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HomeMy WebLinkAboutLA198207 11500 195th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov Submit to: permits@lakevillemn.gov Not applicable (rural lot) RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Notes on Wall: 1. Walls to be craned in by Super Walls; refer to "Builder Guideline Booklet" for technical details, including pre-engineered compliance with IRC. 2. Walls to be Xi Walls, with reinforced 5,000 psi concrete and R-12.5 insulation. Since less than R-15, IRC compliance to be demonstrated via Blower Door Test. 3. Walls to be 10' high x 10.25" wide. 4. Footings to be 1/2" crushed stone per manufacturer recommendation. Underneath walls, utilize min. 15" depth and 28" width per the following: a. Soil strength = 1,500 sf (conservative) b. 10' Xi wall weight = 378 lb/ft (Ref. Table 2 of Builder Guideline Booklet") c. 3,000 lb/ft house load (conservative, per Northstar; Cf. IRC Table R403.4) Notes on Slab: 1. Slab to be poured on site after setting walls 2. Minimum 4" stone base U.N.O. 3. Minimum 2" polystyrene insulation (R-10) to be provided under slab Notes on Column Pads: 1. Pads to be by Super Walls; refer to "Builder Guideline Booklet," p. 42 for technical details, including pre-engineered compliance with IRC. 2. Pads to be either 2' x 2' x 4.5" or 3' x 3' x 6" reinforced concrete; refer to Tables 7 and 8, respectively, within "Builder Guideline Booklet." 3. Footings to be 1/2" crushed stone per manufacturer recommendation. Assumptions as follows: a. Soil strength = 1,500 sf (conservative) b. Crushed stone depth: 6" c. Crushed stone bearing width: 2'-7" for 2'x2' pads; 3'-7" for 3'x3' pads d. Allowable loads: 9,964 lbs for 2'x2' pads; 19,196 lbs for 3'x3' pads (Cf. Tables 7 and 8) 4. 3'x3' pads assumed at all locations except as called out in drawing, below. 2' x 2' x 4.5" column pad on 31" x 31" x 6" crushed stone (9,964 lb capacity) 3' x 3' x 6" 3' x 3' x 6" 3' x 3' x 6" 3' x 3' x 6" 3' x 3' x 6" 3' x 3' x 6" WATERPROOFING required on exterior of foundation. R406.2 Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 12/10/2021dmathews Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Prefab steel window well (36" deep x 50" wide x 72" high) Egress window (5040E) installed in a 4' wide x 5' high concrete opening. Sill height of 44". 84.5" Distance to window CL Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Additional radon mitigation pipe (run directly beneath the floor of the modular unit) Connection point to radon mitigation pipe within wall of modular home Additional radon mitigation pipe extends down into sump basket and ties into drain tile 443 Lafayette Road N., St. Paul, MN 55155 • (651) 284-5005 • www.dli.mn.gov An Equal Opportunity Employer DOCUMENTS APPROVAL MANFUFACTURER/PRE-FAB BUILDER NORTHSTAR SYSTEMBUILT 203 INDUSTRIAL DR REDWOOD FALLS, MN 56283 Date: 10/27/2021 Project Title: NS3927-AB-MN Plan Review No.: IIBC2110-0015 The Construction Documents submitted by your organization for the above referenced structure(s) have been reviewed and found to be in substantial compliance with requirements of the receiving State(s) Building Codes. The Construction Documents are your records for construction and for your files. Any changes to the approved documents or any additional construction addendum changes for the building are not permitted without prior submission and review for construction approval from CCLD. All proposed design revisions shall be submitted to the Construction Codes and Licensing Division for approval and after authorization will be attached to the approved file plans, to be retained by this unit. Before a Construction Seal is issued for this project, all documents pertaining to the construction, inspection records, and verification of code compliance shall be documented to the permanent project file, to be retained by the manufacturer. All on-site construction work performed at the site, including the final enclosure and installation of the structure, all mechanical equipment, and final occupancy approval, is regulated by the local authority having jurisdiction. It is the responsibility of the person, or parties receiving construction authorization at the final site of occupancy, to comply with all local laws and ordinances. In no case, shall the labeled unit be altered or otherwise brought out of compliance with the manufactures approved plans, and/or, the receiving State(s) Building Code. Phone: (651) 284-5833 Ermias Mekonnen, Manufactured Structures Section Minnesota Department of Labor and Industry Building Codes and Standards Unit Construction Codes and Licensing Division MS 04 (2/10) Minnesota Department of Labor and Industry Construction Codes and Licensing Division Manufactured Structures 443 Lafayette Road North St. Paul, MN 55155 Phone: (651) 284-5068 Fax: (651) 284-5749 www.doli.state.mn.us Industrialized/Modular Buildings Documents Submittal Application Please provide the Construction Codes and Licensing Division (CCLD) with the following information and return this completed application with your final Building Systems Documents. The Building Systems Documents and the information contained in this application will be retained for our file reference information as required in Part IV of the Industrialized Building Commission Uniform Administrative Procedures. New Manufacturer Application Systems Documents QA / QC Documents Floor Plan Documents New Revised DATE SUBMITTED BY TELEPHONE NUMBER COMPANY NAME ADDRESS CITY STATE ZIP CODE Please itemize the information you are submitting for review with this application. This will help us to review only the documents requiring review and approval. Documents not requiring review and approval should not be submitted with this application. DESIGN INFORMATION Floor plan Wiring plan Floor LL DL Elevations Mechanical plan Roof LL DL Cross section detail Duct sizing plan Wind PSF or 90 MPH 3 sec gust Structural Calculation Energy Compliance Heating Degree Days Foundation plan Plumbing plan Temperatures: Summer Winter Brief Description of any other documents, include section title and/or page numbers. This material can be made available in different forms, such as large print, Braille or on a tape. To request, call 1-800-342-5354 (DIAL-DLI) Voice or TDD (651) 297-4198. Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY | NORTHSTAR SYSTEMBUILT 203 Industrial Dr. Redwood Falls, MN 56283 T +1(507) 644 6600 F +1(507) 644 6601 Dealer FACTORY HOME CENTER Job Name NS3927 LINDH County DAKOTA Site Address 195th West Street, Lakeville, MN Model Number NS3927 Occupancy/Use IRC-2020 / SINGLE FAMILY DWELLING Type of Construction V-B – UNPROTECTED WOOD FRAME Loading: • Wind 90 MPH • Floor LL 40 PSF • Floor DL 10 PSF • Roof LL 46.2 PSF • Roof DL 10 PSF • Ground Snow Load 60 PSF Climate Zone 6 Seismic Zone A Design Criteria for Minnesota 2020 Minnesota Residential code Chapter 1309 2020 Minnesota Energy Code Chapter1322 2020 Minnesota Plumbing Code Chapter 4714 2020 National Electric Code W/ MN Amendments 2020 Minnesota Mechanical and Fuel Gas Code PLAN SUBMITTAL COVER PAGE Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY GE PV970 Euro Vent Hood Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY See "Foundation" section of this permit application for engineering details on the foundation (which utilizes Superior Walls, an IRC- compliant engineered product). Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY E1E2 E3 E4 E5E6E8E9E10E111 2 3 4 56 7 8 9 10E12E13E14E15B1 1 Ply 9 1/4" LVLB1 1 Ply 9 1/4" LVLB2 1 Ply 14" LVLB2 1 Ply 14" LVLB3 1 Ply 9 1/4" LVLB3 1 Ply 9 1/4" LVLB5 3 Ply 2x10 DroppedB5 3 Ply 2x10 DroppedB6 3 Ply 2x6 DroppedB7 2 ply 2x10 DroppedR2GR2ER2DR2CR2BR2AR2DR2CR2BR2AR1G__R1PGR1R1R1R1R1R1R1R1R1R1R1R2R1G__R1PGR1R1BR1BR1BR1BR1BR1R1R1R2R2R2R2R2R1R2R1G__R1PGR1R1R1R1R1AR1AR1AR1AR1AR1AR2R2R2R2R2R2R2R2R2R1R1R1BR1BR1R1R1AR1AR1AR1AR1AR1R1R1R1G__R1PGR1R1R2R2R4GR4GR3GV1V2V3__V3PV4__V4PV5__V5PV6V7V8............................2-06-009-07-1212-01-12 2-06-002-06-009-11-0821-00-0818-06-0843-05-00 3-04-0820-02-08 28-11-0829-00-0017-03-00 8-09-00 3-00-0029-00-0010-05-00 8-09-00 32-01-00 8-09-00 8-00-0068-00-0013-02-00 6-02-00 2-02-00 17-06-00 29-00-0068-00-0021-06-006-04-0814-06-00 14-06-002-06-00 9-07-126-06-007-01-009-03-0815-11-042-03-0817-10-08 9-00-046-06-00 7-01-00 9-03-08 14-09-00 3-05-12 17-10-08 9-00-047-00-00 6-01-00 10-03-08 13-09-00 4-11-00 15-09-08 10-02-00Job Name: NS3927 Lindh ResidenceCustomer: Factory Home Center PaynesvilleThesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"BracingofWoodTrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive;Madison,WI53179.ROOFTRUSSLAYOUTScale: NTS Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY Designation Wire GFCI GFCI Wire CIRCUIT Breaker Size Recept Recept Size Breaker CIRCUIT #1 Lights 15 Amp 14-2 14-2 15 Amp #2 Lights AFCI AFCI Kitchen #3 20 Amp 12-2 12-2 20 Amp Kitchen #4 AFCI AFCI Cooktop 30 Amp 10-3 12-2 20 Amp Dishwasher GFCI Dual Microwave countertop 20 Amp 12-2 12-2 20 Amp Fridge Dual AFCI Dining Room 20 Amp 12-2 10-3 30 Amp Oven AFCI GFCI Living Room 15 Amp 14-2 10-3 30 Amp Oven AFCI GFCI GFCI Fireplace 15 Amp 14-2 14-2 15 Amp HallFoyer AFCI AFCI Exterior GFCI 20 Amp 12-2 12-2 20 Amp Bath #1 AFCI AFCI Office 15 Amp 14-2 12-2 20 Amp Bath #2 AFCI AFCI Utility Room 20 Amp 12-2 14-2 15 Amp Bed #1 AFCI AFCI Washer 20 Amp 12-2 14-2 15 Amp Bed #2 AFCI AFCI Smoke Alarms Dryer 30 Amp 10-3 14-2 15 Amp Bed #3 GFCI AFCI Dryer 30 Amp 10-3 GFCI NS3927-AB-MN XX4 6 2 Circuit No. 1 3 5 8 10 X 18 16 12 14 11 13 15 17 40 32 36 38 34 35 37 X 24 26 20 X 28 30 27 29 7 31 33 22 19 21 23 25 9 39 X X X Passive (No Fan) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-21 X R-50 X R-49 X X X X Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons:Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor Northstar Systembuilt - Redwood Falls, Minnesota MN Registration Number City Mailing Address of the Dwelling or Dwelling Unit Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.29 Building envelope air tightness: Lakeville, MN 195th West Street THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade 6' MIN. FROM ATTIC ACCESS Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.30 Energy Heel R21 Batt Insulation Describe other insulated areas Ceiling, flat Foundation Wall Output in Tons: Appliances Cooling System Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted ON-SITE BY OTHERSNon or Not ApplicableFiberglass, BlownFiberglass, BattsRigid, Extruded Polystyrene Rim Joist (1st Floor) Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces * BY OTHERS * Make-up Air Select a Type Domestic Water Heater R-value Heating Gain Cooling Load Model Heating System Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Efficiency Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM - * BY OTHERS, ON-SITE * Capacity continuous ventilation rate in cfms: Date Certificate Posted * BY OTHERS * Heating Loss Manufacturer * BY OTHERS * MECHANICAL SYSTEMS Rating or Size Builders Associaton of Minnesota version 101014 All information on here provided by Northstar. Refer to a 2nd copy of this form in mechanical calculations for remaining energy code info. WINDOW SCHEDULE Client:NS3927-AB-MN Qty Room Unit R.O.Egress Width x Height Clear Egress Opening (sq. ft.) DLO (sq. ft.) NVO (sq. ft.) 11 Bed2, Bed1, Office, Bed 3 NVDH1-3054 3'0 1/4" x 5'4 1/4"30 3/4" x 26.62 5.6 11.48 5.6 3 Bath1, Bath2 T-3010 3'0 1/4" x 1'0 1/4"NA NA 1.36 NA 2 Living Room NVDH1-3060 3'0 1/4" x 6'0 1/4"30 3/4" x 33 1/8"7.07 13.1 7.07 3 Utility, kitchen NVDH1-3036 3'0 1/4" x 3'6 1/4"30 3/4" x 18 1/8"3.87 7 3.87 1 Living Room P-4060 4'0" 1/4" x 6'0 1/4"NA NA 19.58 NA Insulating Glass/Low E ll - Argon U-Value = .29 R-Value = 3.45 SHGC = .30 UT = .51 Note - Light & Vent: Glazing area not to be less than 8% of Floor Area. Vent not to be less than 4% in all Habitable Rooms Whole house mechanical ventilation required in accordance with R303.1 and M1507 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________LP Appliance Notes: 1. Furnace a. Model: ARMSTRONG A95UH1E07B12 b. Direct Vent c. Input: 66,000 BTU/hr 2. Water Heater a. Model: STATE PROLINE XE POWER VENT GS6-50-HRVIT b. Power Vent c. Input: 50,000 BTU/hr 3. Fireplace a. Model: Heatilator MDV3732L (LP) b. Direct Vent c. Input: 19,300 BTU/hr Electric Appliances: 1. Range 2. Oven 3. Microwave 4. Refrigerator 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS Notes: 1. Out-to-out house dimensions: 29' x 68' = 1,972 sf 2. House has one story + full basement = 3,944 sf ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies 80% x 450 cfm for GE PV970 Euro Vent Hood Will be changing to a 400 cfm or less kitchen hood so no MUA is required. TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Not applicable, since Table 501.4.1 results in negative value. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = Basement Dimensions: - Exterior: 29'x68' - Concrete wall thickness: 0.85' - Basement wall height: 10' Volume: (29'-1.7') x (68'-1.7') x 10' Furnace (66,000) and fireplace (19,300) are direct vent appliances Less than 18,100ft3; therefore no outdoor openings needed IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Excludes direct vent appliances Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:15 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1 ...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Load Short Form Oct 31, 2021Date:Entire House MirsabBy: Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com Project Information Cory Lindh, ResidenceFor: 11500 195th St W, Lakeville, MN 55044 Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F) AverageConstruction quality7570Inside db (°F) 0Fireplaces1385Design TD (°F) M-Daily range 5040Inside humidity (%) 2743Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Armstrong Make Armstrong Trade ARMSTRONG AIR Trade ARMSTRONG AIR Model A95UH1E070B12*-**Cond 4SCU13LE124P-5 AHRI ref 203996914 Coil ED1P30/36B+H4TXV01 AHRI ref 10517310 Efficiency 95 AFUE Efficiency 11.0 EER, 13 SEER Heating input Btuh66000 Sensible cooling Btuh16100 Heating output Btuh63000 Latent cooling Btuh6900 Temperature rise °F49 Total cooling Btuh23000 Actual air flow cfm1215 Actual air flow cfm800 Air flow factor cfm/Btuh0.027 Air flow factor cfm/Btuh0.051 Static pressure in H2O0.50 Static pressure in H2O0.50 Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) BED#2 155 3507 1329 95 67 BATH#2 85 1019 169 28 9 LIVING/DINING 413 8868 4582 241 232 WIC1 38 0 0 0 0 BED#1 221 4446 2048 121 104 WC 23 659 209 18 11 BATH#1 106 1565 348 42 18 WIC 46 0 0 0 0 OFFICE 79 1757 968 48 49 FOYER 139 2146 440 58 22 PANTRY 29 0 0 0 0 KITCHEN 259 4146 1941 112 98 BED#3 162 2067 584 56 30 UTILITY 119 2833 1310 77 66 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:15 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 2 ...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N 1 3 0 0 0 0 2 2 0 0 0 0 3 2 0 0 0 0 HALLWAY 57 0 0 0 0 BASEMENT 1938 11785 1858 320 94 Entire House 3876 44800 15785 1215 800 Other equip loads 6338 979 Equip. @ 1.00 RSM 16764 Latent cooling 3171 TOTALS 3876 51138 19935 1215 800 2021-Nov-03 20:48:15 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Building Analysis Oct 31, 2021Date:Entire House MirsabBy: Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com Project Information Cory Lindh, ResidenceFor:11500 195th St W, Lakeville, MN 55044 Design Conditions Location:CoolingHeatingIndoor:7570Indoor temperature (°F)South St Paul Municipal, MN, US 1385Design TD (°F)ft820Elevation:5040Relative humidity (%)°N45Latitude:Outdoor:26.943.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F)SimplifiedMethod)M(18-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Ceilings Floors Infiltration Ventilation % of loadBtuhBtuh/ft²Component 30.3154984.2Walls 22.31142324.6Glazing 000Doors9.448072.3Ceilings 4.523011.21.2Floors 21.1107713.8Infiltration 00Ducts00Piping00Humidification12.46338Ventilation0Adjustments100.051138Total Cooling Walls Glazing Ceilings Infiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 12.520920.6Walls 39.8666714.4Glazing 000Doors8.714650.7Ceilings 000Floors5.38910.3Infiltration 00Ducts5.8979Ventilation27.94670Internal gains 00Blower0Adjustments100.016764Total Latent Cooling Load = 3171 BtuhOverall U-value = 0.067 Btuh/ft²-°F Data entries checked. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Project Summary Oct 31, 2021Date:Entire House MirsabBy: Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com Project Information Cory Lindh, ResidenceFor:11500 195th St W, Lakeville, MN 55044 Notes: Design Information South St Paul Municipal, MN, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-15 Outside db °F88Inside db °F70 Inside db °F75Design TD °F85 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb27 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh44800 Structure Btuh15785DuctsBtuh0DuctsBtuh0Central vent (SER=50% 140 cfm)Btuh6338 Central vent (SER=50% 140 cfm)Btuh979Energy recovery Energy recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh51138 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh16764 Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh1930DuctsBtuh0Central vent (LER=50% 140 cfm)Btuh1241CoolingHeatingEnergy recovery38763876Area (ft²)Equipment latent load Btuh31712549025490Volume (ft³)Air changes/hour 0.150.28 Equipment Total Load (Sen+Lat)Btuh19935Equiv. AVF (cfm)64119 Req. total capacity at 0.70 SHR ton2.0 Heating Equipment Summary Cooling Equipment Summary Make Armstrong Make ArmstrongTradeARMSTRONG AIR Trade ARMSTRONG AIRModelA95UH1E070B12*-**Cond 4SCU13LE124P-5AHRI ref 203996914 Coil ED1P30/36B+H4TXV01AHRI ref 10517310Efficiency95 AFUE Efficiency 11.0 EER, 13 SEERHeating input Btuh66000 Sensible cooling Btuh16100Heating output Btuh63000 Latent cooling Btuh6900Temperature rise °F49 Total cooling Btuh23000Actual air flow cfm1215 Actual air flow cfm800Air flow factor cfm/Btuh0.027 Air flow factor cfm/Btuh0.051Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name Entire House BED#2 2 Exposed wall 385.9 ft 26.0 ft3Room height 10.1 ft 9.0 heat/coolft 4 Room dimensions ft154.8x1.0 5 Room area 3876.0 ft²154.8 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 632 497 2737 466 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 6 0 148 49 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 21 0 516 170 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 11 0 265 87 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 64 0 1574 518 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 13 0 330 108 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 20 0 492 113 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 680 659 2016 108 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 21 0 523 172 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 177 177 847 190 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 257 220 1215 207 131 115 631 108GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 16 0 393 451 16 0 393 451GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 20 0 494 397 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 285 278 854 46 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 7 0 174 200 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 44 44 