.4 43 27 0.0 52.1 CL TH-2 19.0 16.2 21.7 ROCKY MOUNTAIN GROUP ARCHITECTS ire�ral R M G sr�n�r� Forensks ENGINEERS cao..eo s�•,Cdoo,.m orcw,l X " 1 �R. Colorado Spllgs. CO N81 (I19)94 SOMM SOUTHERN COLORA00, DENVER METRO. NORTHERN COLORACO M� SUMMARY OF MabrYla Testlre LABORATORY TEST CMI, Flenni'p RESULTS JOB No. 163226 FIGURE No. 4 PAGE 1 OF 1 DATE 3/20/18 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 3 1.5 1 3/4 1/23/8 4 10 20 40 100 200 100 90 =80 C7 -- LU70 C060 (D z 050 Q a z40 Lu 0-130 w a 20 - - 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES ee COBBLES SILT OR CLAY coarse fine coarse medium fine Test Boring Depth (ft) Classification LL PL PI • TH-1 4.0 SILTY SAND(SM) NP NP NP m TH-1 29.0 A, TH-2 14.0 SANDY LEAN CLAY(CL) 43 16 27 * TH-2 19.0 Test Boring Depth (ft) %Gravel %Sand %Silt %Clay • TH-1 4.0 0,0 76.2 23.8 m TH-1 29.0 59.9 A, TH-2 14.0 0,0 47.9 52.1 * TH-2 19.0 21.7 ROCKY MOUNTAIN GROUP ARCHITECTS Arwian��rai r omonrew 6hvclurN RMG MdferlaH Testiiq Faensks CMI. Ranniip ENGINEERS Cdaado 8mnos,Cwvorefe O/ficel ]910 hstn BIUHs Porkvmy Cdaarb 8pnys, CO 80918 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO JOB No. 163226 SOIL CLASSIFICATI®NI FIGURE No. 5 DATA DATE 3/20/18 3 2 z 1 0 U) z 0 a a x LU -1 0 z o -2 U) w 0-1 a -3 0 U -4 5 -6 100 APPLIED �R000 RE -PSF 10,000 PROJECT: 5770 W 41st Ave Wheat Ridge, Colorado SAMPLE LOCATION: TH-1 @ 4 FT SAMPLE DESCRIPTION: Silty Sand NATURAL DRY UNIT WEIGHT: 106.5 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 10.6% PERCENT SWELUCOMPRESSION: - 0.4 4 ROCKY MOUNTAIN GROUP ARCHITECTS Nsctrh�ibadu txel fxh—nrs' l RM �CGieo1 Fmk ENINEERS Tm 2910 Austin BIWIs Pmkway 3 2 1 z 0 z 0 a a X LU -1 0 z 0 -2 LU LU a a -3 0 01 -4 -5 -6 100 00 APPLIED 4RE -PSF 10,000 PROJECT: 5770 W 41st Ave Wheat Ridge, Colorado SAMPLE LOCATION: TH-1 @ 14 FT SAMPLE DESCRIPTION: Sandy Clay NATURAL DRY UNIT WEIGHT: 109.7 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 18.3% PERCENT SWELUCOMPRESSION: 0.1 SWELL/CONSOLIDATION TEST RESULTS JOB No. 163226 FIGURE No. 6 DATE 3/20/18 ROCKY MOUNTAIN GROUP ARCHITECTS Nsctrh�ibadu txel fxh—nrs' l RM �CGieo1 Fmk ENINEERS 2910 Austin BIWIs Pmkway CobnEo Sgigs, CO 0919 m91 sae.ceao SWELL/CONSOLIDATION TEST RESULTS JOB No. 163226 FIGURE No. 6 DATE 3/20/18 4 3 2 z 1 0 z 0 Q a x w -1 0 z 0 U) -2 U) Lu cr -3 0 U -4 -5 --------------- I ------- —]—� -6 100 APPLIED PRESSURE000 -PSF 10000 PROJECT: 5770 W 41st Ave Wheat Ridge, Colorado SAMPLE LOCATION: TH-1 @ 29 FT SAMPLE DESCRIPTION: Claystone NATURAL DRY UNIT WEIGHT: 94.8 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 28.7% PERCENT SWELUCOMPRESSION: 1.1 ROCKY MOUNTAIN GROUP ARCHITECTS aaRaaaracaocac�micai F 1 m Ma�aiela inGnp �.a=� R D Rknafp ENGINEERS Cala-.CO Sonans: ICoraorafe 0— SOUTHERN METRO COLORADO, DENVER METRO, NORTHERN COL - JOB No. 163226 SWELL/CONSOLIDATIONI FIGURE No. 7 TEST RESULTS DATE 3/20/18 3" MIN PERFORATED p PIPE (U.N.O.) GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON—PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. Southern Office ARCHITECTS Colorado Springs,CO RMG80918 Central (719)548-0600 Central Office: ENGINEERS Englewood, CO 80112 (303) 688-9475 Northern Office: ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620 (970) 330-1071 SPREAD FOOTING PERIMETER DRAIN FIG No: -8 EXTERIOR BACK FILL j 10" MIN 3" MIRAFI0 140N GEOTEXTILE OR EQUIVALENT \ j MIN — WRAP BOTTOM EDGE ALONG zo a� 3" POLYETHYLENE FILM AND WRAP TOP EDGE z MIN ALONG FOOTING (AS SHOWN) o POLYETHYLENE FILM SEALED TO WALL AND z _j / \ EXTENDED AROUND BOTTOM OF GRAVEL D < �< COLLECTOR AS SHOWN a e a \\ THE WIDTH OF SLOTTED Q a PERFORATIONS OR 1.5X THE 3" MIN PERFORATED p PIPE (U.N.O.) GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON—PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. Southern Office ARCHITECTS Colorado Springs,CO RMG80918 Central (719)548-0600 Central Office: ENGINEERS Englewood, CO 80112 (303) 688-9475 Northern Office: ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620 (970) 330-1071 SPREAD FOOTING PERIMETER DRAIN FIG No: -8 j 10" MIN 3" MIRAFI0 140N GEOTEXTILE OR EQUIVALENT \ MIN — WRAP BOTTOM EDGE ALONG 3" POLYETHYLENE FILM AND WRAP TOP EDGE z MIN ALONG FOOTING (AS SHOWN) GRAVEL COLLECTOR: GRAVEL SIZE TOBE AT LEAST 2X THE WIDTH OF SLOTTED PERFORATIONS OR 1.5X THE DIAMETER OF ROUND FOOTING a ,`/ PERFORATIONS z 3" MIN PERFORATED p PIPE (U.N.O.) GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON—PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. Southern Office ARCHITECTS Colorado Springs,CO RMG80918 Central (719)548-0600 Central Office: ENGINEERS Englewood, CO 80112 (303) 688-9475 Northern Office: ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620 (970) 330-1071 SPREAD FOOTING PERIMETER DRAIN FIG No: -8 EXTERIOR BACK FILL °Dn \ "CLEAN" GRAVEL D ' o' \\ CONTAINING VERY FEW FINES. o \ — SEE PERIMETER DRAIN DETAIL (3/4" GRAVEL, TYP.) o \ FOR SPECIFIC 12" MIN, LL INFORMATION \ 12" MIN 18" MAX -7—] CONCRETE SLAB', � B D FOOTING d� SLOPE TO DRAIN � ° � �\ \\ j\\\ SLOPE DRAIN TO MIRAFI' 140N GEOTEX'TILE\\ OR EQUIVALENT 3" DIAMETER RIGID PERFORATED PIPE CONNECTED (AS SHOWN) TO A SUITABLE GRAVITY OUTFALL SUCH AS AN UNDERDRAIN LOCATED IN THE UTILITY TRENCH IN THE STREET WITH A MIN. GRADE OF PIPE = 1.5%. IF A FREE GRAVITY OUTFALL CANNOT BE ACHIEVED, A SUMP PIT AND PUMP SHOULD BE PROVIDED. GENERAL NOTES: 1. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON -PERFORATED PIPE. 2. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 3. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 4. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 5. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. Southern Office ARCHITECTS ColoradoSprings,CO RfAG80918 Centra (719) 548-0600 Central Office: ENGINEERS Englewood, CO 80112 (303)688-9475 Northern Office: ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620 (970)330-1071 UNDERSLAB DRAIN I FIG No. -'9--' Project Summar Job: 5770 W 41ST AVE •"� " � � Y Date: APRIL 06, 2018 STEEL•T Entire House By: JOHN C. l(uwnma x STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE ,t lli ('f Y!YfllTlt)\I\Yi 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Proaect Information For: MERKWOOD HOMES Notes: WHEAT RIDGE BUILDING DEPT PLAN DATE:03/19/2018 Design Information Weather: Denver Stapleton Int'I AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 91 'F Inside db 70 'F Inside db 75 'F Design TD 69 'F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 46717 Btuh Structure 29085 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (84 cfm) 5278 Btuh Central vent (84 cfm) 1224 Btuh Humidification 1648 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 53644 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.96 Infiltration sensible 29097 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 183 Btuh Ducts 0 Btuh Central vent (84 cfm) -1849 Btuh Heating Cooling Area (ft2) 3932 3932 Equipment latent load 183 Btuh Volume (ft') 39815 39815 Air changes/hour 0.13 0.07 Equipment Total Load (Sen+Lat) 29280 Btuh Equiv. AVF (cfm) 86 46 Req. total capacity at 0.70 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 *t A3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtstsol°t^8-Apr 07:56 6 Rig ht -Suite® Universal 2018 18.0.11 RSU03108 P e 1 AM ..RKWOOD HOMES\LOAD S\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N tea\ Project Summary Job: 5770 W 41ST AVE 1 7 Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C. uuAnvu z STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE AIX f'f).\IIITISI\IVIi 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad(dsteelt.com Web: www.steelt.com Proiect Information For: MERKWOOD HOMES Notes: WHEAT RIDGE BUILDING DEPT PLAN DATE:03/19/2018 Design Information Weather: Denver Stapleton Int'I AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 91 °F Inside db 70 of Inside db 75 °F Design TD 69 °F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26019 Btuh Structure 15452 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (84 cfm) 5278 Btuh Central vent (84 cfm) 1224 Btuh Outside air Outside air Humidification 3564 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34862 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.96 16009 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality TI Fireplaces 1 (Tight) Structure -387 Btuh Ducts 0 Btuh Central vent (84 cfm) -1849 Btuh Heating Cooling Outside air Area (ft') 2316 2316 Equipment latent load 0 Btuh Volume (ft') 24862 24862 Air changes/hour 0.12 0.06 Equipment Total Load (Sen+Lat) 16009 Btuh Equiv. AVF (cfm) 50 27 Req. total capacity at 0.85 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Comfort 92 Single -Stag... Trade 13 SEER AC Model 59SC2C060S17--16 Cond CA13NA024BNOOF AHRI ref Coil CNPVP2417ALA++TDR AHRI ref 0 Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 19380 Btuh Heating output 44800 Btuh Latent cooling 3420 Btuh Temperature rise 58 °F Total cooling 22800 Btuh Actual air flow 855 cfm Actual air flow 855 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +� wr1ghtsoft- Right -Suite® Universal 2018 18.0. 11 RSU03108 2018 -Apr -12 07:56:26 Page 2 AC.GA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = W8 Front Door faces: N Project Summar Job: 5770 W 41ST AVE Y Date: APRIL 06, 2018 STEEL•T UPPER 1 By: JOHN C. riunnry t a STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE nen aorvnnovwu 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt,com Web: www.steelt.com Proiect Information For: MERKWOOD HOMES Notes: WHEAT RIDGE BUILDING DEPT PLAN DATE:03/19/2018 Design Information Weather Winter Design Conditions Outside db 1 °F Inside db 70 °F Design TD 69 °F Heating Summary Structure 13624 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) H Humidification 484 Btuh Piping 0 Btuh Equipment load 14108 Btuh Infiltration Denver Stapleton Int'IAP, CO, US Method Simplified Construction quality Tight Fireplaces 1 (Tight) Heating Cooling Area (ft2) 1143 1143 Volume (ft3) 10696 10696 Air changes/hour 0.14 0.08 Equiv. AVF (cfm) 25 14 Heating Equipment Summary Make Carrier Trade Carrier Comfort 92 Single -Stag... Model 59SC2C040S17--12 AHRI ref Efficiency 92.1 AFUE Heating input 40000 Btuh Heating output 29600 Btuh Temperature rise 59 °F Actual air flow 555 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.80 in H2O Space thermostat Summer Design Conditions Outside db 91 °F Inside db 75 °F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Sensible Cooling Equipment Load Sizing Structure 9393 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipmenf load 0.96 sensible 9017 Btuh Latent Cooling Equipment Load Sizing Structure 501 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 501 Btuh Equipment Total Load (Sen+Lat) 9518 Btuh Req. total capacity at 0.85 SHR 0.9 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CA13NA018BNOOEO Coil CNPVP2417ALA++TDR AHRI ref 9204573 Efficiency 11.0 EER, 13 SEER Sensible cooling 15045 Btuh Latent cooling 2655 Btuh Total cooling 17700 Btuh Actual air flow 555 cfm Air flow factor 0.059 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 A-11- wrightsoft- 2018 -Apr -12 07:56:26 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACCK ..RKWOOD HOMES\LOAD S\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N ProjeProt Summar Job: 5770 W 41STAVE ct y Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. uunTixo r STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Proiect Information For: MERKWOOD HOMES Notes: WHEAT RIDGE BUILDING DEPT PLAN DATE:03/19/2018 Design Information Weather: Denver Stapleton Int'I AP, CO, US Winter Design Conditions Summer Design Conditions Outside db 1 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 69 °F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 7074 Btuh Structure 4240 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none)(none) Humidification 212 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7286 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.96 4071 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 69 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) 69 Btuh Area (ft2) 473 473 Equipment latent load Volume (ft') 4257 4257 Air changes/hour 0.16 0.08 Equipment Total Load (Sen+Lat) 4140 Btuh Equiv. AVF (cfm) 11 6 Req. total capacity at 0.85 SHR 0.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Comfort 92 Single -Stag... Trade CARRIER AIR CONDITIONING Model 59SC2C040S14--10 Cond CA13NA018BNOOEO AHRI ref Coil CNPVP1814ALA++TDR AHRI ref 9204540 Efficiency 92.1 AFUE Efficiency 10.5 EER, 13 SEER Heating input 40000 Btuh Sensible cooling 14790 Btuh Heating output 29600 Btuh Latent cooling 2610 Btuh Temperature rise 54 °F Total cooling 17400 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.085 cfm/Btuh Air flow factor 0.141 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018 -Apr -12 07:56:26 .,...........,,...,._,.__.,....,,..., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACCA....RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Load Short Form Job: 5770 W 41ST AVE STEEL 1 Date: APRIL 2018 Entire House By: JOHN C. STEEL T HEATING &AIR CONDITIONING Plan: 5770W41STAVE All'������»,.�� 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vvm.steelt.com Project• • For: MERKWOOD HOMES Design Information Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 69 16 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -39 HEATING EQUIPMENT Area COOLING EQUIPMENT Clg load Make n/a Clg AVF Make n/a (Btuh) (Btuh) Trade n/a (cfm) UPPER 1 Trade n/a 13624 9393 Model n/a 555 MAIN Cond n/a 26019 15452 AHRI ref n/a 855 UPPER 2 Coil n/a 7074 4240 600 600 Entire House AHRI ref n/a 46717 29085 Efficiency n/a Other equip loads Efficiency n/a 1224 Heating input Equip. @ 0.96 RSM Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) UPPER 1 1143 13624 9393 555 555 MAIN 2316 26019 15452 855 855 UPPER 2 473 7074 4240 600 600 Entire House 3932 46717 29085 2010 2010 Other equip loads 6927 1224 Equip. @ 0.96 RSM 29097 Latent cooling 183 Tn TAI C G')G2 AA ')n00A Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ' wrightsoft- 2018 -Apr -12 07:56:26 Right -Suite® Universal 2018 18.0.11 RSU03108 r.... ..,.,...:.�...�,..,,..,.,,.,, Page 1 AC .....RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Load Short Form Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C. COIIN[)ITN.1 S3I(lil V(3 R STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE AIH (' 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wvwv.steelt.com For: MERKWOOD HOMES Design Information Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 69 16 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -39 HEATING EQUIPMENT Make Carrier Trade Carrier Comfort 92 Single -Stag Model 59SC2C060S17--16 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE Area (ft2) 60000 Btuh 44800 Btuh 58 °F 855 cfm 0.033 cfm/Btuh 0.80 in H2O COOLING EQUIPMENT Make Carrier Area (ft2) Htg load (Btuh) Trade 13 SEER AC Htg AVF (cfm) Clg AVF (cfm) Cond CA13NA024BNOOF 162 3664 Coil CNPVP2417ALA++TDR 120 174 AHRI ref 0 80 1086 Efficiency 11.0 EER, 13 SEER 14 Sensible cooling 19380 Btuh Latent cooling 3420 Btuh Total cooling 22800 Btuh Actual air flow 855 cfm Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 0 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) OFFICE 162 3664 3138 120 174 BATH ROOM 80 1086 250 36 14 STAIRS 78 0 0 0 0 TILE ENTRY 50 2071 807 68 45 HALLWAY 130 0 0 0 0 PANTRY 16 0 0 0 0 KITCHEN 224 1334 1403 44 78 LIVING ROOM 336 4917 3604 162 199 DINING ROOM 134 3400 2567 112 142 UNFINISHED BSMT 248 3038 1301 100 72 MECH 48 0 0 0 0 FINISHED BSMT 478 3533 1109 116 61 BATH/ WC 80 331 47 11 3 oc Rer oMnonnne 791 ORA G 177E R7 RA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2018 -Apr -12 07:56:26 ^1 ,,,...9......, .., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 /4CCi1 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N MAIN 2316 26019 15452 855 855 Other equip loads 8842 1224 Equip. @ 0.96 RSM 16009 Latent cooling 0 TOTALS 2316 34862 16009 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 - - wrightsoft- 2018 -Apr -12 07:56:26 M- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACC K ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Load Short Form Job: 5770 W 41ST AVE Date: APRIL O6, 2018 STEEL•T UPPER 1 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE nne ronnrnov�w: 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information For: MERKWOOD HOMES Design Information Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 69 16 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -39 HEATING EQUIPMENT Make Carrier Trade Carrier Comfort 92 Single -Stag Model 59SC2C040S17--12 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE Area (ftz) 40000 Btuh 29600 Btuh 59 °F 555 cfm 0.041 cfm/Btuh 0.80 in H2O COOLING EQUIPMENT Make Carrier Area (ftz) Trade CARRIER AIR CONDITIONING Cond CA13NA018BNOOEO Htg AVF (cfm) Coil CNPVP2417ALA++TDR MASTER BEDROOM AHRI ref 9204573 2457 Efficiency 11.0 EER, 13 SEER 100 Sensible cooling 15045 Btuh Latent cooling 2655 Btuh Total cooling 17700 Btuh Actual air flow 555 cfm Air flow factor 0.059 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.95 BATHROOM 4 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MASTER BEDROOM 204 2457 2528 100 149 MASTER CLOSET 72 850 241 35 14 MASTER BATH 135 1783 1245 73 74 BATHROOM 4 51 415 151 17 9 UPPER HALLWAY 144 0 0 0 0 BEDROOM 1 230 3660 1782 149 105 BATHROOM 2 66 609 417 25 25 BEDROOM 2 207 3570 2447 145 145 1 Ai 1 - MW 9G 770 AA') 11 '2d Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ......, Wri9htsolFt" 2018 -Apr -12 07:56:26 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACC& ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N UPPER 1 1143 13624 9393 555 555 Other equip loads 484 0 Equip. @ 0.96 RSM 9017 Latent cooling 501 Tn TAI Q 44Al 1A4l1Q OG -14 Ccr ccr JJJ :JJJ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. »a wrightsoft- 2018 -Apr -12 07:56:26 ,y+^' .,u, _......_.................... Right-Suite(D Universal 2018 18.0.11 RSU03108 Page 5 ACCI1 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N VE Load Short Form Date: APRIL s 20 8 STEEL•T UPPER 2 By: JOHN C. "1STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41STAVE . 1111 1.IlZ�'1)ITI(1\ I\(! 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 60110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Htg Clg Infiltration Outside db (°F) 1 91 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 69 16 Fireplaces 1 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -39 HEATING EQUIPMENT Make Carrier Trade Carrier Comfort 92 Single -Stag Model 59SC2C040S14--10 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE Area 40000 Btuh 29600 Btuh 54 °F 600 cfm 0.085 cfm/Btuh 0.80 in H2O COOLING EQUIPMENT Make Carrier Area Trade CARRIER AIR CONDITIONING Cond CA13NA018BNOOEO Htg AVF Coil CNPVP1814ALA++TDR AHRI ref 9204540 (Btuh) Efficiency 10.5 EER, 13 SEER (cfm) Sensible cooling 14790 Btuh Latent cooling 2610 Btuh Total cooling 17400 Btuh Actual air flow 600 cfm Air flow factor 0.141 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 0.98 BEDROOM 3 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) GAMEROOM 244 3013 1532 256 217 BATHROOM 3 56 675 443 57 63 BEDROOM 3 173 3386 2265 287 320 UPPER 2 473 7074 4240 600 600 Other equip loads 212 0 Equip. @ 0.96 RSM 4071 Latent cooling 69 T!'\TA1 C A7'] 77 RA A4Af1 All r1 Ann Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -- wrightsoft" 2018 -Apr -12 07:56:26 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 6 ACik ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Building Analysis Job: 5770W41STAVE �`'��_ Y Date: APRIL 06, 2018 STEl_r• LT Entire House By: JOHN C. ccasn-nvn a STEEL T HEATING &AIR CONDITIONING Plan: 5770W41STAVE nua ravrnnovwva 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Btuh/ft' Project Information % of load Walls For: MERKWOOD HOMES 29.8 Glazing 24.1 Design Conditions Doors Location: 646 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft 3342 Design TD (°F) 69 16 Latitude: 40°N 5390 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: Humidification Daily range (°F) - 27 (H ) Method Simplified Wet bulb (°F) - 59 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Heating Component Btuh/ft' Btuh % of load Walls 3.2 16008 29.8 Glazing 24.1 17711 33.0 Doors 26.9 646 1.2 Ceilings 1.8 3620 6.7 Floors 1.7 3342 6.2 Infiltration 1.0 5390 10.0 Ducts 0 0 Piping 0 0 Humidification 1648 3.1 Ventilation 5278 9.8 Adjustments 0 Total 53644 100.0 Component Btuh/ft' Btuh % of load Walls 0.9 4464 14.7 Glazing 23.3 17076 56.3 Doors 9.8 234 0.8 Ceilings 1.2 2482 8.2 Floors 0.1 177 0.6 Infiltration 0.1 673 2.2 Ducts 0 0 Ventilation 1224 4.0 Internal gains 3980 13.1 Blower 0 0 Adjustments 0 Total 30309 100.0 Latent Cooling Load = 183 Btuh Overall U -value = 0.061 Btuh/ft2-°F Data entries checked. Itration Ceilings Other Glazing Glazing -:� -4- wrightsoft- 2018 -Apr -12 07:56:26 _-'----_--1 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ,4(' k ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Building Analysis Job: 5770W41STAVE 9 7vDate: APRIL O6, 2018 STEEL•T MAIN Pla JOHN C. if13.1"I'I.Y(3 R STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE Alit (:11\I>IT/(1\1111 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: w,wi.steelt.com Project• • For: MERKWOOD HOMES Heating Component Design Conditions % of load Walls Location: 10252 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 27.6 Indoor temperature (°F) 70 75 Elevation: 5285 ft Ceilings Design TD (°F) 69 16 Latitude: 40°N 1.4 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 0 Daily range (°F) - 27 (H ) Method Simplified 10.2 Wet bulb (°F) - 59 Construction quality Tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 1 Heating Component Btuh/ft' Btuh % of load Walls 3.3 10252 29.4 Glazing 24.1 9615 27.6 Doors 26.9 646 1.9 Ceilings 1.8 723 2.1 Floors 1.4 1670 4.8 Infiltration 1.0 3113 8.9 Ducts 0 0 Piping 0 0 Humidification 3564 10.2 Ventilation 5278 15.1 Adjustments 0 Total 1 34862 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 0.9 2896 17.4 Glazing 22.9 9108 54.6 Doors 9.8 234 1.4 Ceilings 1.2 496 3.0 Floors 0 0 0 Infiltration 0.1 389 2.3 Ducts 0 0 Ventilation 1224 7.3 Internal gains 2330 14.0 Blower 0 0 Adjustments 0 Total 1 1 16676 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.065 Btuh/ft2-°F Data entries checked. umidification Walls­"aggoll6kh, Ventilation Infiltration Floors Glazing Othellrngs Ventilation Glazing ns m wrightsoft 201 B -Apr -12 07:56:26 ,.,..._...... ,,...................... Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACCK ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Building Y Anal SI$ Job: 5770W41STAVE •r " �_ Date: APRIL 06, 2018 STEEL•T UPPER 1 By: JOHN C. raunnrvG a STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE nue canrnnon�xa 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information For: MERKWOOD HOMES Heating Component Design Conditions % of load Walls Location: 4052 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 37.2 Indoor temperature (°F) 70 75 Elevation: 5285 ft Ceilings Design TD (°F) 69 16 Latitude: 40°N 2.1 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: Adjustments 0 Daily range (°F) - 27 (H ) Method Simplified 3.4 Wet bulb (°F) - 59 Construction quality Tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Heating Component Btuh/ft' Btuh % of load Walls 3.0 4052 28.7 Glazing 24.1 5247 37.2 Doors 0 0 0 Ceilings 1.8 2048 14.5 Floors 2.1 693 4.9 Infiltration 1.0 1584 11.2 Ducts 1420 15.1 0 0 Piping Adjustments 0 0 Humidification 484 3.4 Ventilation 0 0 Adjustments 0 Total 14108 100.0 Component Btuh/ftZ Btuh % of load Walls 0.8 1104 11.8 Glazing 23.9 5194 55.3 Doors 0 0 0 Ceilings 1.2 1404 14.9 Floors 0.2 73 0.8 Infiltration 0.1 198 2.1 Ducts 0 0 Ventilation 0 0 Internal gains 1420 15.1 Blower 0 0 Adjustments 0 Total 9393 100.0 Latent Cooling Load = 501 Btuh Overall U -value = 0.057 Btuh/ftZ-°F Data entries checked. Glazir Glazing -Fid- wrightsoft- 2018 -Apr -12 07:56:26 ^+ �.•.- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 �+� ...RKWODD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Building Anal Job: 5770W41STAVE 9 sis y Date: APRIL 06, 2018 �JTEEL,'T UPPER 2 By: JOHN C. IIIiA1l.V(: STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: vwwv.steelt.com Project• • For: MERKWOOD HOMES Heating Component Design Conditions % of load Walls Location: 1704 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 39.1 Indoor temperature (°F) 70 75 Elevation: 5285 ft Ceilings Design TD (°F) 69 16 Latitude: 40°N 2.1 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 0 Daily range (°F) - 27 (H ) Method Simplified 2.9 Wet bulb (°F) - 59 Construction quality Tight Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 1 Heating Component Btuh/ft' Btuh % of load Walls 3.0 1704 23.4 Glazing 24.1 2850 39.1 Doors 0 0 0 Ceilings 1.8 849 11.6 Floors 2.1 979 13.4 Infiltration 1.0 693 9.5 Ducts 0 0 Piping 0 0 Humidification 212 2.9 Ventilation 0 0 Adjustments 0 Total 1 7286 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 0.8 464 10.9 Glazing 23.5 2774 65.4 Doors 0 0 0 Ceilings 1.2 582 13.7 Floors 0.2 104 2.4 Infiltration 0.1 86 2.0 Ducts 0 0 Ventilation 0 0 Internal gains 230 5.4 Blower 0 0 Adjustments 0 Total 1 1 4240 100.0 Latent Cooling Load = 69 Btuh Overall U -value = 0.056 Btuh/ft2-°F Data entries checked. Wa Glazing Intern I Gains Walls Infiltration Floors Ceilings Glazing -F�d- wrigh soft- 2018 -Apr -12 07:56:26 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACCta ...RKWOOD HOMES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Loads for Multiple Orientations Job: 5770 W 41ST AVE STEEL•T Date: APRIL 2018 Entire House By: JOHN C. CONDITIONING - STEEL T HEATING & AIR CONDITIONING Plan: 5770 W41STAVE AIIi ('f.]Nr11T1[)\14fi 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: icozad@steelt.com Web: VAAW.steelt.com Project• • For: MERKWOOD HOMES Front Door Design Conditions East Southeast Location: Southwest Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 32495 Indoor temperature (°F) 70 75 Elevation: 5285 ft 32388 Design TD (°F) 69 16 Latitude: 40°N 183 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 33069 32572 Daily range (°F) - 27 ( H ) 2010 2010 Wet bulb (°F) - 59 2010 2010 2010 Wind speed (mph) 15.0 7.5 2010 2010 2010 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 29097 32495 32245 32775 29461 32886 32388 32605 Latent Load (Btuh) 183 183 183 183 183 183 183 183 Total Load (Btuh) 29280 32678 32428 32958 29644 33069 32572 32789 Heating AVF (cfm) 2010 2010 2010 2010 2010 2010 2010 2010 Cooling AVF (cfm) 2010 2010 2010 2010 2010 2010 2010 2010 Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft" 2018 -Apr -12 07:56:26 ~' Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 iiCC1 . RKWO OD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Doorfaces: N Loads for Multiple Orientations Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C, STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE urcnn�u x 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information For: MERKWOOD HOMES Front Door Design Conditions East Southeast Location: Southwest Indoor: Heating Cooling Denver Stapleton InYI AP, CO, US 18436 Indoor temperature (°F) 70 75 Elevation: 5285 ft 18162 Design TD (°F) 69 16 Latitude: 40°N 0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 18031 18162 Daily range (°F) - 27 ( H ) 855 855 Wet bulb (°F) - 59 855 855 855 Wind speed (mph) 15.0 7.5 855 855 855 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 16009 18436 17931 17853 15847 18031 18162 18156 Latent Load (Btuh) 0 0 0 0 0 0 0 0 Total Load (Btuh) 16009 18436 17931 17853 15847 18031 18162 18156 Heating AVF (cfm) 855 855 855 855 855 855 855 855 Cooling AVF (cfm) 855 855 855 855 855 855 855 855 Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Northeast UT Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2018 -Apr -12 07:56:26 ^. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = W8 Front Door faces: N Loads for Multiple Orientations Job: 5770W41STAVE STEEL -T UPPER 1 Byte JOHN C.APRIL 2018 COND1 10 STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41 ST AVE Alii ( r"I.1I[l\I.\fl 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Front Door Design Conditions East Southeast Location: Southwest Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 9982 Indoor temperature (°F) 70 75 Elevation: 5285 ft 10461 Design TD (°F) 69 16 Latitude: 40°N 501 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 11279 10963 Daily range (°F) - 27 (H ) 555 555 Wet bulb (°F) - 59 555 555 555 Wind speed (mph) 15.0 7.5 555 555 555 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 9017 9982 9885 10289 9416 10778 10461 10273 Latent Load (Btuh) 501 501 501 501 501 501 501 501 Total Load (Btuh) 9518 10483 10386 10790 9917 11279 10963 10774 Heating AVF (cfm) 555 555 555 555 555 555 555 555 Cooling AVF (cfm) 555 555 555 555 555 555 555 555 i m Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wry htsoft" 2018 -Apr -12 07:56:26 �� ..RKWOODn p MES\LOADS\5Right-Suite® Universal 2018 18.0.11 RSU03108 Page 3 770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Loads for Multiple Orientations Job: 5770W41STAVE Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .11R t'1)YI)ITI[t\Ivti 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Front Door Design Conditions East Southeast Location: Southwest Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 4536 Indoor temperature (°F) 70 75 Elevation: 5285 ft 4503 Design TD (°F) 69 16 Latitude: 40°N 69 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 4808 4572 Daily range (°F) - 27 ( H ) 600 600 Wet bulb (°F) - 59 600 600 600 Wind speed (mph) 15.0 7.5 600 600 600 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 4071 4536 4429 4633 4198 4738 4503 4547 Latent Load (Btuh) 69 69 69 69 69 69 69 69 Total Load (Btuh) 4140 4605 4498 4703 4267 4808 4572 4617 Heating AVF (cfm) 600 600 600 600 600 600 600 600 Cooling AVF (cfm) 600 600 600 600 600 600 600 600 Building Orientation Cooling Load Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ✓V -- wrightsoft ' 2018 -Apr -12 07:56:26 _..,_., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 AC:A ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N AED Assessment Job: 5770 W 41ST AVE STEEL•T Date: APRIL 2018 Entire House By: JOHN C. ,71wu STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vvmv.steelt.com Project Information For: MERKWOOD HOMES Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Design Conditions IT•. Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 27 ( H ) 59 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Heating Cooling 70 75 69 16 30 50 34.1 -39.1 Hour 0 Day O 4auny / Average FED emt Maximum hourly glazing load exceeds average by 24.3%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 l3tuh !�.. W1'Ights,.. ,.....oR" ,, ...,,,,,., Right -Suite® Universal 2018 18.0.11 RSU03108 RC.CrA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: 2018 -Apr -12 07:56:28 Page 1 AED Assessment Job: 5770 W 41ST AVE •A'" �f'i' ��,, Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .111< t:t)TtI)ITI<111�fi 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Hourly Glazing Load Hoar of Day i wm i n..,aw neonmi Maximum hourly glazing load exceeds average by 28.1%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft' 2018 -Apr -12 07:56:28 ^ti — ......, Right -Suite® Universal 2018 16.0.11 RSU03108 Page 2 fM...RKWOOD HOMES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 ( H ) Wet bulb (°F) - 59 Wind speed (mph) 15.0 7.5 Test for •-•uate Exposure Diversity Hourly Glazing Load Hoar of Day i wm i n..,aw neonmi Maximum hourly glazing load exceeds average by 28.1%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft' 2018 -Apr -12 07:56:28 ^ti — ......, Right -Suite® Universal 2018 16.0.11 RSU03108 Page 2 fM...RKWOOD HOMES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N AED Assessment Job: 5770 W 41ST AVE 16 Date: APRIL O6, 2018 STEEL•T UPPER 1 By: JOHN C. IIl3AT1*i(i 9 .Alii ('.l1Nf)ITI[t\I.\[I STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41STAVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) 1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Design Conditions I••• Indoor temperature (°F) Design TD (°F) Relative humidity {%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 27 (H ) 59 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Heating Cooling 70 75 69 16 30 50 34.1 -39.1 Hour of Day � WuM / Averspe AEp LnYt Maximum hourly glazing load exceeds average by 19.4%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh ` htsOft° 2018 -Apr -12 07:56:28 '- wr�g Right -Suite@ Universal 2018 18.0.11 RSU03108 !�►� ,... , ,._,,.,,...,._..,,-.. Page 3 1s ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N AED Assessment Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Hourly Glazing Load Hour of Day roury r average AEG smt Maximum hourly glazing load exceeds average by 20.6%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Ad-wrightsoft' 2018 -Apr -12 07:56:28 ^.` „.... ..,_.., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 69 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: Daily range (°F) - 27 (H ) Wet bulb (°F) - 59 Wind speed (mph) 15.0 7.5 Test for • - • - Exposure Diversity Hourly Glazing Load Hour of Day roury r average AEG smt Maximum hourly glazing load exceeds average by 20.6%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Ad-wrightsoft' 2018 -Apr -12 07:56:28 ^.` „.... ..,_.., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Component Constructions Job: 5770 W 41ST AVE STEEL•T Date: APRIL 2018 Entire House By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 1113A"1'IN<: G 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: VNW.steelt.com Project• • For: MERKWOOD HOMES Construction descriptions Or Area U -value insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'-°F/Btuh Btuh/W Btuh BtuhW Ruh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS R-19 DRAPE: R-19 DRAPE Partitions R 23 FRAMED WALLS: R 23 FRAMED WALLS Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - SGD: U-0.35 SHGC-0.35 - SGD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - GD: U-0.35 SHGC-0.35 - GD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht n 479 Design Conditions 2.97 1422 Location: 387 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 2544 Indoor temperature (°F) 70 75 Elevation: 5285 ft 23.0 Design TD (°F) 69 16 Latitude: 40°N w 1077 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 0.81 2519 Daily range (°F) - 27 (H ) Method Simplified 1182 Wet bulb (F) - 59 Construction quality Tight 19.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) s 323 Construction descriptions Or Area U -value insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'-°F/Btuh Btuh/W Btuh BtuhW Ruh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS R-19 DRAPE: R-19 DRAPE Partitions R 23 FRAMED WALLS: R 23 FRAMED WALLS Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - SGD: U-0.35 SHGC-0.35 - SGD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - GD: U-0.35 SHGC-0.35 - GD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht n 479 0.043 23.0 2.97 1422 0.81 387 e 858 0.043 23.0 2.97 2544 0.81 693 s 702 0.043 23.0 2.97 2082 0.81 567 w 1077 0.043 23.0 2.97 3197 0.81 871 all 3116 0.043 23.0 2.97 9245 0.81 2519 n 323 0.053 19.0 3.66 1182 1.00 322 e 451 0.053 19.0 3.66 1650 1.00 450 s 323 0.053 19.0 3.66 1182 1.00 322 w 439 0.053 19.0 3.66 1606 1.00 438 all 1537 0.053 19.0 3.66 5621 1.00 1531 385 0.043 23.0 2.97 1142 1.08 414 n 158 0.350 0 24.1 3810 12.4 1955 e 44 0.350 0 24.1 1057 38.7 1691 s 47 0.350 0 24.1 1123 19.8 919 w 38 0.350 0 24.1 927 38.7 1484 all 286 0.350 0 24.1 6916 21.1 6048 n 84 0.350 0 24.1 2017 11.2 931 e 35 0.350 0 24.1 845 34.8 1218 e 18 0.350 0 24.1 423 34.8 609 s 30 0.350 0 24.1 725 17.8 534 w 92 0.350 0 24.1 2210 34.8 3184 w 30 0.350 0 24.1 712 34.8 1026 all 287 0.350 0 24.1 6931 26.1 7501 e 40 0.350 0 24.1 966 34.8 1392 s 96 0.350 0 24.1 2318 17.8 1707 all 136 0.350 0 24.1 3284 22.8 3099 s 24 0.350 0 24.1 580 17.8 427 W1 htSOft 2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 .,.,,.. r..„. 9 ....,,.,..,.,._..,_... Page 1 ACCk ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Doors 11 D0: Door, wd s type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 5/8" gypsum board int fnsh Floors 20P -38c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-50 cav ins, amb ovr 20P -38c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-50 cav ins, gar ovr 20P -38t: Flr floor, frm flr, 12" thkns, tile flr fnsh, r-50 cav ins, gar ovr 21A -32c: Bg floor, heavy dry or light damp soil, 8' depth, carpet flr fnsh 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth, tile flr fnsh 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth n 24 0.390 0 26.9 646 9.75 234 2018 0.026 38.0 1.79 3620 1.23 2482 131 0.030 38.0 2.07 271 0.22 29 503 0.030 38.0 2.07 1042 0.22 110 117 0.030 38.0 2.07 243 0.22 26 all 621 0.030 38.0 2.07 1285 0.22 136 56 0.030 38.0 2.07 115 0.22 12 728 0.020 0 1.38 1004 0 0 106 0.020 0 1.38 147 0 0 all 834 0.020 0 1.38 1151 0 0 80 0.020 0 1.38 111 0 0 296 0.020 0 1.38 409 0 0 -Fkwrightsoft- 2018 -Apr -12 07:56:28 ^.Z ,M,,,,. ,„.,,,..,,.,.,,_,.....r., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACCA ...RKWOOD HOMES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = W8 Front Door faces: N 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information For: MERKWOOD HOMES Component Constructions Job: 5770W41STAVE , Location: 88 2018 STEEL•T MAIN Byte JOHN C.APRIL0 Ii15.11'IN(i !k ArR cc>.vnlrr(rvlNq STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information For: MERKWOOD HOMES Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btu M -T ft'-°F/Btuh Btuh/f? Btuh BtuWft' Btuh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS R-19 DRAPE: R-19 DRAPE Partitions R 23 FRAMED WALLS: R 23 FRAMED WALLS Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - SGD: U-0.35 SHGC-0.35 - SGD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht n 108 Design Conditions 2.97 321 Location: 88 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 896 Indoor temperature (°F) 70 75 Elevation: 5285 ft 23.0 Design TD (°F) 69 16 Latitude: 40°N w 512 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 0.81 951 Daily range (°F) - 27 (H ) Method Simplified 1182 Wet 322 quality ht 19.0 W d speed (mph) 15.0 7.5 Fireplaces 11( (Tight) s 323 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btu M -T ft'-°F/Btuh Btuh/f? Btuh BtuWft' Btuh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS R-19 DRAPE: R-19 DRAPE Partitions R 23 FRAMED WALLS: R 23 FRAMED WALLS Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - SGD: U-0.35 SHGC-0.35 - SGD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht n 108 0.043 23.0 2.97 321 0.81 88 e 302 0.043 23.0 2.97 896 0.81 244 s 254 0.043 23.0 2.97 754 0.81 205 w 512 0.043 23.0 2.97 1518 0.81 414 all 1176 0.043 23.0 2.97 3489 0.81 951 n 323 0.053 19.0 3.66 1182 1.00 322 e 451 0.053 19.0 3.66 1650 1.00 450 s 323 0.053 19.0 3.66 1182 1.00 322 w 439 0.053 19.0 3.66 1606 1.00 438 all 1537 0.053 19.0 3.66 5621 1.00 1531 385 0.043 23.0 2.97 1142 1.08 414 n 74 0.350 0 24.1 1781 12.4 914 s 15 0.350 0 24.1 362 19.8 296 w 28 0.350 0 24.1 685 38.7 1097 all 117 0.350 0 24.2 2829 19.7 2307 n 35 0.350 0 24.1 851 11.2 393 e 18 0.350 0 24.1 423 34.8 609 S 30 0.350 0 24.1 725 17.8 534 w 33 0.350 0 24.1 791 34.8 1139 w 30 0.350 0 24.1 712 34.8 1026 all 145 0.350 0 24.1 3502 25.5 3701 e 40 0.350 0 24.1 966 34.8 1392 s 96 0.350 0 24.1 2318 17.8 1707 all 136 0.350 0 24.1 3284 22.8 3099 Doors 11 D0: Door, wd s type n 24 0.390 0 26.9 646 9.75 234 C -F-k wrightBOtt- 2018 -Apr -12 07:56:28 ,M ..... ............,._..,..,.,„., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ... RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 5/8" gypsum board int fnsh Floors 21A -32c: Bg floor, heavy dry or light damp soil, 8' depth, carpet fir fnsh 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth, tile flr fnsh 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth 403 0.026 38.0 1.79 723 1.23 496 728 0.020 0 1.38 1004 0 0 106 0.020 0 1.38 147 0 0 all 834 0.020 0 1.38 1151 0 0 80 0.020 0 1.38 111 0 0 296 0.020 0 1.38 409 0 0 .� Ad- W riightSOft2018-Apr-12 07:56:28 A ,w,.,,. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N �,. Component Constructions Job: 5770 W 41ST AVE 1007 Location: 274 2018 STEEL•T UPPER 1 Byte JOHN C.APRIL A -I'f7zT1%i1 STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41 ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Design TD (°F) For: MERKWOOD HOMES Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/ft'-'F ft'-'F/Btuh Btuhlft' Btuh Btuh/ft' Btuh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS n 241 0.043 23.0 297 716 081 195 Partitions (none) Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht Doors (none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 5/8" gypsum board int fnsh Floors e 339 Design • • • 2.97 1007 Location: 274 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 890 Indoor temperature (°F) 70 75 Elevation: 5285 ft 23.0 Design TD (°F) 69 16 Latitude: 40°N all 1366 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: 21.8 3041 Daily range (°F) - 27 (H ) Method Simplified 574 Wet bulb (°F) - 59 Construction quality Tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) w 39 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/ft'-'F ft'-'F/Btuh Btuhlft' Btuh Btuh/ft' Btuh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS n 241 0.043 23.0 297 716 081 195 Partitions (none) Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht Doors (none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 5/8" gypsum board int fnsh Floors e 339 0.043 23.0 2.97 1007 0.81 274 s 300 0.043 23.0 2.97 890 0.81 243 w 485 0.043 23.0 2.97 1439 0.81 392 all 1366 0.043 23.0 2.97 4052 0.81 1104 n 67 0.350 0 24.1 1606 12.4 824 e 36 0.350 0 24.1 875 38.7 1401 s 32 0.350 0 24.1 761 19.8 622 w 5 0.350 0 24.1 121 38.7 193 all 139 0.350 0 24.2 3363 21.8 3041 n 24 0.350 0 24.1 574 11.2 265 e 15 0.350 0 24.1 362 34.8 522 w 39 0.350 0 24.1 948 34.8 1366 all 78 0.350 0 24.1 1884 27.6 2152 1142 0.026 38.0 1.79 2048 1.23 1404 20P -38c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-50 cav ins, amb 75 0.030 38.0 2.07 156 0.22 16 ovr 20P -38c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-50 cav ins, gar 259 0.030 38.0 2.07 537 0.22 57 ovr t wrightSof't` 2018 -Apr -12 07:56:28 .......................„.,._.,,,.,.., Right-SuiteC� Universal 2018 18.0.11 RSU03108 Page 5 /iCCta ...RKWOOD HOMES\LOADS\5770 W 41STAVE 04062018.rup Calc = MJ8 Front Doorfaces: N Component Constructions Job: 5770 W 41ST AVE M Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. .11lt/:f)Y!)ITI(I.YIVti STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 11liA'1'I.Y<i A 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wmv.steelt.com Project Information For: MERKWOOD HOMES ]psinn Cnnditia Location: 0.043 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 105 Indoor temperature (°F) 70 75 Elevation: 5285 ft 642 Design TD (°F) 69 16 Latitude: 40°N 23.