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2800 Teller Street
CERTIFICATE OF OCCUPANCY Permit #: 201900714 � A� Wheatpjd eg COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: New single family home - 3,567 sq ft total Date: 09/01/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: RIVAS MARY CONTRACTOR/ADDRESS: Nuhaus 303, LLC PO BOX 12055, Denver CO 80212 PROPERTY ADDRESS: 2800 Teller St, Wheat Ridge, CO 80033 PARCEL #: 39-264-12-018 ZONING: R-2 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r-.-) Job Address: e Permit Number: (1) LJNo one available for inspection: TimerTr 1y AM/PM Re -Inspection required: Yes (�o) *When corrections have been made, schedule for re -inspection online at: http //www.ci.wheatridge.co.us4nspection Date: !�` Inspector: DO NOT REMOVE THIS NOTICE 2800 teller st Insulation Certificate This form must be filled out and posted to comply with buildingco Meets IRC Sections N1101.3, N1101.41, and N1101.8 rq muiree requirements. The following spray polyurethane foam product(s) has/ha eets. [ ] SealTite PRp O ve been installed: [ ]SealTite PRO pen Cell [ ] SealTite PRO High Yield [ ]SealTite pACX [ ]SealTite PRO NO Trim 21 No Mix f�(I SealTite PRO Closed Cell [ ] SealTite PRO One Zero Consult International Building Code, Foam Plastics fors Chapter 26 -Plastic and International installed in accordancelfic requirements. with manufacturer's a spray polyurethane foam insulat�ion�dential Code de (SRC) 8314 Area Insulated g guidelines to provide a the�msae essstancehave Attic Area been of- Sloped A Ceiliwed R -Value p ngs R - Walls (Location): r o R- At Walls (Location): R- At Floors (over an unheated crawls At Crawl S R- a' At P Perimeter pace) BEa At eet Exterior Walls R- Oocation):_ At *Nominal thicknesses are representativeR At of fields R At Job site Address: 'pray"applied foam Date of BOO % material Insulation: p O Building Contractor: – ` Insulation Contractor: Insulation Contr Installed By: `° hone: TO ti INSULATION CERTIFIC -Please Post NeaATE lec-DO NOT REMOVE trical Panel i to 9PAAY FSM /NB4- 4711:11 100 Enterprise Dr Cartersville, GA 30120 Tel 770-607-0755 inches in hse in hse inc—hes inches in hse inches in hse Summary Single Family 03Mec Test file name: FanTestic version: 5.11.16 licensed to: Urban Works Test date: 2020-08-01 By: Michael Vigil Customer: Mary Rivas Building Lot Number: 15 Building address: 2800 Teller St Denver, Denver CO USA 80033 Building and Test Information Test file name: 2800 Teller St Blower Door Building volume [cu ft]: 40,400 Envelope Area [sq ft]: 4,020 Floor Area [sq ft]: 3,281 Building Height (from ground to top) [ft]: 15 Results CFM at 50 Pa: 920.10 Leakage Area (Eq LA) [sq in]: 94.31 Leakage Area (EfLA) [sq in]: 49.90 Air Changes per hour ACH50: 1.37 Compliance Page 2 of 9 Documentl 8/2/2020 Assumptions and warnings While FanTestic software may calculate air leakage results based on user input, use of this software does not in any way guarantee these results. Page 3 of 9 Documentl 8/2/2020 Building Information Single Family Building Measurements Building Volume [cu ft]: 40,400 Envelope Area (AE) [sq ft]: 4,020 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area (Af) [sq ft]: 3,281 Building Height (from ground to top) [ft]: 15 Heating/Ventilation System HVAC Systems Present: Pictures Test Method All intentional openings were set to the operating condition expected during occupancy. Discussion of Results Leakage rate The measured air flow at a test pressure of 50 Pa was 920.10 CFM which equates to an equivalent leakage area of 94.31 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap, 7.86 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing this type of duct leakage should be the first priority. Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage, a thorough evaluation of the "house as a system" will optimize comfort, energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 43.91 minutes on average. That is about 1.37 air changes each hour. This air change rate will provide annual per person ventilation of{EstimatedAnnualVentilationCFMPerPerson) CFM of fresh air each hour which is sufficient. According to the ASHRAE standard 62.2, your home does not require any additional ventilation even when windows and doors are closed. Bringing in air from a clean Page 4 of 9 Documentl 8/2/2020 outdoor location and removing stale indoor air from kitchens, bathrooms and other locations may still be important in order to improve air quality. If air sealing work is undertaken, the air leakage rate must be re- measured to determine ventilation requirements based on the new leakage rate. Combined Test Data (Tested in one direction only) Air Leakage Test Data Appendix- Single Family Depressurize Data Set Test Dataset Date: 2020-08-01 Start time: 16:03 Environmental Conditions Results Uncertainty Air flowSTP, [CFM at 50] 920.10 +/-2.7% Air change rate at 50 Pa [/h] 1.37 +/-2.7% Flow per unit floor area at 50 [CFM/sq ft] 0.280 +/-2.7% Flow per unit envelope area at 50 [CFM/sq ft] 0.229 +/-2.7% Equivalent leakage area at 10 Pa [sq in] 94.31 +/-4.3% LBL Effective leakage area at 4 Pa [sq in] 49.90 +/-7.4% LEED Permeability at 4 Pa [sq in/ 100 sq ft] 1.240 +/-7.4% Air Leakage Test Data Appendix- Single Family Depressurize Data Set Test Dataset Date: 2020-08-01 Start time: 16:03 Environmental Conditions Results Wind speed: 0 from the Operator Location: Inside the building Initial Bias Pressure: -1.71 Pa Final Bias Pressure: -0.78 Pa Average Bias Pressure: -1.25 Pa Initial Temperature: indoors: 72 OF outdoors: 68 OF Final Temperature: I indoors: 72 OF outdoors: 68 OF Test Analysis Results Uncertainty Height x Temperature difference: 60 ft OF Air leakage coefficient, C: 70.894 CFM/Pa" +/-12.52 Exponent, n: 0.655 +/-5.2193 Correlation coefficient, r: 0.99761 Air flowSTP : 920.12 CFM at 50 Pa +/-2.7 Air change rate, ACH: 1.367 air changes per hour at 50 Pa +/-2.7 Flow per unit floor area: 0.2804 CFM per sq ft +/-2.7 Flow per unit envelope area: 0.229 CFM per sq ft +/-2.7 Equivalent leakage area at 10 Pa [sq in] 94.31 +/-4.3 Effective leakage area at 4 Pa [sq in] 49.90 +/-7.4 LEED Permeability at 4 Pa [sq in/ 100 sq 1.241 +/-7.4 Page 5 of 9 Documentl 8/2/2020 ft] Measur -74.6 -52.4 -50.0 -46.8 -40.0 -34.4 -30.1 -24.8 -20.0 -13.5 -11.4 ed pressur e [Pa] Induce -73.4 -51.1 -48.8 -45.5 -38.8 -33.2 -28.9 -23.6 -18.7 -12.3 -10.1 d Pressur e [Pa] #1, Fan 82.7 46.0 44.1 Range Press B8 ure [Pa] Flow 1229 895.1 875.0 [CFM] #1, Fan 172.0 144.6 116.5 98.3 78.0 58.2 Range Press B4 ure [Pa] Flow 837.0 759.9 673.1 611.8 538.6 461.6 [CFM] #1, Fan 165.7 127.2 Range Press B2 ure [Pa] Flow 372.3 320.3 [CFM] Total 1228. 895.0 874.9 837.0 759.8 673.0 611.8 538.5 461.5 372.3 320.2 Flow 91 90 82 16 75 88 20 56 61 05 66 [CFM] Correct 1348. 982.4 960.3 918.6 834.0 738.7 671.5 591.0 506.5 408.6 351.5 ed 8 1 4 7 0 5 0 9 9 2 1 Flow [CFM] Error 6.5% -1.7% -0.9% -0.8% 0.0% -1.9% -2.3% -1.8% -2.1% 4.0% 1.5% [i] 11 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds. Average Baseline, AP: -1.25 Pa Static Pressure Averages: Average Baseline [Pa] AP -1.25 initial [Pa] AP01-1.71 AP01--1.71 AP01+0.00 final [Pa] AP02-0.78 AP02--0.78 AP02+0.00 Page 6 of 9 Documentl 8/2/2020 B ae)I nes In itlal -1.67 -1.11 -1.30 -1.59 -1]8 -1.18 -129 -207 -1.58 -2.26 3.02 -1.70 )4a� Sasell ne,fl nal -0.60 -0.05 -1.39 -1.11 LAS L.Ofi -0.62 -0.fi8 -0.B -1.05 -1.06 -l.11 )4a� FlmvvsluAtced Presute (Depressuize Set) 10 M1ag)mmure to 100 Building Gauge Pressure (Depressurize Set) Page] of 8/2/2020 Documen Test Equipment The following test equipment was used in the performance of the air leakage tests. Fan Calibration Certificate Retrotec 5000: Retrotec 5000 Fan last calibrated: (Flow Equation Parameters - 131). Published Flow Equation Parameters, Round 131. CFM Range n Gauge K K1 Fan Fan serial Fan location Gauge K4 Gauge Calibration Open 0.498 serial 0 #1 Retrotec 5000 0 DM32 407699 Fan Calibration Certificate Retrotec 5000: Retrotec 5000 Fan last calibrated: (Flow Equation Parameters - 131). Published Flow Equation Parameters, Round 131. CFM Range n K K1 K2 K3 K4 MF Open 0.498 548 0 0.3 0 1 10 A 0.502 287 0 0.4 0 1 20 B8 0.54 113.25 0 0.7 0 1 40 Polynomi al Range g f a b c d K2 MF B4 29 -0.19 0.000007943 -0.00864 4.9 206 0.8 40 B2 30 0.1 0.00000088 -0.0029 2.15 90 1 50 131 30 0 0.0000005 -0.00128 1.02 54 1 60 B74 25 0.15 0.000000796 -0.00095 0.59 18 0.8 35 B47 25 0.09 0.000000269 -0.0003591 0.2435 12.05 1 50 B29 25 -0.02 0.000000111 -0.000149 0.092 4.4 0.6 50 Fan Pressure (FP) is the measured fan pressure when using a self -referenced fan or when Room Pressure (RP) is negative. If using a fan which is not self -referenced, and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self -referencing: FP = I PrB j -PrA If PrA<0 or fan is self -referencing: FP = PrB Page 8 of 9 8/2/2020 Documentl Flow calculations are not valid if Fan Pressure is less than either MF or (K2 x I RP I). Flow in CFM using the above coefficients is calculated as follows for standard Ranges: flow = (FP — (IRPI x K1) )N + (K+(K3x FP)) Flow in CFM using the above polynomial coefficients is calculated as follows: flow = (a x FPI) + (b x FPz) + (c x FP) + d + ((g — IRPI) x f) Page 9 of 9 Documentl 8/2/2020 Air Leakage Test Report In compliance with ASTM E-779-10 Building Address: Performed for: Performed by: Test date: Associated Test file: Report Number: Unique Property ID Number: URBAN WORKS 2800 Teller St Denver, Denver CO USA 80033 Mary Rivas Michael Vigil 2020-08-01 2800 Teller St Blower Door 2800 teller st The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w. g. (50 Pascals). Envelope Leakage Test Results: CFM(50) =920.1 Volume = 40,400 ACH(50) = CFM(50) X 60 / Volume = 1.37 Pass IK Fail ❑ I hereby certify that the above envelope leakage performance results demonstrate compliance with Colorado Energy Code requirements. Licens Name: rtification Number: ichael 79486 Signature: r Veri 9=1111RUW Printed Page 1 of 9 8/2/2020 Documentl Window 18: Metal Frame with Thermal Break:Double Pane with Low -E 30 0.330 10 Window 19: Metal Frame with Thermal Break:Double Pane with Low -E 38 0.330 13 Window 20: Metal Frame with Thermal Break:Double Pane with Low -E 10 0.330 3 Window 21: Metal Frame with Thermal Break:Double Pane with Low -E 38 0.330 13 Window 22: Metal Frame with Thermal Break:Double Pane with Low -E 10 0.330 3 Window 23: Metal Frame with Thermal Break:Double Pane with Low -E 38 0.330 13 Window 24: Metal Frame with Thermal Break:Double Pane with Low -E 16 0.330 5 Window 25: Metal Frame with Thermal Break:Double Pane with Low -E 10 0.330 3 Door 1: Glass 48 0.300 14 Door 2: Glass 40 0.300 12 Door 3: Glass 160 0.300 48 Door 4: Glass 40 0.300 12 Door 5: Solid 32 0.300 10 Wall 2: Wood Frame, 16" o.c. 73 10.0 3.0 0.069 3 Window 1: Metal Frame with Thermal Break:Double Pane with Low -E 25 0.330 8 Ceiling 1: Flat Ceiling or Scissor Truss 3,548 38.0 0.0 0.030 106 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 3,840 30.0 0.0 0.033 127 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.7.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. me Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 2 of 9 REScheck Software Version 4.7.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable ;building envelope. ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies ; 103.2, .documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable [PR311 ;lighting and mechanical systems. ; ❑Not Applicable ej Systems serving multiple dwelling units must demonstrate ;compliance with the IECC ; Commercial Provisions. OL JEL 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 40 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2 on loads calculated per ACCA p Cooling: Cooling:❑Not Observable Manual J or other methods Btu/hr Btu/hr :❑Not Applicable approved by the code official. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 3 of 9 # Foundation Inspection Complies? Comments/Assumptions & Req ID 303.2.1 ',A protective covering is installed to ❑Complies [FO11]2 !protect exposed exterior insulation ❑Does Not Ian extends a minimum of 6 in. below ❑Not Observable ,grade. ❑Not Applicable 403.8 ',Snow- and ice -melting system controls',❑Complies [F012]2 !installed. �❑Does Not OJ❑Not Observable Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 4 of 5 Section # Framing / Rough -In Inspection Plans Verified Field Verified Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U -factor. U- U -__❑Complies See the Envelope Assemblies 402.3.4❑Does Not table for values. [FR1]1❑Not Observable i'1 ❑Not Applicable 402.1.1, ',Glazing U-factor(area-weighted U- U -__❑Complies See the Envelope Assemblies 402.3.1, !average).❑Does Not table for values. 402.3.3, 402.3.6,❑Not Observable 402.5 �',❑Not Applicable [FR211 I I I I I 303.1.3 1 U -factors of fenestration products [FR4]1 !are determined in accordance❑Does Not !with the NFRC test procedure or �',❑Not ',taken from the default table. Observable ❑Not Applicable 402.4.1.1 ',Air barrier and thermal barrier❑Complies [FR23]1 !installed per manufacturer's ��� Not instructions. �',❑Not Observable �'I ��,❑Not Applicable 402.4.3 Fenestration that is not site built❑Complies [FR20]1 is listed and labeled as meeting ���❑Does Not ���AAMA/WDMA/CSA 101/I.S.2/A440 ',or has infiltration rates per NFRC ,❑Not Observable �❑Not 1400 that do not exceed code Applicable limits. 402.4.4 ',IC -rated recessed lighting fixtures❑Complies [FR16]2 !sealed at housing/interior finish❑D--- and labeled to indicate <2.0 cfm �',❑Not Observable leakage at 75 Pa. ��,❑Not Applicable �, 403.2.1 ',Supply ducts in attics are R- R -__❑Complies [FR12]1 1 insulated to >_R-8. All other ducts R_ R_ ���❑Does Not ® 1�� in unconditioned spaces or �', ���❑Not ',outside the building envelope are Observable �',❑Not Applicable insulated to >_R-6. 403.2.2 !All joints and seams of ai]ducts, ❑Complies [FR13]1 lair handlers, and filter bo❑DoesNotI��sealed. to ❑Not Observable❑Not Applicable 403.2.3 Building cavities are not ❑Complies [FR15]3 !ducts or plenums.❑Does Not ❑Not Observable �'I ❑Not Applicable 403.3 ',HVAC piping conveying fluids R- R -__❑Complies [FR17]2 !above 105 OF or chilled fluids❑Does Not below 55 OF are insulated to >_R- 3❑Not Observable �❑Not Applicable 403.3.1 !Protection of insulation on HVAC ❑Complies [FR24]1 !piping. ���❑Does Not ❑Not Observable �', ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R -__❑Complies [FR18]2 >R-3.❑Does Not i �',❑Not Observable �'I ❑Not Applicable 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 5 of 5 oeuw" Plans Verified Field Verified # Framing/ Rough -In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 ',Automatic or gravity dampers are'❑Complies [FR19]2 !installed on all outdoor air ��❑Does Not J ��, !intakes and exhausts. ❑Not Observable AIE]Not Applicable 11 Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 6 of 5 Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1 ',All installed insulation is labeled❑Complies [IN13]2 for the installed R-values❑Does Not I I provided. �', Vl❑Not Observable 1,❑Not Applicable 11 402.1.1, ',Floor insulation R -value. 1 R- R -__❑Complies See the Envelope Assemblies 402.2.6 E] Wood �', ❑ Wood❑Does Not table for values. [IN1]1 �', ❑ Steel 1❑ Steel 1,❑Not Observable ®❑Not Applicable 303.2, ',Floor insulation installed per❑ Com plies 402.2.7 !manufacturer's instructions, and Does Not [IN2]1 !,in substantial contact with the underside of the subfloor.❑Not Observable �❑Not Applicable 402.1.1,i ,Wall insulation R -value. If this is a', R- R -❑Complies ',See the Envelope Assemblies 402.2.5, !mass wall with at least'/ of the ❑ Wood ��, ❑ Wood❑Does Not ',table for values. 402.2.6 !wall insulation on the wall [:] Mass ��, E] Mass �',❑Not Observable [IN3]1 ® ',exterior, the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ,❑Not Applicable 303.2 Wall insulation is installed per❑Complies [IN4]1 !manufacturer's instructions.❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 7 of 5 Section # Final Inspection Provisions Plans Verified Field Verified Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ',Ceiling insulation R-value. R- R-__❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ��, ❑ Wood❑Does Not table for values. 402'2'2, 402.2.6 ❑ Steel ��� ❑ Steel ,❑Not Observable', [FI1]1 �', �',❑Not Applicable 303.1.1.1, (Ceiling insulation installeladjacent ❑Complies 303.2 manufacturer's instructions. Not [FI2]1 !,Blown insulation marked 300 ftv.❑Not Observable �❑Not Applicable 402. . Vented attics with air permeable [F122 ]2 !insulation include baffle ❑Does Not��!to soffit and eave vents ',extends over insulation.❑Not Observable ❑Not Applicable 402.2.4 ',Attic access hatch and door R- R-❑Complies [FIB]' I insulation >_R-value of the❑Does Not Il assembly. �', �', �',❑Not Observable �'I ,❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 I ACH 50 = I ACH 50 =❑Complies [FI17]1 tach in Climate Zones 1-2, and Not <=3 ach in Climate Zones 3-8. �❑Does ❑Not Observable �', ❑Not Applicable 403.2.2 Duct tightness test result of <=4 cfm/100 cfm/100❑Complies [FI4]1 (cfm/100 ft2 across the system or I ft2 I ft2 ❑Does Not I�, <=3 cfm/100 ft2 without air i, i�❑Not Observable handler @ 25 Pa. For rough-in !tests, verification may need to ❑Not Applicable Iloccur during Framing Inspection. 403.2.2.1 ',Air handler leakage designated❑Complies [FI24]1 !by manufacturer at <=2% of Not !design airflow.❑Not �❑Does Observable ❑Not Applicable 403.1.1 ,Programmable thermostats [Flg]2 !installed on forced air furnaces.❑Does Not �',❑Not Observable ❑Not Applicable 403.1.2 ',Heat pump thermostat installed❑Complies [F 110]2 Ion heat pumps.❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 ',Circulating service hot water [FI 11]2 !systems have automatic or❑Does Not laccessible manual controls.❑Not Observable ❑Not Applicable 403.5.1 ',All mechanical ventilation system❑Complies [FI25]2 !fans not part of tested and listed❑Does Not HVAC equipment meet efficacy �',❑Not and air flow limits. Observable ��,❑Not Applicable �, 404.1 175% of lamps in permanent❑Complies [FI6]1 !fixtures or 75% of permanent❑Does !fixtures have high efficacy lamps. �',❑Not �', Does not apply to low-voltage Observable �',❑Not Applicable lighting. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 8 of 5 # Final Inspection Provisions & Req.ID 404.1.1 Fuel gas lighting systems have [1`123]3 no continuous pilot light. 401.3 ',Compliance certificate posted. [F17]2 V I 303.3r Manufacturer manuals for [FI18]3 mechanical and water heating systems have been provided. Additional Comments/Assumptions: Plans Verified Field Verified Complies? Value Value Does Not Not Observable Not ADDlicable Does Not Not Observable Not Applicable Does Not Not Observable Not Applicable Comments/Assumptions 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 9 of 9 �J(2012 IECC Energy Efficiency Certificate Above -Grade Wall 25.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.33 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments 2800 teller st REScheck Software Version 4.7.1 Compliance Certificate Project 2800 Teller St. Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,548 ft2 Glazing Area 32% Climate Zone: 5 (6158 HDD) Permit Date: 30 Permit Number: 10 Construction Site: Owner/Agent: Designer/Contractor: 2800 Teller St. Mary Rivas Home Draw Wheaton Ridge, CO 80033 303-886-7437 303-319-4041 60 mary.mail@me.com Compliance: Passes using UA trade-off Compliance: 1.5% Better Than Code Maximum UA: 780 Your UA: 768 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Wall 1: Wood Frame, 16" o.c. Window 2: Metal Frame with Thermal Break:Double Pane with Low -E Window 3: Metal Frame with Thermal Break:Double Pane with Low -E Window 4: Metal Frame with Thermal Break:Double Pane with Low -E Window 5: Metal Frame with Thermal Break:Double Pane with Low -E Window 6: Metal Frame with Thermal Break:Double Pane with Low -E Window 7: Metal Frame with Thermal Break:Double Pane with Low -E Window 8: Metal Frame with Thermal Break:Double Pane with Low -E Window 9: Metal Frame with Thermal Break:Double Pane with Low -E Window 10: Metal Frame with Thermal Break:Double Pane with Low -E Window 11: Metal Frame with Thermal Break:Double Pane with Low -E Window 12: Metal Frame with Thermal Break:Double Pane with Low -E Window 13: Metal Frame with Thermal Break:Double Pane with Low -E Window 14: Metal Frame with Thermal Break:Double Pane with Low -E Window 15: Metal Frame with Thermal Break:Double Pane with Low -E Window 16: Metal Frame with Thermal Break:Double Pane with Low -E Window 17: Metal Frame with Thermal Break:Double Pane with Low -E 3,840 22.0 3.0 0.047 121 10 0.330 3 56 0.330 18 56 0.330 18 56 0.330 18 30 0.330 10 30 0.330 10 256 0.330 84 60 0.330 20 16 0.330 5 10 0.330 3 10 0.330 3 10 0.330 3 10 0.330 3 80 0.330 26 30 0.330 10 30 0.330 10 Project Title: 2800 Teller St. Report date: 08/25/20 Data filename: D:\REScheck\Teller, Mary\200825-Riva-rescheck-2800 Teller St.rck Page 1 of 9 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: q6 - Job Job Address:' Permit Number: ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yes <,No,,/ When corrections have been made, s yule for re -inspection online at: http://www.ci.wheatridge.co.usdnspe 'ti R -A ; ns ecto N A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 02S-_— Job Address: 7 7, C) c, V-� y L -- Permit Number: e V ❑ No one available for inspection: Time><" AM/PM Re -Inspection required:',Y eNo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Dater .) i - � (Z Inspector: k;,_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7 CYC A -P Permit Number: n` I' ❑ No one available for inspection: Time AM/PM c Re -Inspection required: Yes f`lo When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheatridge.co. usrnspection Dater l C. Inspector: , DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ° Job Address: o� Permit Number: C;_bAC11b i ❑ No one available for inspection: Time AM/PM Re -Inspection required: 8 No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uarinspection 7 � Date 1 ' Inspector: DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:�C) ���� e s -.:n - k u ��. i ►.�✓ af1 I� . flf1. R 7 h liY1 P no 5 rn� S�•�c rfi�nr,u�4 Qtr- bcl�� ✓Y, eSi r1 c, ln�we,rv,c/ r ('r �� Lir S:C.;✓+ r. f g e At k o en Ll No one available for inspection: Time `' AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co.usrnspection Date: Inspector: - T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE qeD5 � « e__ �. Inspection Type: Job Address: Permit Number: (2tCZ_:) ❑ No one available for inspection: Time ��7 AM/PM Re -Inspection required: es No When corrections have been made, schedule for http✓/www.ci.wheatridge.co.usrnspectioh-�-- ""' , `L4. 1 �_6ispea or' ---� online at: A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -) Job Address: ._ Permit Number: f(r�' F_ [. eA+_�C Q. ct CCS c S A) CF -y- rte__ tv C 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: No When corrections have been made, schedule r re-inspectioo online at: http✓/www.ci. wheatridge.co.uslinspection a 1� City of Wheat Ridge Single Family - New PERMIT - 201900714 PERMIT NO: 201900714 ISSUED: 05/29/2019 JOB ADDRESS: 2800 Teller St EXPIRES: 09/13/2020 JOB DESCRIPTION: New single family home - 3,567 sq ft total *** CONTACTS *** FEES Total Valuation OWNER (303)886-7437 RIVAS MARY 1,909.73 Use Tax GC (303)886-7437 Mary Rivas 180389 Nuhaus 303 LLC SUB (303)618-4972 JOHN KILLAM 022216 J AND J HEATING LLC SUB (720)695-4256 TONY GARCIA 080073 TONY GARCIA PLUMBING SUB (720)225-8502 RICARDO VENEGAS 140206 R&D ELECTRICAL SERVICES SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 380,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,909.73 Use Tax 7,980.00 Permit Fee 2,938.05 Engin. Review Fee 150.00 Reinspection Fee 60.00 Re-insp fee 2 60.00 Sidewalk Comm Develo 7,182.30 Same Day Inspection 120.00 Plan Review Add'1 60.00 ** TOTAL ** 20,460.08 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, one (1) tree 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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 partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 armit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cbedgor any ordin�Fe 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. t its ��t t:awr,�G',..aY fsa � � i � irsctHT Kin �,„Utrr 3ti�Stwi.,«= ii:.. --Y 'c:a2 ;�'.W'A..._ A�I.Ot k.]irr.CU 8:r.43•ii� F=n;-ji, rsi t t,r, 't43'� Permit Extension Request FFornk Fkrmits e» ite l �fak - I c.iaae of issunnce reudless cf actma). itequciu for emcns.-u: in w tv r "dc rn atiai.�sg trrri [ek'+ca+erl pr;.: t :.c dsx 4f txpiratiar. M extert.:m of :rn to ac tk� ! 8d e3 s}:� tnay b. etan;ed �t St: diu-mian allrc Olief Ili III r4 official *.-W nu) be wu ,;vct t.? a kv cq” to -nginil nerw fisc IFF•tk.Nuwxr or estctts .:-:i. •t epirioJ pmmts is at the wk disc tedcom of the ChitI tfuNH, O is tat x.l k r.,. c-uwwmieed Plme cert nle:e this fo m in is entixty sr>+d submit to d e SwIding Dwim - at p,-^ rt�,,a,d !Ahrarricls;r c, - ti. M f=tn 303 :37•.2929 P.ut±. rcywZstine M-1c1D -<':1. Ph. Ilen �t�)���!..`�JI e•r,I.,..ia. !4\�.i ci','fit� j �` }} #lea.��n f • . st J In DAIS t r" x, g1�31zQ� Noe 96 &U (.A� �S A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �'— Permit Number: r- 1 C� ,a v t"_! ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y(es� No When corrections have been made, schedule for re -inspection online at; httpJ/www. ci. wheatridge. co. ussfinspection Date: —i �:� a d� Inspector: DO NOT REMOVE THIS NOTICE e ® l s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �_o ( Job Address: Y?'I Cfo c:,! - Permit Number: U 1 C1 ❑ No one available for inspection: Time �� AM/PM Re -Inspection required: (Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge. co. ushnspection Date: _�• d- 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: D V t`'t Job Address: 27%00- t�- Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No e When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ueinspection Date:� - ' 4 Inspector: '` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 0L �P, (k r' r I-,) Permit Number: tm t i 0 cl-11-1 tn- ❑ No one available for inspection: Time AM/PM Re -Inspection required: l.e No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci, wheatridge. co, ussfinspection Date:_ ! ! e k0;k0J, Inspector: DO NOT REMOVE THIS NOTICE ®� s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �� �i out \�-A ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Ido, When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date:, Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 201900714 201900714 ISSUED: 05/29/2019 2800 Teller St EXPIRES: 08/09/2020 New single family home - 3,567 sq ft total *** CONTACTS *** OWNER (303)886-7437 RIVAS MARY GC (303)886-7437 Mary Rivas 180389 Nuhaus 303 LLC SUB (303)618-497'2 JOHN KILLAM 022216 J AND J HEATING LLC SUB (720)695-4256 TONY GARCIA 080073 TONY GARCIA PLUMBING SUB (720)225-8502 RICARDO VENEGAS 140206 R&D ELECTRICAL SERVICES SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 380,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,909.73 Use Tax 7,980.00 Permit Fee 2,938.05 Engin. Review Fee 150.00 Reinspection Fee 60.00 Re-insp fee 2 60.00 Sidewalk Comm Develo 7,182.30 Plan Review Add'1 60.00 ** TOTAL ** 20,340.08 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public i—q A Works Department at 303-235-2861. Prior to issuance of a CO, one (1) tree 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved _landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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 ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document arid/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 Off-cial 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. Theissuance anting of a p it shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable c e an ordin 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. d s City Of Wheat Rc COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291' 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(d,ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit#Z LqOb l Property Address: Phone Email Address: Reason for extension request: A _ n /CL btic WLtl 4 rf 'K� fn �h ,0 1n i/i C //i,/e, Ca. . _ Number of da, Printed Name: VC --S ✓�soluP�l �' For office use only This request has been: Approved by: 2= Date: ZQZD 57),-) & 1 ZD2D+ X'i,wroved 0 Denied Extended until: 8/9/2020 www-ci.wheatridge.co.us dY1�11119rYi�ki..}��%fIf14Sr'.S LYEa:✓_+e.L_ .e4 r.w x..._ .-. Date: 6/10/2020 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: D 4 L U Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. whea tridge. co. uslinspection Date: Inspector: ®O HOT REMOVE THIS NOTICE 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 IPM Re -Inspection required: Ye N When corrections have been made, sc ztrrle, for re -inspection online at. http //www.ci.wheatridge.co.unspec on Date pervtor: 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: Y2. k- (Z - o-\ Job Address: tA 0 (D Permit Number: ac) 1 ter C `• �.IJ1 � -k'u a� � o ,-. ❑ No one available for inspection: Time �' AM/PM Re -Inspection required: VE No When corrections have been made, call forre-inspectionat 303-234-5933 Date: ' f 0 ' ) O ) u Inspector: 1�I DO NOT REMOVE THIS NOTICE City of WheatNITjdge COMMUY DEVFIOPME•NT 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: permits(a)-ci.wheatridcle.co.us FOR OFFICE USE ONLY Date: Add to Permit # �o .a � /U Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'*" Property Address: t�f�o 0 1'f � ' E R, S Owner Property Owner Email: Mailing Address: (if different than property address) Address: eb Bei t -'awl City, State, Zip: 1 (%,ii1. Il. l .��) Submitting Com any: 11 V u" U 4 Contact Person: Phone: Contractor: w �L'�WS 3 0 3 u -y Contractors City License #: Phone: Phone: 303 g- �-`i V3 I - Contractor E-mail Address: tV 3 3 c ) UA o C_UYyI 3�. Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. FULF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be Wormed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT �-J C►�' (A I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rule ��( 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. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED PRINT NAME: , —644,i4 4,11W SIGNATURE: DEPARTMENT USE ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required ATIV )')(OWNER) (CONTRACTOR) /� i J- r, OCCUPANCY CLASSIFICATION: I Building Division Valuation: $ SLS Date: 1.14.2020 Subject property: 2800 Teller street Subject: submission of alternative Means of Method for fire -rating floor joists To: City of Wheatridge Attached you will find our alternative to fire blocking the main floor joists under main floor for the Gas appliances per code. We want to install the Mineral wool in between all the joists like picture below entire main floor. See all attached that supports our this alternative method! Mary Rivas City of Wheat R dge COMMUNI n DUVLi t wmttY I APPROVED iew d for Code Compliance 42 R v Plans aminer Date aq® WI ky of ermil: The Issuance o/ o permit or opprovo! of pta.,s spec pcottons p1� selfr and computurnons shoN rrat be a perm,t /o.; or on ap;,Mvaw nj any wolabon to KN �♦�♦ any Of the provisions Of the butwer l coos or aJ acro Fisc aralwMes. Permits (♦� preJultRIIQ 10 give outliority 10 vb+ald or Cancel the prowslons of the dtelldkg Vol or other ordinoneey of the Gty shat! not be valid. ® Fire Protective Options for I -Joist Floor Systems Mineral Wool Batts Installed on Top of the Bottom Flange (FP -04 in System Report SR -405) FIGURE 8 2 -INCH MINERAL WOOL INSULATION M --r sheat"-- Installers can add a 2 -inch -thick or thicker layer of 2.9 lb/ft3 nominal mineral wool fiber insulation to the top of the bottom flange between I joists with a minimum flange size of 1-1/8 inches thick by 1-3/4 inches wide and a minimum web thickness of 3/8 inch at a maximum spacing of 19.2 inches on center (see Figure 8). Minimum 2.5 lb/ft3 (nominal) and 2 -inch thick mineral wool insulation is permitted if the I joists are spaced no more than 16 inches on center. In this method, the insulation, is secured with insulation stay wires spaced no more than 24 inches apart and no more than 4 inches from ends of the batts. Use minimum 15 -1/4 -inch and 18 -1/2 -inch - wide batts when I -joist spacing is 16 inches and 19.2 inches on center, respectively. For use of this method in Canada, check with the authority having jurisdiction in the interior finish requirements. 1 -joist wool in—u Installing mineral wool between 1 -joists is one of several methods builders and installers can use to meet the IRC provisions. As an option for unfinished basements, this method has some advantages in that it does not affix any other material directly to the I joists with any kind of fasteners. Installation is simple, requiring minimal tools. While essentially closing up the cavities between the I joists, it is relatively easy to remove the batts to add mechanical system components in the future. Mineral wool batts are readily available from a variety of manufacturers. This option also helps to minimize noise transfer between the basement and the first floor living space. whept ttid3e guitdin9 pivisiot� Form No. R425C ■ © 2019 APA — The Engineered Wood Association ■ www.apawood.org 1 9 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:- y e> e.0 ��' Permit Number:�41 ❑ No one available for inspection: Time Am" M Re -Inspection required: Yes No":) When corrections have been made, schedule for re -inspection online at: httpYwww.ci.wheatridge.co.us4nspectior,_ P ---_, _ Date: L •tai 1. 1 ' f Inspector i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '� �` C. � t Job Address: 21�� � c r` Permit Number: (- C) UC7'1 _1 ❑ No one available for inspection: Time (V j AM/PM Re -Inspection required: Yves,.) No When corrections have been made, schedule for re -inspection online at; http J/www. cL wheatridge. co. uslinspection r Date:_'i d l i Inspector: DO NOT REMOVE THIS NOTICE g 'a � e ., ►tea'- �,. 1�, � l±. ,- �,. _ 7� s � 1,A 11' 113,4 ( f (% e rn (� v ✓1 (r �- 4 d_ L-101 \A (�•� }.(.� ('!� � (� } �' F.S l i+ t c � iC �' � ` �-' ✓ TY S t J � u e � R � sf l 5.....•71 .0.=r� f d' i. 4. (q l (f%+c 1!'Ra7s{.�F `l'a.i•�e��at/fr. w- ! t Chi;. ., fz.'f - ff dl+^•^ S Gr ;'j- V- r'!Si , %,rk C+ Z' .0 ❑ No one available for inspection: Time (V j AM/PM Re -Inspection required: Yves,.) No When corrections have been made, schedule for re -inspection online at; http J/www. cL wheatridge. co. uslinspection r Date:_'i d l i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Cqrvvz Job Address: L L)Cj k C.- tl'r Permit Number: oP u 1 5 0 U 1 !d 'eu .� r ❑ No one available for inspection: Time`m :� L� AM/PM Re -Inspection required: Yes p' No When corrections have been made, schedule for re -inspection online at: httpY www.ci.wheatridge.co.uslinspection Date:_ o� ''" 1 Inspector: DO NOT REMOVE THIS NOTICE ri I t7 Ei LU i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Zc ice._.. Inspection Type: E CbSP Job Address: Permit Number: 2 1 4 - LlNo one available for inspection: Tim!pM Z. Re-Inspection required: Yes No^�• When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.usrnspe �o Date: Insp{ectoi� -� DO NOT REM E THIS NOTICE `1A CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r(1 P c. L, y ; n L Job Address: el Permit Number: C, ? t —1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: *� No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge.co. uslinspection f Date1 r Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Zc ice._.. Inspection Type: E CbSP Job Address: Permit Number: 2 1 4 - LlNo one available for inspection: Tim!pM Z. Re-Inspection required: Yes No^�• When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.usrnspe �o Date: Insp{ectoi� -� DO NOT REM E THIS NOTICE `1A CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r(1 P c. L, y ; n L Job Address: el Permit Number: C, ? t —1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: *� No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge.co. uslinspection f Date1 r Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 0 Permit Number: :11 CA 1_. \ V ,^ (' "i \ i 0 �,_, S ('00 L) No one available for inspection: Time AM/PM Re-inspection'required: Yes No I , When corrections have been made, schedule for re -inspection online at: http:lAvww. ci. wheatridge, co. usVinspection Date:– i '-- k, 14 —Inspector: ; DO NOT REMOVE THIS NOTICE e A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ry-, Job Address: Permit Number: ❑ No one available for inspection: Time �> AM/PM Re -Inspection required: ?Yes/ No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: �,, Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -6 e Permit Number: CIL) Q--) r Vj L J No one available for inspection: Time t 6 c, AM/PM k Re -inspection required- *eA No When corrections have been mag", -schedule for re -inspection online. at: hffpzlAvww. ci. wheatridge. co. ueths'pection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ` � �Y�� �� c Job Address:.i Permit Number: Q .`, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. u-%rinspection Date:1 ; I ) - i . ) �. Inspector:_ DO NOT REMOVE THIS NOTICE A 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE (2_ Inspection Type: re-, tic, - � Job Address: ') Permit Number: C) C, J No one available for inspection: Timet'),-, AM/PM Re -inspection required:3 Yes No I "o When corrections have been made, schedule for re -in Sp6ition on ine at: httpYlwww.cLwheatridge.co.usVinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W U" Job Address: ��yy �t.�\ `c- t- Permit Number: a.w. 1 ❑ No one available for inspection: Time r"` -t f AM/PM Re -Inspection required: Yes Na When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usrinspection C � Date: i o. � ' � Inspector: Vo C 4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: W U( -D Job Address:PermitNumber: ❑ No one available for inspection: Time U AM/PM Re -Inspection required: e No When corrections have been made, schedule for re -inspection online at: http://www. ci. whea tridge. co. uslinspection Date: 1 l>- -,)c - 1 C_"', Inspector: �" DO NOT REMOVE THIS NOTICE City of Wh6at zd COMAr1UN ITY EVELO�'MENT g 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 insuranceandlicense must be up to date prior to permit issuance. -711 Project Address:Z_ V� Permit #: Q QO General Contractor: WY pm S Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #: (required field) Date 212StCompany Name: Phone #:-7?-4t- 32-12- State ate License #:1'�661)5f �0 Master #: Wh t Ridge License #: i (required field) A � (w,, ;.,A IoIZ11 167 Si nature of ut orize gent Date Mechanical Contractor Company Name: Wheat Ridge License #: Phone: (required field) Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE fry Inspection Type: c Job Address: �- C)C) kN c r `> - Permit Number: c)0 s-1 00-1 t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: r ° ° Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:. r0 ❑ No one available for inspection: Time.. AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttpYlwww. cL wheatridge. co. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE City Of W heat I-�dgle CQMMUNITI' DEVLL.QPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 291' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 9-19-19 PERMIT# ADDRESS: 2800 Teller St. LOT PT 1 , BLOCK 4 , Barths SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 160.2' REAR: 33.0' SIDE: S 7.0' SIDE: N 11.1' If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete X Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed-!� Print Richard E. Heinz Professional Surveyor Date 9-19-19 Rev 11/18 EXHIBIT SCALE N. T.S. SCALE = N.T.S. 317.12' ,a 7a0' 34.0' - # 0 + _W w 00 MF "M34.0'rff 1�2-33.0� W DMMM eaaffi 160.2' + 120' +or eaamMF 5M4r(Wff7 POM 317.12' NOTICE TO SiTRVEYOR: /f 1. Elevations shall be shown for ALL foundation confers. E 2. Foundation comers with mininnini elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. S 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. COMPLETE ENGINEERING SERVICES, INC. BUILDER: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 ATTN: Ms. Mary Rivas 2486 Perry St. Denver, CO 80212 PROJECT NO: 17-10628 DATE: September 6, 2019 SUBJECT: Foundation Drain System and Waterproofing Inspection LOCATION: 2800 Teller Street, Wheat Ridge, Colorado REFERENCE: Engineer CES Project No. 17-10628 Drain system installation and foundation waterproofing at the subject location was observed on August 30th and September 5th, 2019, and found to be completed in substantial compliance with the referenced plans and accepted construction standards. Inspected By: J. Olsen Please contact us if you have questions concerning this information. Comple�,(�,,j d �.2Fnfd, ering Services, Inc., 912 TWELFTH STREET, GOLDEN, CO 80401 303-279-6418 FAX: 303-279-9586 COMPLETE ENGINEERING SERVICES, INC. BUILDER: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 ATTN: Ms. Mary Rivas: PROJECT NO: 17-10628 DATE: 9/23/2019 SUBJECT: Foundation Footing and Reinforcing Steel Inspections LOCATION: 2800 Teller Street, Wheat Ridge, Colorado REFERENCE: Engineer Nuhaus 303 LLC Project No. R190011Y Footing frame construction at the subject location was observed on June 24, 2019, and found to be conducted in compliance with the referenced plans and accepted footing construction standards. The UFER grounding electrode was observed and found to be installed in conformance with 2012 IRC paragraph E3608.1.2 for concrete encased electrodes. Reinforcing Steel: Inspected By: JO Total Bars (3) Size #5 Grade 60 Reinforcing steel and void space placement in foundation wall forms at the subject location was observed on: August 2nd, 2019: North and west foundation walls of residence. Inspected by: JI August 6th, 2019: Interior basement foundation walls and east wall of east unit. Inspected by: JO August 14th, 2019: East and south and interior west tall walls Inspected by: JI August 27th, 2019: South walls and intermedial north -south wall Inspected by: JI August 29th, 2019: Framing shear wall Inspected by: JI Reinforcing steel placement was placement found to be in conformance with the referenced plans and accepted construction standards. 912 TWELFTH STREET, GOLDEN, CO 80401 303-279-6418 FAX: 303-279-9586 Steel Used: Size #5 Grade 60 Please contact us if you have questions concerning this information. Complete Engineering Services, Inc., \1111411 I11 U11111 Edw A)VO • RFA/d,.. P . E . /,�NALj1 c- r l Z3p /,�NALj1 COMPLETE ENGINEERING SERVICES, INC. BUILDER: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 ATTN: Ms. Mary Rivas 2486 Perry St. Denver, CO 80212 PROJECT NO: 17-10628 DATE: September 6, 2019 SUBJECT: Foundation Drain System and Waterproofing Inspection LOCATION: 2800 Teller Street, Wheat Ridge, Colorado REFERENCE: Engineer CES Project No. 17-10628 Drain system installation and foundation waterproofing at the subject location was observed on August 30th and September 5th, 2019, and found to be completed in compliance with the referenced plans and accepted construction standards. Inspected By: J. Olsen Please contact us if you have questions concerning this information. Comple eering Services, Inc., AAL C 912 TWELFTH STREET, GOLDEN, CO 80401 303-279-6418 FAX: 303-279-9586 Immkoremk �=J COMPLETE ENGINEERING SERVICES, INC. BUILDER: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 ATTN: Ms. Mary Rivas: PROJECT NO: 17-10628 DATE: 9/23/2019 SUBJECT: Foundation Footing and Reinforcing Steel Inspections LOCATION: 2800 Teller Street, Wheat Ridge, Colorado REFERENCE: Engineer Nuhaus 303 LLC Project No. R190011Y Footing frame construction at the subject location was observed on June 24, 2019, and found to be conducted in compliance with the referenced plans and accepted footing construction standards. The UFER grounding electrode was observed and found to be installed in conformance with 2012 IRC paragraph E3608.1.2 for concrete encased electrodes. Reinforcing Steel: Total Bars (3) Size #5 Grade 60 Inspected By: JO Reinforcing steel and void space placement in foundation wall forms at the subject location was observed on: August 2nd, 2019: North and west foundation walls of residence. Inspected by: JI August 6th, 2019: Interior basement foundation walls and east wall of east unit. Inspected by: JO August 14th, 2019: East and south and interior west tall walls Inspected by: JI August 27th, 2019: South walls and intermedial north -south wall Inspected by: JI August 29th, 2019: Framing shear wall Inspected by: JI Reinforcing steel placement was placement found to be in conformance with the referenced plans and accepted construction standards. 912 TWELFTH STREET, GOLDEN, CO 80401 303-279-6418 FAX: 303-279-9586 Steel Used: Size #5 Grade 60 Please contact us if you have questions concerning this information. Complete Engineering Services, Inc., ���nlllnlrrri Edw ACO . RFuiA,'-/d._ P. E. 2351 IIIIIl4 558 Castle pines Pkwy 134-327 Castle Rock, CO 80108 Gunnison@Ymail.com Special Inspection Report Client Marie Kuo Job No: Attn: 9325 W. 45th Wheat Ridge, CO Project: 9325 W. 45th Location of Inspection: Footers Document used: Approved set of plans Inspection Type Inspected Items: Date: 9/23/19 ❑ Continuous ® Periodic ❑ Follow-up/Correction item footers for the new addition, rebar size and Status: ® Conforms to referenced documents ❑ Correction Required Verbal Communication: other/Misc: I/we hereby state that observations were made as indicated above and that the items Observed were ounJ n substantial compliance wi e p aaor a pro�ec a site where aog 11 was cons ruc e . Inspection by: Shahram Lame', Reviewd by. - 558 y: 558 Castle Pines Pkwy, 134-327 , Castle Rock, CO 80108, 303-332-7208 , Fax 303-215-1725 /H1:� COMPLETE ENGINEERING SERVICES, INC. INVOICE INVOICE NO: 16924 DATE: September 30, 2019 REF. # 17-10628 TELEPHONE/EMAIL: 303-886-7437 / f: 303-484-3635 / mary.mail@me.com TO: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 ATTN: Ms. Mary Rivas DESCRIPTION: Foundation Footings, Reinforcing Steel and Drain Inspections Proposed Single Family Residence LOCATION: 2800 Teller Street, Wheat Ridge, Colorado Foundation Footing Inspection 1 @ $225 $225.00 Reinforcing Steel Inspection 5 @ $225 $1125.00 Drain Inspection 3 @ $225 $675.00 9/23/2019 PAID AMERICAN EXPRESS **1003 -$2025.00 TOTAL DUE $0.00 WE ACCEPT CHECKS, MASTERCARD, VISA, DISCOVER, AMERICAN EXPRESS This invoice reflects fees for services provided to date. _Fees for any required ins t2ections are not included. Contact your local building department to determine inspection requirements prior to construction. 912 TWELFTH STREET - GOLDEN, COLORADO 80401 - (303) 279-6418 / FAX (303) 279-9586 6:12 1 ad IV ^ � Done 2800 TELLER ST SBVER S.pdf FOR OFFICE USE ONLY i Approved by: City of �� Wh6at' � ge Inspector Date COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 9-19-19 PERMIT# ADDRESS: 2800 Teller St. LOT PT 1 , BLOCK 4 Barths SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 160.2' REAR: 33.0' SIDE: S 7.0' SIDE: N11.1' If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete X Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Richard E. Heinz Professional Surveyor E �X rff� jLeX ° E r Bile o 9-19-19 -.SAL LAS Date 9-19-19 Rev 11/18 EXHIBIT SCALE N. T.S. SCALE = N.T.S. 317.12' NOTICE TO SURVEYOR: 1. Elevations shall he shown for ALL foundation corners. W F' ?. Foundation corners with minimuni elevation and setback distance shall be identified. 3. Drativiug must be properly oriented (North = top of page). 4. Show the roadway in front of the properly. �. If drawins is to -scale_ provide the scale. If not to -scale show as N.T.S. W5Ma2r gi 7w 78.0' 34.0' a �T � 0 33.0' I' POc?w Banos $ C 34.0' c �^ 22.0' N 760.2' + - 12.0' MF Baru' ?W B'Ba2e' 0 88.0' nr Baaos rzr SmAr(h almr POPM NOTICE TO SURVEYOR: 1. Elevations shall he shown for ALL foundation corners. W F' ?. Foundation corners with minimuni elevation and setback distance shall be identified. 3. Drativiug must be properly oriented (North = top of page). 4. Show the roadway in front of the properly. �. If drawins is to -scale_ provide the scale. If not to -scale show as N.T.S. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�� Job Address: "'+ Permit Number: E w ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes t No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: C1 " . I ": Inspector: l� DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Single Family - New PERMIT - 201900714 201900714 ISSUED: 05/29/2019 2800 Teller St EXPIRES: 05/28/2020 New single family home - 3,567 sq ft total *** CONTACTS *** OWNER (303)886-7437 RIVAS MARY GC (303)886-7437 Mary Rivas 180389 Nuhaus 303 LLC SUB (303)618-4972 JOHN KILLAM 022216 J AND J HEATING LLC SUB (720)695-4256 TONY GARCIA 080073 TONY GARCIA PLUMBING SUB (720)225-8502 RICARDO VENEGAS 140206 R&D ELECTRICAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 380,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,909.73 Use Tax 71980.00 Permit Fee 2,938.05 Engin. Review Fee 150.00 Sidewalk Comm Develo 7,182.30 ** TOTAL ** 20,160.08 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, one (1) tree 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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 alI entities named within this document as parties to the work to be per and Ila work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of,-"0WN1ftC or CO RACTOR ( e one) Date 1. This permit was issued base o the info provided in the permit application and accompanying plans and specifications and is subject to the compliance .. those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 36 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 maybe 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 n proceed or conceal work without written approval of such work from the Building and Inspection Services D1v1S 6. The ' � ce r granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app c r a i 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. Load Short Form �Hqa Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: NbryRivas, NUHALJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design• • Htg ag InfiRration Outside db (°F) 1 92 Wthod Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 70 17 Fireplaces 0 Dailyrange - H Ins ide humidity (%) 30 50 Wisture difference (grAb) 34 -36 HEATING EQUIPMENT Nbke Armstrong Trade Trade AIR EAS E,ARMSTRONGAR,ADVANCE... Nbdel A93UH1D110C20A-' 4SCU13LB16OP-3 AHRI ref 4208447 C(AC,D)60E3G++TDR Efficiency 93 AFUE Heating input 110000 Btuh Heating output 104000 Btuh Temperature rise 50 °F Actual airflow 2310 cfm Air flow factor 0.017 cfrn /Btu h Static pressure 0.80 in H2O Space thermostat 62 COOLING EQUIPMENT Make Armstrong Trade ASPEN Cond 4SCU13LB16OP-3 Coil C(AC,D)60E3G++TDR AHRI ref 5952652 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 10.5 EER, 13 SEER 40250 Btuh 17250 Btuh 57500 Btuh 1917 cfm 0.023 cfm /Btu h 0.80 in H2O 1.00 ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Clst.1 165 7473 3254 129 75 Bed 281 10551 8651 182 200 Bath 1 165 4505 2679 78 62 Bed 2 248 6873 4712 118 109 Clst.2 36 2751 1060 47 24 Bath 2 51 2448 1037 42 24 Bed 3 189 6076 3228 105 75 Laundry 58 0 0 0 0 Bath 3 49 2520 1105 43 26 Bed 4 182 5629 3003 97 69 Bath 4 50 1863 881 32 20 Pwdr 25 0 0 0 0 Living 444 17626 11331 303 262 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ,( ,.'�,,,, ', wrlghtsOf#' Rig ht -Su ite® U niv ersal 201717.0.19 RSU21135 AO LL Teller St-rup Calc = MJ8 Front Door faces: W 2019 -Apr -22 10:55:43 Page 1 Lin llny coo ll Z14 011s 1`.115 11b Ktchen 449 16615 10228 286 236 Office 123 6056 2763 104 64 Studio 65 6288 5734 108 132 Pantry 143 7046 3476 121 80 Hall 416 18704 14806 322 342 Entire House 3549 134263 83059 2310 1917 Other equip loads 0 0 Equip. @ 0.97 RSM 80318 Latent 000l ing 0 TOTALS I 3549 134263 80318 2310 1917 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. 2019 -Apr -2210:55:43 wrightSOft' Right -Suite® Universal 2017 17.0.19 RSU21135 Page JCii..s\l-ore\Desktop\Calculations\2800 Teller St_rup Calc = MJ8 Front Door faces: W City o f , ��ear Ridge Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 2-500 7U111.6 S -� Zoning: ? -2 f Lot Size: i-1 4j 2S� 3 $'t sq. ft. Lot Width: 3 , ?-S ft. L6, %, 9 Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: '5G'e �S Any conflict? (Y/N) ! y Related Cases: �— 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 plan if w/in 2' of setback or in floodplain (FND) if in flood lain (FLD) w/'back New ILC and site plan yes (FND) _ if in floodplain (FLD) Maximum Lot Coverage: Ur C) % 1 S 6 sq. ft. Existing Improvements (footprints): Pa►J-_, Proposed Improvements (footprints House: sq. ft. House/addition: tt133 $ sq. ft. Shed: sq. ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage % Required Setbacks: FR ZS S S S (0 k R U r Provided Setbacks: FR '^ ►00 h- S �' l S i • 2Sr R '33 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition f Maximum Height: �jS ft. Maximum Size: sq. ft. t Proposed Height: ft. Proposed Size: '— sq. ft. Does the bulk plane apply? (Y/N) 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 -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? i If yes, have parkland dedicati es a re en paid (eg with a previous land use approval)? N If fees are owed,add condition PFEE-uaAfy owner, notify building division, enter fee amount in ADG. i N� R t.grr0 N2 S 1Z `S r Me? gtsv Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ;L�'(New Construction of new roads LlPlatting of new lots 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? lva If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.v 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. Acces onditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. N AQ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer AIhan 25' to any property line, except when used as joint access for two or more lots. n residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. Nfior❑ 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. For all uses, one access point per property is permitted. Land ping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 'S •7S -width of driveway J2 ) /70= (round up for required trees) Street trees required: k treet trees provided: 100%o 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. Building Analysis Heat Asr. Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80218 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Component Btu hff Btu %of load Walls For: MaryRivas,NUHAUS303LLC 26.4 Glazing 22.2 26712 PO Box 12055, Denver, C080212 Doors 27.1 3415 2.5 Phone: 303-886-7437 16.7 59419 44.3 Floors Email: mary.mail c�D ne.com 0 0 Infiltration 2.7 Design Conditions 6.9 Ducts Location: 0 Indoor: Heating Cooling Derner Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It Design TD (°F) 70 17 Latitude: 40oN 0 Relative humidity(%) 30 50 Outdoor: Heating Cooling Muisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dallyrange (°F) - 28 ( H ) Method Simplified Vtktbulb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btu hff Btu %of load Walls 16.7 35385 26.4 Glazing 22.2 26712 19.9 Doors 27.1 3415 2.5 Ceilings 16.7 59419 44.3 Floors 0 0 0 Infiltration 2.7 9331 6.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 1 1342631 100.0 Cooling Component Btuh/ft= Btu %of load Walls 5.9 12448 15.0 Glazing 25.3 30338 36.5 Doors 9.5 1201 1.4 Ceilings 10.4 36720 44.2 Floors 0 0 0 Infiltration 0.3 1201 1.4 Ducts 0 0 Ventilation 0 0 Internal gains 1150 1.4 Blower 0 0 Adjustments 0 Total 1 1 830591 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.257 Btuh/ft'-'F Vd4RN ING: wind ow to floor area ratio = 33.8% - more than 25%. ERROR: negab \e wall area in Hall - check windows. Irfiltraflal VAI Ceilings Qadrg DDors Gazirlc 2019 -Apr -22 10:55:43 t wrightso ° Right -Suite® Universal 2017 17.0.19 RSU21135 Pagel ...s\Lore\Desldop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 Entire House By: JR Heat & Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculationsfgmail.com Web: www.heatandaircaiculationsinc.com Project• • For: NbryRhas, NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@ne.com Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Btuh BtuhM Indoor temperature (TF) 70 75 Elevation: 5430 ft 4164 Design TD (TF) 70 17 Latitude: 40°N 0 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 0.240 20.0 Dailyrange (°F) - 28 ( H ) Method Simplified gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Watbulb(°F) - 60 Construction quality Average 16.7 Wind speed (mph) 15.0 7.5 Fireplaces 0 w Construction descriptions Or Area R' U -value Btuh/W-'F Insul R R'-°F/Btuh Htg HTM Bbivre Loss Clg HTM Btuh BtuhM Gain Btuh Walls 0 22.2 4164 34.6 6479 402 0.320 0 Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board inlfnsh, 2"x6h 584 0.240 20.0 16.7 9736 5.87 3425 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2"w cod shth, 1/2" a 563 0.240 20.0 16.7 9383 5.87 3301 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 413 0.240 20.0 16.7 6881 5.87 2421 w 563 0.240 20.0 16.7 9387 5.87 3302 all 2121 0.240 20.0 16.7 35385 5.87 12448 Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thkn 2 glazing, clr low -e outr, air gas, vnlfrm mat, clr innr, 1/4" gap, 1/8" thk;e 6.67 ft head ht s w all 4A 5-2ovd: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" e gap, 1/8" thk; NFRC rated (SHGC=0.31); 6.67 ft head ht Doors 196 0.320 0 22.2 4355 11.3 2221 187 0.320 0 22.2 4164 34.6 6479 402 0.320 0 22.2 8940 18.0 7243 256 0.320 0 22.2 5693 34.6 8858 1041 0.320 0 22.2 23154 23.8 24802 160 0.320 0 22.2 3558 34.6 5536 11 D0: Door, wd sc type n 35 0.390 w 91 0.390 all 126 0.390 Ceilin11gqs Rat ceTing,membrane roof met, frm deck,t/2" gypsum board int fnsh, 3548 0.241 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10' thkns Floors (none) � .;. " wrightSaft Right -Suite® U niv ersal 2017 17.0.19 RSU21135 '111M ...s\LorelDesktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W 0 27.1 949 9.54 334 0 27.1 2467 9.54 868 0 27.1 3415 9.54 1201 49.0 16.7 59419 10.4 36720 2019 -Apr -22 10:55:43 Page 1 Component Constructions Job: Residence Date: Apr. 19, 2019 -Ua fi IP„ Gist 1 By: JR --` : Plan: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Project Information U -value Insul R Htg HTM For: NbryRivas,NUHAUS303LLC fr BtuhtW-°F f?-°FrBtuh PO Box 12055, Denver, C080212 Btuh ROM Btuh Walls Phone: 303-886-7437 Email: mary.mail@me.com Frm wall, stucco ext, 1/2"w cod shth, 1/2" gypsum board int fnsh, 2'x6@ 175 0.240 Design Conditions 16.7 2915 5.87 Location: wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2wood shth, 1/2" s Indoor: Heating Cooling Denier International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.240 Design TD (°F) 70 17 Latitude: 40oN 1350 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Vtkt bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fr BtuhtW-°F f?