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HomeMy WebLinkAboutPLANS New SFR 2010 Cherokee Dr 2024-05-14LOT 4 ARAPAHOE ESTATES 2ND FILING (1.16 ACRES) LOT 3 ARAPAHOE ESTATES 2ND FILING LOT 5 ARAPAHOE ESTATES 2ND FILING LOT 6 ARAPAHOE ESTATES 2ND FILING LOT 9 ARAPAHOE ESTATES 2ND FILING LOT 7 ARAPAHOE ESTATES 2ND FILING 23.00 ' 2 . 5 0 ' 12.46 ' 1 4 . 5 0 ' 1.50' 2 2 . 0 0 ' 22.00 ' 2.00' 6.17' 1 0 . 0 0 ' 28.25 ' 1 9 . 0 0 ' 5.59' 1 4 . 5 0 ' 11.13 ' 2 5 . 0 0 ' 3.00' 4 . 0 0 ' 19.00 ' 4 . 0 0 ' 3.00' 1 1 . 5 0 ' GAS MAIN LOCATION APPROXIMATE CONTRACTOR TO VERIFY MAIN LOCATION AND OPTIMAL TIE-IN LOCATION NEW 3 4" TYPE "K" COPPER WATER SERVICE 4" SDR35 SEWER SERVICE BURIED ELECTRIC SERVICE 45.9'46.5' 41.8' 44.2' 2:1 2 : 1 2: 1 2:1 2:1 2:1 2: 1 2.0% 2 . 0 % 9. 6 % 9. 6 % 2 . 0 % 2.0%2.0% 5.20 5.20 5.00 4.51 4.38 4.80 4.80 PATIO DECK ENTRY 12.0' ASPHALT PAVED DRIVEWAY 79 0 0 79 0 5 78 9 7 7898 789 9 7901 7902 79 0 3 7904 7905 790 5 7 9 0 0 7 9 0 5 7 9 0 5 PROPOSED RESIDENCE MAIN FFE=7905.0' 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2022 DAB UNDERGROUND ELECTRIC UNDERGROUND GAS CONCRETE SURFACE SANITARY SEWER SERVICE WATER SERVICE MAJOR CONTOUR MINOR CONTOUR 3" TYPE SX HOT MIX ASPHALT 4" COMPACTED CLASS 5 ABC NATIVE SUBGRADE SITE PLAN 2010 CHEROKEE DRIVE OWNER DIANE AND LAWRENCE FRIEDMAN 7543 SHADYWOOD LN SYLVANIA, OH 43560 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: E-1 - ESTATE SURROUNDING PROPERTY ZONING CLASSIFICATION: E-1 - ESTATE BUILDING SETBACK = 25' ALL SIDES GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2. PLATTED BEARINGS WERE ROTATED 0°02'51" CLOCKWISE TO MATCH GEODETIC BEARINGS MEASURED BETWEEN THE TWO FOUND MONUMENTS SHOWN HEREON. BEARINGS FOR THIS SITE PLAN ARE BASED ON THESE TWO MONUMENTS, CALCULATED TO BEAR N80°56'31"W. 3. ONLY VISIBLE SURFACE UTILITIES ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 4. CONTOURS SHOWN HEREON ARE AT A 1-FT INTERVAL AND ARE BASED UPON 2013 LIDAR DATA AND SUPPLEMENTED BY GPS DATA LEGAL DESCRIPTION (PER WARRANTY DEED AT RECEPTION #20200084583) LOT 4, ARAPAHOE ESTATES 2ND FILING, COUNTY OF LARIMER, STATE OF COLORADO 20' SCALE: 1" = 20' 0 40' NOTE: THE SUBJECT PROPERTY IS LOCATED WITHIN THE ESTES PARK MAPPED WILDFIRE HAZARD AREA. COMPLIANCE WITH ALL TOWN OF ESTES PARK LOCAL CODE AMENDEDMENTS FOR FIRE MITIGATION IS REQUIRED. 12/15/22 PROPERTY MUST COMPLY WITH WILDFIRE MITIGATION REQUIREMENTS OF ESTES PARK AND LARIMER COUNTY DEFENSIBLE SPACE MUST BE MAINTAINED, INSPECTOR TO VERIFY DEFENSIBLE SPACE AT TIME OF INSPECTION Reviewed by SAFEbuilt 12/21/2022 This structure must comply with the requirements of the 2020 National Electrical Code APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 12/21/2022 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS GROUND FLOOR 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 1/ A 4 . 