208 47 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 42 42 201 45 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 632 440 2427 414 104 72 394 67 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 6 6 148 49 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 3 3 74 24 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 18 11 443 199 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 48 14 1180 634 32 9 787 423GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 16 5 404 217 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 36 9 885 484 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 24 6 590 323 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 40 9 984 545 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 680 652 1979 104 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 28 0 697 435 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 114 114 546 122 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 257 219 1204 205 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 6 0 148 169 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 32 0 787 902 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 285 278 854 46 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 7 0 174 200 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 86 86 409 92 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 1250 1250 3073 766 155 155 381 95 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 298 298 597 240 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 568 568 1138 458 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 1938 1938 2301 0 0 0 0 0 6 c) AED excursion 220 -45 Envelope loss/gain 34029 10223 2586 1099 12 a)Infiltration 10771 891 895 74 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 0 0 Appliances/other 3750 150 Subtotal (lines 6 to 13)44800 15785 3481 1323 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution0026614Subtotal448001578535071329 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 44800 15785 3507 1329 Air required (cfm)Air required (cfm)1215 800 95 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 2...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name BATH#2 LIVING/DINING 2 Exposed wall 8.5 ft 29.5 ft3Room height 9.0 heat/coolft 12.4 heat/coolft 4 Room dimensions ft10.0x8.5 ft14.0x29.5 5 Room area 85.0 ft²413.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 20 20 109 19.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 177 177 847 190 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 42 42 201 45 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 77 74 405 69 285 161 889 151 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 6 6 148 49GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 3 3 74 24 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 18 11 443 199 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 36 9 885 484GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 24 6 590 323 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 40 9 984 545 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 42 42 201 45CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 85 85 209 52 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 568 568 1138 458 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -10 492 Envelope loss/gain 688 135 6434 2999 12 a)Infiltration 292 24 2164 179 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 2 460 Appliances/other 0 900 Subtotal (lines 6 to 13)980 160 8598 4538 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution3892704414Subtotal101916988684582 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1019 169 8868 4582 Air required (cfm)Air required (cfm)28 9 241 232 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 3...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name WIC1 BED#1 2 Exposed wall 4.0 ft 28.5 ft3Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft9.5x4.0 ft221.0x1.0 5 Room area 38.0 ft²221.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 36 36 198 34 131 98 540 92 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 16 5 393 211GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 16 5 404 217 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 126 94 518 88GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 32 0 787 902WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 38 38 93 23 221 221 543 136 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -5 127 Envelope loss/gain 292 52 3187 1773 12 a)Infiltration 138 11 981 81 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 150 Subtotal (lines 6 to 13)430 64 4167 2005 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution-430 -64 279 4414Subtotal0044462048 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 4446 2048 Air required (cfm)Air required (cfm)0 0 121 104 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 4...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name WC BATH#1 2 Exposed wall 6.5 ft 14.5 ft3Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft6.5x3.5 ft106.1x1.0 5 Room area 22.8 ft²106.1 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 59 59 322 55.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 59 56 306 52 72 69 380 65GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 3 0 74 85 3 0 74 85 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 23 23 56 14 106 106 261 65 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 40 30 Envelope loss/gain 436 191 1038 300 12 a)Infiltration 224 19 499 41 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)659 209 1536 341 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution0029714Subtotal6592091565348 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 659 209 1565 348 Air required (cfm)Air required (cfm)18 11 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 5...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name WIC OFFICE 2 Exposed wall 0 ft 11.0 ft3Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft7.0x6.5 ft79.4x1.0 5 Room area 45.5 ft²79.4 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 99 67 369 63.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 32 0 787 259 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 46 46 112 28 79 79 195 49 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -2 -70 Envelope loss/gain 112 26 1351 300 12 a)Infiltration 0 0 378 31 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 0 400 Subtotal (lines 6 to 13)112 26 1730 962 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution-112 -26 27 614Subtotal001757968 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 1757 968 Air required (cfm)Air required (cfm)0 0 48 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 6...