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 34.1 -39.1 Dry bulb (°F) 1 91 Infiltration: all 574 0.043 Daily range (°F) - 27 ( H ) Method Simplified 464 Wet bulb (°F) - 59 Construction quality Tight 483 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Bb Wft'-°F ft'-°F/Blah Btuhw Btuh Bbkff Ruh Walls R 23 FRAMED WALLS: R 23 FRAMED WALLS Partitions (none) Windows U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 6.67 ft head ht U-35 SHGC-35 - Windows: U-0.35 SHGC-0.35 - Windows; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht U-35 SHGC-35 - GD: U-0.35 SHGC-0.35 - GD; NFRC rated (SHGC=0.35); 50% outdoor insect screen; 6.67 ft head ht Doors (none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 5/8" gypsum board int fnsh Floors n 130 0.043 23.0 2.97 385 0.81 105 e 216 0.043 23.0 2.97 642 0.81 175 s 148 0.043 23.0 2.97 438 0.81 119 w 81 0.043 23.0 2.97 239 0.81 65 all 574 0.043 23.0 2.97 1704 0.81 464 n 18 0.350 0 24.1 423 12.4 217 e 8 0.350 0 24.1 181 38.7 290 w 5 0.350 0 24.1 121 38.7 193 all 30 0.350 0 24.1 725 23.3 700 n 25 0.350 0 24.1 592 11.2 273 e 20 0.350 0 24.1 483 34.8 696 w 20 0.350 0 24.1 471 34.8 678 all 64 0.350 0 24.2 1546 25.7 1648 s 24 0.350 0 24.1 580 17.8 427 473 0.026 38.0 1.79 849 1.23 582 2010-38c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-50 cav ins, amb 56 0.030 38.0 2.07 116 0.22 12 ovr 20P -38c: Flr floor, frm fir, 12" thkns, carpet fir fnsh, r-50 cav ins, gar 244 0.030 38.0 2.07 505 0.22 53 ovr 117 0.030 38.0 2.07 243 0.22 26 all 361 0.030 38.0 2.07 748 0.22 79 W rightsaft'2018-Apr-12 Right -Suite® Universal 2018 18.0.11 RSU03108 07:56:28 Page 6 .4CCA ...RKWOOD HOMES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N 20P -38t: Fir floor, frm flr, 12" thkns, tile flr fnsh, r-50 cav ins, gar ovr 56 0.030 38.0 2.07 115 0.22 12 1 t Ad-wrightsoft` 2018 -Apr -12 07:56:28 W, Right -Suite® Universal 2018 18.0.11 RSU03108 Page 7 JAM ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N .d•"�'>-� _ Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T Entire House Date: APRIL 06, 2018 B : JOHN C. STEEL T HEATING & AIR Pian: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWDOCVOD8111 00 PPN�N OO3303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name Entire House UPPER 1 2 Exposed wall 554.4 ft 170.3 ft 3 Room height 10.1 ft 9.4 ft 4 Room dimensions 5 Room area 3932.1 ft' 1143.1 ft2 Ty Construction U -value Or HTM Area (ftp Load Area (ft') Load number (Btuh/ftp °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ R 23 FRAMED WAL.. 0.043 n 2.97 0.81 721 479 1422 387 332 241 716 195 �L U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 158 0 3810 1955 67 0 1606 824 -GG, U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 84 0 2017 931 24 0 574 265 W R-19 DRAPE 0.053 n 3.66 1.00 323 323 1182 322 0 0 0 0 11 VhR.23 FRAMED WAL.. 0.043 a 2.97 0.81 976 858 2544 693 391 339 1007 274 U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 40 0 966 1392 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 38.66 44 0 1057 1691 36 0 875 1401 U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 35 0 845 1218 15 0 362 522 R-19 DRAPE 0.053 a 3.66 1.00 469 451 1650 450 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 18 0 423 609 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 898 702 2082 567 332 300 890 243 U-35 SHGC-35 - GD 0.350 s 24.15 17.78 24 0 580 427 0 0 0 0 U-35 SHGC-35 - SGI 0.350 s 24.15 17.78 96 0 2318 1707 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 47 0 1123 919 32 0 761 622 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 30 0 724 534 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 323 323 1182 322 0 0 0 0 V�J R 23 FRAMED WAL.. 0.043 w 2.97 0.81 1207 1077 3197 871 529 485 1439 392 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 38 0 927 1484 5 0 121 193 L�_GG U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 92 0 2210 3184 39 0 948 1366 R-19 DRAPE 0.053 w 3.66 1.00 469 439 1606 438 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 30 0 712 1026 0 0 0 0 fl R 23 FRAMED WAL.. 0.043 - 2.97 1.08 409 385 1142 414 0 0 0 0 L ---D 11 DO 0.390 n 26.91 9.75 24 24 646 234 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 2018 2018 3620 2482 1142 1142 2048 1404 F 20P -38c 0.030 2.07 0.22 131 131 271 29 75 75 156 16 F 20P -38c 0.030 2.07 0.22 503 503 1042 110 259 259 537 57 F 20P -38c 0.030 2.07 0.22 117 117 243 26 0 0 0 0 F 20P -38t 0.030 2.07 0.22 56 56 115 12 0 0 0 0 F 21A -32c 0.020 1.38 0.00 728 728 1004 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 106 106 147 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 80 80 'I'll 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 296 296 409 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 41327 24432 12040 7775 12 a) Infiltration 5390 673 1584 198 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants 230 6 1380 4 920 Appliances/other 26001 500 Subtotal (lines 6 to 13) 46717 29085 13624 9393 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 46717 29085 13624 9393 15 Duct loads 0% 0% 0 0 0% O%l 0 0 Total room load 46717 29085 13624 9393 Air required (cfm) 1 2010 2010 555 555 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t d- 2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 '�Cp` ...RKWOOD HOMES\LOAD S\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T Entire House Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41 ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name MAIN UPPER 2 2 Exposed wall 307.3 ft 76.9 ft 3 Room height 10.7 ft 9.0 ft 4 Room dimensions 5 Room area 2316.0 ft' 473.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft2) Load number (Btuh/ftp °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�J R 23 FRAMED WAL.. 0.043 n 2.97 0.81 217 108 321 88 172 130 385 105 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 74 0 1781 914 18 0 423 217 I�GGI U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 35 0 851 393 25 0 592 273 W R-19 DRAPE 0.053 n 3.66 1.00 323 323 1182 322 0 0 0 0 11 1W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 342 302 896 244 244 216 642 175 - U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 40 0 966 1392 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 38.66 0 0 0 0 8 0 181 290 U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 20 0 483 696 V�J R-19 DRAPE 0.053 a 3.66 1.00 469 451 1650 450 0 0 0 0 t -G U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 18 0 423 609 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 395 254 754 205 172 148 438 119 U-35 SHGC-35 - GD 0.350 s 24.15 17.78 0 0 0 0 24 0 580 427 U-35 SHGC-35 - SGE 0.350 s 24.15 17.78 96 0 2318 1707 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 15 0 362 296 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 30 0 724 534 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 323 323 1182 322 0 0 0 0 Vel R 23 FRAMED WAL.. 0.043 w 2.97 0.81 573 512 1518 414 105 81 239 65 I-- C U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 28 0 685 1097 5 0 121 193 I -G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 33 0 791 1139 20 0 471 678 W R-19 DRAPE 0.053 w 3.66 1.00 469 439 1606 438 0 0 0 0 L --G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 30 0 712 1026 0 0 0 0 F) R 23 FRAMED WAL.. 0.043 - 2.97 1.08 409 385 1142 414 0 0 0 0 T -D 11 DO 0.390 n 26.91 9.75 24 24 646 234 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 403 403 723 496 473 473 849 582 F 20P -38c 0.030 2.07 0.22 0 0 0 0 56 56 116 12 F 20P -38c 0.030 2.07 0.22 0 0 0 0 244 244 505 53 F 20P -38c 0.030 2.07 0.22 0 0 0 0 117 117 243 26 F 20P -38t 0.030 2.07 0.22 0 0 0 0 56 56 115 12 F 21A -32c 0.020 1.38 0.00 728 728 1004 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 106 106 147 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 80 80 111 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 296 296 409 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 22906 12733 6381 3924 12 a) Infiltration 3113 389 693 86 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 2100 0 Subtotal (lines 6 to 13) 26019 15452 7074 4240 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26019 15452 7074 4240 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 26019 15452 7074 4240 Air required (cfm) 855 855 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -*- 2018 -Apr -12 07:56:28 ACCA- -• Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N .�"��.. Right -J® Worksheet Job: 5770 W 41ST AVE STEELT MAIN Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWO D, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wmN.steelt.com 1 Room name MAIN OFFICE 2 Exposed wall 307.3 ft 32.3 ft 3 Room height 10.7 ft 11.0 ft heat/cool 4 Room dimensions 1.0 x 162.2 ft 5 Room area 2316.0 ft' 162.2 ft' Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ftk °F) (Btuh/ftp or perimeter (ft) (Bt h) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLjR 23 FRAMED WAL.. 0.043 n 2.97 0.81 217 108 321 88 145 96 284 77 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 74 0 1781 914 38 0 912 468 U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 35 0 851 393 11 0 272 125 W R-19 DRAPE 0.053 n 3.66 1.00 323 323 1182 322 0 0 0 0 11 VhR_23 FRAMED WAL.. 0.043 a 2.97 0.81 342 302 896 244 100 100 296 81 U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 40 0 966 1392 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 a 3.66 1.00 469 451 1650 450 0 0 0 0 L__G U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 18 0 423 609 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 395 254 754 205 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 24.15 17.78 96 0 2318 1707 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 15 0 362 296 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 30 0 724 534 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 323 323 1182 322 0 0 0 0 UN R 23 FRAMED WAL.. 0.043 w 2.97 0.81 573 512 1518 414 111 62 185 50 IL�G U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 28 0 685 1097 28 0 685 1097 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 33 0 791 1139 20 0 489 705 W R-19 DRAPE 0.053 w 3.66 1.00 469 439 1606 438 0 0 0 0 I G, U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 30 0 712 1026 0 0 0 0 R R 23 FRAMED WAL.. 0.043 - 2.97 1.08 409 385 1142 414 0 0 0 0 �-D 11 DO 0.390 n 26.91 9.75 24 24 646 234 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 403 403 723 496 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 728 728 1004 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 106 106 147 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 80 80 111 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 296 296 409 0 0 0 0 0 6 c)AEDexcursion 0 445 Envelope loss/gain 22906 12733 3123 3048 12 a) Infiltration 3113 389 356 44 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 2100 0 Subtotal (lines 6 to 13) 26019 15452 3479 3093 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 185 45 14 Subtotal 26019 15452 3664 3138 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 26019 15452 3664 1 3138 Air required (cfm) 855 8551 120 174 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 -Apr -12 0 Right -Suite® Universal 2018 18.0.11 RSU03108 Pg Page 3 AC'C ' ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N g oeol* � Right -J® Worksheet STEEL•T MAIN Job: 5770 W 41 ST AVE Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEW CONDITIONING -761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vww✓.steelt.com 1 Room name BATH ROOM STAIRS 2 Exposed wall 12.9 ft 0 ft 3 Room height 11.0 ft heat/cool 31.4 ft heat/cool 4 Room dimensions 1.0 x 79.9 ft 10.3 x 7.6 ft 5 Room area 79.9 ft2 78.4 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft? °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, R 23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0 350 n 24.15 12.39 0 0 0 0 0 0 0 0 I!_GG U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 �--G U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 Vel R-19 DRAPE 0.053 a 3.66 1.00 0 0 0 0 68 68 250 68 T --G U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SG 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 0 0 0 0 0 0 0 0 1N R 23 FRAMED WAL.. 0.043 w 2.97 0.81 142 142 422 115 0 0 0 0 ;LAG U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 w 3.66 1.00 0 0 0 0 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 9--D R 23 FRAMED WAL.. 0.043 - 2.97 1.08 0 0 0 0 0 0 0 0 11 DO 0.390 n 26.91 9.75 0 0 0 0 0 0 0 0 C 168-38ad 0.026 1.79 1.23 0 0 0 0 71 71 128 88 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 106 106 147 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -15 -18 Envelope loss/gain 422 100 524 137 12 a) Infiltration 142 18 68 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 564 118 592 146 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 523 132 -592 -146 14 Subtotal 1086 250 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 1086 250 0 0 Air required (cfm) 36 14 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriW"tsotft 2018 -Apr -12 07:56:28 _ Right -Suite® Universal 2018 18.0.11 RSU03108 AC RKWO OD HOMES\LOAD S\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 4 Right -J® Worksheet Job: 5770 W 41ST AVE STEEL -T MAIN Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEW CONDITIONING Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name TILE ENTRY HALLWAY 2 Exposed wall 6.6 ft 0 ft 3 Room height 11.0 ft heat/cool 11.0 ft heat/cool 4 Room dimensions 7.8 x 6.3 ft 1.0 x 130.1 ft 5 Room area 49.6 ft= 130.1 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ftp Load number (Btuh/°F) ft' (Btuh/ft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ R 23 FRAMED WAL.. 0.043 n 2.97 0.81 72 12 37 10 0 0 0 0 -_GG U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 36 0 869 446 0 0 0 0 LI U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 24 0 580 268 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 �---G U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 �I-GC U-35 SHGC-35 - Wi.. 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 V�/ R-19 DRAPE 0.053 a 3.66 1.00 0 0 0 0 0 0 0 0 t -G U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 R-19 DRAPE 0.053 w 3.66 1.00 0 0 0 0 0 0 0 0 tG U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 R R 23 FRAMED WAL.. 0.043 - 2.97 1.08 76 76 226 82 139 115 342 124 I ---D 11 DO 0.390 n 26.91 9.75 0 0 0 0 24 24 646 234 C 1613-38ad 0.026 1.79 1.23 0 0 0 0 1 1 1 1 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 -91 -40 Envelope loss/gain 1712 714 989 319 12 a) Infiltration 72 9 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 1 1784 723 989 319 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 287 84 -989 -319 14 Subtotal 2071 807 0 0 15 Duct loads -0% 0% 01 0 -0% 0% 01 0 Total room load 2071 807 1 0 0 Air required (cfm) 68 45 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f'F!- wrightsoTt` 2018 -Apr -12 07:56:28 ,�_ •---• - • -- • ••-- Right -Suite® Universal 2018 18.0.11 RSU03108 Page s AC -'--k ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T MAIN Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41 ST AVE 2750 S SHOSHONE ST #240, ENGLEW CONDITIONING Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name PANTRY KITCHEN 2 Exposed wall 5.6 ft 15.9 ft 3 Room height 11.0 ft heat/cool 11.0 ft heat/cool 4 5 Room dimensions Room area 2.9 x 5.6 ft 16.3 ft' ft 16.0 x 14.0 ft 224.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft') Load number (Btuh/W °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6V[=2R_23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0 350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 0 0 0 0 0 0 0 0 11 VhR_23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 Uf/ R-19 DRAPE 0.053 a 3.66 1.00 0 0 0 0 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 21 21 63 17 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGI 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24,15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 61 61 182 50 154 154 457 124 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 w 3.66 1.00 0 0 0 0 0 0 0 0 L_G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 - 2.97 1.08 0 0 0 0 0 0 0 0 11 DO 0.390 n 26.91 9.75 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 1.79 1.23 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -6 -153 Envelope loss/gain 182 43 519 -11 12 a) Infiltration 61 8 175 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 244 51 695 1210 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -244 -51 640 192 14 Subtotal 0 0 1334 1403 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 1334 1403 Air required (cfm) 0 0 44 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wr-ightsoft- 2018 -Apr -12 07:56:28 - - Right -Suite® Universal 2018 18.0.11 RSU03108 .4CCp` ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 6 r•"'�'v�_ Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T MAIN Date: APRIL 06, 2018 By JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOgDOCVODTIO810110 PPho'e: 3300'3-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name LIVING ROOM DINING ROOM 2 Exposed wall 34.9 ft 30.6 ft 3 Room height 11.0 ft heat/cool 11.0 ft heat/cool 4 Room dimensions 1.0 x 336.4 ft 14.1 x 9.5 ft 5 Room area 336.4 ft' 133.8 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V[ R_23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 IL U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 0 0 0 0 --LG U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 165 165 490 133 77 37 110 30 U-35 SHGC-35 - SGE 0.350 a 24.15 34.79 0 0 0 0 40 0 966 1392 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 V+J R-19 DRAPE 0.053 a 3.66 1.00 0 0 0 0 0 0 0 0 G U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 219 123 365 100 155 110 326 89 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 24.15 17.78 96 0 2318 1707 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 15 0 362 296 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 30 0 724 534 W R-19 DRAPE 0.053 s 3.66 1.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 105 92 273 74 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 13 0 302 435 W R-19 DRAPE 0.053 w 3.66 1.00 0 0 0 0 0 0 0 0 L� U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 R R 23 FRAMED WAL.. 0.043 - 2.97 1.08 193 193 574 208 0 0 0 0 L --D 11D0 0.390 n 26.91 9.75 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 331 331 594 407 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 39 1 -325 Envelope loss/gain 4341 2595 3063 2525 12 a) Infiltration 384 48 337 42 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 900 0 Subtotal (lines 6 to 13) 1 4726 3543 3400 2567 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 191 62 0 0 14 Subtotal 4917 3604 3400 2567 15 Duct loads -0% 0% 0 0 -0% 0% 01 0 Total room load 4917 3604 3400 2567 Air required (cfm) 162 1991 1 112 142 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -tia- 2018 -Apr -12 07:56:28 - -• Right -Suite® Universal 2018 18.0.11 RSU03108 Page 7 AGCA .RKWOOD HOMES\LOADS\5770 W 41 STAVE 04062018.rup Calc = W8 Front Door faces: N 010111<�_ Right -J® Worksheet Job: 5770 W 41ST AVE STEEL -T MAIN Date: APRIL O6, 201s By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWO D, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wwVv.steelt.com 1 Room name UNFINISHED BSMT MECH 2 Exposed wall 51.2 ft 7.6 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 248.4 ft 6.3 x 7.6 ft 5 Room area 248.4 ft2 48.0 W Ty Construction U -value Or HTM Area (ft=) Load Area (ft') Load number (Btuh/ft2 °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W R 23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 !L -rte U-35 SHGC-35 - Wi.. 0 350 n 24.15 12.39 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 183 183 669 182 0 0 0 0 11 VhR 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 VV R-19 DRAPE 0.053 a 3.66 1.00 139 139 507 138 0 0 0 0 �-G U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGI 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 1976 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 WI R-19 DRAPE 0.053 w 3.66 1.00 139 121 443 121 68 68 250 68 - L --i U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 18 0 423 609 0 0 0 0 R 23 FRAMED WAL.. 0.043 - 2.97 1.08 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 26.91 9.75 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 248 248 343 0 48 48 66 0 6 c)AED excursion 159 -9 Envelope loss/gain 2385 1210 316 59 12 a) Infiltration 461 58 68 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2846 1267 384 68 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 192 34 -384 -68 14 Subtotal 3038 1301 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3038 1301 0 0 Air required (cfm) 100 721 1 10 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed o1Ft- 2018 -Apr -12 07:56:28 RKWOOD`HOMES\L Right -Suite® Universal 2018 18.0.11 RSU03108 '��` OADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 8 Right -J® Worksheet STEEL•T MAIN Job: Date: By: STEEL T HEATING & AIR Plan: CcONDITIONING 2750 S SHOSHONE ST #240, ENGLEWO D, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wmw.steelt.con 5770 W 41ST AVE APRIL 06, 2018 JOHN C. 5770 W 41 ST AVE 1 Room name FINISHED BSMT BATH/ WC 2 Exposed wall 58.1 ft 5.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 478.3 ft 1.0 x 80.1 ft 5 Room area 478.3 ft2 80.1 ft2 Ty Construction U -value Or HTM Area (ftp) Load Area (ftp Load number (Btuh/ft' °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ R 23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 IL-�� U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 8 8 30 8 0 0 0 0 11 VhR_23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SG 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R-19 DRAPE 0.053 a 3.66 1.00 109 109 398 108 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 144 144 527 143 47 47 173 47 VV R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 I; cCl U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 WI R-19 DRAPE 0.053 w 3.66 1.00 262 250 913 249 0 0 0 0 L ---G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 12 0 290 418 0 0 0 0 q R 23 FRAMED WAL.. 0.043 - 2.97 1.08 0 0 0 0 0 0 0 0 �-D 11 DO 0.390 n 26.91 9.75 0 0 0 0 0 0 0 0 C 166-38ad 0.026 1.79 1.23 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 478 478 660 0 0 0 0 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 80 80 111 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 83 -6 Envelope loss/gain 2818 1010 283 41 12 a) Infiltration 523 65 47 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 1 0 Subtotal (lines 6 to 13) 3341 1075 331 47 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 192 34 0 0 14 Subtotal 3533 1109 331 47 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3533 1109 331 47 Air required (cfm) 116 61 11 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f•i1-rigF�tsoTt' 2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 9 'p' ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T MAIN Date: APRIL 06, 2018 BJOHN C. STEEL T HEATING & AIR PYan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODOCVOD8101110 PININ330'3-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name BSMT BEDROOM 2 Exposed wall 46.3 ft 3 Room height 9.0 ft heat/cool 4 5 Room dimensions Room area 14.7 x 17.1 ft 250.6 ft' Ty Construction U -value Or HTM Area (ft2) Load Area Load number (Btuh/ftk °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W R 23 FRAMED WAL 0.043 n 2.97 0.81 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 I!�;CI U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 W R-19 DRAPE 0.053 n 3.66 1.00 132 132 483 132 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 I --G U-35 SHGC-35 - SGI 0.350 a 24.15 34.79 0 0 0 0 U-35 SHGC-35 - Wi_ 0.350 a 0.00 0.00 0 0 0 0 it GG U-35 SHGC-35 - Wi.. 0.350 e 0.00 0.00 0 0 0 0 UV R-19 DRAPE 0.053 a 3.66 1.00 153 136 496 135 �--G U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 18 0 423 609 R 23 FRAMED WAL. 0.043 s 2.97 0.81 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 U-35 SHGC-35 - SG 0.350 s 24.15 17.78 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24,15 19.76 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 17.78 0 0 0 0 W R-19 DRAPE 0.053 s 3.66 1.00 132 132 483 132 V)/ R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 ;LAG U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 W R-19 DRAPE 0.053 w 3.66 1.00 0 0 0 0 E --G U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 R R 23 FRAMED WAL.. 0.043 - 2.97 1.08 0 0 0 0 T -D 11 DO 0.390 n 26.91 9.75 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 F 21A -32c 0.020 1.38 0.00 249 249 344 0 F 21A -32c 0.020 1.38 0.00 0 0 0 0 F 21 A -32t 0.020 1.38 0.00 0 0 0 0 F 21A -32t 0.020 1.38 0.00 0 0 0 0 6 c)AED excursion -63 Envelope loss/gain 2228 944 12 a) Infiltration 417 52 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/other 0 Subtotal (lines 6 to 13) 2645 1226 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2645 1226 15 Duct loads -0% 0% 0 0 Total room load 2645 1226 Air required (cfm) 87 68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F1+ ' oTt- 2018 -Apr -12 07:56:28 ES LOADS\5Right-Suite® Universal 2018 18.0.11 RSU03108 Page 10 770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N RKWOODOM 'yam. Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T UPPER 1 Date: APRIL 2018 By JOHN C. STEEL T HEATING & AIR Pfan: 5770 W 41ST AVE IG 2750 S SHOSHONE ST #240, ENGLEWO�0, CODTIO810110 PPhonN33003-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name UPPER 1 MASTER BEDROOM 2 Exposed wall 170.3 ft 25.3 ft 3 Room height 9.4 ft 11.0 ft heat/cool 4 Room dimensions 16.0 x 12.8 ft 5 Room area 1143.1 W 204.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--°F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vel R 23 FRAMED WAL.. 0.043 n 2.97 0.81 332 241 716 195 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 67 0 1606 824 0 0 0 0 L�_GG U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 24 0 574 265 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 VhR 23 FRAMED WAL.. 0.043 a 2.97 0.81 391 339 1007 274 139 127 376 103 U-35 SHGC-35 - SG 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 38.66 36 0 875 1401 13 0 302 483 U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 15 0 362 522 0 0 0 0 V)✓ R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 -G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 332 300 890 243 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 32 0 761 622 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 VjJ R 23 FRAMED WAL.. 0.043 w 2.97 0.81 529 485 1439 392 139 113 334 91 �L_�_G U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 5 0 121 193 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 39 0 948 1366 27 0 646 931 W R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 1-G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 H R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 1--D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 1142 1142 2048 1404 203 203 364 249 F 20P -38c 0.030 2.07 0.22 75 75 156 16 0 0 0 0 F 20P -38c 0.030 2.07 0.22 259 259 537 57 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 0 120 Envelope loss/gain 12040 7775 2022 1977 12 a) Infiltration 1584 198 279 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 500 0 Subtotal (lines 6 to 13) 13624 9393 2301 2472 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 156 57 14 Subtotal 13624 9393 2457 2528 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 13624 1 9393 2457 2528 Air required (cfm) 555 555 100 149 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w-u-t:mof L -2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 11 �'Ca` ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N 000111e' ' Right -J® Worksheet Job: 5770 W 41ST AVE STEEL•T UPPER 1 Date: APRIL O6, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name MASTER CLOSET MASTER BATH 2 Exposed wall 18.5 ft 23.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.6 x 12.9 ft 10.4 x 12.9 ft 5 Room area 72.1 ft2 134.5 ft2 Ty Construction U -value Or HTM Area (ftp Load Area (ft') Load number (Btuh/W °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N R 23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 0 0 0 0 �L��G U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 116 99 293 80 U-35 SHGC-35 - SGE 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 38.66 0 0 0 0 18 0 423 677 U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 0 0 0 0 0 0 0 0 R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 �--G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 50 50 149 41 94 80 237 64 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SG 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 14 0 338 277 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 116 116 345 94 0 0 0 0 U-35 SHGC-35 - Wi. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 L_G U-35 SHGC-35 - Wi., 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 T -D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 72 72 129 89 135 135 241 165 F 20P -38c 0.030 2.07 0.22 29 29 60 6 20 20 41 4 F 20P -38c 0.030 2.07 0.22 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -9 49 Envelope loss/gain 683 220 1573 1218 12 a) Infiltration 167 21 210 26 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 850 241 1783 1245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 850 241 1783 1245 15 Duct loads 1-0% 0% 01 0 -0% 0% 0 0 Total room load 850 241 1783 1245 Air required (cfm) 35 14 73 74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 1 -FW wrightsoft` 2018 -Apr -12 07:56:28 Right -Suite@ Universal 2018 18.0.11 RSU03108 'CC4%, ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 12 .•�"�-�-; Right -JO Worksheet Job: 5770 W 41ST AVE STEEL•T UPPER 1 Date: APRIL 06, 2018 By: JOHN C. �S+iTEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODDo 81011,TIO0 PPN�N3300'3-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name BATHROOM 4 UPPER HALLWAY 2 Exposed wall 5.5 ft 15.4 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 9.3 x 5.5 ft 1.0 x 143.6 ft 5 Room area 50.9 ft' 143.6 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft' °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V R 23 FRAMED WAL.. 0.043 n 2.97 0.81 0 0 0 0 65 65 191 52 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 0 0 0 0 L�--GG U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 VhR 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 35 35 105 28 U-35 SHGC-35 - SGE 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 1/� R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 -G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 39 39 116 32 U-35 SHGC-35 - GO 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 50 50 147 40 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 q R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 I -D 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 51 51 91 63 144 144 258 177 F 20P -38c 0.030 2.07 0.22 0 0 0 0 0 0 0 0 F 20P -38c 0.030 2.07 0.22 0 0 0 0 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 -4 -12 Envelope loss/gain 238 98 669 277 12a) Infiltration 50 6 139 17 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 288 105 808 1 295 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 127 46 -808 -295 14 Subtotal 415 151 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 415 151 0 0 Air required (cfm) 17 91 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -H-1- 2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 13 CIL ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N ,•�"�'>-^�_. Right -JO Worksheet Job: 5770 W 41ST AVE STEELT UPPER 1 Date: APRIL 06, 2018 By JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name BEDROOM 1 BATHROOM 2 2 Exposed wall 33.0 ft 10.8 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 229.8 ft 229.8 ft2 6.2 x 10.8 ft 66.3 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft') Load number (Btuh/ft? °F) (Btuh/ft9 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) H.at7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 23 FRAMED WAL.. 0.043 n 2.97 0.81 149 100 297 81 0 0 0 0 TjR U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 33 0 803 412 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 11,15 15 0 362 167 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGE 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 e 24.15 34.79 0 0 0 0 0 0 0 0 V�/ R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 t -G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 149 131 389 106 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SG 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi. 0.350 s 24.15 19.76 18 0 423 346 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 0 0 0 0 97 92 272 74 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 5 0 121 174 WI R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 L__G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 q R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 T -D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 230 230 412 283 66 66 119 82 F 20P -38c 0.030 2.07 0.22 0 0 0 0 0 0 0 0 F 20P -38c 0.030 2.07 0.22 225 225 465 49 0 0 0 0 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -61 1 75 Envelope loss/gain 3151 1437 512 405 12 a) Infiltration 297 37 97 12 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 3448 1704 609 417 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 212 77 0 0 14 Subtotal 3660 1782 609 417 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3660 1782 609 417 Air required (cfm) 149 105 25 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fig- 2018 -Apr -12 07:56:28 Right-Suite® Universal 2018 18.0.11 RSU03108 Page 14 AC ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet STEEL -T UPPER 1 Job: Date: STEEL T HEATING & AIR Plan: IG 2750 S SHOSHONE ST #240, ENGLEWOgDOCVOD81011I0 PPhonN3303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.con 5770 W 41 ST AVE APRIL 06, 2018 JOHN C. 5770 W 41ST AVE 1 Room name BEDROOM 2 LAUNDRY 2 Exposed wall 38.4 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 207.0 ft 5.6 x 6.3 ft 5 Room area 207.0 ft2 34.9 ft' Ty Construction U -value Or HTM Area (ftp) Load Area (ftp Load number (Btuh/W °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VPR_23 FRAMED WAL.. 0.043 n 2.97 0.81 119 77 227 62 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 33 0 803 412 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 9 0 211 98 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 100 79 233 63 0 0 0 0 �--G U-35 SHGC-35 - SGI 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 38.66 6 0 151 242 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 15 0 362 522 0 0 0 0 yJ R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 t -G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GO 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGI 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 24.15 19.76 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 128 115 341 93 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 5 0 121 193 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 8 0 181 261 0 0 0 0 V� R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 207 207 371 255 35 35 63 43 F 20P -38c 0.030 2.07 0.22 26 26 55 6 0 0 0 0 F 20P -38c 0.030 2.07 0.22 0 0 0 0 35 35 72 8 F 20P -38c 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -38t 0.030 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -94 -21 Envelope loss/gain 3056 2112 135 30 12 a) Infiltration 346 43 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 1 3402 2385 135 530 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 168 61 145 53 14 Subtotal 3570 2447 279 582 15 Duct loads -0% 0% 0 0 -0% 0% 01 0 Total room load 3570 2447 279 582 Air required (cfm) 145 145 11 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. v -rid- 1 �tsolFt 2018 -Apr -12 07:56:28 .�_wrtg -.•.- --• -- Right -Suite® Universal 2018 18.0.11 RSU03108 Pae 15 gyp` ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N g Right -J® Worksheet Job: 5770 W 41ST AVE STEEL -T UPPER 2 Date: APRIL 06, 2018 BJOHN C. STEEL T HEATING & AIR PYan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 hone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name UPPER 2 GAMEROOM 2 Exposed wall 76.9 ft 34.8 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 5 Room dimensions Room area 473.0 ft' 1.0 x 244.0 ft 244.0 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/W °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�J R 23 FRAMED WAL.. 0.043 n 2.97 0.81 172 130 385 105 0 0 0 0 !L_GG U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 18 0 423 217 0 0 0 0 U-35 SHGC-35 - Wi, 0.350 n 24.15 11.15 25 0 592 273 0 0 0 0 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W R 23 FRAMED WAL.. 0.043 a 2.97 0.81 244 216 642 175 127 112 332 90 U-35 SHGC-35 - SGI 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 38.66 8 0 181 290 3 0 60 97 U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 20 0 483 696 13 0 302 435 t R-19 DRAPE 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 --.G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 172 148 438 119 172 148 438 119 U-35 SHGC-35 - GD 0.350 s 24.15 17.78 24 0 580 427 24 0 580 427 U-35 SHGC-35 - SGI 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 105 81 239 65 15 15 45 12 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 5 0 121 193 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 20 0 471 678 0 0 0 0 W R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 L -G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 473 473 849 582 244 244 438 300 F 20P -38c 0.030 2.07 0.22 56 56 116 12 0 0 0 0 F 20P -38c 0.030 2.07 0.22 244 244 505 53 244 244 505 53 F 20P -38c 0.030 2.07 0.22 117 117 243 26 0 0 0 0 F 20P -38t 0.030 2.07 0.22 56 56 115 12 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -40 Envelope loss/gain 6381 3924 2699 1493 12 a) Infiltration 693 86 314 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 7074 4240 3013 1532 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7074 4240 3013 1532 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 7074 4240 3013 1532 Air required (cfm) 600 600 256 217 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed -fidwrigtstsoPt' 2018 -Apr -12 07:56:28 Right -Suite® Universal 2018 18.0.11 RSU03108 ACCk Page 16 RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Job: 5770 W 41ST AVE STEEL'T UPPER 2 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODOCVODTIO810110 PPlN�N330'3-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Room name BATHROOM 3 BEDROOM 3 2 Exposed wall 9.9 ft 32.2 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 55.7 ft 13.3 x 13.0 ft 5 Room area 55.7 ft' 173.3 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ R 23 FRAMED WAL.. 0.043 n 2.97 0.81 52 52 154 42 120 78 231 63 U-35 SHGC-35 - Wi.. 0.350 n 24.15 12.39 0 0 0 0 18 0 423 217 I!_GC, U-35 SHGC-35 - Wi.. 0.350 n 24.15 11.15 0 0 0 0 25 0 592 273 W R-19 DRAPE 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 11 VhR_23 FRAMED WAL.. 0.043 a 2.97 0.81 0 0 0 0 117 105 310 84 U-35 SHGC-35 - SGE 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 a 24.15 38.66 0 0 0 0 5 0 121 193 U-35 SHGC-35 - Wi.. 0.350 a 24.15 34.79 0 0 0 0 8 0 181 261 UV R-19 DRAPE 0.053 a 0.00 0,00 0 0 0 0 0 0 0 0 - G U-35 SHGC-35 - Wi.. 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 s 2.97 0.81 0 0 0 0 0 0 0 0 U-35 SHGC-35 - GD 0.350 s 24.15 17.78 0 0 0 0 0 0 0 0 U-35 SHGC-35 - SGI 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-19 DRAPE 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 R 23 FRAMED WAL.. 0.043 w 2.97 0.81 38 33 96 26 53 33 98 27 U-35 SHGC-35 - Wi.. 0.350 w 24.15 38.66 5 0 121 193 0 0 0 0 U-35 SHGC-35 - Wi.. 0.350 w 24.15 34.79 0 0 0 0 20 0 471 678 W R-19 DRAPE 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 1_G U-35 SHGC-35 - Wi.. 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 fl R 23 FRAMED WAL.. 0.043 - 0.00 0.00 0 0 0 0 0 0 0 0 L -D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.79 1.23 56 56 100 69 173 173 311 213 F 20P -38c 0.030 2.07 0.22 0 0 0 0 56 56 116 12 F 20P -38c 0.030 2.07 0.22 0 0 0 0 0 0 0 0 F 20P -38c 0.030 2.07 0.22 0 0 0 0 117 117 243 26 F 20P -38t 0.030 2.07 0.22 56 56 115 12 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 90 -49 Envelope loss/gain 586 432 3096 1999 12 a) Infiltration 89 11 290 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 675 443 3386 2265 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 675 443 3386 2265 15 Duct loads I -0% 0% 0 0 -0%0% 0 0 Total room load 675 443 3386 2265 Air required (cfm) 1 57 63 287 320 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i- wrigt�tsoft' 2018 -Apr -12 07:56:28 RKWOOD Right -Suite® Universal 2018 18.0.11 RSU03108 Page 17 `��` . HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL,•T Entire House Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room Entire House UPPER 1 2 Running Feet of Exposed Wall 554.4 ft 170.3 It 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.1 It 13015.3 ft' 9.4 ft 4029.3 ftz 4 Room Dimensions (Ft) and Floor Plan Area (Sq Ft) 3932.1 ft' 1143.1 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 4001.2 ftz 0 1141.7 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 y✓all R 23 FRAMED WA... n 2.97 0.81 721 1422 387 332 716 195 U-35 SHGC-35 - ... n 24.15 12.39 158 3810 1955 67 1606 824 t! CCllaz laz U-35 SHGC-35 - ... n 24.15 11.15 84 2017 931 24 574 265 Wall R-19 DRAPE n 3.66 1.00 323 1182 322 0 0 0 11 Wall R 23 FRAMED WA... e 297 0.81 976 2544 693 391 1007 274 az U-35 SHGC-35 - S... e 24.15 34.79 40 966 1392 0 0 0 [��Iaz U-35 SHGC-35 - ... a 24.15 38.66 44 1057 1691 36 875 1401 laz U-35 SHGC-35 - .. a 24.15 34.79 35 845 1218 15 362 522 W all tGlaz R-19 DRAPE a 3.66 1.00 469 1650 450 0 0 0 U-35SHGC-35-... e 24.15 34.79 18 423 609 0 0 0 all R23 FRAMED WA... s 2.97 0.81 898 2082 567 332 890 243 laz U-35 SHGC-35 - GD s 24.15 17.78 24 580 427 0 0 0 laz U35 SHGC-35 - S... s 24.15 17.78 96 2318 1707 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 47 1123 919 32 761 622 laz U-35 SHGC-35 - ... s 24.15 17.78 30 724 534 0 0 0 Wall R-19 DRAPE s 3.66 1.00 323 1182 322 0 0 0 R 23 FRAMED WA... w 2.97 0.81 1207 3197 871 529 1439 392 laz U-35 SHGC-35 - .-. w 24.15 38.66 38 927 1484 5 121 193 laz U-35SHGC-35-... w 24.15 34.79 92 2210 3184 39 948 1366 Wall R-19 DRAPE w 3.66 1.00 469 1606 438 0 0 0 Glaz U-35 SHGC-35 - ... w 24.15 34.79 30 712 1026 0 0 0 W all tDoor R 23 FRAMED WA... 2.97 1.08 409 1142 414 0 0 0 11 DO n 26.91 9.75 24 646 234 0 0 0 Ceil 16B-38ad 1.79 1.23 2018 3620 2482 1142 2048 1404 Flor 20P -38c 2.07 0.22 131 271 29 75 156 16 Flor 20P -38c 2.07 0.22 503 1042 110 259 537 57 Flor 20P -38c 2.07 0.22 117 243 26 0 0 0 Flor 20P -38t 2.07 0.22 56 115 12 0 0 0 Flor 21A -32c 1.38 0.00 728 1004 0 0 0 0 Flor 21A -32c 1.38 0.00 106 147 0 0 0 0 Flor 21A -32t 1.38 0.00 80 111 0 0 0 0 Flor 21A -32t 1.38 0.00 296 409 0 0 0 0 Infiltration Heating Load (Btuh) 0.13 5390 1584 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 673 1.00 198 0.07 Latent Load (Btuh) -1017 -299 Internal a Occupants at 230 and 200 Btuh 6 1380 1200 4 920 800 b Scenario number 2600 500 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 46717 29085 183 13624 9393 501 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 5278 1224 -1849 0 0 0 17 1 Winter Humidification Load Gal/Day 10.8 1648 1 484 18 Piping Load 0 0 19 Blower Heat 0 0 20 AED Excursion & Latent Moisture Migration Load 0 0 21 Total Load Sum lines 13 through 19 53644 30309 183 14108 9393 501 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoM,- 2018 -Apr -12 07:56:31 ACCP. -•- -••- •-- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J88 Form A STEEL•T Entire House Job: Date: STEEL T HEATING & AIR PYan: 2750 S SHOSHONE ST #240, ENGLEWOODOCVO0110 PNIN3Ti3-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.con 5770 W 41 ST AVE APRIL 06, 2018 JOHN C. 5770 W 41 ST AVE 1 Name of Room MAIN UPPER 2 2 Running Feet of Exposed Wall 307.3 ft 76.9 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 10.7 ft 7593.8 ft' 9.0 ft 1362.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 2316.0 ft2 473.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 2386.4 ft' 0 473.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 6 yJall R 23 FRAMED WA... n 2.97 0.81 217 321 88 172 385 105 nlaz U-35 SHGC-35 - ... n 24.15 12.39 74 1781 914 18 423 217 laz U-35 SHGC-35 - ... n 24.15 11.15 35 851 393 25 592 273 Wall R-19 DRAPE n 3.66 1.00 323 1182 322 0 0 0 11 23 FRAMED WA... e 2.97 0.81 342 896 244 244 642 175 laz U-35 SHGC-35 - S... a 24.15 34.79 40 966 1392 0 0 0 nR laz U-35 SHGC-35 - ... a 24.15 38.66 0 0 0 8 181 290 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 20 483 696 all R-19 DRAPE a 3.66 1.00 469 1650 450 0 0 0 laz U-35 SHGC-35 - ... a 24.15 34.79 18 423 609 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 395 754 205 172 438 119 laz U-35 SHGC-35 - GD s 24.15 17.78 0 0 0 24 580 427 laz U-35 SHGC-35 - S... s 24.15 17.78 96 2318 1707 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 15 362 296 0 0 0 laz U-35 SHGC-35 - ... s 24.15 17.78 30 724 534 0 0 0 Wall R-19 DRAPE s 3.66 1.00 323 1182 322 0 0 0 UNall R 23 FRAMED WA... w 2.97 0.81 573 1518 414 105 239 65 U-35 SHGC-35 - ... w 24.15 38.66 28 685 1097 5 121 193 I; GC,laz laz U-35 SHGC-35 - ... w 24.15 34.79 33 791 1139 20 471 678 Wall R-19 DRAPE w 3.66 1.00 469 1606 438 0 0 0 -- [-LGIaz U-35 SHGC-35 - ... w 24.15 34.79 30 712 1026 0 0 0 U�/all R 23 FRAMED WA... - 2.97 1.08 409 1142 414 0 0 0 Door 11 D0 n 26.91 9.75 24 646 234 0 0 0 Cell 16B-38ad 1.79 1.23 403 723 496 473 849 582 Flor 20P -38c 2.07 0.22 0 0 0 56 116 12 Flor 20P -38c 2.07 0.22 0 0 0 244 505 53 Flor 20P -38c 2.07 0.22 0 0 0 117 243 26 Flor 20P -38t 2.07 0.22 0 0 0 56 115 12 Flor 21A -32c 1.38 0.00 728 1004 0 0 0 0 Flor 21A -32c 1.38 0.00 106 147 0 0 0 0 Flor 21A -32t 1.38 0.00 80 111 0 0 0 0 Flor 21A -32t 1.38 0.00 296 409 0 0 0 0 Infiltration Heating Load (Btuh) 0.13 3113 693 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 389 1.00 86 0.07 Latent Load (Btuh) -587 -131 Internal a Occupants at 230 and 200 Btuh 1 230 200 1 230 200 b Scenario number 2100 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 26019 15452 -387 7074 4240 69 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cf m 84 5278 1224 -1849 1 0 0 1 0 17 Winter Humidification Load GaUDay 10.8 3564 212 18 Piping Load 0 0 19 Blower Heat 0 0 20 AED Excursion & Latent Moisture Migration Load 0 0 21 Total Load Sum lines 13 through 19 34862 16676 0 7286 4240 69 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4t-rigfitsoft- 2018 -Apr -12 07:56:31 w•- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACOA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form J1 STEEL•T MAIN STEEL T HEATING & AIR CONDITIONING Job: 5770 W 41 ST AVE Date: APRIL 06, 2018 By JOHN C. Pta, 5770 W 41 ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wewv.steelt.com 1 Name of Room MAIN OFFICE 2 Running Feet of Exposed Wall 307.3 ft 32.