1 1/ A 4 . 1 3/A4.1 3/A4.1 2/ A 4 . 1 2/ A 4 . 1 2/A4.0 2/A4.0 1/A4.0 1/A4.0 DW W 110 6' - 8 " 3' - 0 " DN 10 1 8'-0" 9'-0" 10 2 8'-0" 9'-0" N 3' - 6 " 2' - 0 " 10 3 6'-8" 3'-0" 10 7 6'-8" 3'-0" A 3'-6" 3'-0" 10 0 8'-0" 3'-0" E 4' - 0 " 3' - 0 " G7'-0" 9'-6" 10 6 8'-0" 3'-0" I 5'-6" 7'-0" 105 8' - 0 " 6' - 0 " J 4' - 0 " 5' - 0 " E 4' - 0 " 3' - 0 " 11 1 6'-8" 3'-0" 11 2 6'-8" 2'-4" D 3' - 6 " 2' - 0 " 10 9 6'-8" 2'-8" 114 6' - 8 " 3' - 0 " F 2' - 0 " 3' - 0 " H2'-0" 3'-0" H2'-0" 3'-0" H2'-0" 3'-0" H2'-0" 3'-0" H2'-0" 3'-0" 104 6' - 8 " 3' - 0 " B 5'-0" 7'-6" B 5' - 0 " 7' - 6 " C 2' - 0 " 2' - 0 " C 2' - 0 " 2' - 0 " 11 8 6'-8" 3'-0" 11 7 6'-8" 2'-8" 119 6' - 8 " 2' - 8 " 113 6' - 8 " 2' - 8 " 115 6' - 8 " 3' - 0 " 11 6 6'-8" 3'-0" 8' - 0 " 3' - 6 " F 2' - 0 " 3' - 0 " 108 6' - 8 " 2' - 8 " RE F D 5'-6"5'-7 3/4" 9' - 6 " 10 " 10 ' - 4 " 10 ' - 4 " 12'-5 1/4" 3 3/4" 11'-8"5'-1"8'-2 3/4" 8'-0"7'-1/2"3'-11 1/2"6'-0"3'-3"3'-1"3'-1"4'-0"3'-4 1/2"7'-3"3'-4 1/2"4'-0" 3'-0"19'-0"3'-0"23'-0"12'-5 1/2" 4' - 0 " 25 ' - 0 " 14 ' - 6 " 19 ' - 0 " 4'-0"7'-1 1/2" 2' - 0 " 4'-1" 4'-10 1/2" 7'-6 1/2"6'-6"5'-11"6'-6 1/2"1'-6" 4' - 0 " 3' - 1 " 8' - 5 " 7' - 3 " 10 ' - 6 " 7' - 3 " 3' - 8 " 6' - 3 " 4' - 7 " 6' - 4 " 12 ' - 8 " 4' - 1 " 6 1 / 2 " 11 " 6 1 / 2 " 7' - 8 " 6 1 / 2 " 11 " 6 1 / 2 " 28'-3"6'-2"22'-0" 14 ' - 6 " 22 ' - 0 " 2' - 1 " 5'-2"3'-10"7'-6"5'-6 1/2" 1' - 1 1 " 3' - 7 1 / 2 " 1' - 1 0 " 2' - 1 3 / 4 " 3' - 1 1 / 2 " 5' - 3 1 / 2 " 10 ' - 6 1 / 2 " 1'- 7 1 / 2 " 1'- 9 " 2' - 8 " 5'-6 1/2"4'-2 3/4"3'-4 1/4"3'-8 1/2"5'-6"3 1/2"3'-6" 4'- 1 0 " 3' - 1 0 " 3' - 8 " 2'-2"7'-7 1/4"7'-6"3'-10" 12'-2"2' - 0 " 2' - 0 " 8' - 1 1 / 2 " 5 1 / 2 " 6' - 1 / 2 " 7' - 4 " 9'-1"3'-4 1/2"6'-9 1/2" 1' - 6 " 6' - 1 0 1 / 2 " 6' - 4 " 4' - 5 " 7' - 4 " 4' - 5 " 2' - 0 " 3'-5"2'-4"3'-4" 8'-9" 7' - 3 " 7' - 3 " 3' - 1 1 " 3' - 6 1 / 2 " 3' - 6 1 / 2 " 3' - 6 1 / 2 " 3' - 6 1 / 2 " 3' - 1 1 " 2'-6" 5 1/2"EQ.EQ.5 1/2" 4' - 6 " R 20'-0" 2x6 WALLS HVAC FLUES FROM MECH. CULTURED STONE HEARTH, WALLS & MANTEL AT F.P. COVERED ENTRY DECK STORAGE IN T E R I O R PE A K F.P. LIVING DINING KITCHEN PANTRY LAUNDRY MUD ENTRY CL LIN. WALK-IN MASTER BEDROOM MASTER BATH GARAGE COATS W.C. E.F.E.F. S S/CO INTERIOR PEAK VAULTED FLAT FL A T VA U L T E D 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 10' CLG POWDER 9' CLG VAULTED CEILING HIGH WINDOWS IN BATH + CLOSET UTIL CABINET INTERCONNECTED SMOKE ALARM, TYP. INTERCONNECTED SMOKE/CO ALARM, TYP. EXHAUST FAN, VENT TO EXTERIOR, TYP. ELEC. RANGE ELEC. DRYER, VENT TO EXTERIOR ROOF LINE ABV., TYP. WOOD CAP FURRED