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name FOYER PANTRY 2 Exposed wall 10.5 ft 0 ft3Room height 9.0 heat/coolft 10.7 heat/coolft 4 Room dimensions ft139.3x1.0 ft6.5x4.5 5 Room area 139.3 ft²29.3 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 95 55 304 52 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 6 0 148 49 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 13 0 330 108 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 20 0 492 113 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 15 15 72 16 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 20 20 93 21CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 139 139 342 85 13 13 32 8 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 18 18 35 14 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -30 -5 Envelope loss/gain 1615 378 232 54 12 a)Infiltration 361 30 132 11 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)1976 408 364 65 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution17032-364 -6514Subtotal214644000 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2146 440 0 0 Air required (cfm)Air required (cfm)58 22 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 7...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name KITCHEN BED#3 2 Exposed wall 19.0 ft 11.9 ft3Room height 12.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft259.3x1.0 ft161.6x1.0 5 Room area 259.3 ft²161.6 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 171 150 825 141 108 76 419 71.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 11 0 258 85 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 11 0 265 87 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 32 0 787 259 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 44 44 208 47 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 99 99 474 106 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 24 24 115 26 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 0 0 0 0 162 162 397 99 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 281 281 561 226 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -140 -42 Envelope loss/gain 2707 577 1603 388 12 a)Infiltration 1290 107 413 34 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 1000 150 Subtotal (lines 6 to 13)3997 1914 2016 572 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution14927511214Subtotal414619412067584 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 4146 1941 2067 584 Air required (cfm)Air required (cfm)112 98 56 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 8...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name UTILITY 1 2 Exposed wall 23.0 ft 0 ft3Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft118.9x1.0 ft3.1x1.0 5 Room area 118.9 ft²3.1 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 81 71 389 66 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 11 0 258 85 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 126 106 584 99 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 20 0 494 397 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 119 119 292 73 3 3 8 2 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 19 0 Envelope loss/gain 2017 739 8 2 12 a)Infiltration 791 65 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13)2808 1304 8 2 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution246-8 -214Subtotal2833131000 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2833 1310 0 0 Air required (cfm)Air required (cfm)77 66 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 9...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name 2 3 2 Exposed wall 0 ft 0 ft3Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft1.9x1.0 ft2.3x1.0 5 Room area 1.9 ft²2.3 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 2 2 5 1 2 2 6 1 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 5 1 6 1 12 a)Infiltration 0 0 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)5 1 6 1 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution-5 -1 -6 -114Subtotal0000 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 0 0 Air required (cfm)Air required (cfm)0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-03 20:48:16Right-Suite® Universal 2021 21.0.08 RSU29252 Page 10...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Right-J® Worksheet Oct 31, 2021Date:Entire House MirsabBy:Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com 1 Room name HALLWAY BASEMENT 2 Exposed wall 0 ft 193.0 ft3Room height 9.0 heat/coolft 10.0 heat/coolft 4 Room dimensions ft57.0x1.0 ft28.5x68.0 5 Room area 57.0 ft²1938.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.515.51 0.940.94 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0.GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 .GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 11 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 5.675.67 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 nn 3.063.06 0.160.16 0 0 0 0 680 659 2016 108 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 nn 24.5924.59 8.108.10 0 0 0 0 21 0 523 172WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 nn 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ee 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 19.7419.74 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ee 3.073.07 0.170.17 0 0 0 0 285 278 854 46GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ee 24.5924.59 28.2028.20 0 0 0 0 7 0 174 200 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ee 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ss 5.515.51 0.940.94 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 8.108.10 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 11.0311.03 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.2113.21 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.4513.45 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 13.6413.64 0 0 0 0 0 0 0 0 WW Bg wall, light dry s 0.061Bg wall, light dry s 0.061 ss 3.043.04 0.160.16 0 0 0 0 680 652 1979 104 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ss 24.5924.59 15.3415.34 0 0 0 0 28 0 697 435 WW Knee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ss 