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 10.7 ft 7593.8 ft2 11.0 ft 628.8 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 2316.0 ft2 1.0 x 162.2 ft 162.2 ftz 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 2386.4 ft' 0 162.2 ft' Type of Const., Panel H Area or Btuh Area or Btuh ' Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 R 23 FRAMED WA . n 2.97 0.81 217 321 88 145 284 77 laz n U-35 SHGC-35 - .. n 24.15 12.39 74 1781914 38 912 468 laz U-35 SHGC-35 - ... n 24.15 11.15 35 851 393 11 272 125 Wall R-19 DRAPE n 3,66 1.00 323 1182 322 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 342 896 244 100 296 81 laz U-35 SHGC-35 - S,.. a 24.15 34.79 40 966 1392 0 0 0 laz U-35 SHGC-35 - .. a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - .. a 0.00 0.00 0 0 0 0 0 0 all R-19 DRAPE a 3.66 1.00 469 1650 450 0 0 0 laz U-35 SHGC-35 - ... a 24.15 34.79 18 423 609 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 395 754 205 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 96 2318 1707 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 15 362 296 0 0 0 laz U-35 SHGC-35 - .. s 24.15 17.78 30 724 534 0 0 0 Wall R-19 DRAPE s 3.66 1.00 323 1182 322 0 0 0 R 23 FRAMED WA... w 2.97 0.81 573 1518 414 111 185 50 laz nlaz U-35 SHGC-35 - ... w 24.15 38.66 28 685 1097 28 685 1097 U-35 SHGC-35 - ... w 24.15 34.79 33 791 1139 20 489 705 Vuall R-19 DRAPE w 3.66 1.00 469 1606 438 0 0 0 Glaz U-35 SHGC-35 -... w 24.15 34,79 30 712 1026 0 0 0 VjJall- R 23 FRAMED WA... - 2.97 1.08 409 1142 414 0 0 0 Door 11 DO n 26.91 9.75 24 646 234 0 0 0 Cell 16B-38ad 1.79 1.23 403 723 496 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 728 1004 0 0 0 0 Flor 21A -32c 1.38 0.00 106 147 0 0 0 0 Flor 21A -32t 1.38 0.00 80 111 0 0 0 0 Flor 21A -32t 1.38 0.00 296 409 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 3113 356 Effect WAR WAR - 12 Sensible Load (Btuh) ACH 1.00 389 0.11 44 0.06 Latent Load (Btuh) -587 Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 2100 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 26019 15452 -387 3664 3138 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 1 E Cfm 84 5278 1224 -1849 17 Winter Humidification Load Gal/Day 8.5 3564 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 445 21 Total Load Sum lines 13 through 19 34862 1 16676 0 3664 1 3138 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -*JA-- wrightsoft 2018 -Apr -12 07:56:31 ACCh �• - -•.' ••- Right -Suite@ Universal 2018 18.0.11 RSU03108 Page 3 ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form A Job: 5770 W 41ST AVE STEEL -T MAIN Date: APRIL 06, lois : B JOHN C. STEEL T HEATING & AIR PYan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODOnI�t10 PPN�ING -761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wwv.steelt.com 1 Name of Room BATH ROOM STAIRS 2 Running Feet of Exposed Wall 12.9 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 11.0 ft 436.3 ft' 31.4 ft 394.2 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 79.9 ft 79.9 ft' 10.3 x 7.6 ft 78.4 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 79.9 ftz 0 149.7 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 6 Wall R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 nlaz U-35 SHGC-35 -.., n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 3.66 1.00 0 0 0 0 0 0 11 23 FRAMED WA... e 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - S... a 24.15 34.79 0 0 0 0 0 0 laz J�R U-35 SHGC-35 -... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 U�/all R-19 DRAPE a 3.66 1.00 0 0 0 68 250 68 !LGlaz U-35 SHGC-35 -... a 24.15 34.79 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 0 0 0 0 0 0 laz U-35 SHGC-35 -... s 24.15 19.76 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 17.78 0 0 0 0 0 0 Wall R-19 DRAPE s 3.66 1.00 0 0 0 0 0 0 Wall R 23 FRAMED WA... w 2.97 0.81 142 422 115 0 0 0 laz U-35 SHGC-35 - ... w 24.15 38.66 0 0 0 0 0 0 laz U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 all R-19 DRAPE w 3.66 1.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 yJall R 23 FRAMED WA... - 2.97 1.08 0 0 0 0 0 0 L -Door 11DO n 26.91 9.75 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 0 0 0 71 128 88 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 201P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 106 147 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 142 68 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.05 18 0.02 9 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1086 250 0 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load GaUDay 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 15 -18 21 Total Load Sum lines 13 through 19 1086 250 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2018 -Apr -12 07:56:31 i4C0.Right-Suite® Universal 2016 18.0.11 RSU03108 Page 4 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N oeowl '` , Right -A@ Form A Job: 5770 W 41 ST AVE STEEL•T MAIN Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wvwv.steelt.com 1 Name of Room TILE ENTRY HALLWAY 2 Running Feet of Exposed Wall 16.6 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 11.0 ft 311.7 ft' 11.0 ft 648.8 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 7.8 x 6.3 ft 49.6 ft' 1.0 x 130.1 ft 130.1 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 49.6 ft' 0 130.1 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 all R 23 FRAMED WA... n 2.97 0.81 72 37 10 0 0 0 laz U-35 SHGC-35 - ... n 24.15 12.39 36 869 446 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 24 580 268 0 0 0 Wall R-19 DRAPE n 3.66 1.00 0 0 0 0 0 0 11 Wall R 23 FRAMED WA... e 2,97 0.81 0 0 0 0 0 0 U-35 SHGC-35 - S... a 24.15 34.79 0 0 0 0 0 0 az [��:-z U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 V�lall R-19 DRAPE a 3.66 1.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 - 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S. s 24.15 17.78 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 17.78 0 0 0 0 0 0 Wall R-19 DRAPE s 3.66 1.00 0 0 0 0 0 0 V�Jall R 23 FRAMED WA... w 2.97 0.81 0 0 0 0 0 0 U-35 SHGC-35 -... w 24.15 38.66 0 0 0 0 0 0 t,-GClaz laz U-35 SHGC-35 - .. w 24.15 34.79 0 0 0 0 0 0 V�/all R-19 DRAPE w 3.66 1.00 0 0 0 0 0 0 Glaz U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 V�Jall R 23 FRAMED WA... 2.97 1.08 76 226 82 139 342 124 oor 11DO n 26.91 9.75 0 0 0 24 646 234 Ceil 166-38ad 1.79 1.23 0 0 0 1 1 1 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 72 0 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.02 9 0 0 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2071 807 0 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -91 -40 21 Total Load Sum lines 13 through 19 2071 807 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft` -� •- • - •---• •••--• Right -Suite® Universal 2018 18.0.11 RSU03108 2018 -Apr -12 07:56:31 '�A ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 5 oeowl .. Right -A@ Form A STEEL•T MAIN Job: Date: B: STEEL T HEATING & AIR Plan: 2750 S SHOSHONE ST #240, ENGLEWOODD, C0 810110 PPhonN33-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.con 5770 W 41 ST AVE APRIL 06, 2018 JOHN C. 5770 W 41ST AVE 1 Name of Room PANTRY KITCHEN 2 Running Feet of Exposed Wall 5.6 ft 15.9 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 11.0 ft 187.0 ft' 11.0 ft 660.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 2.9 x 5.6 ft 16.3 ft' 16.0 x 14.0 ft 224.0 ftp 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 16.3 W 0 224.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Cig L-Clg 6 yJall R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - ... n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 -... n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 3.66 1.00 0 0 0 0 0 0 11R 23 FRAMED WA... e 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - S... a 24.15 34.79 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 yJall R-19 DRAPE a 3.66 1.00 0 0 0 0 0 0 I-Glaz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 21 63 17 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 17.78 0 0 0 0 0 0 Wall R-19 DRAPE s 3.66 1.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 61 182 50 154 457 124 laz nlaz U-35 SHGC-35 -... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 Wall E�LGlaz R-19 DRAPE w 3.66 1.00 0 0 0 0 0 0 0 0 0 0 0 0 y,lall U-35 SHGC-35 -... R 23 FRAMED WA... w - 24.15 2.97 34.79 1.08 0 0 0 0 0 0 Door 11 DO n 26.91 9.75 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 61 175 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.02 8 0.06 22 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 1200 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 0 0 1334 1403 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -6 i -153 21 1 Total Load Sum lines 13 through 19 0 0 1334 1403 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fid- 2018 -Apr -12 07:56:31 -•- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 6 A ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form J1 Job: 5770W41STAVE STEEL•T MAIN Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W41STAVE CcONDITIONING 2750 S SHOSHONE ST #240, ENGLEWO D, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room LIVING ROOM DINING ROOM 2 Running Feet of Exposed Wall 34.9 ft 30.6 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 11.0 ft 812.2 ft' 11.0 ft 518.8 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 336.4 ft 336.4 ft' 14.1 x 9.5 ft 133.8 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 336.4 ft2 0 133.8 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6> R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - .., n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 3.66 1.00 0 0 0 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 165 490 133 77 110 30 Glaz U-35 SHGC-35 - S... a 24.15 34.79 0 0 0 40 966 1392 U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 1�--GGlaz laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 L/all Glaz R-19 DRAPE U-35 SHGC-35 -... a a 3.66 24.15 1.00 34.79 0 0 0 0 0 0 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 219 365 100 155 326 89 laz U-35 SHGC-35 - GO s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 96 2318 1707 0 0 0 laz U-35 SHGC-35 -... s 24,15 19.76 0 0 0 15 362 296 laz U-35 SHGC-35 - .. s 24.15 17.78 0 0 0 30 724 534 Wall R-19 DRAPE s 3.66 1.00 0 0 0 0 0 0 R 23 FRAMED WA.. w 2.97 0.81 0 0 0 105 273 74 laz nlaz U-35 SHGC-35 - ... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - .. w 24.15 34.79 0 0 0 13 302 435 Wall L- Glaz R-19 DRAPE U-35SHGC-35-... w w 3.66 24.15 1.00 34.79 0 0 0 0 0 0 0 0 0 0 0 0 V�Jall R 23 FRAMED WA... 2.97 1.08 193 574 208 0 0 0 tLDoor 11 DO n 26.91 9.75 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 331 594 407 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 384 337 Effect WAR WAR 12 Sensible Load (Btuh) AC" 0.12 48 0.11 42 0.06 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 900 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 4917 3604 3400 2567 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 1 AED Excursion & Latent Moisture Migration Load 39 -325 21 1 Total Load Sum lines 13 through 19 4917 1 3604 3400 2567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -46- wrightsoft 2018 -Apr -12 07:56:31 -,•-- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 7 RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc =MJB Front Door faces: N oeob* -�_. Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL•T MAIN Date: APRIL 06, 2018 51.2 ft ByJOHN C. STEEL T HEATING & AIR P(an: 5770 W 41ST AVE CONDITIONING Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 248.4 ft 248.4 ft' 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 hone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 1 Name of Room UNFINISHED BSMT MECH 2 Running Feet of Exposed Wall 51.2 ft 7.6 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 9.0 ft 643.5 ft' 9.0 ft 250.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 248.4 ft 248.4 ft' 6.3 x 7.6 ft 48.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 248.7 ft2 0 48.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating 5-Clg L-Clg Heating S-Clg L-Clg 6 W� all R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 U-35 SHGC-35 -... n 24.15 12.39 0 0 0 0 0 0 LI-_GGlaz laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 3.66 1.00 183 669 182 0 0 0 11 �WWj,,�11 R 23 FRAMED WA... e 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - 5... a 24.15 34.79 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 Ur/all R-19 DRAPE a 3.66 1.00 139 507 138 0 0 0 laz U-35 SHGC-35 -... e 24.15 34.79 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 17.78 0 0 0 0 0 0 Wall R-19 DRAPE s 3.66 1.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 0 0 0 0 0 0 laz nlaz U-35SHGC-35-... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 Wall R-19 DRAPE w 3.66 1.00 139 443 121 68 250 68 I-Glaz U-35 SHGC-35 -... w 24.15 34.79 18 423 609 0 0 0 V+Jall R 23 FRAMED WA... - 2.97 1.08 0 0 0 0 0 0 L --Door 11 DO n 26.91 9.75 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 248 343 0 48 66 0 Infiltration Heating Load (Btuh) 0.12 461 68 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.15 58 0.02 9 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3038 1301 0 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 159 -9 21 Total Load Sum lines 13 through 19 3038 1301 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tJri-- wrigi �tsotFt` 2018 -Apr -12 07:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 Pae 8 '4GCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N g Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL•T MAIN Date: APRI1-06,2O18 1-77 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD. CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room FINISHED BSMT BATH/ WC 2 Running Feet of Exposed Wall 58.1 ft 5.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 9.0 ft 927.0 ft2 9.0 ft 349.5 ft2 4 Room Dimensions (Ft) and Floor Plan Area (Sq Ft) 1.0 x 478.3 ft 478.3 ft' 1.0 x 80.1 ft 80.1 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 478.3 ft' 0 80.1 112 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Cig Heating S-Clg L-Clg 6 R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 laz U35 SHGC-35 - ... n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 - .. n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 3.66 1.00 8 30 8 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 0 0 0 0 0 0 -- laz U-35 SHGC-35 - S .. a 24.15 34.79 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 V�Jall R-19 DRAPE a 3.66 1.00 109 398 108 0 0 0 laz U-35 SHGC-35 - ... e 24.15 34.79 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S_ s 24.15 17.78 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 0 0 0 Glaz U-35 SHGC-35 - ... s 24.15 17.78 0 0 0 0 0 0 Wall R-19 DRAPE s 3.66 1.00 144 527 143 47 173 47 R 23 FRAMED WA... w 2.97 0.81 0 0 0 0 0 0 Iaz nlaz U-35 SHGC-35 - .. w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 Wall LLGlaz R-19 DRAPE U-35 SHGC-35 - ... w w 3.66 24.15 1.00 34.79 262 12 913 290 249 418 0 0 0 0 0 0 ViVall R 23 FRAMED WA... - 2.97 1.08 0 0 0 0 0 0 oor 11 DO n 26.91 9.75 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 1.38 0.00 478 660 0 0 0 0 Flor 21A -32c 1.38 0.00 0 0 0 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 80 111 0 Flor 21A -32t 1.38 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.12 523 47 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.17 65 0.02 6 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3533 1109 331 47 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 84 1 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 83 1 -6 21 Total Load Sum lines 13 through 19 3533 1 1109 1 331 1 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -4&- wrigFitsoPt 2018 -Apr -12 07:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 '��` ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 9 Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL'T MAIN Date: APRIL O6, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wwvv.steelt.com 1 Name of Room BSMT BEDROOM 2 Running Feet of Exposed Wall 46.3 ft 3 Ceiling Ht(Ft)and Gross Wall Area (Sq Ft) 9.0 ft 570.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 14.7 x 17.1 ft 250.6 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 249.3 ft' Type of Const., Panel H Area or Btuh Area or Btuh Exposure Number Faces LenghtLenght Htg. Clg Heating S-Clg L -C19 Heating S-Clg L-Clg 6 all R 23 FRAMED WA... n 2.97 0.81 0 0 0 I--Glaz U-35 SHGC-35 -... n 24.15 12.39 0 0 0 I ---C laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 Wall R-19 DRAPE n 3.66 1.00 132 483 132 11 Wall R 23 FRAMED WA... e 2.97 0.81 0 0 0 U-35 SHGC-35 - S... e 24.15 34.79 0 0 0 [��az az U-35 SHGC-35 -. e 0.00 0.00 0 0 0 laz U-35 SHGC-35 - ... e 0.00 0.00 0 0 0 VjJall R-19 DRAPE e 3.66 1.00 153 496 135 LGIaz U-35 SHGC-35 -... e 24.15 34.79 18 423 609 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 laz U-3 5 SHGC-35 - GD s 0.00 0.00 0 0 0 laz U-35 SHGC-35 - S... s 24.15 17.78 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 laz U-35 SHGC-35 -... s 24.15 17.78 0 0 0 Wall R-19 DRAPE s 3.66 1.00 132 483 132 �j all R 23 FRAMED WA... w 2.97 0.81 0 0 0 E--Claz U-35 SHGC-35 -... w 24.15 38.66 0 0 0 I-Glaz U-35 SHGC-35 - ... w 24.15 34 79 0 0 0 Wall R-19 DRAPE w 3.66 1.00 0 0 0 =Glaz U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 Wall R 23 FRAMED WA.. - 2.97 1.08 0 0 0 Door 11 DO n 26.91 9.75 0 0 0 Ceil 16B-38ad 1.79 1.23 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 Flor 20P -38t 0 00 0.00 0 0 0 Flor 21 A -32c 1,38 0.00 249 344 0 Flor 21A -32c 1 38 0.00 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 Flor 21A -32t 1.38 0.00 0 0 0 Infiltration Heating Load (Btuh) 0.12 417 Effect WAR 12 Sensible Load (Btuh) ACH 0.13 52 0.06 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 1 230 200 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 2645 1226 Duct EHLF & ESGF 0 0 0 0 15 Loads ELG 0 16 Ventilation Loads Vent Cfm 84 E Cfm 84 17 Winter Humidification Load Gal/Day 8.5 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -63 +_ 21 Total Load Sum lines 13 through 19 2645 1226 _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _u F�tsoft 2018 -Apr -12 07:56:31 RKWOOD O Right-Suitet Universal 2018 18.0.11 RSU03108 Pae 10 wry MES\LOADS\5770 W 41 ST AVE 04062018.rup Calc = MJ8 Front Door faces: N g Right -A@ Form A Job: 5770 W 41ST AVE STEEL'T UPPER 1 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wwo.steelt.com 1 Name of Room UPPER 1 MASTER BEDROOM 2 Running Feet of Exposed Wall 170.3 ft 25.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 9.4 ft 4029.3 ft2 11.0 ft 630.7 ft2 4 Room Dimensions (Ft) and Floor Plan Area (Sq Ft) 1143.1 ft' 16.0 x 12.8 ft 204.0 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 1141.7 ft' 0 202.7 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6R allnlaz 23 FRAMED WA... n 2.97 0.81 332 716 195 0 0 0 U-35 SHGC-35 - ... n 24.15 12.39 67 1606 824 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 24 574 265 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 391 1007 274 139 376 103 laz U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 38.66 36 875 1401 13 302 483 laz U-35 SHGC-35 - .. a 24.15 34.79 15 362 522 0 0 0 Wall �-Glaz R-19 DRAPE U-35 SHGC-35 - ... a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 332 890 243 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S .. s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 32 761 622 0 0 0 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... w 2.97 0.81 529 1439 392 139 334 91 laz U-35 SHGC-35 - .. w 24.15 38.66 5 121 193 0 0 0 laz U-35 SHGC-35 - .. w 24.15 34.79 39 948 1366 27 646 931 Wall L-Glaz R-19 DRAPE U-35 SHGC-35 - ... w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 all R 23 FRAMED WA... 0.00 0.00 0 0 0 0 0 0 Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 1142 2048 1404 203 364 249 Flor 20P -38c 2.07 0.22 75 156 16 0 0 0 Flor 20P -38c 2.07 0.22 259 537 57 0 0 0 Flor Flor 20P -38c 20P -38t 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.14 1584 279 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 198 0.18 35 0.08 Latent Load (Btuh) -299 Internal a Occupants at 230 and 200 Btuh 4 920 800 2 460 400 b Scenario number 500 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 13624 9393 501 2457 2528 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 Winter Humidification Load Gal/Day 1.6 484 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 120 21 Total Load Sum lines 13 through 19 14108 1 9393 501 2457 1 2528 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigfVtsoft- 2018 -Apr -12 07:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 14r-- ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 11 Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL -T UPPER 1 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Pfan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODD,CVOD80110 PPhVING3-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room MASTER CLOSET MASTER BATH 2 Running Feet of Exposed Wall 18.5 ft 23.3 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 333.0 ft2 9.0 ft 420.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 5.6 x 12.9 ft 72.1 ft' 10.4 x 12.9 ft 134.5 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 72.1 ft2 0 134.5 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6yJall R 23 FRAMED WA... n 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - ... n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 all R 23 FRAMED WA... e 2.97 0.81 0 0 0 116 293 80 Gdaz U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 Iaz U-35 SHGC-35 -... a 24.15 38.66 0 0 0 18 423 677 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 0 0 0 yJall R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 Iaz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 50 149 41 94 237 64 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 14 338 277 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 116 345 94 0 0 0 laz nfaz U-35 SHGC-35 - ... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 0 0 0 Wall R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 �Glaz U-35 SHGC-35 -... w 0.00 0.00 0 0 0 0 0 0 V}/all R 23 FRAMED WA... - 0.00 0.00 0 0 0 0 0 0 t -Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 72 129 89 135 241 165 Flor 20P -38c 2.07 0.22 29 60 6 20 41 4 Flor 20P -38c 2.07 0.22 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.14 167 210 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.11 21 0.13 26 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 850 241 11783 1245 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 1.6 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -9 -49 21 Total Load Sum lines 13 through 19 850 241 1783 1245 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrlgt�tsoft 2018 -Apr -12 07:56:31 - Right -Suite® Universal 2018 18.0.11 RSU03108 Page 12 '� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form J1 Job: 5770 W 41ST AVE STEEL•T UPPER 1 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room BATHROOM 4 UPPER HALLWAY 2 Running Feet of Exposed Wall 5.5 ft 15.4 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 265.5 ft2 9.0 ft 610.5 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 9.3 x 5.5 ft 50.9 ft' 1.0 x 143.6 ft 143.6 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 50.9 ft' 0 143.6 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. CIg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 R 23 FRAMED WA... n 2.97 0.81 0 0 0 65 191 52 laz U-35 SHGC-35 - ... n 24.15 12.39 0 0 0 0 0 0 laz U-35 SHGC-35 - .. n 24.15 11 15 0 0 0 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 \t 23 FRAMED WA... e 2.97 0.81 0 0 0 35 105 28 �lR laz U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 38.66 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 0 0 0 all R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... s 2.97 0.81 0 0 0 39 116 32 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz Nlaz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24 15 19.76 0 0 0 0 0 0 U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 50 147 40 0 0 0 laz nlaz U-35 SHGC-35 - ... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - .. w 24.15 34.79 0 0 0 0 0 0 Wall �Glaz R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 U-35 SHGC-35 -... w 0.00 0.00 0 0 0 0 0 0 V�Jall R 23 FRAMED WA... 0.00 0.00 0 0 0 0 0 0 !Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 51 91 63 144 258 177 Flor 20P -38c 2.07 0.22 0 0 0 0 0 0 Flor 20P -38c 2.07 0.22 0 0 0 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21 A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.14 50 139 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.03 6 0.09 17 0.08 Latent Load (Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 141 Subtotals Sum lines 6 through 12 415 151 0 0 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 1.6 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -4 -12 21 Total Load Sum lines 13 through 19 415 151 F 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtvtsoft- 2018 -Apr -12 07:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 13 ✓'�'�-�... Right -J8® Form A STEEL•T UPPER 1 Job: Date: By: STEEL T HEATING & AIR Pfan: 2750 S SHOSHONE ST #240, ENGLEWO�DD,, C 80TOONIN303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.con 5770 W 41ST AVE APRIL O6, 2018 JOHN C. 5770 W 41 ST AVE 1 Name of Room BEDROOM 1 BATHROOM 2 2 Running Feet of Exposed Wall 33.0 ft 10.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 9.0 ft 687.0 ft' 9.0 ft 304.5 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 229.8 ft 229.8 ft' 6.2 x 10.8 ft 66.3 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 229.8 ft' 0 66.3 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6R allnlaz 23 FRAMED WA... n 2.97 0.81 149 297 81 0 0 0 U-35 SHGC-35 - ... n 24.15 12.39 33 803 412 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 15 362 167 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 all R 23 FRAMED WA... e 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 38.66 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 0 0 0 yJall R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 I-Glaz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 149 389 106 0 0 0 laz U-35 SHGC-35 - GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 18 423 346 0 0 0 laz U-35SHGC-35-... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 0 0 0 97 272 74 taz nlaz U-35 SHGC-35 - ... w 24.15 38.66 0 0 0 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 0 0 0 5 121 174 Wall R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 LLGlaz U-35 SHGC-35 - ... w 0.00 0.00 0 0 0 0 0 0 yJall R 23 FRAMED WA... - 0.00 0.00 0 0 0 0 0 0 I -Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 230 412 283 66 119 82 Flor 20P -38c 2.07 0.22 0 0 0 0 0 0 Flor 20P -38c 2.07 0.22 225 465 49 0 0 0 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.14 297 97 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.19 37 0.06 12 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3660 1782 1 609 417 Duct EHLF & ESGF 77 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load Gal/Day 1.6 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -6 75 21 Total Load Sum lines 13 through 19 3660 1782 609 417 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -** VWV1W"tsoT1L- 2018 -Apr -1207:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 14 �Cp` ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = 10J8 Front Door faces: N Right -A@ Form A Job: 5770 W 41ST AVE STEEL'T UPPER 1 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE CONDITIONING 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room BEDROOM 2 LAUNDRY 2 Running Feet of Exposed Wall 38.4 ft 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 555.0 ft2 9.0 ft 213.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 207.0 ft 207.0 ft' 5.6 x 6.3 ft 34.9 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 207.0 W 0 34.9 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 y✓all R 23 FRAMED WA... n 2.97 0.81 119 227 62 0 0 0 IL_CG,laz U-35SHGC-35-... n 24.15 12.39 33 803 412 0 0 0 laz U-35SHGC-35-... n 24.15 11.15 9 211 98 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 100 233 63 0 0 0 U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 24.15 38.66 6 151 242 0 0 0 II: CCClllaz laz U35 SHGC-35 - .. a 24.15 34.79 15 362 522 0 0 0 VlJafl R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 C,laz U-35SHGC-35-... a 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 0 0 laz U-35SHGC-35-GD s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 24.15 19.76 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 128 341 93 0 0 0 laz nlaz U-35 SHGC-35 - ... w 24.15 38.66 5 121 193 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 8 181 261 0 0 0 Wall I-Glaz R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 U-35 SHGC-35 - ... w 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... - 0.00 0.00 0 0 0 0 0 0 oor 11D0 n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 207 371 255 35 63 43 Flor 20P -38c 2.07 0.22 26 55 6 0 0 0 Flor 20P -38c 2.07 0.22 0 0 0 35 72 8 Flor 20P -38c 0.00 0.00 0 0 0 0 0 0 Flor 20P -38t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21 A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.14 346 0 Effect WAR WAR - 12 Sensible Load (Btuh) ACH 0.22 43 0 0 0.08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 0 500 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 3570 2447 279 582 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 Winter Humidification Load GaVDay 1.6 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -94 -21 21 Total Load Sum lines 13 through 19 3570 2447 279 582 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i- wr6W"1tsoft- 2018 -Apr -12 07:56:31 - Right -Suite@ Universal 2018 18.0.11 RSU03108 '� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 15 010b '�_ Right -A@ Form A Job: 5770 W 41ST AVE STEEL -T UPPER 2 Date: APRIL 06, 2018 By: JOHN C. STEEL T HEATING & AIR Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOODO, CVOD8101110 PPh1o'e: 33003-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vmw.steelt.com 1 Name of Room UPPER 2 GAMEROOM 2 Running Feet of Exposed Wall 76.9 ft 34.8 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 ft 1362.0 ft= 9.0 ft 597.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 473.0 ft' 1,0 x 244.0 ft 244.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 473.0 ft' 0 244.0 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg I L-Clg 6all R23 FRAMED WA... n 2.97 0.81 172 385 105 0 0 0 laz U-35 SHGC-35 - ... n 24.15 12.39 18 423 217 0 0 0 laz U-35 SHGC-35 - ... n 24.15 11.15 25 592 273 0 0 0 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 R 23 FRAMED WA.., a 2.97 0.81 244 642 175 127 332 90 U-35 SHGC-35 - S... a 0.00 0.00 0 0 0 0 0 0 nlaz laz U-35 SHGC-35 - ... a 24.15 38.66 8 181 290 3 60 97 laz U-35 SHGC-35 - ... a 24.15 34.79 20 483 696 13 302 435 all R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 all R 23 FRAMED WA... s 2.97 0.81 172 438 119 172 438 119 laz U-35 SHGC-35 -GD s 24.15 17.78 24 580 427 24 580 427 laz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... w 2.97 0.81 105 239 65 15 45 12 laz t�laz U-35 SHGC-35 - ... w 24.15 38.66 5 121 193 0 0 0 U-35 SHGC-35 - ... w 24.15 34.79 20 471 678 0 0 0 Wall R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 [-Glaz U-35 SHGC-35 -... w 0.00 0.00 0 0 0 0 0 0 yJall R 23 FRAMED WA... - 0.00 0.00 0 0 0 0 0 0 L --Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Ceil 16B-38ad 1.79 1.23 473 849 582 244 438 300 Flor 20P -38c 2.07 0.22 56 116 12 0 0 0 Flor 20P -38c 2.07 0.22 244 505 53 244 505 53 Flor 20P -38c 2.07 0.22 117 243 26 0 0 0 Flor 20P -38t 2.07 0.22 56 115 12 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21 A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.16 693 314 Effect WAR WAR 12 Sensible Load (Btuh) ACH 1.00 86 0.45 39 0.08 Latent Load (Btuh) -131 Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 7074 4240 69 3013 1532 Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 1 E Cf m 0 0 0 0 17 Winter Humidification Load GaYDay 0.7 212 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 -40 21 Total Load Sum lines 13 through 191 7286 4240 69 1 3013 1532 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+Fiw- wrigMtsoft' 2018 -Apr -12 07:56:31 - Right -Suite® Universal 2018 18.0.11 RSU03108 Page 16 ALGA .RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Right -J8® Form J1 STEEL•T UPPER 2 STEEL T HEATING & AIR CONDITIONING Job: 5770 W 41 ST AVE Date: APRIL O6, 2018 By: JOHN C. Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com 1 Name of Room BATHROOM 3 BEDROOM 3 2 Running Feet of Exposed Wall 9.9 ft 32.2 ft 3 Ceiling Ht (Ft) and Gross Wall Area (Sq Ft) 9.0 ft 291.0 ft2 9.0 ft 474.0 ft2 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 55.7 ft 55.7 ft2 13.3 x 13.0 ft 173.3 ft2 5 Ceiling Slope (Deg.) and Gross Ceiling Area (Sq Ft) 0 55.7 ft' 0 173.3 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 R 23 FRAMED WA... n 2 97 0.81 52 154 42 120 231 63 laz U-35 SHGC-35 - ... n 24.15 12.39 0 0 0 18 423 217 laz U-35 SHGC-35 - ... n 24.15 11.15 0 0 0 25 592 273 Wall R-19 DRAPE n 0.00 0.00 0 0 0 0 0 0 11 Wall R 23 FRAMED WA... e 2.97 0.81 0 0 0 117 310 84 az U-35 SHGC-35 - 5... a 0.00 0.00 0 0 0 0 0 0 U-35 SHGC-35 - . e 24.15 38.66 0 0 0 5 121 193 laz U-35 SHGC-35 - ... a 24.15 34.79 0 0 0 8 181 261 111 t_Glaz R-19 DRAPE a 0.00 0.00 0 0 0 0 0 0 U-35 SHGC-35 - ... a 0.00 0.00 0 0 0 0 0 0 R 23 FRAMED WA... s 2.97 0.81 0 0 0 0 0 0 laz U-35 SHGC-35 - GD s 24.15 17.78 0 0 0 0 0 0 laz Rlaz U-35 SHGC-35 - S... s 0.00 0.00 0 0 0 0 0 0 laz U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 U-35 SHGC-35 - ... s 0.00 0.00 0 0 0 0 0 0 Wall R-19 DRAPE s 0.00 0.00 0 0 0 0 0 0 23 FRAMED WA... w 2.97 0.81 38 96 26 53 98 27 laz nlazR U-35 SHGC-35 -. w 24.15 38.66 5 121 193 0 0 0 U-35 SHGC-35 - .. w 24.15 34.79 0 0 0 20 471 678 Wall R-19 DRAPE w 0.00 0.00 0 0 0 0 0 0 _ IL-Glaz U-35 SHGC-35 - ... w 0.00 0.00 0 0 0 0 0 0 Wall R 23 FRAMED WA... - 0.00 0.00 0 0 0 0 0 0 L -Door 11 DO n 0.00 0.00 0 0 0 0 0 0 Cell 16B-38ad 1.79 1.23 56 100 69 173 311 213 Flor 20P -38c 2.07 0.22 0 0 0 56 116 12 Flor 20P -38c 2.07 0.22 0 0 0 0 0 0 Flor 20P -38c 2.07 0.22 0 0 0 117 243 26 Flor 20P -38t 2.07 0.22 56 115 12 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32c 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Flor 21A -32t 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.16 89 290 Effect WAR WAR 12 Sensible Load (Btuh) ACH 0.13 11 0.42 36 0,08 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 675 443 3386 2265 Duct EHLF & ESGF 01--o 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 17 Winter Humidification Load Gal/Day 0.7 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 90 .49 21 Total Load Sum lines 13 through 19 675 443 3386 2265 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrig"tsoft` 2018 -Apr -12 07:56:31 Right -Suite® Universal 2018 18.0.11 RSU03108 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Page 17 STEEL•T .11It /Y)�i111Tll ltil till Load Multizone Summary Report STEEL T HEATING & AIR CONDITIONING Job: 5770 W 41ST AVE Date: APRIL 06, 2018 By: JOHN C. Plan: 5770 W 41 ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wvwv.steelt.com Load and AVF Summary ROOM NAME Area ft2 Htg load Btuh Clg load Btuh Htg AVF cfm Clo AVF cfm OFFICE 162 3664 3138 120 Heating BATH ROOM 80 1086 Cooling 36 14 ZONENAME Volume ACH AVF HTM Volume ACH AVF HTM 807 ft -1 45 cfm Btuh/ft' ft3 0 cfm Btuh/ft' MAIN 24862 0.12 0 50 1.0 24862 0.06 1334 27 0.1 UPPER 1 10696 0.14 4917 25 1.0 10696 0.08 134 14 0.1 UPPER 2 4257 0.16 248 11 11 1.0 4257 0.08 MECH 6 0.1 Entire House 1 39815 1 0.13 1 86 1 1.0 1 39815 0.07 1 46 1 0.1 Load and AVF Summary ROOM NAME Area ft2 Htg load Btuh Clg load Btuh Htg AVF cfm Clo AVF cfm OFFICE 162 3664 3138 120 174 BATH ROOM 80 1086 250 36 14 STAIRS 78 0 0 0 0 TILE ENTRY 50 2071 807 68 45 HALLWAY 130 0 0 0 0 PANTRY 16 0 0 0 0 KITCHEN 224 1334 1403 44 78 LIVING ROOM 336 4917 3604 162 199 DINING ROOM 134 3400 2567 112 142 UNFINISHED BSMT 248 3038 1301 100 72 MECH 48 0 0 0 0 FINISHED BSMT 478 3533 1109 116 61 BATH/ WC 80 331 47 11 3 BSMT BEDROOM 251 2645 1226 87 68 MAIN 2316 26019 15452 855 855 MASTER BEDROOM 204 2457 2528 100 149 MASTER CLOSET 72 850 241 35 14 MASTER BATH 135 1783 1245 73 74 BATHROOM 4 51 415 151 17 9 UPPER HALLWAY 144 0 0 0 0 BEDROOM 1 230 3660 1782 149 105 BATHROOM 2 66 609 417 25 25 BEDROOM 2 207 3570 2447 145 145 LAUNDRY 35 279 582 11 34 UPPER 1 1143 13624 9393 555 555 GAMEROOM 244 3013 1532 256 217 BATHROOM 3 56 675 443 57 63 BEDROOM 3 173 3386 2265 287 320 UPPER 2 473 7074 4240 600 600 Entire House 3932 46717 29085 2010 2010 Wrightsoft" 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 16.0.11 RSU03108 Page 1 /7CCK ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N J1 Form - Worksheet A Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T Entire House By: JOHN C. CO 110 STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .vK connn�onrva 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.corn Web: vmw. steelt. corn Supporting Detail Project Name: 5770 W 41 STAVE 04062018 Date: APRIL 06, Address: Phone: Job ID: 5770 W 41 STAVE Worksheet A Location and Design Conditions Weather Location: Denver Stapleton Int'I AP, CO, US Elevation = 528 Latitude = 40 Indoor Conditions, Heating: DB = 70 °F RH = 30% Indoor Conditions, Cooling: DB = 75'F RH = 50% Table 1 Conditions 99% DB = 1 °F 1 % DB = 91 °F Grains Difference = -39 gr/Ib Daily Range = H Design Temperature Differences HTD = 69 °F1 CTD = 16 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -Apr -12 07:56:35 ,«,, •,,w ............ ............. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ACCK ...RKWOOD HOMES\LOAD S\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N A Form - Worksheet A Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .vx <vwurrui��u 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wmv.steelt.com Supporting Detail Project Name: 5770 W 41 STAVE 04062018 Date: APRIL 06, Address: Phone: Job ID: 5770 W 41 ST AVE Worksheet A Location and Design Conditions Weather Location: Denver Stapleton Int'I AP, CO, US Elevation = 528 fLatitude = 40 Indoor Conditions, Heating: DB = 70'F RH = 30% Indoor Conditions, Cooling: DB = 75'F RH = 50% Table 1 Conditions 99% DB = 1 °F 1 % DB = 91 °F Grains Difference = -39 gr/Ib Daily Range= H _T_ Design Temperature Differences HTD = 69 °F CTD = 16 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof , _..,...., Right -Suite® Universal 2018 18.0.11 RSU03108 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces 2018 -Apr -12 07:56:35 Page 2 A Form - Worksheet A Job: 5770 W 41ST AVE STEEL•T UPPER 1 Byte JOHN C.APRIL Zo,s ""''r`"" STEEL T HEATING & AIR CONDITIONING Pian: 5770 W 41ST AVE .M1IR t-.1-1ITlil\Itili 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wvwv.steelt.com Supporting Detail Project Name: 5770 W 41 STAVE 04062018 Date: APRIL 06, Address: Phone: Job ID: 5770 W 41 STAVE Worksheet A Location and Design Conditions Weather Location: Denver Stapleton Int'I AP, CO, US Elevation = 528 fLatitude = 40 Indoor Conditions, Heating: DB = 70 °F RH = 30% Indoor Conditions, Cooling: DB = 75'F RH = 50% Table 1 Conditions 99% DB = 1 °F 1 % DB = 91 °F Grains Difference = -39 gr/Ib Daily Range= H Design Temperature Differences HTD = 69 °F CTD = 16 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. *w I 11 " . rig h ts o . t" 2018 -Apr -12 07:56:35 ........... Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACC -K ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N J1 Form - Worksheet A Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. STEEL T HEATING &AIR CONDITIONING Plan: 5770W41STAVE .1111 (:1>NI>ITI[l\IN/i 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: vnwv.steelt.com Supporting Detail Project Name: 5770 W 41 STAVE 04062018 Date: APRIL 06, 29i 8 Address: Phone: Job ID: 5770 W41STAVE Worksheet A Location and Design Conditions Weather Location: Denver Stapleton Int'I AP, CO, US Elevation = 528 Latitude = 40 Indoor Conditions, Heating: DB = 70 °F RH = 30% Indoor Conditions, Cooling: DB = 75'F RH = 50% Table 1 Conditions 99% DB = 1 °F 1 % DB = 91 °F Grains Difference = -39 gr/Ib Daily Range = H Design Temperature Differences HTD = 69 °F CTD = 16 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2018 -Apr -12 07:56:35 w :... ..................,, .,,.,, Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 ACO, ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N For: MERKWOOD HOMES Cooling Equipment Design Conditions Outdoor design DB: 91.07 Manual S Compliance Report Job: 5770W41STAVE #10 Latent gain: 0 Btuh Entering coil WB: 61.4°F DaSTEEL•T 2018 Total gain: 16676 Btuh MAIN Byte JOHN C.APRIL0 .iia ICv�w: ormr C )Nne rio STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: wm.steelt.com Model: CA13NA024BNOOF+CNPVP2417ALA++TDR Project Information cfm For: MERKWOOD HOMES Cooling Equipment Design Conditions Outdoor design DB: 91.07 Gas furnace Sensible gain: 16676 Btuh Entering coil DB: 76.6°F Outdoor design WB: 59.0°F Actual airflow: Latent gain: 0 Btuh Entering coil WB: 61.4°F Indoor design DB: 75.0°F 44800 Btuh Total gain: 16676 Btuh Indoor RH: 50% Estimated airflow: 855 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: CA13NA024BNOOF+CNPVP2417ALA++TDR Actual airflow: 855 cfm Sensible capacity: 19338 Btuh 116% of load Latent capacity: 2760 Btuh 0% of load Total capacity: 22098 Btuh 133% of load SHR: 88% Heating Equipment Design Conditions design DB: 1.0°F Heat loss: 34862 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Carrier Actual airflow: 855 cfm Output capacity: 44800 Btuh Model: 59SC2C060S17--16 129% of load Meets all requirements of ACCA Manual S. Entering coil DB: 63.1'F Temp. rise: 49 °F C wrightsoft^ 2018 -Apr -12 07:56:35 �.` ....... ..I., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ACO� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Cooling Equipment Design Conditions Outdoor design DB: 91.0°F Manual S Compliance Report Job: 5770W41STAVE Actual airflow: 1 Date: APRIL 06, 2018 STEEL•T UPPER 1 By: JOHN C. Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Plan: 5770 W 41ST AVE Atli (i�H{iI1�T�f���� STEEL T HEATING & AIR CONDITIONING Model: CA13NA018BNOOEO+CNPVP2417ALA++TDR Actual airflow: 555 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES Cooling Equipment Design Conditions Outdoor design DB: 91.0°F Gas furnace Sensible gain: 9393 Btuh Entering coil DB: 75.0°F Outdoor design WB: 59.0°F Actual airflow: Latent gain: 501 Btuh Entering coil WB: 61.7°F Indoor design DB: 75.0°F 29600 Btuh Total gain: 9894 Btuh Indoor RH: 50% Estimated airflow: 555 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: CA13NA018BNOOEO+CNPVP2417ALA++TDR Actual airflow: 555 cfm Sensible capacity: 15090 Btuh 161% of load Latent capacity: 1511 Btuh 301% of load Total capacity: 16601 Btuh 168% of load SHR: 91 % Heating Equipment Design Conditions design DB: 1.0°F Heat loss: 14108 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Carrier Actual airflow: 555 cfm Output capacity: 29600 Btuh Model: 59SC2C040S17--12 210% of load Meets all requirements of ACCA Manual S. Entering coil DB: 70.0°F Temp. rise: 59 °F wrightsoft" 2018 -Apr -12 07:56:35 �.. -1 . . Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 C1� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N ��,.•.�, Manual S Compliance Report Job: 5770W41STAVE STEEL•T UPPER 2 By1e JOHN C.APRIL cols c`'""`'8 STEEL T HEATING &AIR CONDITIONING Pian: 5770W41STAVE :gas on'rrrnooaxa 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vNm.steelt.com Project• • For: MERKWOOD HOMES Cooling Equipment Design Conditions Outdoor design DB: 91.0°F Sensible gain: 4240 Btuh Entering coil DB: 75.0°F Outdoor design WB: 59.0°F Latent gain: 69 Btuh Entering coil WB: 61.7°F Indoor design DB: 75.0°F Total gain: 4310 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Manufacturer: Model: CA13NA018BNOOEO+CNPVP1814ALA++TDR Actual airflow: 600 cfm 29600 Btuh Sensible capacity: 15648 Btuh 369% of load Latent capacity: 1289 Btuh 1858% of load Total capacity: 16936 Btuh 393% of load SHR: 92% Heating Equipment Design Conditions design DB: 1.0°F Heat loss: 7286 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Carrier Actual airflow: 600 cfm Output capacity: 29600 Btuh Model: 59SC2C040S14- 10 406% of load Meets all requirements of ACCA Manual S. Entering coil DB: 70.0°F Temp. rise: 54 °F t Wry9htSOf , 18. 2018 -Apr -1207:56:35 .,.;.,,,,,,,,.,,,..,,,.. Right -Suite® Universal 2018 0.11 RSU03108 Page 3 ACC*,...