WALL AT FLOOR LEVEL GAS F.P., VFY VENTING & CLEARANCES w/ MFR SPEC CASEWORK PANEL SIDE OF REF. TIMBER BEAMS ABOVE (4) BUILT-IN SHELVES ARCHITECTURAL 8x8 D.F. #1 POSTS (NON-BEARING), TYP. OF 5 6x6 D.F. #1 STAIR RAILING MIN. 36" A.F.F. ALL GAP <4" BEARING 8x8 D.F. #1 (THIS POST ONLY) ELEC. OVEN SET LOWER WINDOW/DOOR TO OUTSIDE OF UPPER WINDOWS OPENING (ALIGNED TRIM) 5/8" TYPE 'X' GYP GARAGE SIDE WALLS/CLG, PROVIDE PENETRATION PROTECTION PER R302.6 5 1/2" PSL VERSA-STUDS AT GREAT ROOM WALLS, TYP. REF N1 1/4" = 1'-0" Ground Floor Plan PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2015 edition as amended by the town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: RE: STRUCTURAL NOTES 6. Typical exterior wall: Fiber cement siding (RE: Elevations) on 1" rigid foam insulation (taped seams) on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide R-21 insulation in stud cavity. 1/2-inch non-rated gypsum wallboard at interior, unless otherwise noted. Typical roof: Heavy texture asphalt shingle roofing on 30# building felt on nominal 5/8-inch roof sheathing on roof framing, unless otherwise noted. Provide 2 courses of ice+water shield at eaves to min. 24" inside wall line, and 30-inches either side of valley centerline at valleys. 7. Hazard Zones Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes INTERIOR FINISH 8. Provide blocking in wall for mounting all cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DensShield® or eq. fiber reinforced backer board behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.R.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.R.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Gas furnace forced air, gas water heater. ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENERGY EFFICIENCY 20. Ensure six-sided encapsulation of insulation with sheathing, drywall or thermo-ply for all insulated cavities. 21. Seal all wall sheathing and gypsum to walls at top and bottom plates. Seal all envelope penetrations and around window and door openings with closed cell foam insulation, or equal. 22. Insulatory & air sealing of building envelope to comply with IRC Table N1102.04.1.1. 23. Recessed cans, if used, must be ICAT (Insulation Contact Air Tight) rated. DELAYED SUBMITTALS 24. Prior to inspection, submit a gas line diagram to the building division for review & approval 25. Prior to inspection, provide documentation of compliance with manuals J,S & D MAIN FLOOR - 2,015 SF LOWER FLOOR - 1,170 SF TOTAL FINISHED - 3,185 SF + GARAGE - 650 SF UTILITY - 100 SF Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS LOWER FLOOR & ROOF PLANS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 1/ A 4 . 1 1/ A 4 . 1 3/A4.1 3/A4.1 2/ A 4 . 