4.794.79 1.071.07 0 0 0 0 0 0 0 0 WW 12F-0sw12F-0sw 0.0650.065 ww 5.515.51 0.940.94 0 0 0 0 0 0 0 0GG2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 0 0 0 0WWBg wall, light dry s 0.061Bg wall, light dry s 0.061 ww 3.073.07 0.170.17 0 0 0 0 285 278 854 46 GG 2 glazing, clr low-e 0.2902 glazing, clr low-e 0.290 ww 24.5924.59 28.2028.20 0 0 0 0 7 0 174 200WWKnee wall, asphalt s 0.410Knee wall, asphalt s 0.410 ww 4.794.79 1.071.07 0 0 0 0 0 0 0 0CC18A-38ad18A-38ad 0.0290.029 --2.462.46 0.610.61 57 57 140 35 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 CC Rf/clg ceiling, asph 0.024Rf/clg ceiling, asph 0.024 --2.002.00 0.810.81 0 0 0 0 0 0 0 0 FF 21B-32t21B-32t 0.0140.014 --1.191.19 0.000.00 0 0 0 0 1938 1938 2301 0 6 c) AED excursion -2 -136 Envelope loss/gain 140 33 9572 1175 12 a)Infiltration 0 0 2213 183 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13)140 33 11785 1858 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution-140 -33 0 014Subtotal00117851858 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 11785 1858 Air required (cfm)Air required (cfm)0 0 320 94 2021-Nov-06 18:27:51 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1 ...rr\59.Corrywessman\to\Cory Lindh Residence2.rup Calc = MJ8 Front Door faces: N ResidenceJob:Duct System Summary Oct 31, 2021Date:Entire House MirsabBy: Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com Project Information Cory Lindh, ResidenceFor: 11500 195th St W, Lakeville, MN 55044 CoolingHeating External static pressure in H2O0.50in H2O0.50 Pressure losses in H2O0.21in H2O0.21 Available static pressure in H2O0.29in H2O0.29 Supply / return available pressure 0.111 / 0.179 in H2O in H2O0.111 / 0.179 Lowest friction rate in/100ft0.070in/100ft0.070 Actual air flow cfm800cfm1215 Total effective length (TEL)ft416 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk st190.037.5ShMt0x08.00.087501615962hBASEMENT st1A110.045.0ShMt0x08.00.072501615962hBASEMENT-A st2A100.025.5ShMt0x04.00.08817421565hBATH#1 st1100.035.0ShMt0x04.00.0828281019hBATH#2 st2B110.046.5ShMt0x06.00.07151602223hBED#1 st2A110.036.5ShMt0x06.00.07651602223hBED#1-A st1B110.049.0ShMt0x06.00.07067953507hBED#2 st1105.030.5ShMt0x06.00.08229562067hBED#3 st2100.024.5ShMt0x06.00.08922582146hFOYER st1115.014.0ShMt0x08.00.086971124146hKITCHEN st2105.024.5ShMt0x06.00.08677802956hLIVING/DINING st1110.025.0ShMt0x06.00.08277802956hLIVING/DINING-A st1120.018.0ShMt0x06.00.08077802956hLIVING/DINING-B st290.029.5ShMt0x04.00.0934948968cOFFICE st1A100.041.5ShMt0x06.00.07866772833hUTILITY st2C120.034.0ShMt0x04.00.0721118659hWC 2021-Nov-06 18:27:51 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 2 ...rr\59.Corrywessman\to\Cory Lindh Residence2.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1 Peak AVF 849 522 0.070 728 13.9 14x12 ShtMetl st1A Peak AVF 333 183 0.070 499 9.8 12x8 ShtMetl st1 st2 Peak AVF 366 278 0.071 549 10.1 12x8 ShtMetl st2B Peak AVF 78 62 0.071 468 5.7 6x4 ShtMetl st2A st2A Peak AVF 180 131 0.071 541 7.8 6x8 ShtMetl st2 st1B Peak AVF 95 67 0.070 569 6.1 6x4 ShtMetl st1A st2C Peak AVF 18 11 0.072 80 3.3 4x8 ShtMetl st2B Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk rb2 0x 3220 101 108.0 0.166 591 10.0 x0 0 ShMt rt3 rb4 0x 1850 147 75.5 0.237 531 8.0 x0 0 ShMt rt3 rb3 0x 1800 131 237.5 0.075 517 8.0 x0 0 ShMt rt3A rb7 0x 560 29 146.0 0.123 285 6.0 x0 0 ShMt rt2A rb6 0x 1920 174 87.5 0.205 550 8.0 x0 0 ShMt rt2 rb5 0x 1840 151 154.0 0.116 527 8.0 x0 0 ShMt rt2 rb1 0x 950 67 256.5 0.070 483 6.0 x0 0 ShMt rt2A Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt1 Peak AVF 1215 800 0.070 663 15.9 22x12 ShtMetl rt3A Peak AVF 180 131 0.075 541 7.7 6x8 ShtMetl rt3 rt3 Peak AVF 688 379 0.075 688 12.7 12x12 ShtMetl rt1 rt2A Peak AVF 151 96 0.070 452 7.3 6x8 ShtMetl rt2 rt2 Peak AVF 527 421 0.070 632 11.6 10x12 ShtMetl rt1 2021-Nov-03 20:53:37 Right-Suite® Universal 2021 21.0.08 RSU29252 Page 1 ...err\59.Corrywessman\to\Cory Lindh Residence.rup Calc = MJ8 Front Door faces: N ResidenceJob:Manual S Compliance Report Oct 31, 2021Date:Entire House MirsabBy: Mirsab Mohamed HVAC Design Service, mirsabmohamed@fiverr.com Project Information Cory Lindh, ResidenceFor: 11500 195th St W, Lakeville, MN 55044 Cooling Equipment Design Conditions °F76.2Entering coil DB:Btuh16764Sensible gain:°F88.1Outdoor design DB: °F63.3Entering coil WB:Btuh3171Latent gain:°F71.6Outdoor design WB: Btuh19935Total gain:°F75.0Indoor design DB: cfm800Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ACEquipment type: 4SCU13LE124P-5+ED1P30/36B+H4TXV01Model:ArmstrongManufacturer: cfm800Actual airflow: % of load113Btuh18871Sensible capacity: % of load114Btuh3620Latent capacity: %84SHR:% of load113Btuh22492Total capacity: Heating Equipment Design Conditions °F65.0Entering coil DB:Btuh51138Heat loss:°F-15Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Gas furnaceEquipment type: A95UH1E070B12*-**Model:ArmstrongManufacturer: cfm1215Actual airflow: °F49Temp. rise:% of load123Btuh63000Output capacity: Meets all requirements of ACCA Manual S. X Passive (No Fan) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-21 X R-50 X R-49 X X X X Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons:Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor Northstar Systembuilt - Redwood Falls, Minnesota MN Registration Number City Mailing Address of the Dwelling or Dwelling Unit Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.29 Building envelope air tightness: Lakeville, MN 195th West Street THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade 6' MIN. FROM ATTIC ACCESS Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.30 Energy Heel R21 Batt Insulation Describe other insulated areas Ceiling, flat Foundation Wall Output in Tons: Appliances Cooling System Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted ON-SITE BY OTHERSNon or Not ApplicableFiberglass, BlownFiberglass, BattsRigid, Extruded Polystyrene Rim Joist (1st Floor) Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces * BY OTHERS * Make-up Air Select a Type Domestic Water Heater R-value Heating Gain Cooling Load Model Heating System Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Efficiency Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM - * BY OTHERS, ON-SITE * Capacity continuous ventilation rate in cfms: Date Certificate Posted * BY OTHERS * Heating Loss Manufacturer * BY OTHERS * MECHANICAL SYSTEMS Rating or Size Builders Associaton of Minnesota