-°FrBtuh BtuhV Btuh ROM Btuh Walls Frm wall, stucco ext, 1/2"w cod shth, 1/2" gypsum board int fnsh, 2'x6@ 175 0.240 20.0 16.7 2915 5.87 1025 wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2wood shth, 1/2" s 55 0.240 20.0 16.7 922 5.87 324 gypsum board int fnsh, 2x6" wood frm, 16" o.c. stud all 230 0.240 20.0 16.7 3836 5.87 1350 Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnlfrmmat, clr innr, 1/4" gap, 1/8" thk:s 10 0.320 0 22.2 222 18.0 180 2 glazing, clr low-aoutr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings Flat ceiling, membrane roof mat, frm deck, 1/2 gypsum board int fnsh, 165 0.241 49.0 16.7 2764 10.4 1708 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Roors (none) ,ori htSCf " Right -Suite® Universal 2017 17.0.19 RSU21135 2019-Apr-2210:5Pa5:43 ge 2 ,CCX _.s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 Bed 1 Air By: JR Plan: 28 00 Te Ile r St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmait.com Web: wNw.heatandaircalculationsinc.co Construction descriptions Or — • • • Ins ul R Htg HTM For: NlaryRivas,NUHALJS303LLC ft' BKAIW--°F f'-°Fehh PO Box 12055, Denver, C080212 Btuh StuhV Btuh Walls Phone: 303-886-7437 80 0.320 0 22.2 Email: marymail@me.com 34.6 Frmwall, stucco ext, 1/2" w cod shth, 1/2" gyps um board int fnsh, 2"x65 23 0.240 Design Conditions 16.7 384 5.87 Location: wcod frrr116"o.c. stud: Frmwall, stucco ext, 1/2"woodshth,1/2" w Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.240 Design 7D (°F) 70 17 Latitude: 40°N 863 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 0.241 49.0 Dailyrange (°F) - 28 ( H ) IVbthod Simplified 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gyps um board Mt bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Ins ul R Htg HTM Loss Clg HTM Gain ft' BKAIW--°F f'-°Fehh BMM Btuh StuhV Btuh Walls 2 glazing, cir low -e outr, air gas, vnifrmmat, cir innr, 1/4" gap, 1/8" thk;w 80 0.320 0 22.2 1779 34.6 Frmwall, stucco ext, 1/2" w cod shth, 1/2" gyps um board int fnsh, 2"x65 23 0.240 20.0 16.7 384 5.87 135 wcod frrr116"o.c. stud: Frmwall, stucco ext, 1/2"woodshth,1/2" w 124 0.240 20.0 16.7 2068 5.87 728 gypsum board int fnsh, 2"x6" w cod frm, 16" o.c. stud all 147 0.240 20.0 16.7 2452 5.87 863 Partitions Ceillifr1y (none) FlaIceTing,membraneroof mat,frmdeck,1/2"gypsumboardintfnsh, 281 0.241 49.0 16.7 4708 10.4 Windows 2 glazing, clr low -e outr, air gas, vnlfrmmat, cir innr, 1/4" gap, 1/8" thks 40 0.320 0 22.2 890 18.0 721 2 glazing, cir low -e outr, air gas, vnifrmmat, cir innr, 1/4" gap, 1/8" thk;w 80 0.320 0 22.2 1779 34.6 2768 6.67 ft head ht all 120 0.320 0 22.2 2669 29.1 3489 Doors (none) Ceillifr1y FlaIceTing,membraneroof mat,frmdeck,1/2"gypsumboardintfnsh, 281 0.241 49.0 16.7 4708 10.4 2909 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gyps um board int fnsh, 10" thkns Roors (none) all�+.Wr ht$�' Right -Suite® Universal 2017 17.0.19 RSU21135 2019-Apr-2210:55age3 ......slLorelDesktoplCalculations12800 Teller St-rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 Bath 1 By: JR Plan: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f? Btuhrlf-°F ff-°F/BtM Btuhff Btuh BtuhAV Btuh Walls Frm wall, stucco ext, 112" wood shth, 1/2" gypsum board int fnsh, 2"x6L 70 0.240 20.0 16.7 1159 5.87 408 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk:e 16 0.320 0 22.2 356 34.6 554 2 glazing, clr low -a outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk: 6.67 ft head ht Doors (none) Ceilinggs Flat Tmng, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 165 0.241 49.0 16.7 2758 10.4 1704 10" thkns: Flat ceiling, membrane roof mat, frmdeck, 1/2" gypsum board int fnsh, 10" thkns Roors (none) _43 Wrr htstoft, Right -Suite® Universal 2017 17.0.19 RSU21135 2019-Apr-2210:Page age4 4 Ck ...s\Lore\Desktop\Calculations\2800 Teller St_rup Calc = MJ8 Front Door faces: W Project Information For: Wry Rivas,NUHALJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (TF) 70 17 Latitude: 40oN Relative humidity(%) 30 50 Outdoor: Heating Cooling IVIoisture difference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Vit bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f? Btuhrlf-°F ff-°F/BtM Btuhff Btuh BtuhAV Btuh Walls Frm wall, stucco ext, 112" wood shth, 1/2" gypsum board int fnsh, 2"x6L 70 0.240 20.0 16.7 1159 5.87 408 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk:e 16 0.320 0 22.2 356 34.6 554 2 glazing, clr low -a outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk: 6.67 ft head ht Doors (none) Ceilinggs Flat Tmng, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 165 0.241 49.0 16.7 2758 10.4 1704 10" thkns: Flat ceiling, membrane roof mat, frmdeck, 1/2" gypsum board int fnsh, 10" thkns Roors (none) _43 Wrr htstoft, Right -Suite® Universal 2017 17.0.19 RSU21135 2019-Apr-2210:Page age4 4 Ck ...s\Lore\Desktop\Calculations\2800 Teller St_rup Calc = MJ8 Front Door faces: W '- Component Constructions Job: Residence ' ;. fis aG E,t<. Bed 2 Date: By: Apr. 19, 2019 JR Heat & Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720827-9324 Email'. heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: NbryRivas, NUHAUS303 LLC PO Box 12055, Denver, C080212 Ph one: 303 -886 -743 7 Email: mary.mail@ne.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Wisture difference (gdlb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Nlethod Simplified Mt bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U -value ft' BMIW--°F Walls Frm w a ll, stucco ext, 1/2" w ood shth, 1/2" gyps um board int fnsh, 2"x6lb 91 0.240 wood frm, 16"o.c. stud: Frmwall, stucco ext, 1/2"wood shth, 1/2" gypsum board int fnsh, 2"x6" w ood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk:e 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Cellirr�tggs Flat ca ing, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Roors (none) " " wrlightsafC° Right -Suite® Universal 2017 17.0.19 RSU21135 ...s\Lore\Desktop\Calwiations\2800 Teller St-rup Calc = MJ8 Front Door faces: W 38 0.320 248 0.241 Insul R Htg HTM Loss Clg HTM Gain W-°F/BWh MNIV Btuh Bt,hVt' Btuh 20.0 16.7 1519 5.67 534 0 22.2 843 34.6 1312 49.0 16.7 4161 10.4 2572 2019 -Apr -22 10:55:43 Page 5 Project Information For: bbryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@ne.com Location: Component Constructions Job: Residence Cooling Denier Intemationa, CO, US Date: Apr. 19, 2019 70 }%tate .r� �r,Rzt tel^Plan: Clst 2 Heat & Air Calculations Inc By: JR 2800 Te Iler St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinacom Latitude: 40oN 863 Project Information For: bbryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@ne.com Location: Htg HTM Indoor: Heating Cooling Denier Intemationa, CO, US Btuh Indoor temperature (°F) 70 75 Elevation: 5430 ft 771 Design TD (°F) 70 17 Latitude: 40oN 863 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Vit bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area u -value R' 3h h/re.'F Walls Frm wall, stucco ext, 1/2" w ood shth, 1/2" gyps um board int fnsh, 2"x6h 46 0.240 w ood frat 16" o.c. stud: Firm wall, stucco ext, 1/2"w ood shth,1/2" a 52 0.240 gypsum board int fnsh, 2"x6" w ood frm, 16" o.c. stud all 98 0.240 Partitions (none) Windows 2 glazing, cir low -e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk:n 2 glazing, cir low -e outr, air gas, vnlfrm mat, cir innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Ce llirlgs Flat ceTing, membrane roof mal, f rm deck, 1/2" gypsum board int fns h, 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10" thkns Floors (none) 10 0.320 36 0.241 Insul R Htg HTM Loss Clg HTM Gain IF-'FrBdh Btuhffe Btuh BhhM' Blue 20.0 16.7 771 5.87 271 20.0 16.7 863 5.87 304 20.0 16.7 1635 5.87 575 0 22.2 222 11.3 113 49.0 16.7 602 10.4 372 Wrl htSOf't' Right -Suite® Univ ersM 201717.0.19 RSU21135 2019 -Apr -22 �- g Page AC<>....s\Lore\Desktop\Calculations\2800 Teller St_rup Calc - MJ8 Front Door faces: W G 0" yor Coin onent Constructions Job: Residence Date: Apr. 19, 2019 By: JR t` 4Lt Ai Bath 2 Plan: 2800Teller St. tr `- Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.00m Web: www.heatendaircalculationsinc.com For: NhryRilras,NUHAUS303LLC U -value Insul R Htg HTM Loss Clg HTM PO Box 12055, Denver, CO 80212 h' Btuh/W--°F IF-'F/Btuh Phone: 303-886-7437 Btuh Btuhrt[' Btuh Walls Email: mary.mail@me.com Design Conditions 70 0.240 20.0 Location: 1159 5.87 Indoor: Heating Cooling Denner Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified 1l\L-tbulb(°F) - 60 Construction quality Average 10 Wind speed (mph) 15.0 7.5 Fireplaces 0 113 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain h' Btuh/W--°F IF-'F/Btuh BMW Btuh Btuhrt[' Btuh Walls Frm wall, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6h 70 0.240 20.0 16.7 1159 5.87 408 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnifrm mat, clr innr, 1/4" gap, 1/8" thkn 10 0.320 0 22.2 222 11.3 113 2 glazing, cir low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk 6.67 ft head ht Doors (none) Ceilinggs Flat ceYiing, membrane roof mat, frm deck, 1/2" gypsum board int fns h, 51 0.241 49.0 16.7 851 10.4 526 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh. 10" thkns Floors (none) 2019 -Apr -22 10:55:43 wrightSOft Right -Suite® Universal 201717.0.19 RSU21135 Page 7 - — .4 (k_.s0.oretDesktop\Calculations12800 Teller St-rup Calc =MJ8 Front Door faces: W 71',�f1.`.'r, Component Constructions Bed 3 Heat & Air Calculations Inc Job: Date: By: Plan: Residence Apr. 19, 2019 JR 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalmiations@gmail.com Web: www.heatandaircalculationsinc.com Indoor temperature (°F) For: Mary Rivas,NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@ne.com Location: Indoor: Heating Cooling Denier International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Da i ly ra nge (T) - 28 ( H ) Method Simplified Mt bulb ff) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value fe BWNW-°F Walls Frm w all, stucco ext, 1/2" w ood shth, 1/2" gyps um board int fnsh,2'x6h 87 0.240 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" w ood shth, 1/2' gypsum board int fnsh, 2'x6" wood frrR 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e out r, air gas, vnIfrm mat, clr innr, 1/4" gap, 1/8" thk:n 2 glazing, clr low -e out r, air gas, vnI frm mal, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) cellingqS Fla t ceTing, membrane roof mat, f rm d eck 112" g yps u m bo and in t fns h, 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10" thkns Floors (none) "Y: "-9- Wrightsoft Rig ht -Suite® Universa1201717.0.19 RSU21135 eOE...s{LorelDesktoptCalculat1cns12800 Teller St-rup Calc = MJ8 Front Door faces: W 38 0.320 189 0.241 Insul R Htg HTM Loss Clg HTM Gain ff-*F/BM, Btuh/w Btuh Bluhffe Btuh 20.0 16.7 1444 5.87 508 0 22.2 843 11.3 430 49.0 16.7 3159 10.4 1952 2019 -Apr -22 10:55:43 For: NfaryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Component Constructions Job: Date: Residence Apr. 19, 2019 r Laundry Heat Sr Air Calculations Inc By: Plan: JR 2800Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculalions@gmaii.com Web: —heatandaircalculationsinc.com Elevation: 5430 ft For: NfaryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Indoor: Heating Cooling Denier Intemationa, CO, US Indoor temperature (") 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Mt bulb ff) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain it, BWhRt'-°F ft'-"F/Btuh Btuhtw Btuh Bthffe Btuh Watts (none) Partitions (none) Windows (none) Doors (none) Ceilinggs Fla tceTing,merrbraneroof mat,frmdeck,1/2"gypsumboardintfns h, 58 0.241 49.0 16.7 977 10.4 604 10" thkns: Flat ceiling, membrane roof mat, frmdeck, 1/2" gypsum board int fnsh, 10" thkns Floors (none) Wrl ht$0ft` Right-Sufte® Page Universal 201717.0.19 RSU21135 2019 -Apr -22 9 9 - - - ACOk...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 Bath 3 By: JR Plan: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720527-9324 Email: heataircalculations@gmail.00m Web: viww.heatandaircalculationsinc.com For: Mary Rivas, NUHAUS 303 LLC Insul R Htg HTM Loss Clg HTM Gain V Btuh/W-°F ft-°F/BW etvhmF Btvn Bwnm' eteh PO Box 12055, Denver, C080212 Frm wall, stucco ext, 1/2"wood shth, 1/2" gypsum board int fnsh, 2"x6h 65 0.240 Phone: 303-886-7437 w ood frm, 16" o.c. stud: Frm wall, stucco ext, 1 /2"wood shlh, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Email: mary.mailat me.com Partitions Design Conditions Windows Location: Indoor: Heating Cooling Den\,er Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (TF) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling MDisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified V1kt bulb (°F) 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain V Btuh/W-°F ft-°F/BW etvhmF Btvn Bwnm' eteh Walls Frm wall, stucco ext, 1/2"wood shth, 1/2" gypsum board int fnsh, 2"x6h 65 0.240 20.0 16.7 1084 5.87 381 w ood frm, 16" o.c. stud: Frm wall, stucco ext, 1 /2"wood shlh, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frmmal, cIr innr, 1/4" gap, 1/8" thkn 10 0.320 0 22.2 222 11.3 113 2 glazing, clr low -e outr, air gas, vnl frmmat, cir innr, 1/4" gap, 1/8" thK 6.67 ft head ht Doors (none) Ceilingqs FlatceTing, membrane roof mat, frmdeck,1/2"gypsum board intfnsh, 49 0.241 49.0 16.7 814 10.4 503 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" lhkns Floors (none) WrightSOW Right-Suhe® Universal 2017 17.0.19 RSU21135 2019 -Apr -2210:55:43 - ---Page 70 .1'1'....s\Lore\Desktop\Calculaticns\2800 Teller St-rup Calc -M.18 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 it Bed 4 By: JR Plan: 2800 Teller St. 7' 'r'» Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: w .heatandaircalculationsinc.com For: Nbry Rivas, NUHAUS303LLC Insul R Htg HTM Loss Clg HTM Gain fF BM/W--'F PO Box 12055, Denver, C080212 Btuh BNh/ft' Btuh Walls Phone: 303-886-7437 Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6h 79 0.240 20.0 16.7 1319 5.87 464 Email: marymail@me.com gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Design C• • • Partitions Location: Indoor: Heating Cooling Deneer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N 2 glazing, clr low -a outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; Relative humidity (%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: (none) Dailyrange (°F) - 28 ( H ) Niethod Simplified Vat bulb (°F) 60 Construction quality Average 3045 10.4 1882 Wind speed (mph) 15.0 7.5 Fireplaces 0 int fns h. 10" thkns Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF BM/W--'F R'-'F/BWh Btuh/fl Btuh BNh/ft' Btuh Walls Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6h 79 0.240 20.0 16.7 1319 5.87 464 wood furl 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, Or low -a oulr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk:n 38 0.320 0 22.2 843 11.3 430 2 glazing, clr low -a outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 182 0.241 49.0 16.7 3045 10.4 1882 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fns h. 10" thkns Floors (none) 2019 -Apr -22 10:55:43 a: �1r1'rights ift° -Right-Suite® Univ ersal 2017 17.0.19 RSU21135 Page 11 ...s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 f$t 7r,Ee ¥k9t°_ Bath 4 By: JR Heat &Air Calculations Inc Plan: 2800Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone720-627-9324 Email: heetaircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: N13ry Rivas, NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It Design TD (°F) 70 17 Latitude: 40"N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisture difference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified V bt bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain t BMRP-'F ff-'F/Btuh BIU /W Blob BtuhrR' stub Walls Frm wall, stucco ext, 1/2"w ood shth, 1/2" gypsum board int fnsh, 2"x6h 35 0.240 20.0 16.7 584 5.87 205 w ood frm, 16" o.c. stud: Frm w all, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnlfrmmat, clr innr, 1/4" gap, 1/8" thk:n 10 0.320 0 22.2 222 11.3 113 2 glazing, clr low -e outr, air gas, vnlfrm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilin1'1gqs Flat ceting, membrane roof mat, frmdeck, 112"gypsum board int fnsh, 50 0.241 49.0 16.7 830 10.4 513 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fns h, 10" thkns Floors (none) ri 1201 9-Ap,22 10:55:43 wrlghtsoft' RightSuite® Universal 2017 17.0.19 RSU21135 Page 12 ...s\Lore0esktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 fia� 4 -Ai r_ Pwdr By: JR Plan: 2800Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: fvbryRivas, NUHAUS303 LLC PO Box 12055, Denver, CO 80212 Phone: 303-886-7437 Email: mary.mail@ne.com Design Cs • • Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation 5430 ft Design 7D (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Wthod Simplified VVetbulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM°--°F T'FiBNh BtuhM Btuh BIuhR' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ce'fin g FlatceTinS g,membraneroofmat,frmdeck,112"gypsumboardinlfnsh, 25 0.241 49.0 16.7 419 10.4 259 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Roors (none) 2019 -Apr -22 10:55:43 wrightsoft, Right-Suite(h) U niv ersal 2017 17.0.19 RSU21135 Page 13 s('k...s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 ca Alt'-. Living By:JR Pla n: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email' heataircalculations@gmail.com Web: www.heatandaircalculationsinacorn For: lvbryRivas, NUHPUS 303 LLC U -value BtuhflF--°F Insul R W--°F/BM Htg HTM abi'm Loss Clg HTM Btuh BtuhA? PO Box 12055, Denver, C080212 Walls Phone: 303-886-7437 Frm wall, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6h Email: mary.mail@me.com 0.240 20.0 16.7 2919 Design Conditions 1027 wood frm,16"o.c.stud: Frm wall, stucco ext, l/2"wood shth,1/2" w 111 Location: 20.0 Indoor: Heating Cooling Den\er Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 4762 Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling CVbisture difference (grllb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified VVI t bulb (°F) - 60 Construction quality Average 80 Wind speed (mph) 15.0 7.5 Fireplaces 0 34.6 Construction descriptions Or Area IF U -value BtuhflF--°F Insul R W--°F/BM Htg HTM abi'm Loss Clg HTM Btuh BtuhA? Gain Btuh Walls Frm wall, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6h 175 0.240 20.0 16.7 2919 5.87 1027 wood frm,16"o.c.stud: Frm wall, stucco ext, l/2"wood shth,1/2" w 111 0.240 20.0 16.7 1843 5.87 648 gypsum board int fnsh, 2"x6" w ood frm, 16" o.c. stud all 286 0.240 20.0 16.7 4762 5.87 1675 Partitions (none) Windows 2 glazing, clr low -a outr, air gas, vnl frmmat, cir innr, 1/4" gap, 1/8" thlcw 80 0.320 0 22.2 1779 34.6 2768 2 glazing, clr low -a outr, air gas, vnl frim mat, clr innr, 1/4" gap, 1/8" thk 6.67 ft head ht Doors 11 D0: Door, w sc type n 35 0.390 0 27.1 949 9.54 334 Cellirnq FlalceTing, membrane roof mat, frmdeckl/2"gypsumboardintfnsh, 444 0.241 49.0 16.7 7435 10.4 4595 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10" thkns Floors (none) Aj vlrrightSOft° Right -Suite® Universal 201717.0.19 RSU21135 I2019 -Apr -2270:55:43 page 14 AC.s\LorelDesktop\Celculadons\2900 Teller St..rup Calc = MJB Front Door feces: W ki � A - Ai r Component Constructions Enhy Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Den\er Intemationa, CO, US Gain Project Information For: lVbryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@ne.com Location: Area Indoor: Heating Cooling Den\er Intemationa, CO, US Gain Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuhRF Design TD (°F) 70 17 Latitude: 40'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Ivbisture difference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain fF Bt0rF-'F ft'-`FBluh BtuhRF Btuh BtuhA? NO Walls Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x6W 37 0.240 20.0 16.7 617 5.87 217 wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors 11 D0: Door, wd sc type w 35 0.390 0 27.1 949 9.54 334 Ceilings Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fns h, 123 0.241 49.0 16.7 2055 10.4 1270 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns floors (none) 2019 -Apr -22 10:55:43 wright50ft' Right -Suite® Universal 2017 17.0.19 RSU21135 Page 15 ACOk...