1 2/ A 4 . 1 2/A4.0 2/A4.0 1/A4.0 1/A4.0 UP L 4' - 6 " 5' - 0 " L4'-6" 5'-0" K4'-6" 7'-0" B2 6' - 8 " 3' - 0 " B1 6' - 8 " 4' - 0 " B6 6'-8" 2'-8" B7 6' - 8 " 2' - 6 " B8 6' - 8 " 2' - 6 " B1 1 6'-8" 2'-6" B1 2 6'-8" 2'-8"B9 6' - 8 " 2' - 6 " B10 6' - 8 " 2' - 8 " M 4' - 6 " 4' - 6 " B13 6' - 8 " 6' - 0 " B3 6'-8" 5'-0" B4 6'-8" 5'-0" B15 3' - 0 " 2' - 6 " B1 4 6'-8" 2'-8" B5 6' - 8 " 2' - 8 " 2' - 6 " 14 ' - 6 " 22 ' - 0 " 2' - 6 " 7' - 1 0 " 6' - 8 " 7' - 1 " 10 ' - 5 " 4' - 6 " 28'-3"6'-2"22'-0" 3'-1"3'-1"7'-7"9'-11"4'-6" 2' - 1 " 8' - 4 " 5' - 5 " 5' - 3 " 4' - 3 1 / 2 " 1' - 3 " 1' - 1 " 3'-0"5'-8" 10 ' - 0 " 3' - 6 " 2' - 1 " 5'-2" 3'-2 1/2"7'-11 1/2" 4'-9 1/2"6'-1"12'-0" 2' - 5 " 13 ' - 1 " 3'- 4 " 7'-1 1/2"5'-7"2'-8 1/2"5'-8" 3'-1/2" 6'-1" 8'- 3 1 / 2 " 5'- 3 1 / 2 " 3'-4 1/2" 7'-4 1/2" 2'-6" 8" 3 1 / 2 " 12 ' - 8 3 / 4 " 2' - 5 " 9'-1" 4'-0"2'-4" 2' - 4 " 3' - 4 " 4' - 5 " INTERCONNECTED SMOKE ALARM, TYP. INTERCONNECTED SMOKE/CO ALARM, TYP. CRAWL ACCESS BLOCK OUT OPENING IN FND., RE: FND PLAN 5/8" TYPE 'X' GYP UNDERSIDE OF STAIR RE: STAIR SECTION FLAT FRAME 2x FURR WALL w/ R-7.5 RIGID INSUL. BTWN STUDS, THIS WALL ONLY 2x4 FURR WALLS w/ R-13 CAVITY INSUL. 2x4 FURRED WALL w/ R-13 INSUL. VINYL FACED INSUL. PINNED TO FND. WALLS AT CRAWL EXHAUST FAN, VENT TO OUTSIDE LINE OF DECK ABOVE GAS FURN. & W.H. LIN GARAGE ABOVE CRAWL SPACE CL DECK ABOVE BEDROOM #3 BEDROOM #2 TV ROOM OFFICE MECH. BATH WALK-IN BATH E.F. E.F. S S S/CO 9' CLG 9' CLG9' CLG 9' CLG 9' CLG 9' CLG HALL 9' CLG CL GAS FURN. GAS W.H. 2'-0" 4' - 0 " 1'-9 3/4"2'-0" EQ . EQ . 8/ 1 2 SL O P E GUTTERS @ ALL DRIP EDGES, FIELD VERIFY DOWNSPOUT LOCATIONS ENSURE DRAINAGE AWAY FROM FOUNDATION, TYP. 8/ 1 2 SL O P E 8/12 SLOPE 8/12 SLOPE 8/12 SLOPE 8/12 SLOPE 8/ 1 2 SL O P E 8/ 1 2 SL O P E 3/ 1 2 SL O P E 4/ 1 2 SL O P E LINEAR SOFFIT VENTS, TYP. RE: CALC. ICE&WATER SHIELD AT EAVES TO MIN. 24" INSIDE WALL LINE, 30" EITHER SIDE VALLEY CENTERLINE, TYP. 8/ 1 2 SL O P E 8/ 1 2 SL O P E 8/ 1 2 SL O P E 8/ 1 2 SL O P E 8/12 SLOPE 8/12 SLOPE 8/12 SLOPE 8/12 SLOPE RIDGE VENT, TYP. RE: CALC 2' OVERHANGS, TYP. U.O.N. HVAC VENTS THROUGH ROOF, KEEP OUT OF VALLEYS, TYP. ASPHALT SHINGLES ON MIN. 30# FELT, TYP. ASPHALT SHINGLES ON MIN. 30# FELT, TYP. ASPHALT SHINGLES ON ICE & WATER SHIELD (LOW PITCH ROOF) RAFTERS TRUSS TR U S S RA F T E R S ROOF VENTING: Attic/roof cavity area is +/- 1,635 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (5.5F) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 5.5SF x 50% = 2.75 SF (396 sq. in.) min. ventilation req'd in ridge vents. Provide ridge vent (over interior) 65 lf vent w/ min. 6 sq. in./lf SOFFIT VENT: 5.5SF x 50% = 2.75 SF (396 sq. in.) min. ventilation req'd in