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Duct System Summar Job: 5770 W 41ST AVE Y y Date: APRIL 06, 2018 STEEL•T MAIN By: JOHN C. - STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vmwi.steelt.com Project• • For: MERKWOOD HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.34 in H2O 0.46 in H2O 0.333 / 0.123 in H2O 0.071 in/100ft 855 cfm Cooling 0.80 in H2O 0.34 in H2O 0.46 in H2O 0.333 / 0.123 in H2O 0.071 in/100ft 855 cfm 642 ft 14 Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH ROOM h 1086 36 14 0.124 4.0 0x0 ShMt 4.6 265.0 st5 BATH/ WC h 331 11 3 0.084 4.0 0x0 ShMt 35.3 360.0 st28 BSMT BEDROOM h 2645 87 68 0.082 6.0 0x0 ShMt 53.1 355.0 st28 DINING ROOM c 856 37 47 0.074 6.0 Ox 0 ShMt 36.6 415.0 st30 DINING ROOM -A c 856 37 47 0.071 6.0 Ox 0 ShMt 43.9 425.0 st30 DINING ROOM -B c 856 37 47 0.088 6.0 Ox 0 ShMt 27.3 350.0 st29 FINISHED BSMT h 3533 116 61 0.155 6.0 Ox 0 ShMt 15.3 200.0 st28 KITCHEN c 1403 44 78 0.114 5.0 0x0 ShMt 13.4 280.0 st28 LIVING ROOM c 1201 54 66 0.080 7.0 Ox 0 ShMt 51.6 365.0 st29 LIVING ROOM -A c 1201 54 66 0.104 7.0 0x0 ShMt 41.8 280.0 st28 LIVING ROOM -B c 1201 54 66 0.073 7.0 0x0 ShMt 39.1 415.0 st30 OFFICE c 1569 60 87 0.124 6.0 Ox 0 ShMt 13.2 255.0 st5 OFFICE -A c 1569 60 87 0.130 5.0 Ox 0 ShMt 16.7 240.0 st36 TILE ENTRY h 2071 68 45 0.121 6.0 0x0 ShMt 20.7 255.0 st35 UNFINISHED BSMT h 3038 100 72 0.269 5.0 Ox 0 ShMt 3.7 120.0 st5 wrightsoft` 2018 -Apr -12 07:56:35 Right-Suite(g) Universal 2018 18.0.11 RSU03108 Page 1 ACCN ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st28 Peak AVF 531 551 0.071 551 5.4 8 x 18 ShtMetl st4 st35 Peak AVF 68 45 0.121 347 6.0 0 x 0 ShtMetl st5 st30 Peak AVF 128 161 0.071 207 5.4 8 x 14 ShtMetl st29 st29 Peak AVF 219 275 0.071 275 5.4 8 x 18 ShtMetl st28 st4 Peak AVF 531 551 0.071 413 5.4 8 x 24 ShtMetl rt4 st5 Peak AVF 324 304 0.121 243 7.2 8 x 24 ShtMetl st36 Peak AVF 60 87 0.130 65 5.4 8 x 24 ShtMetl st5 Return Branch Detail Table I Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Ox 0 314 204 110.8 0.111 847 8.2 Ox 0 204 VIFx rt9 rb4 0x0 305 357 172.9 0.071 455 12.0 Ox 0 ShMt rt4 rb5 0x0 236 294 150.1 0.082 375 12.0 Ox 0 ShMt rt4 I Return Trunk Detail Table -�- wrightso. t^ 2018 -Apr -12 07:56:35 �y+/�w� 1-11— ,« Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACICK ... RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 Peak AVF 855 855 0.071 513 10.0 12 x 20 ShtMetl rt9 Peak AVF 314 204 0.111 855 8.2 0 x 0 ShtMetl rt4 -�- wrightso. t^ 2018 -Apr -12 07:56:35 �y+/�w� 1-11— ,« Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ACICK ... RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Duct System Summar Job: 5770 W 41ST AVE 7 y Date: APRIL O6, 2018 STEEL•T UPPER 1 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .1112 (:f1NIlITi()\I'Vti 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project• • For: MERKWOOD HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.24 in H2O 0.56 in H2O 0.353 / 0.205 in H2O 0.073 in/100ft 555 cfm Cooling 0.80 in H2O 0.24 in H2O 0.56 in H2O 0.353 / 0.205 in H2O 0.073 in/100ft 555 cfm 761 ft 25 Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATHROOM 2 h 417 25 25 0 0 Ox 0 ShMt 0 0 BATHROOM h 415 17 9 0.121 5.0 0x0 ShMt 46.6 245.0 srs1 BEDROOM 1 h 1830 75 53 0.084 6.0 Ox 0 ShMt 23.3 395.0 srs3 BEDROOM 1-A h 1830 75 53 0.083 7.0 Ox 0 ShMt 26.7 400.0 st26 BEDROOM 2 h 3570 145 145 0.085 7.0 Ox 0 ShMt 29.0 385.0 srs2 LAUNDRY c 582 11 34 0.073 5.0 0x0 ShMt 17.1 465.0 st25 MASTER BATH c 1245 73 74 0.088 7.0 Ox 0 ShMt 68.5 335.0 srs4 MASTER BEDROOM c 1264 50 75 0.121 7.0 Ox 0 ShMt 62.8 230.0 srs6 MASTER BEDROOM -A c 1264 50 75 0.098 6.0 Ox 0 ShMt 51.0 310.0 st20 MASTER CLOSET -A h 850 35 14 0.081 4.0 Ox 0 ShMt 48.8 390.0 st20 wrightsoft' 2018 -Apr -12 07:56:35 ^` Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACC,i, ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Name Trunk Type Htg (cfm) Cig (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st27 Peak AVF 75 53 0.084 380 6.0 0 x 0 ShtMetl st3 st26 Peak AVF 75 53 0.083 279 7.0 0 x 0 ShtMetl st25 stl 7 Peak AVF 73 74 0.088 275 7.0 0 x 0 ShtMetl stl6 stl 6 Peak AVF 207 237 0.081 305 5.0 8 x 14 ShtMetl stl 5 srs4 Peak AVF 73 74 0.088 275 7.0 0 x 0 ShtMetl stl 7 stl9 Peak AVF 85 89 0.081 333 7.0 0 x 0 ShtMetl SO st20 Peak AVF 85 89 0.081 333 7.0 0 x 0 ShtMetl srs7 srs7 Peak AVF 85 89 0.081 333 7.0 0 x 0 ShtMetl SO 9 st21 Peak AVF 50 75 0.121 280 7.0 0 x 0 ShtMetl stl6 srs6 Peak AVF 50 75 0.121 280 7.0 0 x 0 ShtMetl st21 stl4 Peak AVF 310 333 0.073 333 3.2 8 x 18 ShtMetl stl 3 srsl Peak AVF 17 9 0.121 124 5.0 0 x 0 ShtMetl st22 stl5 Peak AVF 207 237 0.081 237 5.0 8 x 18 ShtMetl st14 st22 Peak AVF 17 9 0.121 124 5.0 0 x 0 ShtMetl st14 srs3 Peak AVF 75 53 0.084 380 6.0 0 x 0 ShtMetl st27 st2 Peak AVF 145 145 0.085 116 3.2 10 x 18 ShtMetl st9 Peak AVF 145 145 0.085 544 7.0 0 x 0 ShtMetl st2 st3 Peak AVF 385 386 0.073 309 6.0 10 x 18 ShtMetl stl 3 Peak AVF 310 333 0.073 267 3.2 10 x 18 ShtMetl st3 st24 Peak AVF 86 87 0.073 249 8.0 0 x 0 ShtMetl stl4 st25 Peak AVF 86 87 0.073 249 8.0 0 x 0 ShtMetl srs8 srs8 Peak AVF 86 87 0.073 249 8.0 0 x 0 ShtMetl st24 srs2 Peak AVF 145 145 0.085 544 7.0 0 x 0 ShtMetl st9 Return Branch Detail Table Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb7 Ox 0 273 265 278.9 0.073 351 12.0 8x 14 265 ShMt rrs2 rb8 0x0 282 290 0 0 0 0 Ox 0 351 ShMt 8 x 14 Return Trunk Detail Table t' wrightsoft- 2018 -Apr -12 07:56:35 wt� Page 4 .......�."',' ...,""' Right -Suite® Universal 2018 18.0.11 RSU03108 /riiC� ... RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 273 265 0.073 164 8.4 12 x 20 ShtMetl rt8 Peak AVF 273 265 0.073 351 8.4 8 x 14 ShtMetl rt2 rrs2 Peak AVF 273 265 0.073 351 12.0 8 x 14 ShtMetl rt8 t' wrightsoft- 2018 -Apr -12 07:56:35 wt� Page 4 .......�."',' ...,""' Right -Suite® Universal 2018 18.0.11 RSU03108 /riiC� ... RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Duct System Summar Job: 5770 W 41ST AVE Y y Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41 ST AVE .1112 t:()NI)ITIf )NINti 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: ewwi.steelt.com Project• • For: MERKWOOD HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.30 in H2O 0.50 in H2O 0.259 / 0.238 in H2O 0.086 in/100ft 600 cfm Cooling 0.80 in H2O 0.30 in H2O 0.50 in H2O 0.259 / 0.238 in H2O 0.086 in/100ft 600 cfm 578 ft (cfm) Supply Branch Detail Table Supply Trunk Detail Table Design HtgClg Clg Design Diam H x W Duct Actual Ftg.Egv Name Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATHROOM 3 c 443 57 63 0.093 6.0 Ox 0 ShMt 17.4 260.0 st1 BEDROOM 3 c 2265 287 320 0.089 8.0 Ox 0 ShMt 25.7 265.0 st6 GAMEROOM h 3013 256 217 0.086 10.0 0x0 ShMt 20.8 280.0 st1 Supply Trunk Detail Table Return Branch Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 600 600 0.086 771 9.3 8 x 14 ShtMetl 0.086 st6 Peak AVF 287 320 0.089 918 8.0 0 x 0 ShtMetl st1 Return Branch Detail Table 1 Wrightso t' 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 5 ACCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 0x0 256 217 277.1 0.086 256 10.0 8x 18 ShMt rt1 rb9 0x0 344 383 0 0 0 0 Ox 0 ShMt 1 Wrightso t' 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 5 ACCk ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 256 217 0.086 256 10.0 8 x 18 ShtMetl wri htsoft" 2018 -Apr -12 07:56:35 .;..9.,.,,,...„«.,,..„,,..., Right-SuiteC� Universal 2018 18.0.11 RSU03108 Page 6 111iLP1 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N a�� Ducts stem multi orientation report Y p Job: Date: 5770W41STAVE APRIL 06, 2018 STEEL 1 MAIN By: JOHN C. AIR (:lNl(NTI()�I�1(i STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41STAVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: www.steelt.com Project Information •OD HOMES Group 1: ( N, NE, E, SE, S, SW, W) Group 2: (NW) Duct Name N NE E SE eg CFM eg Size uct Size eg CFM fiegSize IDUCI Size eg CFMeg Size puct Size regCFm reg 5,ze uct Size I Bras u nche BATH ROOM 36 h 2x10 4 3 6 h 2x10 4 36 h 2x10 4 36 h 2x10 4 BATH/ WC 11 h 4x10 4 11 h 4x10 4- 11 h 4x10 4 11 h 4x10 4 BSMT BEDROOM 87 h616 6 87h 6x10 6 87 h 6x10 6 87 h 6x10 6 DINING ROOM 47c 4x10 6 42 c 4x10 6 37 h 4x10 6 42 c 4x10 6 DINING ROOMA 47 c 4x10 6 c 4x10 6 37 h- 4x10 6 -1 42 c 4x10 6 416 6 -42 _ -_ DINING -ROOM --B 47 c 4x10 6 42 c 4x10 6 3711 4x10 6 42 c FINISHED BSMT 1_16 h 6x10 _L6 116 h_ 6x10 T6 -.-"---67 116 h 6x10 6 116 h 6x10 6 KITCHEN_ + 78 c 4x10 5 67 C 4x10 5 c 4x10 5 72 c 4x10 5 LIVING ROOM 66c4_x12 7 72 c 4x12 ! 7 81 C _ 4x12 7 65 -9-1 _4x12 7 - LIVIG ROOM -A N 66--c 4x12 + 7 72 c 4x12 7 81 c 4x12 7 65c 4x12 7 LIVING ROOM -B 1 66 C 4x12 7 72 c 4x12 Y81 c 4x12 7 65 c 4x12 7 OFFICE----- `87 c fi 4x10-fi 6 -0--C 4x10 +7 6 78 c 4x10 6 t 78 C 4x10 6 OFFICE -A 87 c 4x10 5 91 c 4x10 5 - -- - - 78 c 4_x10_ 5 �6 78 c 4_x10 5_ _ ILE ENTRY 68 h 4x10 6 103 c 4x10 6 153 c 4x10 133 C 4x10 6 UNFINISHED BSM_T 100 h 6x10 5 100 h 6x10 5 1 100 h 6x10_ 5 100h 6x10 5 Supply Trunks t28 551 c 18x8 531 h 1 8x8 531 h 18x8+531 h 18x8 St35 68 h 6 103 C 6 153 c 6 133 c 6 WO 161 c 14x8 156 c: 14x8 152 c 14x8 149 c, 14x8 t29 275 c 18x8 269 c 18x8 269 c 18x8 256 c 18x8 W 1 551 c 24x8 531 h i 24x8 531 h 24x8 531 h 24x8 t5 h 24x8 351 c, ! 24x8 1 361 c_ 24x8 354 c 24x8 t36 _-324 87 c 24x8 1 91 c 24x8 78 c 24x8 78c 24x8 Return Branches _ b6 314 h 8x14 8 314 h 8x14 8 314 h 8x14 8 314 h 8x14 8 20x141 424 c 20x14 12 41.6 cl 2_0x14 12- rb5 r12 294 C 20X14 12 299 C r 12 314 C 20 X14 12 279 c 20x14 12 Return Trunks I rt4 855 c 20x12, 855 c 20x12, 855 c 20x12 855 c 20x12 t9 314h 8 314h _ 8 314h 8 314h 8 _ Friction Rates Heating FR_ 0.071 _ 0.071 0.071 L 0.0711 Cooling FR 0.071 0.071 0.071 0.071 W ri-ghtsott` 2018 -Apr -12 07:56:35 A� Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ACCK ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = WB Front Door faces: N Project • • For: MERKWOOD HOMES uct Name S SW W i NW _ - - - Supply Branches eg CFM eg Size uct Size i eg CFM eg Size uct Size eg CFM eg Size uct ize - - - eg FM - --- eg Size - - uct Size - BATH ROOM BATH/ WC 36 h 11 h 2x10 4x10 4 4 36 h 11 h _ 2x10 4 4x10 4 36 h 11 h 2x10 4x10 4 4 36 h 11 h 2x10 4x10 4 4 BSMT BEDROOM87 DINING ROOM h 51 c 6XIOL6 4x10 6 87 h 54 c 6x10 4x10 6 6 87 h 46 c 6x10 F4x10 6 6 1 87 h 47 c 6x10 4x10 6 6 DINING ROOM -A 51 c 4x10 6 54 c 4x10 6 46 c 4x10 61 47 c I 4x10 6 DINING ROOM -B 51 c 4x10 6 54 c 4x10 6 1 46 c 4x10 6 47 C-1 4x10 6 FINISHED BSMT 116 h 6x10 6 116 h 6x10 6 116 h 6x10 6 116 h I 6x10 6 KITCHEN 82 c 4x10 5 68 c 4x10 5 67 c 4x10 5 1 70 c I 4x10 5 LIVING ROOM 54 h 4x12 7 75 c 4x12 7 98c 4x12 7 88 c 4x12 7 LIVING ROOM -A 54 h 4x12 7 75 c 4x12 7 98 c 4x12 7 88 c 4x12 7 LIVING ROOM -B 54 h 4x12 7 75 c 4x12 17 98 c 4x12 7 88c 4x12 7 OFFICE 79 c 4x10 6 69 c 4x10 66-0h h 4x10 6 65 c 4x10 6 OFFICE -A 79 c 4x10 5 69 c 4x10 5 60 h 4x10 5 65 c 4x10 5 TILE ENTRY 86 c 4x10 6 102 c 4x10 6 117 c 4x10 6 ; 80_c 4x10 6 UNFINISHED BSMT 100 h 6x10 5 100 h 6x10 5 100 h 6x10 5 100 h 6X10 -5 -- Supply Trunks t28 532 c 18x8 560 c ' 18x8 + 579 c 18x8 581 c 18x8 t35 86 c 6 102 c 6 117 c 6 80c 6 t30 154 c 14x8 183 c 14x8 190 c 14x8 182 C _ 14x8 t29 256 c I_ 18x8 312 c 18x8 335 c 18x8 317 c 18x8 t4 532 c 24x8 560 c' 24x8 579 c 24x8 581 c 24x8 t5 - .— 324 h 24x8 324 h ' 24x8 324 h 24x8 324 h 24x8 t36 1 79 c 24x8 69 c 24x8 60 h 24x8 1 65 c - 24x8 Return Branches _ rb6 i 314 h 8x14 8 314 h 8x14 8 314 h 8x14 8 314 h 8x14 8 r -- rb5 393 c 25 5 c 20x14 20x14 12 12 375 c 20x14 12 357 c_ 334 c' 2Ox-14; 12 873 c 20x14 20x14 12 12 340 c 358 c 20x14 20x14 10 12 Return Trunks rt4 855 c 20x12' 855c 20x12855 c 20x12 855 c 20x12 rt9 314 h' 8 314h 8 314h 8 314 h; 8 Friction Rates Heatina FIR0 071 0.071 0.071 0.071 Cooling FR 0.071 0.071 0.071 0.071 ''. - wrightse t` 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 /4C� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Project Information •OD HOMES uct Name Lar est Smalest u ply Branches Reg CFM e!Size Duct 'zeRag CFM eg Size Duct Size _ BATH ROOM - _ - BATH/ WC 36 h 11 h 2x10- 4x10 4 - - 4 36 h - 11 h 2x10 -_ 4x10 4 4 BSMT BEDROOM r h 6x10 DINING ROOM P4 c r 4x10 6 87 h 6 1 37 h 6x10 - 4x10 1 6 6 DINING ROOM -A DINING ROOM -B 54 c 54 c 4x10 4x10 6 6 37 h 37 h 4x10 4x10 6 6 FINISHED BSMT - KITCHEN 116 h _6x10 - 2 c 4x10 6 45 116 h T67 c 6x10 -- -__ _ 4x10 6 _— 5 LIVING ROOM 8 c 8 c 4x12 4x12 7 7 54 h - _ 54 h _ 4x12 4x12 7_ 7 _ LIVING ROOM -A LIVING ROOM -B 98 c 4x1.2_ _ 7 54_h 4x12 _ 7 OFFICE 91 c 4x10 6 60 h 4x10 6 OFFICE -A 191 c 4x10 1 5 1 60 h 4x10 5 TILE ENTRY UNFINISHED BSMT 153 c i 100 h 4x10 6x10 6 5 68 h 100 h 4x10- 6x10 6 5 upply Trunks _ W 1 '581 c 18x8 531 h 18x8 t35- --- - - - t30 1.53_ 1190 c - 6 14x8 68 h- - 149 c -- - - - - 6 -- - 14x8 -t29 - t4 33--c 581 c r__- _._ .-_ 18x8 24x8 256 c 531 h 18x8 24x8 t5 -_- t36 361 c- X91 c 24x8 24x8 324 h - 60 h - -- - - 24x8 24x8 Return Branches rb6 314 h 8x14 8 314 h 8x14 8 b4 rb5 424 c_ 1387 c 20x14 20x14 12 2 ' 340 c 255 c 20x14 20x14 10 12 Return Trunks t4 855 c 20x12 855 c 20x12 t9 14h 8 314h 8 Friction Rates - HeatingFR 0.071 0.071 ------- T Pooling FR 0.071 0.071 - wrightsoft` 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 page 3 A'l^�t��1 ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vwwo.steelt.com Project Information MERKWOOD HOMES Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW) Group 7: ( W) Group 8: (NW) uct Name Duct system multi orientation report Job: 5770W41STAVE STEEL UPPER 1 Byte: 2018 SE JOHN C.APRIL0 AIR 4'P�11TIQ�1.'Wi STEELY HEATING &AIR CONDITIONING Plan: 5770W41STAVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: vwwo.steelt.com Project Information MERKWOOD HOMES Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW) Group 7: ( W) Group 8: (NW) uct Name N NE E SE eg C eg Size IDuct Size reg CFM Peg Size uct Size reg CFM eg Size uct Size eg CFM eg Size uct Siz upply Branches BATHROOM 2 25 h 4x10 0 25 h 4x10 �0 ! 25 h 4x10 0 25 h 4x10 0 BATHROOM 4 _ 17 h 4x10 5 17 h x1 40 5 17 h 4x10 5 17 h 4x10 5 BEDROOM 1 75 h 4x10 1 6 75 h 4x10 6 93 c 4x10 6 80 c 4x10 6 BEDROOM 1-A 75 h 4x12 7 75 h 4x12 7 93 c 4x12 7 80 c 4x12 7 BEDROOM 2 145 h 4x12 7 163 c 1 4x12 7 171 c 4x12 7 171 c 4x12 7 LAUNDRY 34 c 4x10 5 30 c 4x10 5 29 c 4x10 5 29c 4x10 5 MASTER BATH 74 c 4x12 7 73 h 4x12 7 73 h 4x12 7 1 73 h I 4x12 7 ASTER BEDROOM 75 c 4x12 7 58 c 4x12 7 50 _h 4x12 7 50 c 4x12 7 MASTER BEDROOM -A 75 c 4x10 6 1 58c 4x10 6 50 h 4x10 6 50 c 4x10 6 MASTER CLOSET A35 h 2x10 4 35 h 2x10 14 35 h 2x10 4 35 h 2x10 4 u l _Trunks t27 75 h 1 75 h 6 93 c 6 80 c 6 t26 75 h 7 75 h! 7 93 c 7 80 c 7 t17 74 c 7 73 h 7 73 h 7 73 h 7 t16 237 c 14x8 207 h 1 14x8 207 h 14x8 207 h 14x8 rs7 1 74 c 7 85h 7 122 c 8 17 h 5 SO 9 89 c 7 85h 7 85 h 7 1 85 h 7 WO 89 c 7 85 h 7 85 h _7 85 h 7 rs5 89 c 7 17 h 5 85 h 7 80 c 6 t21 75 c 7 58 c 7 50 h _ 7 50 c 7 rs3 75 c 7 101 c 8 85 h 7 t14 333 c 18x8 310 h 18x8 310 h 18x8 310 h 18x8 rs8 17 h 5 163 c 7 93 c 6 50 c 7 t15 237 c 18x8 207 h 18x8 207 h 18x8 207 h 18x8 t22 17h 5 17h 5 17h 5 17h 5 rs2 75 h 6 58 c 7 17 h 5 1 171 c 7 W 145 h 18x10 163 c 18x10 171 c 18x10' 171 c 18x10 t9 145 h 7 163 c 7 171 c 7 171 c 7 t3 386 c 18x10 385 h 18x10 385 h 18x10 385 h 18x10 t13 333 c 18x10 310 h 18x10 310 h 18x10 310 h 18x10 t24 87 c 8 101 c 8 122 c 8 109 c 8 t25 87 c 8 101 c 8 122 c 8 109 c 8 rs4 87 c 8 73 h 7 171 c 7 73 h 7 rs1 145 h 7 75 h 6 50 h 7 eturn Branches ---- - b7 _ rb8 273 h 20x14' 14290 cx8 290 c8 20x14 0 291 c' 20x14 1 4x8 314 c 2 h 20x1'4 0 282 h 4 20x14x8 20x14 1 303 c 20x14 0 ' 282 h i 20X1_4_6____ 14x Return Trunks I 1 rt8 _ - - 273 h -- 20x12 291 c 14x8 � 291 c — 20x12 _ 14x8 314 c 314 c 20x12 14x8 303 c 303 c 20x1_2 14x8 '*" WrightsOR' - - 2018 -Apr -12 07:56:35 ,` !�+� ,.. • a„:.,. ,� «,, , Right -Suite® Universal 2018 18.0.11 RSU03108 Page 4 A�.Cn7� ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N rs3 273 h 14x8 _ riction Rates Heating FR f 0.073 0.073 _i, 0.073 -oolin- FR 0.073 29 7C 0.073 rs1 - - T rs6 - 14x8 3147c 73 h 14x8 303 14x8 _ 7 c 8 rs2 -�- wrightsoft`2018-Apr-12 07:56:35 !!�.�+Q�,. , , Right -Suite® Universal 2018 18.0.11 RSU03108 Page 5 /IC.C�T ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Project Information For: MERKWOOD HOMES Duct Name S g __ ply — Sup Branches- Reg CFM Peg Size Puct Sizeeq CFM Peg Size jDuct Size reg CFM -L eg Size — uct Sze Peg CFM -- ---— eq Size uct ize -- 'BATHROOM 2 25 h 4x10 0 25 h 4x10 0 25 h 4x10 0 25 h 4x10 0 BATHROOM 4 17 h l 4x10 5 17 h 4x10 5 17 h 4x10 5 17 h 4x10 5 BEDROOM 1 75 h 4x10 6 , 75 h 4x10 6 89 c 4x10 6 75 h 4x10 6 BEDROOM 1-A 75 h 4x12 7 75 h 4x12 7 89 c 4x12 7 75 h 4x12 7 BEDROOM 2 152 c 4x12. 7 157 c 4x12 7 155 c 4x12 7 155 c 4x12 7 LAUNDRY 32 c 4x10 5 30 c 4x10 5 32 c 4x10 5 32 c 4x10 5 MASTER BATH 81 c 4x12 7 85 c 4x12 7 73 c 4x12 7 73 c 4x12 7 MASTER BEDROOM 64 c 4x12 7 52 c 4x12 7 50 h 4x12 _7 55 c 4x12 7 MASTER BEDROOM -A 64 c 4x10 6 52 c 4x10 6 50 _h 4x10 6 55 c 4x10 6 MASTER CLOSET A35 h 2x10 j 4 35 h 2x10 4 35 h 2x10 4 35 h 2x10 4 SuppjKTrunks _46-7-7-5h t27 75 h - 6 89 c 16 75 h 6 W6 75 h 7 75 h 7 89 c 7 75h 7 t17 81 c 7 85 c 7 73 c 7 73 c 7 t16 223 c 14x8 207 h 14x8 207 h 14x8 207 h I 14x8 rs7 81 c 7 75 h 6 50 h_ 7 155 c 7 t19 85 h 7 85 h 7 85 h 7 85 h 7 WO 85h 7 85 h 7 85 h 7 85 h 7 rs5 17 h 5 102 c 8_1 55 c 7 85 h 7 t21 64 c 7 52 c 7 50 h 7 55 c 7 rs3 75 h 6 85 c 7 89 c 6 17 h 5 t14 3_23 c 18x8 311 c 18x8 310 h 18x8 310 hl 18x8 rs8 152 c 7 85h 7 75 h 6 t15 223 c 18x8 207 h 18x8 207 h 18x8 207 h 18x8 W2 17h 5 17h 5 17h 5 1 17h 5 rs2 85 h 7 52 c 7 W 152 c 18x10 157 c 18x10 155 c 18x10 155 c 18x10 t9 _ 152 c 7 157 c 7 1 155 c 7 155 c 7 t3 385 h 18x10 385 h 18x10 388 c 18x10 385 h 18x10 t13 323 c 18x10 311 c 18x10 310 h 18x10 310h 18x10 W4 92c ;_ 8 102 c 8 121 c 8 104 c 8 W5 92 c 8 102 c _ 8 121 c 8 104 c 8 rs4 64_q 7 157 c, 7 17 h 5 1 73 c 7 rs1 85 h 7 121 c 8 -1-1-0-4c i 8 Return Branches _ 1.273 h 20x14 14x8 282 c 20x14 _ 14x8 296 c 20x14, 14x8 286 c l 20x14 14x8 rb8 __ Return Trunks _28.3 c 20x14 0 282 h_ 20x14 0 282 h 20x14 0 282 h -- 20x14 -- 0 -- rt2 _ rt8 - - 273 h ! `-273 hT 20x12 282 c' 14x8 282 c 20x12 1 x 1296 296 c c 120x121 286 c 14x8 286 c 20x12 _- 14x8 rs3 273 h 14x8 _ 286 c 14x8 Friction Rates Heating FR 0.0731 0.0731 0.073 0.073 Cooling FR 0.073 0.0731 0.073 0.073 rrs1 rs6 92 c 8 17 h 5 1 73 c _-:7:7#5_5 c 7 rrs2 282 c 14x8 1 296 c 14x8 - wrightSoR' 2018 -Apr -12 07:56:35 .�...• . ,,. au« «.,. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 6 ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Project • • For: MERKWOOD HOMES Duct Name I Largest Smalest ' =Duct Reg CFM Reg Size Duct Size Reg CFM Reg Size Size Su I Branches BATHROOM 2 25_h 4x10 0 25 h 4x10 0 BATHROOM 4 17 h- - ' 4x10 t 5 17 h 4x10 5 BEDROOM 1 93 c 4x10 6 _ _ 75 h - 4x10 6 - BEDROOM 1-A 93-c 4x12 7 75 h 4x12 7 BEDROOM 2 171 c4 x12 4x12 7- 145 h 4x12 7 LAUNDRY 34 c 4x10 5 29-c 4x10 5 MASTER BATH 8_5c 4x12 7 73 h_ - - 4x12_ _ 7 _ MASTER BEDROOM 75 c 4x12 7 50 h 4x12 T7 MASTER BEDROOM -A 75 c 4x10 - 6 _i 50 h _ 4x10 6 - MASTER CLOSET -A__ 35 h 2x10 4 1 35 h 2x10 4 Supply Trunks t27 43=c _ 6 75 h 6 t26 93 c 7 75 h 7 t17 c 7 73 h 7 _ t16-- _85 237 c - - 14x8 207 h- rs7 1155 c 817 h --- ! 5 t19 89 c - --I- - - � 7 ---- i 85 h 7 t20- 89 c 7 — 85 h -- ---- -- - 7 - rs5 1155c - - -- - r8 17h 5 t21 .75c --- - - 7 50 h _ 7 rs3 .101 c 8— 0 t14 333 c � 18x8 _ 310 h _ _ _ _ _ 18x8 rs8 163 c 7 0 h 0 t15 237 c - I 18x8_ _ 207 h - 18x8 t22 17 h 5 17 h 5 rs2 171 c 7 0 h 0 t2 171 c 18x10 145 h 18x10 t9 171 c 7 145 h -- -- - -- -- 7_ __- t3 88 c - _ 8 10 1 385 h 18x10 t13 33 c 18x10 1 310 h 18x10 t24 122 c = 8- --- - - -87 c - - 8 - t25 - - - 1122c - - - 8 87c +8 rs4 171 c - - L8__ -- 17 h- - 1 5 - _ - - - rsl X145 h 8 0 h 0 Return Branches b7 314 c 20x14 14x8 273 h 20x14 14x8 b8 290 c 20x14 0 i 282 h 20x14 0 Return Trunks 2 314 c - 273 h - _ 20x12 8 -20x12 14 c - - 14x8 273 h 14x8 rs3 286 c 14x8 0 h 0x0 Friction Rates Heating FR - -- 073 - -- - - 0.073 Cooling FR 0.073 0.073 rrsl 314 c 14 0-h 0 _ rs6 109 c 18 0 h 0 rrs2 g96 c - 14 0 h L0 ' Wrightsoft- 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 7 ACCK ..-RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018-rup Calc = W8 Front Door faces: N 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wmv.steelt.com Project Information ••D HONES Group 1: (N, NE, E, SE, S, SW, W, NW) uct Name(N) Duct system multi orientation report Job: 5770 W 41ST AVE ��.�-•.4 Date: APRIL 2018 STEEL•T UPPER 2 By: JOHN C. MIR (:(]'Vl'IITI[)\1111 """"'""" STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: wmv.steelt.com Project Information ••D HONES Group 1: (N, NE, E, SE, S, SW, W, NW) uct Name(N) NE E SE eg M Peg Size uct size eg M eg ize puctSize Vreg C reg Size uct Size eg FM eg Size uct 'ze u I Branches ------ BATHROOM 3 - 63 c 4x10 - 6 - 57 h! 4x10 -- 6 - 57-h 4x10 6 -1 57 h 4x10 - 6 BEDROOM 3 3_20 c 4x14 8 1361 c 4x14 8 380 c 4x14 8 375 c 4x14 8 AMEROOM 256 h 4x14 10 256 h 4x14 10 256 h 4x14 ' 10 256 h 4x14 10 upply Trunks t1 --- -- — - - 600 c I -- 14x8 ' 600 c ' 14x8 600 c 14x8:600 c' 14x8 t6 320 c 8 — —� 361 c 8 380 c 8 i 375 c -- 8 eturn Branches _ rb3 256 h 8x14 18x8 256 h 8x14 18x8 256 h 8x14 18x8 256 h 8x14 18x8 rb9 383—c 6x14 — 0 405 c 6x14 0 413 c 6x14 0 416 c' 6x14 0 eturn Trunks _r ----------- -T - rt1 _ 256 h 18x8 256 h 18_x_8 256 h 18x_8_ 256 h'i 18x8 Friction Rates Heating FR 0.086 0.086', 0.0861 0.086 Cooling FR 0.086 0.086 1 0.0861 0.086 .� wrightsoft` 2018 -Apr -12 07:56:35 Right -Suite® Universal 2018 18.0.11 RSU03108 Page 8 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Project Information For: MERKWOOD HOMES Duct Name S S NW �upply Branches eg CFM eg Size uct Size eg CFM eg Size uct Size eg CFM eg Size uct Size eg CFM Peg Size uct Size - - - EDROO33 BEDROOM 33 338 c 4x14 - - -- 8 327 c 4x14 8 A 3 24 c 4x14 8 327 c 4_x10 4x14 6 8 AMEROOM Supply Trunks -- - 256 h; 4x14 10 —� 4x14 10 256 h 4x14 10 256 hi 4x14 10 -- - - t6 - i 338 c 4x8 t 320 c 8 r $4x8 '-600 324 c - 14x8 8 600 32 c 14x8 Return Branches b3 256 h 8x14 18x8 256 h 8x14 18x8 256 h 8x14 18x8 256 h 8x14 18x8 rb9 387 c 6x14 0 361 c, 6x14 0 351 c 6x14 0 371 c' 6x14_ 0 Return Trunks rt1 _ Friction Rates 256 h 18x8 I 256 h _ 18x_ 8 256 h 18x8 256 h — 18x8 Heatin FR 0.086 0.086 0.086 0.0861 Cooling FR 0.086 ! 0.086 0.086 0.086 -�- 2018 -Apr -12 07:56:35 wr➢ghtsoft` Right -Suite® Universal 2018 18.0.11 RSU03108 Page 9 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Project Information ••D HOMES Duct Name Lar estSmalest Supply eS Reg CFM Re5LSLze Duct Size Reg FM Reg Size Duct Size BATHROOM 3 BEDROOM 3 3 c 1380 c 4x10 4x14 6 1 8 57 h 320 c 4x10 4x14 6 8 GAMEROOM 256 h - - 4x1410 256 h 4x14 10 Supply Trunks --- - --- --- - ---- --- t1 00 c - f -- - 14x8 600 c ---- - 14x8 - t6 380 c 8 320 c 8- Return Branches I rb3 256 h 18x14 118x8 � 256 h 8x14 18x8-- rb9 — 16 c 6x14 0 351 c Return Trunks - — rt1 256 h 18_x8 256 h 18x8 Friction Rates _ -- Heating FR 0.086 0.086 Cooling FR 0.086 0.086 ,� * wrightsoft' 2018 -Apr -12 07:56:35 !!��+t+� ,w,,., Right -Suite® Universal 2018 18.0.11 RSU03108 Page 10 /IC�C�I\ ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Static Pressure and Friction Rate Job: 5770 W 41ST AVE Date: APRIL O6, 2018 STEEL•T MAIN By: JOHN C. IIIi.1f1:V[iR STEEL T HEATING &AIR CONDITIONING Plan: 5770W41STAVE .1111 f:1)YI]ITI[1�1.Vf1 2750 S SHOSHONE ST #240, ENGLEWOOD. CO 80110 Phone: 303-761-9276 Fax 303-762-9520 Email: jcozad@steelt,com Web: www.steelt.com Project• • For: MERKWOOD HOMES Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressure losses 28 10 Coil 0.22 0.22 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.06 0.06 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.46 0.46 Total Effective Length Supply Ducts Return Ducts Friction Rate Heat! ng (in/100ft) 0.071 OK 0.071 OK Cooling (in/100ft) 0.071 OK 0.071 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K1=60, 2K3=70, 2K5=80, 101=120: TotalEL=425 Return 6G=30, 6B2=40, 6BB=25, 5H1=45, 6CA=10: TotalEL=150 wrightsoft" 2018 -Apr -12 07:56:37 �. M ............ .....,.,. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Supply Return (ft) (ft) Measured length of run -out 16 13 Measured length of trunk 28 10 Equivalent length of fittings 425 150 Total length 469 173 Total effective length 642 Supply Ducts Return Ducts Friction Rate Heat! ng (in/100ft) 0.071 OK 0.071 OK Cooling (in/100ft) 0.071 OK 0.071 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K1=60, 2K3=70, 2K5=80, 101=120: TotalEL=425 Return 6G=30, 6B2=40, 6BB=25, 5H1=45, 6CA=10: TotalEL=150 wrightsoft" 2018 -Apr -12 07:56:37 �. M ............ .....,.,. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 1 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Static Pressure and Friction Rate Job: 5770 W 41ST AVE Date: APRIL 06, 2018 STEEL•T UPPER 1 By: JOHN C. klISAT-11 STEEL T HEATING &AIR CONDITIONING Plan: 5770W41ST AVE .M1 IR l:fiN[llTlll\t'V(I 2750 S SHOSHONE ST 9240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 Email: jcozad@steelt.com Web: WWW.steelt.com Project• • For: MERKWOOD HOMES Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressure losses 16 19 Coil 0.12 0.12 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.06 0.06 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.56 0.56 Total Effective Length Supply Ducts Return Ducts Friction Rate Heat! ng (in/100ft) 0.073 OK 0.073 OK Cooling (in/100ft) 0.073 OK 0.073 OK Fitting Equivalent Length Details Supply 4G=80, 911=85, 8B1=90, 8B1=90, 101=120: TotalEL=465 Return 6G=30, 8B1=90, 8B1=90, 5H1=45: TotalEL=255 1 Wf•1 ht5Oft-, 2018 -Apr -1207:56:37 9,,,.,,,,,.,„,,,- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Supply Return (ft) (ft) Measured length of run -out 1 5 Measured length of trunk 16 19 Equivalent length of fittings 465 255 Total length 482 279 Total effective length 761 Supply Ducts Return Ducts Friction Rate Heat! ng (in/100ft) 0.073 OK 0.073 OK Cooling (in/100ft) 0.073 OK 0.073 OK Fitting Equivalent Length Details Supply 4G=80, 911=85, 8B1=90, 8B1=90, 101=120: TotalEL=465 Return 6G=30, 8B1=90, 8B1=90, 5H1=45: TotalEL=255 1 Wf•1 ht5Oft-, 2018 -Apr -1207:56:37 9,,,.,,,,,.,„,,,- Right -Suite® Universal 2018 18.0.11 RSU03108 Page 2 ..RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Static Pressure and Friction Rate Job: 5770 W 41ST AVE rr�\�►'�� ,, Date: APRIL 06, 2018 STEEL•T UPPER 2 By: JOHN C. STEEL T HEATING & AIR CONDITIONING Plan: 5770 W 41ST AVE .11X tYISV(llTlt/i1Vf3 2750 S SHOSHONE ST #240, ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax. 303-762-9520 Email: jcozad@steelt.com Web: ~.steelt.com Project• • For: MERKWOOD HOMES Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressure losses 2 1 Coil 0.18 0.18 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.06 0.06 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.50 0.50 Total Effective Length Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.086 OK 0.086 OK Cooling (in/100ft) 0.086 OK 0.086 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K2=65, 101=120: TotalEL=280 Return 6C6=115, 6G=30, 8B1=90, 5A=40: TotalEL=275 -►� wrightsoft 2018 -Apr -12 07:56:37 ..` ;,,.. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N Supply Return (ft) (ft) Measured length of run -out 19 2 Measured length of trunk 2 1 Equivalent length of fittings 280 275 Total length 301 277 Total effective length 578 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.086 OK 0.086 OK Cooling (in/100ft) 0.086 OK 0.086 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K2=65, 101=120: TotalEL=280 Return 6C6=115, 6G=30, 8B1=90, 5A=40: TotalEL=275 -►� wrightsoft 2018 -Apr -12 07:56:37 ..` ;,,.. Right -Suite® Universal 2018 18.0.11 RSU03108 Page 3 ACCA ...RKWOOD HOMES\LOADS\5770 W 41ST AVE 04062018.rup Calc = MJ8 Front Door faces: N 20x12 Sup Ri 5" Sup Riser____ 7" Sup F 7" Sup Ris 7„ BASEMENT Job #: 5770 W 41 ST AVE Performed by JOHN C. for: MERKWOOD HOMES STEEL T HEATING & AIR CONDITIO... 2750 S SHOSHONE ST #240 ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 www.steelt.com jcozad@steelt.com 6x10 87 cfm Scale: 1 :121 Page 1 Right -Suite® Universal 2018 18.0.11 RSU03108 2018 -Apr -12 07:58:17 .ADS\5770 W 41STAVE 04062018.r.. Sup Riser 5" 4x 78 Sup 7" Sup Ris 7" 4; 47 Sup Ris 7„ 4x10 47 cfm MAIN FLOOR 4x10 87 cfm Job #: 5770 W 41 ST AVE Performed bjr JOHN C. for: MERKWOdD HOMES STEEL T HEATING & AIR CONDITIO... 2750 S SHOSHONE ST #240 ENGLEWOOD, CO 80110 Phone: 303-761-9276 Fax: 303-762-9520 www.steelt.com jcozad@steelt.com 14x8 ser Scale: 1 :121 Page 2 Right -Suite® Universal 2018 18.0.11 RSU03108 2018 -Apr -12 07:58:17 .ADS\5770 W 41 ST AVE 04062018.r... 4x10 25 cfm 2x10 35 cfrr UPPER FLOOR 4x12 Ret Riser 10" Job #: 5770 W 41 ST AVE STEEL T HEATING & AIR CONDITIO... Scale: l :121 Performed by JOHN C. for: Page 3 MERKWO?OD HOMES 2750 S SHOSHONE ST #240 Right -Suite® Universal 2018 ENGLEWOOD, CO 80110 18.0.11 RSU03108 Phone: 303-761-9276 Fax: 303-762-9520 2018 -Apr -12 07:58:17 www.steelt.com jcozad@steelt.com ADS\5770 W 41ST AVE 04062018.r... City of Wheat Ridge Residential Demoliti PERMIT - 201709281 PERMIT NO: 201709281 ISSUED: 11/28/2017 JOB ADDRESS: 5770 W 41st AVE EXPIRES: 11/28/2018 JOB DESCRIPTION: Residential total demolition of existing house. State Demolition approval notice number 17JE6903D. *** CONTACTS *** OWNER (303)888-3314 5770 W 41ST LLC SUB (303)467-3366 Dave Stefanich 080140 All Demolition Excavation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed a a 1 work to be performed is disclosed in this document and/or its' accoom�p ying approved plans and specifications. Signa e of OWER or ONTRACTdk (Circle one) Date 1. This permit was issued he information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 cod ,or=aqy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. —r C 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 j�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICY USE ONLY Date: / 75' (7 Plan/Pennit# -,.Z) 7 U / Plan Review Fee: �0 . Building Permit Application PAID Please complete all highlighted areas on both sides of this form. Incomplete applications may not be process4d. *** Property Address: 5770 W 41 st Ave Property Owner (please print): 5770 W 41 st Ave LLC Phone: 303-888-3314 Property Owner Email: officemanager@merkwoodhomes.com Mailing Address: (if different than property address) Address: 1900 Depew St #140219 City, State, Zip: Denver, CO 80214 Architect/Engineer: Architect/Engineer E-mail: Contractor: All Demolition Excavating Company Contractors City License #: 080140 Contractor E-mail Address: excavate@earthnet.net Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W. R. City License # Phone: Phone: 303-467-3366 Other City Licensed Sub: City License # Mechanical: W. R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT © OTHER (Describe) Total demolition of existing house (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) am 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) o (AUTHORIZED REPRESENTATIVE) of (OWNS (CONTRACTOR) Electronic Shmature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 — Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 11/20/2017. The actual scheduled work dates are from 11/20/2017 through 12/20/2017. Approval issued on: 11/27/2017 Record number: 132793 Notice Number: 17JE6903D For the location specified below: SFRD 5770 W. 41st Ave Wheatridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 46588 Asbestos Building Inspector: Derek D'Avignon Cerification No.: 10177 Inspection Date: 09/14/2017 . eso 2/10. that the se ack distances proposed by this permit .application are accurate �s orf reguI t on of the City of Wheat Ridge or covenants, easements or rest: , all a one made are accurate; that I have read and agree to abide l at as a 11 responsibility for compliance with the Wheat Ridge Build. -� i Ord es, for work under this pe /l it Plans subject to field inspec r for {owne f date pplicable ? t all ed on this 1 other we of the able ration':.. ed no s not all 4 City of Wheat Ridge Res. Miscellaneous PERMIT - 101692 PERMIT NO: ' 101692- ISSUED:: 07/06/2010 E JOB ADDRESS:. 5770 W.. 41ST AVE `- EXPIRES: 0,1/02/201f DESCRIPTION;. Metal 'storage container (15 day permit) ** *'CONTACTS * ** owner 303/648 -1522 Jo Padilla e` ** PARCEL INFO ** ZONE; CODE: UA > USE: UA `= SUBDIVISION: 0427 .' BLOCK /LOT #: 0,/ *` ** FEE SUMMARY ** ESTIMATED PROJECT .`VALUATION: .00 FEES Permit Fee ' 35.00 . eso 2/10. that the se ack distances proposed by this permit .application are accurate �s orf reguI t on of the City of Wheat Ridge or covenants, easements or rest: , all a one made are accurate; that I have read and agree to abide l at as a 11 responsibility for compliance with the Wheat Ridge Build. -� i Ord es, for work under this pe /l it Plans subject to field inspec r for {owne f date pplicable ? t all ed on this 1 other we of the able ration':.. ed no s not all Tpmnnrary Placement Permit Dumpster /Container Company: 'C> r—V7 L � Dumpster /Container Company Address: �` / - 0U �O &0 Dumpster /Container Company Phone Number: L �t0 �/ Will dumpster /container be located on private property? Yes No ❑ Will dumpster /container be located on street? Yes ❑ NoZ' (If yes, a separate right -of -way permit is required.) * THIS PERMIT EXPIRES FIFTEEN (15) DAYS FROM DATE OF APPROVAL. APPROVAL DATE: Permits are approved subject to the following conditions 1. Temporary dumpsters /containers may be allowed in all zone districts and must be located on private property. 2. If impractical to locate on private property, a right -of -way permit may be obtained from the Public Works Department pursuant to Article III of Chapter 21 of the Wheat Ridge Code of Laws. Contact 303 - 235 -2861. 3. Temporary dumpsters /containers shall not be located so as to create sight, traffic, or safety obstructions. 4. Dumpsters /containers shall not block sidewalks or impede pedestrian traffic. 5. The area surrounding the dumpster /container shall be kept clean and free of debris. 6. Permittee is required to keep this permit displayed so as to be visible from the street. 7. Permittee assumes all and liabilitv for iniurv, 8. The repair of Fee: $35.00 Signature of Apr gutter, of the resulting from the placement, use or removal of the shall be performed to the satisfaction of the City. Building Division holds the City harmless against all claims, damages, suites, penalties, fines arsons or loss or damage to property related to the placement of a Public Works zz I ._.,.. ___ '. _ _...r ---- . __ ............. _ Size of proposed dumpster /container Cu. Yds. ** FEE SUMMARY ** ESTIMATED PRQi7E M FEES Permit Fee 35.00 TOTAL * *- ..35.00 o�` 4 , Con i ons : P i a3 "' f 5 da onl Subject to field inspection. I shy er th th etback dist sees p posed by this permit application are accurate, and do, not violate applicable or inane 's, es o re tions of t City I Wheat Ridge or covenants, easements or restrictions of record; that all asure an ho n 1'ega ons. de ar accurate, that I have read and agree to abide by all conditions_ printed on this re� pli t n E a I um f ll r •pons ility for compliance with the wheat Ridge Building Code '(I.B.C) and all other.. ab h at i n so, or o under this permit. Plans .subject to field inspection r 'S' +:. date 1. This permit was issued in accordance with the provisions set forth m your application and is subject to the laws of the State of Cc orado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances fF the City..:. 2. This permit hall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date An ext sion maybe granted the discretion of the Building Official. 3. If this permit ires, 'a new permit may be acquired for a fee of one-half the amount normally required, provided no y ' changes have "been o '11 be made <' € original plans and specifications and any suspension or abandonment: has not exceeded one (1) year. of changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for alnew permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage', problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6 The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor' an approv £, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All p n few is subject t0 field inspections. Sign re Chief Building Official date `IN ECTION REQUEST LINE: (303)234 -5933 '.BUILDING OFFICE: (303)235 -2855 - REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Date: Property Owner: Address of Size of proposed dumps' er/container: )!-u Cu. Yds. Dumpster /Container Company: t ��1 Dumpster /Container Company Address: L!/ koo - Z PJMD �ke Dumpster /Container Company Phone Number: 1 3 0 0 q 0a (?Y& - 2N Will dumpster /container be located on private property? Ye� No ❑ Will dumpster /container be located on street? Yes E] N (If yes, a separate right -of -way permit is required.) * THIS PERMIT EXPIRES FIFTEEN (95) PAYS FROM DATE OF APPROVAL. APPROVAL DATE: Permits are approved subject to the following conditions 1. Temporary dumpsters /containers may be allowed in all zone districts and must be located on private property. 2. If impractical to locate on private property, a right -of -way permit may be obtained from the Public Works Department pursuant to Article III of Chapter 21 of the Wheat Ridge Code of Laws. Contact 303 - 235 -2861. 3. Temporary dumpsters /containers shall not be located so as to create sight, traffic, or safety obstructions. 4. Dumpsters /containers shall not block sidewalks or impede pedestrian traffic. 5. The area surrounding the dumpster /container shall be kept clean and free of debris. 6. Permittee is required to keep this permit displayed so as to be visible from the street. 7. Permittee assumes all liability and holds the City harmless against all claims, damages, suites, penalties, fines and liability for injury or death to persons or loss or damage to property related to the placement of a dumpster /container in the City right -of -way. 8. The repair of any damage to pavement, curb, gutter, landscaping resulting from the placement, use or removal of the dumpster /container shall be the responsibility of the applicant and shall be performed to the satisfaction of the City. Fee: $35.00 2 -ot d Phone: Signature of Applicant: Approved By: Planning Division Building Division Public Works City of Wheat Ridge Residential Fence PERMIT - 091856 ?ERMIT NO: 091856 :ISSUED: 09/01/2009 iOB ADDRESS: 5770 W 41STAVE EXPIRES: 02/28/2010 )ESCRIPTION:. Install 200 lf: of 6' and 80 lfof 4' white vinyl fence CONTACTS.:*** - )wner 303/648-1522 Mark Arriola *PARCEL INFO ;ONE CODE: R-1A -USE: SFR 3UBD I V I S ION 0427 BLOCK/ LOT# : 0/ *FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,500.00'. FEES Permit Fee 108.30 Plan Review 'Fee 70.40 7 `)a Total Valuation .00t.t%.((v; Use Tax 45.00 :TOTAL 223.70 :onditions: - 'ence in the site distance traingle must be reduced to 42 inches as indicated on .he plans. Tote: Owner/Contractor is responsible for locating proeprty `lines and onstructing'improvements raccording `to the approved plan and required levelopment,.standards. The City is not responsible for inaccurate. information ubmrtted withl.n the. plan set and any construction `errors resulting from naccurate- nf~rmation. ub7ee£ to l inspec s. i hereby/~ tr thah the etback isdnces proposed by this permit application are accurate, and do not violate applicable Drdina gce as r reg ations t}'a City of Wheat Ridge or covenants, easements or restrictions of record; that all rieasu1,r", t~ show/and allegation ads are accurate; that I have. read and agree to abide by all conditions printed on this agpl/ n axtd that I a ume ful esponsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other app c e eat d d'. nanca for work under this pe it. Tans subject to field inspection. 9/01/ /0 natur-_n'f'contrso fontracqkr/owner date This pe it was issued in accordance. with the provisions set forth in your application and is subject to the laws of the Stateo Colorado and to. the Zoning Regulations and Building. Codes of Wheat. Ridge, Colorado or any other applicable ordinance of the city. This permit 11 expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extensio t n C the discretion of the Building Official. . If this permit expires, a new permit may be. acquired for a fee of one-half the amount normally required, provided no changes have been or will be made: in the original plansand specifications and any. suspension or abandonment has not exceeded one '(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of. water causing a drainage. problem. Contractor. shall notify the Building Inspector twenty-four (24).. hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases. of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an. approval of, any violation of the provisions of the building :codes or any other ordinance, law, rule or regulation. All plan rev'ew subject to field inspections. ignature -Ch Building Official =date NSPEC ION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 EQUESTSzMUST BE MADE BY 3PM'ANY,-BUSINESS `DAY FOR'` INSPECTION THE-'FOLLOWING. BUSINESS DAY. Fw"E?Tp City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 O<ORPO Building Permit Applicat Property Address: 5-7 70 W41 ~9- &16 Property Owner (please print): Mailing Address: (if different than property address) Address: Date: D U S n I Plan 09' a C g- Permit Q C1191%, (aqq~ Contractor: Contractor License Phone: Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description of work: (as calculated per the Building aluation Data sheet) l i/ I„~~\.•~A,lil I ~ ~ 1 ~ ~~~,L . ~/,r~ Plan Review (due at time of submittal): $ . Tat aP ~D . Sq. Ft./L. Ft added: Squares BTU's Gallons Amps 0 ~ d ® G 0 ~v o cg o a igI a r,( ~ >-oo`v8 fit," ehoa~a6 ! 0 m C _C C 4 s b ~ep 4 C I STOP WORK ORDER e j 1? L-' 6 Yl L ,Weed' x Y This notice may be removed ONLY by the City of heat Ridge Building Departmentl Date: ' 1v, wilding Inspector: p.r.e,:j/ a, i t ~W U7 C` 7 ♦ 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:.'! Job Address: °r7l~ 7z Permit Number: ❑ No one available for inspection: (T~jl& , AM/PM Re-Inspection required: Yes ~Iq ' When corrections have been made, call f rs-inspection at 303-234-5933 C Date: Inspector: j DO NOT REMO HlS NOTICE F W"E'TR City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 e o Inspection Line: 303-234-5933 O<ORP~ Building Permit Application Date: or P9 169 _ Plan Permit Property Address; J ~~U t 7 y Ay C t} r2rcRt~a Property Owner (please print): if ,,,G,- I<, (4.~r r % cj a Phone: Mailing Address: (if different than property address) Address: State Contractor: Contractor License 0' 12 3 Phone: . 3 z ; h, i-1 t 0,3 5 S Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): (L1-5 , Construction Value: $ I Descriptiomof work: J' (as calculated per the Building Valuation Data sheet) n.~2V r c e:. C,.h ~n4;v, aaCld Z a ^ 3 Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: in Squares BTU's Gallons Amps r OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate; and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: tsr,-ion(1A t_yy. rc$ SIGNATURE:--,n..c td)&j Al . Date: s)z.~r(~~~ QROZON ~T Ci ty of Wheat Ridge ~ Residential Roofing PERMIT - 071101 PERMIT NO: 071101 ISSUED: 10/09/2007 JOB ADDRESS: 5770 W 41ST AVE EXPIRES: 04/06/2008 DESCRIPTION: t/o and reinstall 14 squares plus ice and water CONTACTS gc 303/425-1083 Matthew Rock 01-7908 Rock's Roofing owner 303/238-2309 Rebecca Zuniga PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0427 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 6,031.00 FEES Permit Fee 181.10 Total Valuation .00 DM Use Tax 108.56 TOTAL 289.66 . Comments: all shingles must be 6 nailed mid roof inspection required if any decking is replaced, a decking inspection wi11 be needed final inspection required I hereby certiEy Chat the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat 2idge or covenants, easements or restrictions o£ record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all oCher applicable Wheat Aidge Ordinances,)for work under this permit. Plans subject to field inspection. Si4natuie of contractor/owner ' date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes o£ Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall espire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ' 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for a11 inspections and shall receive written approval on inspection card be£ore proceeding with successive phases o£ the job. 6. The issuance oE a permit or the approval o£ drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to fieW ons- Signature of Chie£ Building OfficiaX < date I/ INSPECTION.REQUEST LINE:. (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. MEr'i'iUr NLANFiiFIG-AF3a T3EVECCIPMEM k3uifdmg F'ermit Nurnber BUILbING INSpIEctloN bIVISItlN - 235-2655 CItY dK WHP-AI' t21CJGE bate : : 7500 WESt 29tN AVENUE WHEAt t21bGE, cO 80215 AppL1~A~T~d N Properly Properly Address : 57-~YD (.J. U( S" Phono : 3a3 2,38- Z3o9 Conlraclor Ucense No. : /~9pg CompanY :~i aCkS ~C~~tq lv~ C. - Phone :,30.'~ 4z5'/0 8 3 OWNER/CONtRACTOR SIONAtURE OF AND AOREEMPNT Use tax : 11 ' total•: USO: bescrlptlon :~2ma-Je Z/ca.c.be.,CS o~0.5Pln0..C~ Yr~o~v~ I V12tca,Cl ~rxs4nJ ( '3Jb0.~e-PJ -livl6n,3fqJ/ Yen~~Gez~-~i ✓~~~cl. V 6UILbINC3 ~ a ts Approval: Znning : bi116tfl,~~ A{iproval: ~a~ ' Approval : Occupdncy : Walls : hoot: SlorieS t t2esldenHal Units ; Eleclrical Uc@nse No : Company : E~piralion batA : nrrrovai : plumbing LicOnsLs Nb : Company : Explt2Noh bgto: Approv2l: Conslrur.Uon Value : 6v 3 / Pdrmit Fee ! SIC : Sq. Ft. : Moehmnicgl LicLanstl No : CoMpANy:. txplrsiHon bata; Approv9l; nh IMe prmletone ael fodh M yebvi epplkelleri ond 111uI~acllo th! 11*1 al lh6 SIAIe af cotaredn ind M me 2onMg 1 Rid e, Coiorndo w eiry otller dtlpikebl6 adl ineel ol m! C~ wno~:ea ie nat ~n,io ei~ry (eo~ ~eyi nad i1eue ~h M(A) IM bijAdlnp euihaiitaa t8 fuspbndrd a be ecqutred for A fea Of onAhNllthe emeunl nannaN~ W~ukla. ~kwidM d116hsny89 hAvA 6dAn or witl b! m~de In n~e / we enilan or ebendohmenl hA! nol bzxMld eha (I)yeAr. It c.henpetl !rA mede d H AveplMbn brlbeidoameiii e.ceees oae tq yeer, mn reee enen ne pate ir e new ermlt. (4 No woik ot eiry menner ehall be done Ihnl wItl dienye P,e narorei daw ni *Pier eiwlnp e drdlnepa problam. (51 Con6edor lhetl nellfy Ih! 6vildlnq Iro eclw twenty-fout (41) hourd M"sdvencd fd efl Ineplcliene dnd ehaA rACllv! WdHddlpbfovdt tln ln5p8ellen Mrd Alfor! lssuemo ~xeeannp with eucceeeive Ghaee. aPn,e 'ob. (fl) pol lhe hulldlnp cad f o Airy olher ordlnen ea lew,t~m~e oarequteA nllon! lhdB hol b! Conlliuld 18 bA 1 plrtull 101, hiN 6n lpproval of. Any vblaVon al lh6 provyiens 1~1 !~I 1~) USE Buiiding Inspector (OwNEfi)(CONiftAC70R) SIGNpD OATE Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 1P Job Address: �� 3 �- `�1 r, ; r C. Permit Number: J91 J A ❑ No one available for inspection: Time 0 '1 � AM/PM Re -Inspection required: Yes ,No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:_'� Cj Inspector: DO NOT REMOVE THIS NOTICE