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W Component Constructions Job: Residence Date: Apr. 19, 2019 i,� Dining By: JR Plan: 2800 Teller St. '"' Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720627-9324 Email: heataircalculations@gmail.mm Web: www.heatandaircelculationsinc.com For: NtaryRivas,NUHALJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@me.com Location: Indoor: Heating Cooling Deneer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H } Nkthod Simplified 1Akt bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft. Btlihff-*F re -'FIB" Btuh f Btuh BWA? Btuh Walls Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2'x6l§ 117 0.240 20.0 16.7 1952 5.87 687 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2"w ood shth, 1/2" w 82 0.240 20.0 16.7 1368 5.87 481 gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud all 199 0.240 20.0 16.7 3319 5.87 1168 Partitions (none) Windows (none) Doors 11 D0: Door, w s type w 35 0.390 0 27.1 949 9.54 334 Ceilings Fla ttening,membraneroof met, frmdecK1/2"gypsumboardintfnsh, 288 0.241 49.0 16.7 4827 10.4 2983 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10" thkns Floors (none) 1201 g -Apr -22 10:55:43 , Wr'ightS(fi`-t' Right-Sulte® Universal 2017 17.0.19 RSU21135 Page 16 ACAON...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc - MJ8 Front Door faces: W ;I Project• • For: MaryRivas, NUHALJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Component Constructions Kitchen Heat & Air Calculations Inc Job: Date: By: Plan: Residence Apr. 19, 2019 JR 2800Teller St. 1791 E 58th Ave. Unit G. Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: v .heatandaircalculationsinc.com Loss Clg HTM Indoor temperature (°F) Project• • For: MaryRivas, NUHALJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Or Indoor: Heating Cooling Den\er Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BluhM--°F Design TD (°F) 70 17 Latitude: 40'N Btuh Relative humidity(%) 30 50 Outdoor: Heating Cooling IVbisturedifference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: 0.240 20.0 Dailyrange (°F) - 28 ( H ) Method Simplified woodfrm, 16" o.c. stud: Frm wall, stucco ext, 1/2"w oodshth,1/2" Mt bulb (°F) - 60 Construction quality Average 16.7 Wind speed (mph) 15.0 7.5 Fireplaces 0 s Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BluhM--°F M °F/Btuh Btuh/fF Btuh BM/ff Btuh Walls Frm wall, stucco ext, 1/2"w ood shth, 1/2" gypsum board int fnsh, 2'x6h 27 0.240 20.0 16.7 455 5.87 160 woodfrm, 16" o.c. stud: Frm wall, stucco ext, 1/2"w oodshth,1/2" a 78 0.240 20.0 16.7 1304 5.87 459 gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud s 41 0.240 20.0 16.7 676 5.87 238 w 58 0.240 20.0 16.7 959 5.87 337 all 203 0.240 20.0 16.7 3393 5.87 1194 Partitions (none) Windows 2 glazing, clr low -e out r, air gas, vnI frm mat, clr innr, 1/4" gap, 1/8" thk:n 80 0.320 2 glazing, clr low -e out r, air gas, vnI frm mat, clr innr, 1/4" gap, 1/8" thk,a 61 0.320 6.67 ft head ht w 40 0.320 all 181 0.320 Doors 11DO: Door, wdsc type w 21 0.390 Ce llinggs Flatceiing, membrane roof mat, frmdeck,1/2"gyps umboardintfnsh, 449 0.241 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Floors (none) w rightseslte Right -Suite® Universal 2017 17.0.19 RSU21135 Z, x ....\Lore\Desktop\Calculationst2800 Teller St..wp Calc = MJ8 Front Door faces: W 0 22.2 1779 11.3 907 0 22.2 1364 34.6 2122 0 22.2 890 34.6 1384 0 22.2 4033 24.3 4414 0 27.1 569 9.54 200 49.0 16.7 7522 10.4 4649 2019 -Apr -22 10:55:43 Component Constructions Job: Residence Office Date: Apr. 19, 2019 Office By: JR Heat &Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: wvnv.heatandaircalculationsinc.com Construction descriptions Or Area U -value Insul R Htg HTM For: Nhry Rivas, NUHA1JS303LLC IP Btuhff--'F IF-'FiBtuh PO Box 12055, Denver, C080212 Btuh BtuhA[' Btuh Walls Phone: 303-886-7437 Email: marymail@me.com Frmwa11,stucco ext, 1/2"wood shlh,1/2" gyps um board int fnsh, 2"x65 87 0.240 Design C• • • 1455 5.87 Location: wood frm, 16" o.c. stud: Frm wall, stucco ext, 1 /2" w ood shth, 1/2" w Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It 0.240 Design TD (°F) 70 17 Latitude: 40°N 1058 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr/Ib) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Wthod Simplified Mt bulb ('F) 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain IP Btuhff--'F IF-'FiBtuh "M Btuh BtuhA[' Btuh Walls Frmwa11,stucco ext, 1/2"wood shlh,1/2" gyps um board int fnsh, 2"x65 87 0.240 20.0 16.7 1455 5.87 512 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1 /2" w ood shth, 1/2" w 93 0.240 20.0 16.7 1551 5.87 546 gypsum board int fnsh, 2"x6" w ood frrr16" o.c. stud all 180 0.240 20.0 16.7 3007 5.87 1058 Partitions (none) Windows 2 glazing, clr bw-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thks 20 0.320 0 22.2 445 18.0 360 2 glazing, clr low -e outr, air gas, vnlfrm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors (none) Ce llirtgs Flat ceTing,membrane roof mat,frmdeck,l/2" gypsum board int fnsh, 123 0.241 49.0 16.7 2063 10.4 1275 10"thkns: Flat ceiling, membrane roof mat, frmdeck, 1/2" gypsum board int fnsh, 10" thkns Floors (none) 2019 -Apr -22 10:55:43 ,�...,,, Wi'rgh#stsft° Right-Suite®Universal 2017 17.0.19 RSU21135 Page 18 .As:,Gf'....s\Lore\Desktop\Celculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W - Newt Ai Coin onent Constructions Studio Heat & Air Calculations Inc Job: Date: By: Plan: Residence Apr. 19, 2019 JR 2800 Teller St. 1791 E 58th Ave. unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: wNw.heetandaircalculationsinacom Indoor temperature (°F) 70 For: Nlary Rivas, NUHALJS303LLC PO Box 12055, Denver, CO 80212 Phone: 303-886-7437 Email: mary.mail@me.com Location: Indoor: Heating Cooling Den\er Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Misturedifference (grllb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Wthod Simplified Watbulb(°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtU ff--°F ft°-'F/Btuh Btuhff Btuh Btuhff Btuh Walls Frm wall, stucco ext, 1/2" w ood shth, 1/2" gypsum board int fnsh, 2"x6@ 18 0.240 20.0 16.7 304 5.87 107 w ood frnk 16" o.c. stud: Frm wall, stucco ext, 1/2"woodshth,1/2" s 15 0.240 20.0 16.7 254 5.87 89 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud w 18 0.240 20.0 16.7 304 5.87 107 all 52 0.240 20.0 16.7 863 5.87 304 Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thke 56 0.320 0 22.2 1245 34.6 1938 2 glazing, cir low -e outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/8" thk;s 56 0.320 0 22.2 1245 18.0 1009 6.67 ft head ht w 56 0.320 0 22.2 1245 34.6 1938 all 168 0.320 0 22.2 3736 29.1 4884 Doors (none) Ceilings Flat coling, membrane roof mat, frm deck 1/2" gypsum board int fns h, 65 0.241 49.0 16.7 1094 10.4 676 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Floors (none) ' ' wricghl'$O t° Right -Suite® Universal 2017 17.0.19 RSU21135 - � ...s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W 2019 -Apr -22 1_0:5_5:43 Page 19 Component Constructions Job: Residence Date: Apr. 19, 2019 Pantry By: JR Heat &Air Calculations Inc Plan: 2800Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: v—v.heatandakcalculationsinc.com For: lubryRivas, NUHAUS 303 LLC U -value Insul R Htg HTM Loss Clg HTM PO Box 12055, Denver, C080212 ft' BWhA?--°F fF.*F/Bhh Phone: 303-886-7437 Btuh BtLhge Btuh Walls Email: mary.mail@me.com Design Conditions Frm w a 11, stucco ext, 1/2" w ood shth, 1/2" gyps um board int fnsh, 2"x% 56 Location: 20.0 Indoor: Heating Cooling Denier Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 2319 Design TD (°F) 70 17 Latitude: 40°N 0.240 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (grllb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified VVetbulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BWhA?--°F fF.*F/Bhh Btuh/IP Btuh BtLhge Btuh Walls Frm w a 11, stucco ext, 1/2" w ood shth, 1/2" gyps um board int fnsh, 2"x% 56 0.240 20.0 16.7 934 5.87 329 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" w cod shth, 1/2" s 139 0.240 20.0 16.7 2319 5.87 816 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud all 195 0.240 20.0 16.7 3253 5.87 1144 Partitions (none) Windows 2 glazing, clr low -e out r, air gas, v n I frmmat, clr innr, 1/4" gap, 1/8" thk:e 16 0.320 0 22.2 356 34.6 554 2 glazing, clr low -e out r, air gas, vntfrm mat, clr innr, 1/4" gap, 1/8" thk,s 20 0.320 0 22.2 445 18.0 360 6.67 ft head ht all 36 0.320 0 22.2 801 25.4 914 Doors (none) Cellinngg5 Flat cei ing, membrane roof mat, frm decK 1/2" gypsum board int fns h, 141 0.241 49.0 16.7 2367 10.4 1463 10" thkns: Flat ceiling, membrane roof mat, frm deck 1/2" gypsum board int fnsh, 10" thkns Floors (none) 2019 -Apr -22 10:55:43 "rF VWrlght;SOft° Right -Suite® Universal 2017 17.0.19 RSU21135 Page 20 ...siLoretDesktoplCalculations12800 Teller St.rup Calc = MJ8 Front Door faces: W �r 01 6^ 0 Component Constructions Job: Residence Date: Apr. 19, 2019 $9c�iC if� Hall By: JR Plan: 2800 Te Iler St. n Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Construction descriptions Or Project• • Insul R Htg HTM For: NFary Rivas, NUHALJS303LLC re Btuhm'-°F ff-°Fffituh PO Box 12055, Denver, C080212 Btuh Bt&M- Btuh Walls Phone: 303-886-7437 Email: marymail@me.com Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x65 52 0.240 Design Conditions 16.7 872 5.87 Location: wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" w Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.240 Design TD (°F) 70 17 Latitude: 40'N -7 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference(grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Vit bulb (°F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain re Btuhm'-°F ff-°Fffituh BUMP Btuh Bt&M- Btuh Walls Frm wall, stucco ext, 1/2" wood shth, 1/2" gypsum board int fnsh, 2"x65 52 0.240 20.0 16.7 872 5.87 307 wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth, 1/2" w 41 0.240 20.0 16.7 676 5.87 238 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud all -1 0.240 20.0 0 -21 0 -7 Partitions (none) Windows 2 glazing, clr low -e outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/8" thks 256 0.320 0 22.2 5693 18.0 4613 2 glazing, cir low -e outr, air gas, vnl frm mat, cir innr, 1/4' gap, 1/8" lhk; 6.67 ft head ht 4A5-2ovd: 2 glazing, cir low -e outr, air gas, vnl frm mat, clr innr, 1/4" a 160 0.320 0 22.2 3558 34.6 5536 gap, 1/8" thk; NFRC rated (SHGC=0.31); 6.67 ft head ht Doors (none) Ceill nggs Flat ceTing, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 416 0.241 49.0 16.7 6968 10.4 4306 10" thkns: Flat ceiling, membrane roof mat, frm deck, 1/2" gypsum board int fnsh, 10" thkns Floors (none) 11wri htsoft° Rig 4l) U my ersal 201717.0.19 RSU21135 2019 -Apr -2210:55:43 Page 21 ,46�...sV-ore0esidoplCalwlabonst2800 Teller St..rup Calc = MJ8 Front Door faces: W Project Summary H 1t s Air Entire House =" Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web:—heatandaircalculationsine.corn Project Information For: N}aryRivas, NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Notes: Design Information Weather. Den\er International, CO, US Winter Design Conditions Outside db 1 of Inside db 70 °F Design TD 70 °F Heating Summary Structure 134263 Btuh Ducts 0 Btuh Ce ntra I \en t (0 cfm) 0 Btuh (none) 50 of Humidification 0 Btuh Piping 0 Btuh Equipment load 134263 Btuh Infiltration 83059 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 3549 3549 Volume (fta) 31945 31945 Airchanges/hour 0.28 0.15 Equiv. AW (cfm) 149 80 Heating Equipment Summary Make Armstrong Trade AIR EAS E,ARMSTRONGAR,ADVANCE... Model A93UH1D110C20A-' AHRI ref 4208447 Efficiency 93 AFUE Heating input 110000 Btuh Heating output 104000 Btuh Temperature rise 50 of Actual airflow 2310 cfm Air flow factor 0.017 cfrn /Btu h Static pressure 0.80 in H2O Space thermostat 83059 Btuh Summer Design Conditions Outside db 92 °F Inside db 75 of Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Sensible Cooling Equipment Load Sizing Structure 83059 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh (none) Air flow factor Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 80318 Btuh Latent Cooling Equipment Load Sizing Structure -615 Btuh Ducts 0 Btuh Ce ntra I \en t (0 cfm) 0 Btuh (none) Equipment latent load 0 Btuh Eq ui pm ent total load 80318 Btuh Req. total capacity at 0.70 SHR 9.6 ton Cooling Equipment Summary tvbke Armstrong Trade ASPEN Cond 4SCU13LB16OP-3 Coil C(AC,D)60E3G++TDR AH RI ref 5952652 Efficiency 10.5 EER, 13 SEER Sensible cooling 40250 Btuh Latent cooling 17250 Btuh Total cooling 57500 Btuh Actual airflow 1917 cfm Air flow factor 0.023 cfm /Btu h Static pressure 0.80 in H2O Load sensible heat ratio 1.00 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. Wt'fgi1EY56fi' Right-Sui[e®2019-Apr-22 10:55 43 ersa1201717.0.19 RSU21135 Page 1 AOCA Teller St..rup Calc = MA Front Door faces: W Hourly Glazing Load Hour of Day 11 —v : as r- i amrrrr Maximum hourly glazing load exceeds average by 20.5%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2019 -Apr -22 10:55:43 Wrightsoft.' Right -Suite® U niv ersal 201717.0.19 RSU21135 Page 1 ._s\lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W r-4 0 n � c o - m AED Assessment Job:Residence For: Date: Apr. 19, 2019 Entire House By: JR a� Heat & Air Calculations Inc Plan: 2800Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: vrvnv.heatandaircalculationsinacom Hourly Glazing Load Hour of Day 11 —v : as r- i amrrrr Maximum hourly glazing load exceeds average by 20.5%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2019 -Apr -22 10:55:43 Wrightsoft.' Right -Suite® U niv ersal 201717.0.19 RSU21135 Page 1 ._s\lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W r-4 0 n � c o - m Project• • For: NbryRivas,NUHAIJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Location: Indoor: Heating Cooling Demer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 70 17 Latitude: 40'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisture difference (grAb) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Dailyrange (°F) - 28 ( H ) VVetbulb (°F) - 60 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Hour of Day 11 —v : as r- i amrrrr Maximum hourly glazing load exceeds average by 20.5%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2019 -Apr -22 10:55:43 Wrightsoft.' Right -Suite® U niv ersal 201717.0.19 RSU21135 Page 1 ._s\lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W r-4 0 n � c o - m Right -J® Worksheet xr�cslr . Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 %B JR Plan: 2800 Te Iter St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Entire House CIst.1 2 Exposed wall 383.2 ft 26.7 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 8.5 x 19.4 ft 5 Room area 3549.4 fl' 165.0 W Ty ConstmctJon number U -value (Btuh/fN-`F or HTM (Bt uh/ftp Area (fP) I or perimeter (ft) Load I (Btuh) Area (fl') I or pan(ft) Loed I (Btuh) Heat Cool Gross N/P/S Heat Cool 1 ross I N/P/S j Heat Cool 6 Frm wall, stucco ext 0.240 n. 18.88 5.87 815 584 9736 3425 0 0 0 0 2 glazing, cir low -e 0.320 n 22.24 11.34 196 0 4355 2221. 0 0 0 0 11D0 0.390 n 27.109.54. 35 35 949 334 0 0 0 0 �/j� Frm wall, stucco ext 0.240 a 16.68 5.87 910 563 9383 3301 175 175 2915 1025 11 �G 2 glazing, clr lowe 0.320 a 22.24 34.60 187 0 4164 6479 0 0 0 0 �G 4A5-2ovd 0.320 a22.24 34.60 160 0 3558 5536 0 0 0 0 Vy Frm wall, stucco ext 0.240 s 16.68 5.87 815 413 6881 2421 65 55 922 324 I_G 2 glazing, Gr Iowa 0.320 s 22.24 18.02 402 0 8940 7243 10 0 222 180 t� Frm wall, stucco ext 0.240 w 16.68 5.87 910 563 9387 3302 0 0 0 0 �G 2 glazing, cir Iowa 0.320 w 22.24 34.60 256 0 5693 8858 0 0 0 0 1--D 11DO 0.390 w 27.10 9.54 91 91 2467 868 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 3548 3548 59419 36720 165 165 2764 1708 61 c) AED excursion 01 8 Envelope loss/gain 1 1249321 807081 1 1 68231 3171 12 a) Infiltration 9331 1201 649 84 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 5 1150 0 0 Appliancestother 0 0 Subtotal Oines 6 to 13) 1 134283 83059 1 1 7473 3254 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 134263 83059 7473 3254 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 1323101 819171 71291 32751 1 I Ar=(c m) 1 1 1 1 1 Calculations at)oroved byACCAto meet all reauirements of Manual J 8th Ed. Wrig17tSG1> 2019 -Apr -2210:55:43 Right -Suite® Universal 201717.0.19 RSU21135 Page 1 ...slLorelDesktop\Calcula8ons12800 Teller St..rup Calc = MJ8 Front Door faces: W G Right -J® Worksheet Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 Byy: JR Pra n: 28 00 Te Ile r St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Bed 1 Bath 1 2 Exposed wall 29.7 ft 9.5 ft 3 Room height 9.0 If heat/cool 9.0 If heat/cool 4 Room dimensions 1.0 x 281.1 ft 17.3 x 9.5 ft 5 Room area 281.1 ft' 164.7 ft' Ty Construction U -value Or HTM Area (R') Load) Area (ft') Load number (Btuh/ft'--F (Bt uh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btu h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, clr lowe 0.320 n 22.24 11.34 0 0 0 0 0 0 0 0 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 W Frm wail, stucco ext 0.240 a 16.68 5.87 0 0 0 0 86 70 1159 408 1 1 �G 2 glazing, cir low -e 0.320 a 22.24 34.60 0 0 0 0 16 0 356 554 �C 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 s 16.68 5.87 63 23 384 135 0 0 0 0 G 2 glazing, clr low -e 0.320 s 22.24 18.02 40 0 890 721 0 0 0 0 Frm wall, stucco ext 0.240 w 16.68 5.87 204 124 2068 728 0 0 0 0 G 2 glazing, cir low -e 0.320 w 22.24 34.60 80 0 1779 2768 0 0 0 0 11 D0 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 281 281 4708 2909 165 165 2758 1704 61 c) AED excursion 1 837 -17 Envelope loss/gain 1 9829 8098 1 1 4273 2649 12 a) Infiltration 722 93 231 30 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 01 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 1 10551 8651 1 4505 2679 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10551 8651 4505 2679 15 Duct loads -0% 0% 0 0 -0% 0' 0 0 0 4508 268Aoeq �fI (c) I I 821 21 I 1ta Calculations approved byACCAtO meet all requirements of Manual J 8th Ed. 414- wri9ht51Dft'ersa2019-Apr-22 10:55:43 ..I CSA Rig Teller te®U niv Calc = 2J8 17.0.19 daces W Page 2 ..slLore\Desktop\Calcula[ions12800 Teller St_rup Calc = MJ8 Front Door faces: W Right -M Worksheet Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 To Ile, St. 1791 E 58th Ave. Unit G. Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.mm Web: www.heatandaircalculationsinc.com 1 Room name Bed Cls t.2 2 Exposed wall 14.3 ft 12.0 ft 3 Room height9.0 it heat(cool 9.0 ft heat/cool 4 Room dimensions 17.3 x 14.3 ft 6.3 x 5.8 ft 5 Room area 248.4 fN 35.9 ft' Ty ConstructionU-value Or HTM Area (fl') Load Area if P) Load number (Bt uNfF-°F I (8tuh/fP) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 0 56 46 771 271 IL_ 2 glazing, cir low -a 0.320 n 22.24 11.34 0 0 0 0 10 0 222 113 -_DG 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 a 16.68 5.87 129 91 1519 534 52 52 863 304 11 �-G 2 glazing, clr low -e 0.320 a 22.24 34.60 38 0 843 1312 0 0 0 0 �--G 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 ly Frm wall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 1___G 2 glazing, clr low -e 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 w 16.68 5.87 0 0 0 0 0 0 0 0 2 glazing, cir lowe 0.320 w 22.24 34.60 0 0 0 0 0 0 0 0 1100 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 248 248 4161 2572 36 36 602 372 6 c) AED excursion 19 -38 Envelope loss/gain 1 6524 4438 1 1 2459 1022 12 a) Infiltration 34945 292 38 b) Room ventilafion 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 6873 4712 2751 1060 Less external load 0 00 Less transfer 0 0 0 Redistribution j6M 0 0 0 14 Subtotal 4712 2751 1060 15 Duct loads -0% 0%0 -0% 0% 0 0 oad 68181 73 112 41091 27471 1024 Airtaequ�ed (cfin) I I I I I Calculations aooroved bVPCCAto meet all reauirements of Manual J 8th Ed. - .{ W�i9hk�o.�. 2019 -Apr -2210:55:43 Rig ht -Su ite®Universal 2017 17.0.19 RSU21135 Page 3 ...s\Lore\Desktop\Celculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Right -J® Worksheet Job: Residence ff-,t,_4 Ai- Entire House Date: Apr. ,s, zo,s By JR Heat & Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Bath 2 Bed 3 2 Exposed wall 8.8 It 13.6 If 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 8.8 x 5.8 If 1.0 x 188.6 If 5 Room area 50.8 ft2 188.6 I'V Ty Construction U -value Or HTM Area (f t2) Load Area (ft2) Load number (Btuh/f t2 (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 V� Frm wall, stucco ext 0.240 n 16.68 5.87 80 70 1159 408 125 87 1444 508 2 glazing, clr low -e 0.320 n 22.24 11.34 10 0 222 113 38 0 843 430 l�DG 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 a 16.68 5.87 0 0 0 0 0 0 0 0 1 1 G 2 glazing, clr lowe 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 �� CC.� 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 l Frm wall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 L_G 2 glazing, cir low -e 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 m Frwall, stucco ext 0.240 w 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, cir low -a 0.320 w 22.24 34.60 0 0 0 0 0 0 0 0 1 t DO 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 16.75 10.35 51 51 851 526 189 189 3159 1952 6 c) AED excursion -37 1 1-1101 Envelope loss/gain 2232 1009 1 1 5447 2780 12 a) Infiltration 215 28 337 43 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) 1 2448 1 1 5784 3053 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 293 175 14 Subtotal 2448 1037 6076 3228 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 24448 10241 607051 32251 Aotae di(c l 1 1 1 1 1 Calculations approved bvACCAto meetall requirements of Manual J 8th Ed. T i'r wrightsOft' Right -Suite® Page 4 U niv ersal 201717.0.19 RSU21135 2019-Apr-2210:ge4 ...s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Right -J® Worksheet Job: Residence pgf,i. Entire House Date: Apr. 19, 2019 By JR Heat & Air Calculations Inc plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Laundry Bath 2 Ex posed wall 0 ft 8.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.3 x 9.3 ft 8.3 x 5.8 ft 5 Room area 58.3 ft' 48.6 ft' Ty Construction number U -value (Bt uh/fP-°F Or HTM (Bt uh/ft) Area (f t') I or perimeter (ft) Load I (Btuh) Area (ft-) I or perimeter (ft) Load I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 0 75 65 1084 381 G 2 glazing, clr lowe 0.320 n 22.24 11.34 0 0 0 0 10 0 222 113 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 VL Frm wall, stucco ext 0.240 a 16.68 5.87 0 0 0 0 0 0 0 0 1 1 �G 2 glazing, clr lowe 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 llL��� 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 �Frm wall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, clr Iowa 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 w 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, clr low -e 0.320 w 22.24 34.60 0 0 0 0 0 0 0 0 11 D0 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 58 58 977 604 49 49 814 503 6 c) AED excursion 1 1 21 -36 Envelope loss/gain 1 977 583 1 1 2121 962 12 1 a) Infiltration 0 0 203 26 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 00 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 977 583 1 1 2324 988 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -977 -583 196 117 14 Subtotal 0 0 2520 1105 15 Duct loads -0% 0% 0 0 -0% 25431 i 12 Antae=..,d (c m) I I I eI 0I I I i Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -f4+WPi9hLsaft. Rig ht -Su ite® U niv ersal 2017 17.0.19 RSU21135 2019-Apr-2210:55:Page 43 ...s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W 5 Right -J® Worksheet - Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataifcalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Bed 4 Bath 4 2 Ex posed wall 13.0 It 5.0 It 3 Room height 9.0 It heaticool 9.0 It heat/cool 4 Room dimensions 1.0 x 181.8 It 5.0 x 9.9 ft 5 Room area 181.8 IF 49.6 fl' Ty Construction number U -value (Bt uh/f t' -°F I Or I HTM (Btuh/ft') or perimeter (ft) I Load (Btuh) I Area (f F) or perimeter (f}) I Load (Btuh) ..at Cool Gross N/P/S ..at Cool Gross N/P/S Heat Cool 6 Frm wall, stucco ext 0.240 n 16.68 5.87 117 79 1319 464 45 35 584 205 G T 2 glazing, clr lowe 0.320 n 22.24 11.34 38 0 843 430 10 0 222 113 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 �'�' Frm wall, stucco ext 0.240 a 16.68 5.87 0 0 0 0 0 0 0 0 1 1 �G 2 glazing, clr lowe 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 IL��_....1^.^ 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 �Frmwall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, clr low -e 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 w 16.68 5.87 0 0 0 0 0 0 0 0 2 glazing, clr lowe 0.320 w 22.24 34.60 0 0 0 0 0 0 0 0 LLLLL�����......pppppp 11D0 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 182 182 3045 1882 50 50 830 513 6 c) AED excursion 1 -1061 -30 Envelope loss/gain 1 5208 2670 1 1 1637 802 12 a) Infhration 317 41 122 16 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 g Subtotal (lines 6 to 13) 5524 2940 1756 818 Less external load0 0 0 0 Less transfer 0 0 0 0 Redistribution 105 62 105 62 14 Subtotal 5629 3003 1863 881 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 load 56991 30691 18321 8201 1, necruu) 1 1 1 1 1 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. vwrightsaft' 2019 -Apr -22 10:55:43 Right-Suitefl�Univ ersa1201717.0.19 RSU21135 Pa e6 ...s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W 9 C;tyOf IV12clot lkl- Right -M Worksheet 14am s AI, Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Pwdr Uving 2 Exposed wall 0 it 44.5 ft 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 5.0 x 5.1 it 1.0 x 443.9 it 5 Room area 25.4 fN 443.9 fl' Ty Construction U -value I or I HTM I Area (fN) Load Area (ft) Load number (Stuh/fl'--F I (Btuh/ftp or perimeter (ft) I (Btuh) I or perimeter (ft) I (Stull) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Has Cool 6 Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 0 210 175 2919 1027 2 glazing, clr lowe 0.320 n 22.24 11.34 0 0 0 0 0 0 0 0 11DO 0.390 n 27.10 9.54 0 0 0 0 35 35 949 334 Frm wall, stucco ext 0.240 a 16.68 5.87 0 0 0 0 0 0 0 0 11 �.G 2 glazing, cir low -e 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 L-- 4A5-2ovd0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 W Frm wall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 1_G 2 glazing, dr low -e 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 w 16.68 5.87 0 0 0 0 191 111 1843 648 2 glazing, cir lowe 0.320 w 22.24 34.60 0 0 0 0 80 0 1779 2768 11 DO 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10:35 25 25 419 259 444 444 7435 4595 61 c) A excursion 1-91 1 1 11051 Envelope lossigain 1 4191 2501 1 1 149251 10422 12 a) Infiltration0 0 1084 139 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 1 0 0 0 Appliances/other 1 0 p Subtotal (lines 6 to 13) 419 250 16009 10562 Leu external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -419 -250 1618 769 14 Subtotal 0 0 17626 11331 15 Duct loads _0% 0% 0 0 _0% 0 626 173031 112621 ar e�uo ed (cfrn) I I I OI OI I I Calculations aooroved byACCAto meet all reauirements of Manual J 8th Ed. -#44- wr^ightS011 t 2019 -Apr -22 10:age 7 Right-Suite®Universal 2017 17.0.19 RSU21135 Page 7 ...s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Right -J® Worksheet Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 B JR Plan: 2800 Te Iler St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Entry Dining 2 Exposed wall 8.0 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 15.3 x 8.0 ft 22.2 x 13.0 ft 5 Room area 122.7 ft' 288.2 ft' Ty Construction number U -value (Btuh/ft'--F Or I HTM (Bt uh/f R) I Area (ft') or perimeter (R) I Load (Btu h) I Area (ft') or perimeter (ft) I Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross 1 1111/S j Heat Cool 6 Vry Frm wall, stucco ext 0.240 n 18.68 5.87 0 0 0 0 0 0 0 0 ��-pG 2 glazing, clr low -e 0.320 n 22.24 11.34 0 0 0 0 0 0 0 0 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 a 16.68 5.87 0 0 0 0 117 117 1952 687 11 G 2 glazing,cir lowe 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 II��_____�� 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 Frm wall, stucco ext 0.240 s 16.68 5.87 0 0 0 0 0 0 0 0 G 2 glazing, clr lowe 0.320 s 22.24 18.02 0 0 0 0 0 0 0 0 VLgFrm wall, stucco ext 0.240 w 16.68 5.87 72 37 617 217 117 82 1368 481 2 glazing, clr low -e 0.320 w 22.24 34.60 0 0 0 0 0 0 0 0 11D0 0.390 w 27.10 9.54 35 35 949 334 35 35 949 334 C Flat ceiling, membra 0.241 - 16.75 10.35 123 123 2055 1270 288 288 4827 2983 61 c) AED excursion 1 1 $4 -159 Envelope loss/gain 3620 1756 1 9095 4325 12 a) Infiltration 195 25 633 82 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) 3815 1781 1 1 9728 4407 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -3815 -1781 1513 706 14 Subtotal 0 0 11241 5113 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Ci 0 171931 51181 Airtraequued (cfm) I I I OI OI I I Calculations approved byACCAto meet all requirements of Manual J 8th Ed. WPfgi4iS6.FC. 2019 -Apr -2210:55:43 Right -Suite® Universal 201717.0.19 RSU21135 Page8 s\Lore\Desktop\Calculations\2800 Teller SL.rup Calc = MJ8 Front Door faces: W 1i6l or �rg ®�edt Right -J® Worksheet 1�- Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 %B JR Plan: 2800 To Iter St. - 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Kitchen Off ice 2 Exposed wall 45.1 ft 22.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 449.1 ft 11.9 x 10.3 ft 5 Room area 449.1 ft' 123.1 ft' Ty Construction number U -value (Bt uh/ft'-'F Or HTM (Stuh/ftp Area (ft') I or perimeter (ft) Load I (Btuh) Area (ft-) I or perimeter (ft) Load I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy Frm wall, stucco ext 0.240 n16.68 5.87 107 27 455 160 0 0 0 0 2 glazing, clr low -e 0.320 n 22.24 11.34 80 0 1778 907 0 0 0 0 1�.DG 11D0 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 Frmwall, stucco ext 0.240 a 16.68 5.87 140 78 1304 459 0 0 0 0 1 1 G 2 glaang, dr low -e 0.320 a 22.24 34.60 61 0 1364 2122 0 0 0 0 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 Vy Frm wall, stucco ext 0.240 s 16.68 5.87 41 41 676 238 107 87 1455 512 �G 2 glazing, clr low -e 0.320 s 22.24 18.02 0 0 0 0 20 0 445 360 Vel Frm wall, stucco ext 0.240 w 16.68 5.87 119 58 959 337 93 93 1551 546 2 glazing, clr low -e 0.320 w 22.24 34.60 40 0 890 1384 0 0 0 0 �p 1 1D0 0.390 w 27.10 9.54 21 21 569 200 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 449 449 7522 4649 123 123 2063 1275 61 c) AED excursion 1-370 1 0 Envelope loss/gain 1 15517 10006 1 1 5514 2693 12 a) Infiltration 1098 141 542 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 2300 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16615 10228 6056 2763 Less external load 0 0 0Less transfer 0 0 7051 0Redistribution 0014 Subtotal 16615 10228 2763 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 162861 1023, 805041 27641 Airtrequ ed (cfm) I I I Calculations aooroved bVPCCAto meet all reauirements of Manual J 8th Ed. 4441- wrigktlLs47#t' 2019 -Apr -2210:55:43 Right -Suite® Universal 201717.0.19 RSU21135 Page ...s\LorelDesktop\Calculations12800 Teller St..rup Calc = MJ8 Front Door faces: W City of Ufa, R'a7v Right -J® Worksheet tf,» q_4 Air Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 Byy: JR Ptan: 280OTeller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Studio Pantry 2 Exposed wall 24.4 It 25.7 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 7.9 x 8.3 ft 17.7 x 8.1 It 5 Roomarea 65.3 fN 142.8 ft' Ty Construction U -value Or HTM Area If N) Load Area (w) Load number (Bt uh/fB-F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btu h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 0 0 0 0 0 2 glazing, clr low -e 0.320 n 22.24 11.34 0 0 0 0 0 0 0 0 11 DO 0.390 n 27.10 9.54 0 0 0 0 0 0 0 0 VL Frm wall, stucco ext 0.240 a 16.68 5.87 74 18 304 107 72 56 934 329 11 L 2 glazing, clr low -e 0.320 a 22.24 34.60 56 0 1245 1938 16 0 356 554 �� CC�� 4A5-2ovd 0.320 a 22.24 34.60 0 0 0 0 0 0 0 0 VL-" Frm wall, stucco ext 0.240 s 16.68 5.87 71 15 254 89 159 139 2319 816 2 glazing, clr low -e 0.320 s 22.24 18.02 56 0 1245 1009 20 0 445 360 Frm wall, stucco ext 0 240 w 16.68 5.87 74 18 304 107 0 0 0 0 2 glazing, clr lows 0.320 w 22.24 34.60 56 0 1245 1938 0 0 0 0 11D0 0.390 w 27.10 9.54 0 0 0 0 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 65 65 1094 676 141 141 2367 1463 6 c) AED excursion -207 1 1 -126 Envelope loss/gain 1 5693 5657 1 1 6421 3396 12 a) Infiltration 595 77 625 80 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) 6288 5734 1 1 7046 3476 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6288 57347,)., 7046 3476 15 Duct loads -0% 0% 0 0 -0%0 0 Tot�Air 62 5 76 3486 Aac) fm 08 132 Z Calculations Calculations anproved byACCAto meet all requirements of Manual J 8th EdbyACCAto meet all requirements of Manual J 8th Ed. Wr6 hkSaft' 2019Apr-2210:5543 �=- 9 Right -Suite® Universal 201717.0.19 RSU21135 Page 10 ...s\Lore\Desktop\Calculations\2800 Teller St_rup Calc = MJ8 Front Door faces: W Right -M Worksheet t1� g m Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 RBy JR Plan: 280OTeIle r St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com 1 Room name Hall 2 Exposed wall 46.1 It 3 Room height 9.0 It heal/cool 4 Room dimensions 1.0 x 416.0 ft 5 Room area 416.0 It, Ty ConstructionU-value I Or HTM Area (ft') Load Area Load number (Btuh/fN-°F I (Btuh/f N) I or perimeter (ft) I (Btuh) I or perimeter I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool rT 6 Frm wall, stucco ext 0.240 n 16.68 5.87 0 0 0 � 0 G 2 glazing. clr lowe 0.320 n 22.24 11.34 0 0 0 0 11 DO 0.390 n 27.10 9.54 0 0 0 0 wall, stucco ext 0.240 a 16.68 5.87 66 -94 -1568 -552 1 1 _Fm G 2 glazing, clr lows 0.320 a 22.24 34.60 0 0 0 0 VIII CCCCC,,,,, 4A5-2ovd 0.320 a 22.24 34.60 160 0 3558 5536 VL Frm wall, stucco ext 0.240 s 16.68 5.87 308 52 872 307 L—G 2 glazing, clr lowe 0.320 s 22.24 18.02 256 0 5693 4613 VLFrm wall, stucco ext 0.240 w 16.68 5.87 41 41 676 238 2 glazing, clr lowe 0.320 w 22.24 34.60 0 0 0 0 11D0 0.390 w 27.10 9.54 0 0 0 0 C Flat ceiling, membra 0.241 - 16.75 10.35 416 416 6968 4306 61 c) AED excursion -5091 1 Envelope loss/gain 1 16199 13939 12 a) Infiltration 1122 144 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Applianceslother 0 Subtotal (lines 6 to 13) 1 17322 14083 Less external load 0 0 Less transfer 0 0 Redistribution1383 722 14 Subtotal 18704 14806 15 Duct loads -0% 0% 0 0 oad 183221 143421 gotal�ru�ed (cfm) Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. wrightSOt- Right -Suite® Universal 2017 17.0.19 RSU21135 2019-Apr-221Page: 11 " ...s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJB Front Door faces: W Loads for Multiple Orientations Job: Residence Date: Apr. 1719, 2019 �e.`sf Entire House By: JR Heat & Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Front Door North Northeast East Southeast For: NbryRivas, NUHAUS 303 LLC West Northwest Sensible Load (Btuh) 80489 PO Box 12055, Denver, COB 0212 78987 81807 79254 82832 Phone: 303-886-7437 83286 Latent Load (Btuh) 0 0 Email: mary.mail@me.com 0 0 0 0 Design Conditions Total Load (Btuh) 80489 84268 Location: 81807 Indoor: Heating Cooling Deneer Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 2310 Design TD (°F) 70 17 Latitude: 40'N 1917 Relative humidity(%) 30 50 Outdoor: Heating Cooling Nbisturedifference (gr4b) 34.5 -36.3 Dry bulb (°F) 1 92 Infiltration: Daily range (°F) - 28 ( H ) V\ktbuIb(°F) - 60 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 80489 84268 78987 81807 79254 82832 80318 83286 Latent Load (Btuh) 0 0 0 0 0 0 0 0 Total Load (Btuh) 80489 84268 78987 81807 79254 82832 80318 83286 Heating AVF (cfm) 2310 2310 2310 2310 2310 2310 2310 2310 Cooling AVF(cfm) 1917 1917 1917 1917 1917 1917 1917 1917 Hiking Oienlation Cooling Load Direction Flom Doorfaces Cu rrent On entation: Front Door faces West Highest Cooling Load: Front Door faces Northeast Calculations approved byACCAto meet all requirements of Nkanual J 8th Ed. WrlghtsOft' Right -Suite® U niv areal 2017 17.0.19 RSU21135 . v ...s\Lore\Desktop\Calculations\2800 Teller SL.rup Calc = MJ8 Front Door faces: W 2019 -Apr -22 10:55:44 Page 1 Crawl Space Job #: Residence Heat & Air Calculations Inc Scale: 1 :171 Performed by JR for: Page 1 Mary Rivas 1791 E 58th Ave. Unit G Right -Suite® Universal 2017 PO Box 12055 Denver, CO 80216 17.0.19 RSU21135 Denver, CO 80212 Phone: 720-627-9324 2019 -Apr -22 10:55:58 Phone 303-886-7437 w.heatandaircalculationsinc.com heataircalculations@gm ... Calculationsk2B00 Teller St..rup C"(A ea�R�a�e N First Floor Job #: Residence Heat & Air Calculations Inc Scale: 1 :171 Performed by JR for: Page 2 Mary Rivas 1791 E 58th Ave. Unit G Right -Suite® Universal 2017 PO sox 12055 Denver, CO 80216 17.0.19 RSU21135 Denver, CO 80212 Phone: 7206273324 2019 -Apr -22 10:55:58 Phone: 30M86-7437 marv.mailOme com wvw.heatandaircalculationsinc.com heatalrcalculatlons@gm Calculationsi2800 Teller St..rup Equipment Summary 1aEr Fx _,� Entire House - Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: Mary Rivas, NUHA JS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@ne.com Base Cooling: Armstrong ASPEN 4SCU13LB16OP-3 Coil IVbdel: C(A,C,13)60E3C,++TDR Total cooling capacity= 57500 Btuh, 10.5 EER, 13 SEER, Sound Leel = 0.0 Heating: Armstrong AIREASE ARMSTRONGAI RADVANCE COMFORT SYSTEM,GREAT LAKES A W ED A93Lki1 D110C20A * Input= 110000 Btuh, Output= 104000 Btu h, 93AFUE Water Heating: Gas conventional 40 gal tank, 36 MBtuh input, 0.60 EF Warranties: Features: Investment 1: Cooling: Coil Nbdel: Total cooling capacity= 0 Btuh, 0 SEER, Sound Leel =0.0 Heating Input= 0 Btuh, Output= 0 Btuh, 80AFUE Water Heating: Ges conventional 40 gal tank, 36 MBtuh input, 0.60 EF Warranties: Features: 2019 -Apr -22 10:55:46 wrightSOft" Right -Suite® U niv ersal 201717.0.19 RSU21135 Page 1 ...s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W Equipment Summary Entire House Heat & Air Calculations Inc Job: Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: Mary Rivas, NUHAIJ S 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: marymail@me.com Investment 2: cooling: Coil Mel: Total cooling capacity= 0 Btuh, 0 SEER, Sound Lewl =0.0 Heating: Input= 0 Btuh, Output= 0 Btuh, 80AFUE Water Heating: Gas conventional 40 gal tank, 36 MBtuh input, 0.60 EF Warranties: Features: 3: Cooling: Coil Nbdel: Total cooling capacity= 0 Btuh, 0 SEER, Sound Leeel =0.0 Heating: Input= .Btuh, Output=0Btuh, 80AFUE Water Heating: Gas conventional 40 gal tank, 36 MBtuh input, 0.60 EF Warranties: Features: 2019 -Apr -22 10:55:46 Wrlght'sof , Right -Suite® U niversal 2017 17,0.19 RSU21135 Paget ...