version 101014 Northstar Systembuilt MN Plan Review Number: IIBC 2110-0015 Plan Number: NS3927AB MN REVIEWED FOR COMPLIANCE WITH THE REGULATIONS OF THE CONSTRUCTION CODES AND LICENSING DIVISION AND THE DEPARTMENT OF LABOR AND INDUSTRY STATE OF MINNESOTA BY: DATE: 10/27/2021 ON SITE CONSTRUCTION IS SUBJECT TO LOCAL AUTHORITY R-10 ON-SITE BY OTHERS LIQUID PROPANE LIQUID PROPANE ELECTRIC ARMSTRONG AIR 4SCU13LE124P-5GS6 50 HRVITA95UH1E070B12 STATE ARMSTRONG AIR Note: "BY OTHERS" means "NOT PROVIDED BY NORTHSTAR" 95 AFUE 66000 BTUH 13 SEER 2.0 TON X EF = 0.70 X X 30 160 51,138 BTUH 19,935 BTUH19,935 BTUH R-12.5 IRC COMPLIANCE VIA BLOWER DOOR TEST 50 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 11500 195th St W, Lakeville, MN 55044 Homeowner build Cory Lindh 651-492-9244 corylindh@gmail.com 11/14/2021 Disturbances will be < 1 acre; therefore no permit required per https://www.pca.state.mn.us/water/ construction-stormwater EROSION & SEDIMENT CONTROL PLAN NARRATIVE FOR 11500 195TH ST W, LAKEVILLE, MN November 28, 2021 REVISION TABLE Revision Description Date 0 Initial Release 11/28/2021 Approved by Kelly Perrine 11/30/2021 EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 2 of 12 Table of Contents Table of Contents .......................................................................................................................................... 2 1 INTRODUCTION .................................................................................................................................. 3 1.1 Project Overview............................................................................................................................ 3 1.2 Construction Methodology ............................................................................................................. 4 1.3 E&S Control Plan Overview ........................................................................................................... 4 1.4 References .................................................................................................................................... 4 2 PLAN DETAILS ..................................................................................................................................... 5 2.1 Site Details .................................................................................................................................... 5 2.2 Erosion & Sediment Controls ......................................................................................................... 6 2.2.1 Minimization of Disturbance ................................................................................................... 6 2.2.2 Rock Entrance ....................................................................................................................... 7 2.2.3 Undisturbed Vegetation Boundary ......................................................................................... 8 2.2.4 Stockpile Coverings ............................................................................................................... 9 2.2.5 Contingency Plans ............................................................................................................... 10 2.3 Stabilization of Disturbed Soils .................................................................................................... 10 2.4 Maintenance of Best Management Practices (BMPs) .................................................................. 11 2.5 Inspections .................................................................................................................................. 12 EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 3 of 12 1 INTRODUCTION 1.1 Project Overview A new single-family dwelling has been proposed on a vacant 38.38-acre lot at 11500 195th St W, Lakeville, Minnesota. The house will be positioned roughly 300ft south of the northern boundary as depicted below in Figure 1. The total area of disturbed soils will be less than 1 acre. Figure 1: Overall Property Boundaries EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 4 of 12 1.2 Construction Methodology The proposed home shall be of prefabricated modular construction and shall be erected in the winter. All primary construction activities shall be completed in roughly one week in late January 2022 and include the following steps: • Excavate for a full-depth basement and rough-grade with crushed rock footings (roughly 1 day). • Fine-grade the crushed rock footings and set the precast 10-ft foundation walls (less than 1 day). • Set the side-by-side prefabricated house modules on the basement walls (less than 1 day). • Heat to above freezing, complete the utility hookups, and pour the basement slab (roughly 1 week). The end result will be a 29ft x 68ft rambler-style home on an unfinished basement. Note that the prefabricated modular home comes fully furnished, including flooring, cabinets, counters, etc., thereby significantly minimizing the amount of construction activities on site. 1.3 Erosion and Sediment Control Plan Overview The purpose of this document is to present the Erosion & Sediment Control Plan Narrative (“E&S Narrative”) for the aforementioned project. The E&S Narrative includes the following components: • Site entrance • Downgradient perimeter erosion controls (initial and contingency) • Stabilization of disturbed soils • Maintenance of Best Management Practices (BMPs) • Inspections . 1.4 References This E&S Narrative is based upon the following resources and references: • Dakota Soil and Water Conservation District Quick-Compliance Tips (https://lakevillemn.gov/DocumentCenter/View/261/Erosion-Control-Quick-Compliance-Tips-PDF) • MN/DOT Erosion Control Handbook II (https://www.dot.state.mn.us/environment/erosion/pdf/2006mndotecfieldhandbook.pdf) • Lakeville Contractor Bulleting: Erosion and Sediment Control – Site Requirements (https://lakevillemn.gov/DocumentCenter/View/259/Contractor-Bulletin-With-Important-Erosion- and-Sediment-Control-Information-PDF) • Lakeville Individual Lot Erosion and Sediment Control Example (https://www.lakevillemn.gov/DocumentCenter/View/264/Example-of-Individual-Lot-Erosion- Control-PDF) • Lakeville Erosion Control Inspection Report – Non-Compliance Example (https://lakevillemn.gov/DocumentCenter/View/263/Example-of-an-Erosion-and-Sediment- Control-Non-compliance-Report-PDF) EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 