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web:—heatandaircalculationsinc.com For: Mary Rivas,NUHAIJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Outdoordesign DB: 91.7oF Manual S Compliance Report Job: Date: Residence Apr. 19, 2019 i:a1a 6E A6i`_„ r Entire House Heat &Air Calculations Inc By: Plan: JR 2800 Te Iler St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web:—heatandaircalculationsinc.com For: Mary Rivas,NUHAIJS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Conditions Outdoordesign DB: 91.7oF Sensible gain: 83059 Btu Entering coil DB: 75.0°F Outdoor design V%6: 59.8°F Latent gain: 0 Btu Entering coil M: 61.7oF Indoor design DB: 75.0°F Total gain: 83059 Btu Indoor RH: 50% Estimated airflow: 1917 cfm Manufacturer's Performance Data at Actual Design Conditions Eq uipm Ent type: Split AC fvtanufacturer: Armstrong Nbdel: 4SCU13LB160P-3+C(A,C,D)60E3G++TDR Actual airflow: 1917 cfm Sensible capacity 40250 Btu 48% of load Latent capacity. 17250 Btu 0% of load Total capacity. 57500 Btu 69% ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 0.5oF Heat loss: 134263 Btu Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Nbnufacturer: Armstrong Actual airflow: 2310 cfm Output capacity. 104000 Btu Nbdel: A93UH1D110C20A-' 77% of load Meets are all requirements ofACCAManual S. -+T- f ' WrightSQRight-Suite® U niv ersal 201717.0.19 RSU21135 f....s\LorelDesktop\Calculations12800 Teller St.rup Calc = MJ8 Front Door Faces: W Temp. rise: 50 of 2019 -Apr -22 10:55:46 Page 1 City p f .., heat Ri�9e DHW Report for Base System Job: Residence Date: Apr. 19, 2019 s gel Entire House By: JR Plan: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Project Information For: NbryRivas, NUHALJS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Manufacturer Trade name Model AHRI ref. number wrightsoft` Right -Suite® U niv ersal 201717.0.19 RSU21135 ...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc = MJ8 Front Door faces: W Tank size (gal) 40 Energy factor 0.60 Input (MBtuh) 0.0 1st hour (gal) 60 Recovery eff. (%) 77 2019 -Apr -22 10:55:46 Page 1 DHW Report for Investment 1 Job: Residence _ late: Apr. 19, 2019 at Entire House By: JR Plan: 28001reller St. Heat 8r. Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.co For: NbryRivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Trade name Model AHRI ref. number '�` wrightsOft Right -Suite® Universal 2017 17.0.19 RSU21135 ..s\Lore\Desktop\Calculations\2800 Teller St_rup Calc = MJ8 Front Door faces: W Tank size (gal) 40 Energy factor 0.60 Input (MBtuh) 0.0 1st hour (gal) 60 Recovery eff. (%) 77 2019 -Apr -22 10:55:46 Page 2 wheat Ridge DHW Report for Investment 2 Job: Residence Date: Apr. 19, 2019 Entire House By: JR Plan: 2800 Teller St. ,t`4„> i"" Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: v .heatandaircalculationsinc.com For: Nbry Rivas, NUHAUS 303 LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Trade name Model AHRI ref. number r+� /+; I wriightSOft` Right -Suite® U niv ersal 2017 17.0.19 RSU21135 I}K✓Vi1 .rs Lore\Desktop\Calculations12800 Teller St_rup Calc = MJ8 Front Door faces: W Tank size (gal) 40 Energy factor 0.60 Input (Ml3tuh) 0.0 1st hour (gal) 60 Recovery eff. (%) 77 2019 -Apr -22 10:55:46 Page 3 DHW Report for Investment 3 Job: Residence Date: Apr. 19, 2019 i Entire House By: JR ' - - Heat &Air Calculations Inc Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com For: NbryRivas, NUHA1JS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.00m Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Trade name Model AHRI ref. number III wrightsoft` Right -Suite® U niv ersal 2017 17.0.19 RSU21135 lak...s\Lore\Desktop\Calculations\2800 Teller St-rup Calc = Wit Front Door faces: W Tank size (gal) 40 Energy factor 0.60 Input (MBtuh) 0.0 1st hour (gal) 60 Recovery eff. (%) 77 2019 -Apr -22 10:55:46 Page 4 HeatinggEquipment Data EV!,lent type: Gas furnace ornate, Heat pump, Boller, eta Model: Armstrong pp A93acity��Ul(H11 DI111110C20A ' Heat Heatinpumps - capaoutput cty at —ter design o3919c'�a9ditionsBtuh Aux. heating output capacity: 0 Btuh Design airflow: 2310 cfm Equipment design FSP 0,80 in H2O Total device pressure losses: -0.3 in H2O Available static pressure (ASP):0.52 in H2O Contractor's printed name: Contractor's signature: Equipment type: ResidentialPlans Examiner ReviewFormForm 2310 Air Conditioner, Heat pump, eta •r HVAC stem Design _ (Loads, • • RIPER 1 Armstrong AC'��"` �`rr+- 4SCU13LB16OP-3 15 Mar 09 Total cooling capacity: :rtmSrn;,a� errarrevnnra airflow Se ns ible coo ling c apac ity: 0 Btuh Arvada, CO 80002 0 Btuh QGN ORC M1601. Header Information Contractor: Duct Materials REQUIRED ATTACHMENTS ATTACHED Longest return duct: 111 ft Trunkduct: Manual J1 Form (and supporting worksheets): Yes E] No ❑ Mechanical license: or MJ1AE Form* (and supporting worksheets): Yes ❑ No ❑ OEM performance data (healing, cooling, blower): Yes ❑ No ❑ Building plan #: 2800 Teller St Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ED No ❑ Home address (Street or Lot#, Block, Subdivision): p0 Box 12055, Entire House FIVAC LOAD CALCULATION ORC M1 ,1 Design Conditions Building Consfrltction _Information Winter Design Conditions Building Outdoor temperature: 1 °F Orientation: Front Door faces West Indoor temperature: 70 `F North, East West, South, Northeast, Northwest, Southeast, Southwest Total heat loss: 134263 Btuh Numtber of bedrooms: 4 Conditio ned floor area: 3549 ft' Summer Design Conditions Number of occupants: 5 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows R� a Grains difference: -36 gr/lb@50% RH Eave overhang depth: 0 ft Sensible heat gain: 85894 Btuh Internal shade: none Eazvs Latent heat gain: 0 Btuh Blinds, drapes, etc. ReF 4Vindwr Total heat gain: 85894 Btuh Number of skylights: 0 HeatinggEquipment Data EV!,lent type: Gas furnace ornate, Heat pump, Boller, eta Model: Armstrong pp A93acity��Ul(H11 DI111110C20A ' Heat Heatinpumps - capaoutput cty at —ter design o3919c'�a9ditionsBtuh Aux. heating output capacity: 0 Btuh Design airflow: 2310 cfm Equipment design FSP 0,80 in H2O Total device pressure losses: -0.3 in H2O Available static pressure (ASP):0.52 in H2O Contractor's printed name: Contractor's signature: Equipment type: Split AC Heating cfm: 2310 Air Conditioner, Heat pump, eta Cooling cfm: 1917 Nbdel: Armstrong Static pressure: 0.80 in H2O 4SCU13LB16OP-3 Fan's rated external static pressure for design Total cooling capacity: 0 Btuh airflow Se ns ible coo ling c apac ity: 0 Btuh Latent cooling capacity: 0 Btuh QGN ORC M1601. Longest supply duct: 238 ft Duct Materials Used Longest return duct: 111 ft Trunkduct: Sheet metal Total effective length (TEL): 349 ft Friction rate: 0Qg in/100ft Branch duct: Round flex vinyl, Sheet metal Friction Rate- ASP+(TEL i fOln Reserved for County, Town Municipality or Authority having jurisdiction use. ..it . 9- wrigh Oft' Right -Suite® Universal 2017 17.0.19 RSU21135 Date: Duct System Summary q Entire House Heat & Air Calculations Inc Job:Residence Date: Apr. 19, 2019 By: JR Plan: 2800 Teller St. 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email: heataircalculations@gmail.com Web: vnvry.heatandaircalculationsinc.com For: NtaryRivas,NUHALIS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Supply Branch Detail Table Name Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.28 in H2O 0.32 in H2O Available static pressure 0.52 in H2O 0.48 in H2O Supply/return available pressure 0.354/0.166 in H2O 0.327/0.153 in H2O Lowest friction rate 0.149 in/100ft 0.138 in/100ft Actual airflow 2310 cfm 1917 cfm Total effective length (TEL) Bath 349 ft Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H xW (in) Duct Ntatl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath h 4505 78 62 0.158 6.0 0x0 MFx 38.5 185.0 st6 Bath h 2448 42 24 0.169 5.0 0X0 MFx 34.6 175.0 st2 Bath h 2520 43 26 0.181 5.0 0x0 MFx 21.1 175.0 st2 Bath h 1863 32 20 0.186 4.0 0x0 MFx 15.3 175.0 stl Bed c 8651 182 200 0.149 8.0 0x0 MFx 43.8 175.0 st2 Bede h 6873 118 109 0.188 7.0 0x0 MFx 38.0 150.0 st2 Bed h 6076 105 75 0.175 7.0 0x0 MFx 27.7 175.0 st2 Bed h 5629 97 69 0.185 6.0 0x0 MFx 16.2 175.0 stl Clst.1 h 7473 129 75 0.149 7.0 0x0 MFx 42.8 195.0 st6 CIsL2 h 2751 47 24 0.176 5.0 0x0 MFx 40.9 160.0 st2 Dining h 11241 193 118 0.195 8.0 0x0 MFx 41.4 140.0 SO Hall c 4935 107 114 0.173 7.0 Ox 0 MFx 14.5 175.0 st2 Hall -A C 4935 107 114 0.177 7.0 0x0 MFx 9.4 175.0 stl Hall -B c 4935 107 114 0.173 7.0 0x0 MFx 23.8 165.0 stl Kitchen h 16615 286 236 0.156 8.0 Ox 0 MFx 46.4 180.0 stl Living h 5875 101 87 0.175 6.0 Oxo MFx 27.4 175.0 stl Living -A h 5875 101 87 0.215 6.0 0x0 MFx 35.0 130.0 stl Living -B h 5875 101 87 0.167 7.0 0x0 MFx 37.0 175.0 stl office h 6056 104 64 0.155 7.0 0x0 MFx 69.0 160.0 stl Pantry h 7046 121 80 0.150 7.0 0x0 MFx 60.9 175.0 stl Studio c 5734 108 132 0.155 7.0 0x0 MFx 56.0 155.0 st2 Bold/italic values have been manually overridden 2019 -Apr -22 10:55:46 ri wrigitS(ft Right -Suite® Univ ersal 2017 17.0.19 RSU21135 Page 1 /{,,r'•. ...s\Lore\Desktop\Calculations\2800 Teller St.rup Calc = MJ8 Front Door faces: W Supply Trunk Detail Table Return Branch Detail Table Trunk Htg Clg Design Meloc DiamF8x Diam Duct Stud/Joist Name Type (cfm) (cfm) FR (fpm) (in)Material FR (fpm) Trunk st2 PeakA\/F 959 840 0.149 863 12.5 528 ShtN9tl 0.250 st6 PeakAW 206 137 0.149 618 7.0ShtNbtl Ox 0 669 st2 SO PeakA\/F 1351 1077 0.150 973 13.5 ShtWtl Oxo Return Branch Detail Table Bold/italic values have been manually overridden r= -L. WrightSOft" Right -Suite® Universal 2017 17.0.19 RSU21135 C _ S\Lore\Desktop\Calculations\2800 Teller SL.rup Calc = MJ8 Front Door faces: W 2019 -Apr -22 10:55:46 Page 2 Grille Htg Clg TEL Design Meloc Diam H xW Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Wtl Trunk rb4 Ox 0 620 528 66.3 0.250 558 11.3 8x 20 Sh Mt rb3 Ox 0 669 495 104.3 0.159 669 10.8 8x 18 Sh Mt rb1 Oxo 1021 894 111.3 0.149 735 12.8 10x 20 ShM Bold/italic values have been manually overridden r= -L. WrightSOft" Right -Suite® Universal 2017 17.0.19 RSU21135 C _ S\Lore\Desktop\Calculations\2800 Teller SL.rup Calc = MJ8 Front Door faces: W 2019 -Apr -22 10:55:46 Page 2 Static Pressure and Friction Rate Job: Residence Date: Apr. 19, 2019 Entire House By: JR Plan: 2800 Teller St. Heat & Air Calculations Inc 1791 E 58th Ave. Unit G, Denver, CO 80216 Phone: 720-627-9324 Email. heataircalculations@gmail.com Web: www.heatandaircalculationsinc.com Project Information For: N1aryRivas, NUHAUS303LLC PO Box 12055, Denver, C080212 Phone: 303-886-7437 Email: mary.mail@me.com Available Heating Cooling (in H2O) (in H2O) External static pressure 0.80 0.80 Pressure losses Coil 0.17 0.21 Heatelchanger 0 0 Supply diffusers 0.02 0.01' Return grilles 0.02 0.02 Filter 0.0E 0.0E Humidifier 0 0 Balancing damper 0.01 0.01 Other device 0 0 Available static pressure 0.52 0.48 Total• Supply Return (ft) (ft) Measured length of run -out 29 31 Measured length of trunk 14 0 Equivalent length of fittings 195 80 Total length 238 111 Total effective length 349 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.149 OK 0.138 OK Return Ducts 0.149 OK 0.138 OK Supply 4AD=60, 2A1=45, 2A2=55, 1C=35: TotalEL=195 Return 6M=20, 8B3=20, 5A--40: TotalEL=80 2019 -Apr -22 10:55:46 WPight$Oft;' Right -Suite® Universal 2017 17.0.19 RSU21135 Page 1 .i✓C ..s\Lore\Desktop\Calculations\2800 Teller St..rup Calc = MJ8 Front Door faces: W Or City of Wh6atPoj�d g� s, �, E g COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. --- -" This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:_ 0� KOO 1(f" S1, Permit #: General Contractor: RJ J Ut t S I Electrical Sub -Contractor V Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #: (required 11eld) Date (?J,U&S. Company Name` ��; ✓� Phone #L-7 Z d R -)1,7.S�p State License #:J� Master #:—/ ��p W d Wheat Ridge License #:_.(2,YOO 3 (required field) 1Z I lzolq Signat f Autho ' A t Date Mechanical Contractor Company Name: Wheat Ridge License #: Phone: (required field) Signature of Authorized Agent Date City of W heat�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: a QUO �f �l {: Permit #: General Contractor: �cvA �-i f(c, 5 , t do Electrical Sub -Contractor Company Name:Z/�C4 �' Ccs ' Phone #: �� �,"�'1. State License #: 100 i Master #: j - � Wheat Ridge Li en #: required field) Signatur o uthorized Agent Date Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone #: Master #• Date Phone: (required field) Date City of Wh6,atPsjwde COMMUNITY DEVELOPMENT SUB—CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 4 / Permit #: General Contractor: Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor 1 .l' Company Name: - Phone:?�/d' -�f l✓ Wheat Ridge License #:0 Z_ 0-a/16 (required field) L GG -jc Sig ure of Authorized Agent Date FOR OFFICE USE ONLY City of Date: W heats COMMUNITY DEVELOPMENT RECEIVED Plan/Permit # Building & Inspection Services of 9'6 144 7500 W. 2911 Ave., Wheat Ridge, CO 80033 A P k i Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 p� Email: permits(aD-ci.wheatridge.co.us / Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications m not be processed. *** rt5 LILC- Property Address: ,3 Property Owner (please print): M q (� (, C V !�? Phone: .J0 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Pr 36-'v (:205 City, State, Zip: OcZ 12 - Architect/Engineer E-mail: Gew-LI Me Ser P(- . Phone: _ 3c)3 q qo O 9 e1ns1 hem Contractor Name: �ltA-kaAt. S 303 LLL City of Wheat Ridge License #: ?� d l Phone: . 30.3 Ss _I q 37- - Contractor E-mail Address: /Vu.AGt,urs 30 5 C°' iC-1OV 64• Co rli For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ZIQ A'12s/ � VEL S Phone: ��3 B�SIo�Y -37- CONTACT 7 - CONTACT EMAIL(p/ease print): t- ) eLrY • "I &I 1 @ me • C D tv� 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 # City of .SINGLE FAMIL �' UPLEX �� City of Kidgc unt 9C W0Rs(s BUILDINGPEIt11IITAP PLICA7'I®1V RE VIEW Date: (L_MAY 2019 Location: 2300 TFLL,� ::;'T ATTENTION: > UELDINO DIVISION I have reviewed the submitted application documents to construct a _ W /40& j5 SF,z 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: Yes 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): Completed — Yes _ $-7rL �n 3. -4 For items not constructed, the amount of funds taken in lieu of construction: refer to _ stipulations. Completed Completed No Completed Does all existing roadway/alley R.O.W. meet the standards of the City: -4<— 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 APEROVEED- The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature 6.Stipulations: Mark Van Nattan Date 7. 4L A Grading Certification Letter from the Engineer -of -Record accompanied b Certificate (ILC) shall be required prior to the issuance of the Certificate OccuImprovement a� y ment Location 8. NOTE. ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PER PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wheat"]_ ge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 2800 Teller Street Permit Number: 201900714 Approval of this building permit is subject to the following conditions and notes: • Final Slope Grading shall not exceed 4:1 in conformance with the approved civil documents. Public Improvements, to include curb, gutter and attached 5' sidewalk along Teller Street are required with this project per Section 26-417 of the Municipal Code of Laws. However, as no curb, gutter and sidewalk exist on either side of this project, PW recommends not constructing these improvements and will require collecting funds in lieu of construction prior to issuance of a building permit. See the attached Fee Calculation Worksheet. • A Right -of -Way Construction Permit shall be required prior to the commencement of construction in the public ROW. Contact Public Works at 303-235-2861. • The post development drainage patterns must closely follow pre -development, per Colorado Water Law. Swales and downspouts shall be directed to protect adjacent properties from stormwater runoff. • Should owner desire to install access walk -way on the north or south side of residence, precautions should be taken to not diminish swale performance. MVN 5/10/19 Page 1 of 1 FEE CALCULATION WORKSHEET Project: Rivas Residence Address: 2800 Teller Street Item Description CURB, GUTTER AND d 1 Excavation & Embankment Earthwork - rough grade - 7.5' wide Earthwork - fine grade - 7.5' wide 2 Reconditioning Reconditioning & proofrolling - 7.5' wide 3 Sidewalk Concrete sidewalk - 6" thick and 5' wide 4 Curb & Gutter Vertical curb & gutter Total cost per linear foot 5 Excavation & Embankment Earthwork - rough grade Earthwork - fine grade 6 Reconditioning Reconditioning & proofrolling 7 Concrete Concrete pavement - 6" thick Total cost - each Date: M By: Quantity Unit Unit Cost Item Cost 0.83 SY $ 6.92 $ 5.77 0.83 SY $ 4.50 $ 3.75 0.83 SY $ 2.99 $ 2.49 0.56 SY $ 54.44 $ 30.24 1 LF $ 26.00 $ 26.00 $ 68.25 25.33 SY $ 6.92 $ 175.41 25.33 SY $ 4.50 $ 113.99 25.33 SY $ 2.99 $ 75.66 25.33 SY $ 69.96 $ 1,772.44 $ 2,137.50 FRONTAGE LENGTH Length of Sidewalk 66.0 LF Length of Curb and Gutter 84.0 LF Total Frontage Length 84.0 LF Cost of sidewalk only $ 2,524.33 Cost of curb and gutter $ 2,520.47 Cost of Drive Cut $ 2,137.50 Total Cost of curb, gutter and sidewalk and Drive Cut $ 7,182.30 Note: The frontage length is 84' taken from the Site Plan by NUHAUS 303 LLC. dated 1/23/17. Fee Calculation 2800 Teller - Rivas Residence.xlsx City of at City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES � .WIEMWAS Location of Construction: „7 �3 Purpose of Construction: Single FamilyCommercial Multi -Family Development Review Processing dee:................................................ $100.00 $ (Required of all projects for document processing) Single Family Residence/Dunlex Review Fee: ..................................... $50.00 Commercial/Muld-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 $ © Initial review' of technical civil engineering documents (Fee includes reviews of the 1 n and 2nd submittals): .......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): ........................... $500.00 $ o 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: 3td submittal ('/z initial review fee): ................................. .................. $300.00 $ 4u' 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): S � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12/12 City of P081 IC �A/ORKS 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. AAA j 21-1.7 ADDRESS: 2Bo0 %lam I2 157— Dear 5% 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 ww w. ei. w h ea tri d g e. co. u s Rev 2/08 EX. 2800 TELLER ST TAP APP PROOF OF SUB.pdf y City of �WhcatRLdgc rrY OF WMAT RII)G i BUILDING AND I'4SPWnON SERVICES DIVISION 7500 W 29th Ave 'Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 301237.8929 ,n� Proof of Submission for Permitting/Plan Review Pe ! �`-' (Water and Sanitation only) A copy of this form must be completed by each water and sanitatio ef> ir'fdi� ted i'S"n thP�2/r SYmitta 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: I H:71 0 ` R Project Address: C0 a - ,4-r 9 e C0 3 3 Name of FirmMndividual submitting documents: 111�J Project Type/Description: Ig L 2 KA aJV14 Signature of Firm Representative or Individual: r DO NOT WRITE BIELOW THIS POINT - FOR At3E CY USE ONLY William P. Willis, PE (Dist. Consulting Eng)am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review ana approval of the project indicated above. Agency represented: (Please check one) 0 Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District Fruitdale Sanitation District o Denver Water Westridge Sanitation District o Other Agency Notes: See attached letter of availability for conditions and conditions stipulated on the tap application form related to obtaining necessary easement or license agreements for service line. Signature: 4-15-19 (Agency Representative) WHEAT RIDGE SANITATION DISTRICT Phone: (303) 424-7252 Fax: (303) 424-2280 Office Address: 7100 W. 44`" Ave, #104, Wheat Ridge Mailing address: P.O. Box 1704, Wheat Ridge, CO, 80034-1704 E-mail: info@wheatridgesanitation.com The undersigned (APPLICANT) hereby applies for sewer services connection permit and states that he is the owner, authorized agent, or officer of the owner of the premises herein described and is empowered to bind the owner and all successors and assigns of the owner to comply with the Rules and Regulations of the Wheat Ridge Sanitation District. The applicant is on notice that: 1.) Approval of this application does not authorize connection to the District's sewer. Such authorized connection will be given only after full compliance with all of the District's Rules and Regulations after examination of all plans, specifications, grade profiles, building permits and other documentation that may be required by the District's Engineers. DISTRICT'S COSTS ASSOCIATED WITH PLAN REVIEW, LEGAL REVIEW AND OTHER DIRECT COSTS OF THE PROJECT WILL BE BACKCHARGED TO THE APPLICANT. ALSO THE DISTRICT MAY REQUIRE THAT A REFUNDABLE DEVELOPER DEPOSIT BE PAID IN ADVANCE AS PROVIDED IN THE DISTRICT RULES AND REGULATIONS. ALL SUCH COSTS AND THE DEVELOPER DEPOSIT MUST BE PAID BEFORE FINAL APPROVAL OF THE CONNECTION WILL BE GRANTED. 2) Approval of this application is also contingent upon payment of all applicable fees of the District and of Metro Wastewater Reclamation District. 3) Termination of this permit, if necessary will be carried out in accordance with the District Rules and Regulations. 4.) The District reserves the right to refuse service when such service extension would endanger the collection system or the health and welfare of the citizens of the District. Alternatively, as a condition of connection, the applicants may be required to pay the costs associated with remedies to cure such problems as may be determined by the District's Engineers. 5.) In the event connection to the District's sanitary sewer system is not activated within one year of purchase date, this permit shall become void and all rights shall revert to the District. 6.) The District may allow a credit for existing wastewater connections when redevelopment or other circumstances require the purchase of additional capacity for the licensed premises. The amount of the credit, if any, shall be calculated in accordance with the District's Rules and Regulations as the same now exists or may hereafter be amended from time to time. The Rules and regulations of the District are available at the office of the District. Call District Engineers for inspections and questions regarding this application. WHEREFORE, the undersigned applicant acknowledges that he has examined this application, understands the same and agrees to comply with the provisions thereof and the provisions of the Rules and Regulations of the Wheat Ridge Sanitation District. IMPORTANT NOTICE The undersigned applicant acknowledges that the granting of this permit does not guarantee that the District can in perpetuity transport or treat the sewage waste of the service address. Services may be discontinued as a result of regulatory actions, including but not limited to, the actions of the Metro Wastewater Reclamation District, the Environmental Protection Agency of the Colorado Department of Health. The District specifically disclaims any liability for any disc614tfolt�tvicr►��e�#oltmit�ity�msts�aruiidr�saeanrattv�nt�esRdk�cross Sanitatic@Q ittljWt("C District also disclaims liability for any consequential damages which may occur as a result of any disconnection for any reason including disconnection for violation of District Rules and Regulations. At the option of the District, t��l°itaLliiii thd�n�aQce WClt►.oentydRear°ioR�iiga and uRd}iosby given notice that the subject property is subject to the Rules and Regulations ohe eat gc ani n pct an the limitations of this application MARTIN/MARTIN CONSULTING ENGINEERS April 15, 2019 Mary Rivas Email: mary.mail@me.com Re: Wheat Ridge Sanitation District — 2800 Teller Martin/Martin, Inc Project No.: 17.0633 Dear Ms. Rivas, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received April 15, 2019, concerning a proposed new single- family home at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running north to south, west of the referenced property within Teller St. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. Tracer wire, per Senate Bill 18-167 is required to be installed the entire length of the new sanitary service with test station on the property line; detail attached. Costs All fees are due prior to connection. A water provider letter verifying tap and water meter sizing of %" for the single- family residence will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. 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". Any questions regarding this document, please contact us at (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 Cit of ;� . "- W heat Rjidc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th A" xk,--VhUi (`Ridge. CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof rSubmissio for Permitting/Plan Review (Water d Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: "7 —1 0 "[ Project Address: Name of Firm/Individual submitting documents Project Type/Description: Signature of Firm Representative or Individual: bc-)D Teller 5� L0%PaMc�e Cc 1. M / DO NOT WRITE BELOW THIS POINT - FOR AGENCY -USE ONLY I. Lyo, MAlfyr _ , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District Consolidated Mutual Water District 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 wO lmmkBpmmj COMPLETE ENGINEERING SERVICES, INC. t SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS Proposed Single Family Residence 2800 Teller Street, Wheat Ridge, Colorado Prepared For: Nuhaus303, LLC P.O. Box 12055 Denver, CO 80212 Attention: Ms. Mary Rivas Project No. 17-10628 January 30, 2019 102*000/ t9b 900/ Ll 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................4 FOUNDATION BACKFILL..................................................5 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION........................................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TEST HOLE LOGS.......................................................2 SWELL CONSOLIDATION TESTING..........................................3 DRAIN SYSTEM DETAIL..................................................4 PROJECT NO. 17-10628 January 29, 2019 Page 1 of 7 SCOPE A geotechnical and geological engineering investigation was conducted at 2800 Teller Street, Wheat Ridge, Colorado, to determine foundation design criteria and interior floor system recommendations for a proposed single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for constructing a new single-family residence. The structure will be one-story over an approximately four -foot -deep and six -foot -deep crawl space. A wood frame superstructure will be suppor- ted by a reinforced concrete foundation. SITS CONDITIONS The site is in a fully -developed residential subdivision in Wheat Ridge, Colorado. The surface in the general vicinity slopes to the southeast at gentle to moderate grades. The surface within this lot slopes to the southeast at very gentle to gentle grades. Vegetation consists of shrubs, trees, sod, native grasses and groundcover plants typical of landscaped residences and fallow agricultural land in the area. PROJECT NO. 17-10628 January 29, 2019 Page 2 of 7 The only apparent geologic hazard that may affect the proposed construction is shallow groundwater. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole as close as practical to the anticipated building envelope. Approximate test hole location is shown in Figure 1, Test Hole Location Plan. The test hole was drilled to a depth of 30 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low-energy stream flow. Approximately five feet of fine to medium -grained slightly clayey sand overlays 20 feet of sandy, soft clay., Blocky, firm claystone bedrock was encountered below the clay to the total depth investigated. Bedrock was encountered at 25 feet below existing grade. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded sandstones, siltstones, claystones, shales and conglomerates. Bedrock contacts are gradational. Detailed soil and bedrock descriptions are presented in the Test Hole Log on Figure 2. Bedrock will not affect foundation design or performance due to soil depth and groundwater. Swell -consolidation testing was conducted on two representative soil samples from depths of three and six feet. Test results indicate that the soils at, and below, foundation bearing depth have no swell potential. The soil samples consolidated between 0.8 and 1.0 percent PROJECT NO. 17-10628 January 29, 2019 Page 3 of 7 when saturated under a constant load of 1000 psf. Detailed test results are presented in Figure 3, Swell -Consolidation Test Results. Groundwater was encountered at a depth of nine feet below existing grade during drilling operations. Free water remained at a depth of nine feet below existing grade when checked 20 days after drilling operations. Groundwater appears to be part of a regional perched water table on top of the bedrock. Groundwater depth may vary seasonally and with varying precipitation received during any given period. Future groundwater depth will also be affected by other variables, including: final surface elevation, site drainage and landscape irrigation after development. Measures may be necessary to stabilize the excavation bottom if saturated soils are present at foundation bearing depth. Over - excavation and replacement with three to six -inch -diameter rock driven into the soft soil may be necessary to stabilize foundation support soils. The need for stabilization and appropriate measures can be better evaluated after the excavation is completed. Excavation with a tire -mounted front-end loader may not be possible if saturated soils are encountered. Excavation dewatering may also be required to facilitate foundation construction. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS The foundation can be supported on continuous spread footings and isolated pads designed for a maximum contact pressure of 1500 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. PROJECT NO. 17-10628 January 29, 2019 Page 4 of 7 Footings shall be constructed on relatively undisturbed native soil that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Soils below anticipated foundation bearing depth are near saturation and soft and may not be suitable for supporting footings. Stabilization measures may be necessary if soft or saturated soils are encountered. Foundation walls, or any wall retaining soil that is restrained at the top, shall be designed to withstand an at -rest lateral earth pressure of 60 lb/cu-ft/ft. Soil retaining structures that are not restrained at the top shall be designed using an active equivalent fluid pressure of 45 pcf/ft for active lateral soil pressures. For soil retaining structures using geotextiles as reinforcement, a pull-out friction coefficient of 0.8 shall be used. An equivalent fluid pressure of 250 pcf/ft shall be used for passive lateral soil pressures. Concrete -to - soil friction coefficient shall be 0.4. DRAIN SYSTEMS A drain system should be constructed around the interior and exterior foundation perimeter. The drain system should be constructed in compliance with details shown in Figure 4, Drain System Detail. The drain shall be graded to a sump pit with an automatic pump. The pump should discharge to the ground surface a minimum of 10 feet from the structure if a sump is used. Bottom of the sump shall be above the seasonal high water level. Particular attention should be given to placing polyethylene along the bottom of the exterior drain and up the foundation wall and to proper grading of drain pipes. Improper grading, such as high or low spots in the drain pipes, could result in damage to the foundation and superstructure by overwetting of foundation bearing soils. PROJECT N0. 17-10628 January 29, 2019 Page 5 of 7 FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. The floor system should be installed or walls should be braced to help prevent movement during backfill operations. Controlled puddling shall not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other hardscaping. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soils may move if support materials become wet. Construction of a suspended floor over crawl space is one means of minimizing risk that slab movement will occur. Expansion potential of soils at, and below, garage and interior floor depths indicates there is a low risk of significant interior floor slab movement. The following procedures will help improve slab performance, minimize potential for movement, and help prevent damage if some risk of movement can be tolerated: 1. Subgrade should be prepared based on the soil type encountered. Expansive materials should not be compacted more than necessary during excavation and construction. Clays should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. PROJECT N0. 17-10628 January 29, 2019 Page 6 of 7 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock shall be placed beneath the slab. Rock should be covered with an impervious vapor barrier. A 4 -inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 square foot areas. S. A minimum void space of 2 inches should be constructed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of 2 inches above the floor. 6. Water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with specifications contained herein to help prevent wetting of slab support soils. LAWN AND, LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be controlled, as much as possible, to prevent additional wetting of subsoils. Automatic sprinkling qystems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. PROJECT NO. 17-10628 January 29, 2019 Page 7 of 7 Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is 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 applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms and reinforcing steel placement in foundation walls should also be inspected to insure compliance with these recommendations, engineered foundation plans and City of Wheat Ridge requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. TEST HOLE LOCATION PLAN 2800 TELLER STREET WHEAT RIDGE, COLORADO -------------TELLER STREET ----- ----- \ I M 0 .TH-1 I L----------- ------ I I\ \ EXPLANATION - • TH -1 FOUNDATION DESIGN TEST HOLE 50 25 Q 50 Test holes are located using taping and map measurement. Locations should be considered SCALE: 1" = 50' accurate only to the degree implied by the method used. PROJECT N0. 17-10628 COMPLETE ENGINEERING SERVICES FIGURE 1 TEST HOLE LOGS TH-1 EXPLANATION: SAND; fine to med. grained, well -sort., slightly clayey, loose, to med. dense, moist, light -brown, (SP -SC). ®CLAY; sandy, mottled, soft, very moist to wet, brown, (CL). ® CLAYSTONE, blocky, firm, moist, grey -brown. PROJECT N0. 17-10628 0 10/12 ] S -C 5 — 7/12 S -C -1.0% 10 — ] 4/12 — 3/12 15 20 — -1 7/12 Indicates location of standard penetration test. Indicates 13 blows with a 140 pound hammer falling 30 inches were required to drive a 2.5" diameter sampler 12 inches. S -C indicates sample tested for swell - consolidation potential & percent swell (+) or consolidation (-). Indicates approximate location of boundary between lithologic units. Transition may be gradual. Indicates depth to water measured at given number of days after drilling. ea -M& ..�. COMPLETE ENGINEERING SERVICES FIGURE 2 3 O 2 In z a 1 x w I• z O F 0 3 0 N z 4 0 0 1 z 0 0 rn z a x 1 w 2 bt 3 z 4 O F 0 5 J 0 0 0 6 0 SWELL -CONSOLIDATION TEST RESULTS 0.1 1.0 APPLIED PRESSURE (ksf) MOISTURE CONTENT: 15.2% UNIT DRY WEIGHT: 112.0 pcf DESCRIPTION: Sand, clayey, It—brn FROM: TH-1 AT 3 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 MOISTURE CONTENT: 25.0% UNIT DRY WEIGHT: 96.3 pcf DESCRIPTION: Clay, sandy, brn FROM: TH-1 AT 6 FEET I I I I I I lit PRESSURE UNDER TO WETTING 0.1 1.0 10 APPLIED PRESSURE (ksf) PROJECT N0. 17-10628 COMPLETE ENGINEERING SERVICES 100 FIGURE 3 DRAIN SYSTEM DETAIL FINAL GRADE COVER WITH +5 MILL PLASTIC AND DECORATIVE GRAVEL FLOOR SYSTEM° IIIIIIIIIII 1 10 FOUNDATION FOUNDATION WALL 9 EXCAVATION BACKFILL 7 EXPANSION JOINT + 6 MIL POLYETHYLENE GLUED TO WALL AND FLOOR SLAB EXTENDED ALONG BOTTOM OF EXCAVATION 45 DEG. MAX // \5 DEG. MAX. 4" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. em-mb 17-10628NO° COMPLETE ENGINEERING SERVICES FIGURE 4 PLUS 6 MIL PLASTIC VAPOR BARRIER MIRAFI 14ON FILTER FABRIC OR EQUIV. MINIMUM 4" CLEAN GRAVEL (MINUS 3/4") 06 a °aq,o,°:opo FOOTING MINIMUM 8" CLEAN L�Qo'o0'OOagpdR MINIMUM 8" CLEAN GRAVEL (MINUS 3/4) / o.v.`.$a'.° / ,aa,'.'�a;•ob... \ Dgb'Q4° GRAVEL MINUS 3/4") 45 DEG. MAX // \5 DEG. MAX. 4" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. em-mb 17-10628NO° COMPLETE ENGINEERING SERVICES FIGURE 4 Rev. 09/2017 RESIDENTIAL Building Permit – Plan Review Worksheet Address: 2-500 �,e 111.6 S -� Zoning: �2- ! Lot Size: �0 ZS, 3 $'1 sq. ft. Lot Width: 3 , ft. iczs� Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: �G� �S Any conflict? (Y/N) ! V Related Cases: �— Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in flood lain FLD) New ILC and site planyes (FND) / back if in floodplain (FLD) Maximum Lot Coverage: Lj- C� % 1 S 6 sq. ft. Existing Improvements (footprints): Proposed Improvements (footprints)- q`,"'` House: sq. ft. House/addition: 4133 �r sq. ft. Shed: sq. ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage Cb- % Required Setbacks: FR 'LS S S S f o r R « 1 Provided Setbacks: FR '^ l00 � S � l S � l , �r R 1 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition Maximum Height: �jS ft. Maximum Size: sq. ft. t Proposed Height: J-5. 3 S ft.tt Proposed Size: �— sq. ft. Does the bulk plane apply? (Y/N) N 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)? i If yes, have parkland dedicati es are been paid (eg with a previous land use approval)? K3 If fees are owed, add condition PFEE fy owner, notify building division, enter fee amount in ADG. i Ali R LAKO M .I V 41 Ir City of � W heat Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 November 21, 2018 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 2800 Teller Street, Wheat Ridge 80033 CURRENT ADDRESS: Vacant Lot NOTES: F.V64-11 7RI Barths Subdivision, Lot 1, Tract/Key E, Section 26, Parcel #: 39-264-12-018, This is a cout es n tificatio . ZED BY: DATE: I I Z I l DISTRIBUTION: 1. Property Owner 2. AddressingAjeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to erlinda j.martinezAusps.gov and jason.g.eddlemanAusps.gov and arlene.a.vickrey(a�usys.gov and sheena.l.abeZa aAusps.gov 6. Xcel Energy, sandra.cardenas(&xcelenerg, .ccoom_ 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Consolidated Mutual Water District 10. Wheat Ridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wh eatridge.co. u s DATE: Vicinity Map Site outlined in red ;,�� k0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ` �( Permit Number: ac � LJNo one available for inspection: Time ��, ?�'y AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.usrnspection Date.���, �yZ� Inspector:r� DO NOT REMOVE THIS NOTICE