5 of 12 2 PLAN DETAILS 2.1 Site Details As shown below in Figure 2, the area of the site to be developed has a gradual but consistent east-to-west slope. Since the lot at this location is 154ft wide, and the average elevation change east-to-west is approximately 3ft, the average slope is approximately 2%. Figure 2: Dakota County GIS Data, 1ft Elevation Contours (Blue Dashed Arrows Show Runoff Direction) For construction of the new house, the only planned disturbances to the soil are in the direct vicinity of the house foundation, both for excavation and for achievement of a minimum drop in grade of 6in over the first 10ft (5% slope). Proposed grading is shown below in Figure 3. EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 6 of 12 Figure 3: Proposed Grading 2.2 Erosion & Sediment Controls This subsection describes the erosion and sediment controls and erosion mitigation techniques that will be implemented before or during the construction of the proposed house. 2.2.1 Minimization of Disturbance Per the Erosion Control Handbook II, minimizing both the area and time of soil disturbance is one of the primary means of mitigating erosion (see Figure 4). Figure 4: Erosion Control Handbook II, Principle 1 (p. 12) The site plan for 11500 195th St W proposes to maximize Principle 1 via the following approach: • Use of prefabricated construction practices, including utilization of precast foundation walls and a near-compete modular home, to minimize the time of soil disturbances. The total period of key construction activities will be 1-2 weeks. • Minimization of the amount of disturbed soils. As shown above in Figure 3, the only grade modifications proposed for the construction of the home are in the direct vicinity of the house. There will be no walk-out basement and no landscaping grading performed on site, etc. EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 7 of 12 2.2.2 Rock Entrance A rock construction entrance/exit will be established to reduce the transfer of site sediments to the road. This will be comprised of 3in rock, 75ft in length. Refer to Figure 5 for a representative example and Figure 6 for the proposed location of the rock entrance at 11500 195th St W. Figure 5: Example of Rock Construction Entrance Figure 6: Approximate Location of Rock Entrance for Proposed House EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 8 of 12 2.2.3 Undisturbed Vegetation Boundary In addition to the shallow site gradient and minimally disruptive site plan, the next defense against erosion is the natural undisturbed grass and vegetation on the east side of the property. As shown in Figure 7, a minimum of 40ft of preexisting grass (and other vegetation) will be left in place. The condition of existing vegetation can be seen below in Figure 8. Figure 7: Undisturbed Vegetation Boundary Figure 8: Existing Vegetation on Site EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 9 of 12 2.2.4 Stockpile Coverings All stockpiles shall be covered with tarps and secured against wind, as shown in the Figure 9 example. Figure 9: Example of Covered Stockpile Potential stockpile locations are shown in the below figure. Figure 10: Potential Stockpile Locations (Note that "Future Garage" is not part of this permit application) EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 10 of 12 2.2.5 Contingency Plans The construction site, project timing, and existing vegetation are likely to allow for sufficient erosion control in the manner described in the previous sections. However, in the event of any unforeseen challenges, either a silt fence or filter logs shall be installed on the eastern border as shown in Figure 11. If prior to frost, a silt fence shall be used; if after, filter logs shall be used. Frequent inspections, as described later in this document, shall be the basis of whether or not this additional downgradient barrier becomes required. Figure 11: Contingency Plan 2.3 Stabilization of Disturbed Soils Stabilization is required on all exposed soils throughout the building process. Since there are no slopes greater than 3:1, no beefed-up erosion control measures (such as erosion control blankets, sod, bonded fiber matrix, or erosion stabilization mats) will be required (Cf. Erosion Control Handbook II, p. 153). Furthermore, there are no critical areas within 200 lineal feet of a water of the state (Ibid. p. 136). As such, seeding or mulch shall be applied as appropriate to stabilize any non-covered disturbed soils. EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 11 of 12 2.4 Maintenance of Best Management Practices (BMPs) Erosion and sediment control measures must be maintained throughout construction. Maintenance requirements of the Erosion Control Handbook II shall be followed, as per the following table from p. 29. Table 1: ECH II Maintenance Requirements. In addition, the following maintenance actions shall be performed: • All erosion and sediment control measures will be upkept to remain functional throughout construction. • Positive drainage away from all structures shall be maintained. • The street shall be cleared of all debris at each day. • Temporary or permanent coverings on all exposed soil shall be upkept throughout the life of the project. EROSION & SEDIMENT CONTROL PLAN 11500 195TH ST. W, LAKEVILLE, MN November 28, 2021 Rev. 0 Page 12 of 12 2.5 Inspections Inspections will be performed and documented weekly and after every ½-inch rain event. Items to be inspected include, but are not limited to, the following: • Confirm that all disturbed soils are stabilized. • Confirm that all stockpiles are covered and secured. • Confirm that all perimeter controls are intact and fully functional; confirm that sediment height does not exceed ½ the height of the perimeter control. • Confirm that the rock construction entrance is intact and functional. • Confirm that the street is clear of debris. • Confirm that all hazardous materials are stored and contained; confirm that all trash and building material debris is stored in dumpsters. All inspections, as well as any ensuing maintenance activities, shall be documented in the below log. Erosion & Sediment Control BMP Inspection & Maintenance Log Project: 11500 195th St W, Lakeville – Single-Family Residence New Construction Inspect. Date Maintenance Action Taken or Prescribed Date Completed Responsible Individual Photos Taken? Notes Yes / No Yes / No Yes / No Yes / No