soffit vents. Provide cont. strip vent at all eaves - min. 50 lf Strip Vent w/ min. 8 sq. in./lf Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gap at roofline blocking continuous to ridge vent. REF N1 1/4" = 1'-0" Lower Floor2 1/8" = 1'-0" Roof Plan Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 12 8 12 8 12 8 -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 4' - 8 " 3' - 0 " 5/4 x 12 FIBER CEMENT TRIM BANDS, TYP. HORIZ. FIBER CEMENT SIDING, 5" EXP. HORIZ. FIBER CEMENT SIDING, 7" OR 8" EXP. (G.C. AVAILABLE), TYP. 4/4 x 4 FIBER CEMENT CORNER BOARDS, TYP. 4/4 x 8 FIBER CEMENT FASCIA, TYP. ASPHALT SHINGLE ROOF, TYP. UNLESS NOTED OTHERWISE TIMBER POSTS/BEAMS ENTRY ROOF 5/4x12 FIBER CEMENT TRIM BANDS, TYP. 5/4 x 4 FIBER CEMENT DOOR/ WINDOW TRIM, TYP. EXTERIOR LIGHTS TO BE 'DARK SKY' RATED, TYP. FIBER CEMENT STRAIGHT SHINGLE SIDING, TYP. COMPOSITE STONE VENEER W/ STONE WATER TABLE/CAP, TYP. FIBER CEMENT LAP SIDING 5" EXPOSURE T.O. Beam + 114'-1" T.O. Beam + 111'-0" 12 812 8 12 8 12 8 Ridge EL: 122'-10 5/8" Avg. Grade EL: 94'-4 1/4" Ridge EL: 116'-0" -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" BU I L D I N G H T . 21 ' - 7 3 / 4 " GAS F.P. DIRECT VENT DECK RAILING MIN. 36" A.F.F. ALL GAPS < 4", TYP. 8/12 METAL SHED ROOF AT BUMP-OUT 5/4x12 FIBER CEMENT TRIM BANDS, TYP. 1 1/4" = 1'-0" West Elevation 2 1/4" = 1'-0" North Elevation NOTE: ALL EXTERIOR LIGHTING TO COMPLY WITH ESTES PARK 'DARK SKY' REQUIREMENTS EXTERIOR SIDING TO HAVE A FLAME SPREAD OF CLASS III (76-200) OR BETTER GUTTERS AT ALL DRIP EDGES, DOWNSPOUTS FIELD LOCATED TO DIRECT WATER AWAY FROM STRUCTURE, TYP. Reviewed by SAFEbuilt 12/21/2022 Ice barrier required from the lowest edges of all roof surfaces to a point not less than 24" inside the exterior wall line of the building. IRC R905.1.2 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 12 8 12 8 123 -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" F.P. BUMP-OUT HORIZ. FIBER CEMENT SIDING, 5" EXP. 5/4 x 12 FIBER CEMENT TRIM BANDS, TYP. HORIZ. FIBER CEMENT SIDING, 7" OR 8" EXP. (G.C. AVAILABLE), TYP. 4/4 x 4 FIBER CEMENT CORNER BOARDS, TYP. 4/4 x 8 FIBER CEMENT FASCIA, TYP. ASPHALT SHINGLE ROOF, TYP. UNLESS NOTED OTHERWISE 5/4 x 4 FIBER CEMENT DOOR/ WINDOW TRIM, TYP. EXTERIOR LIGHTS TO BE 'DARK SKY' RATED, TYP. FIBER CEMENT SOFFIT/'BIRD BOX', STRIP VENTS, TYP 5/4 FIBER CEMENT TRIM WIDTH AS NEEDED TO FILL BTWN WINDOWS/DOOR 12 8 12 8 -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" TIMBER BEAM/ POST FRAMING5/4x12 TRIM BAND FIBER CEMENT BOARD & BATTEN SIDING, TYP. FIBER CEMENT LAP SIDING 5" EXPOSURE DECK RAILING MIN. 36" A.F.F. ALL GAPS < 4", TYP. GAS/ELEC. METERS FIELD VERIFY w/ SERVICE LINES HVAC/PLUMBING VENTS, TYP. 1 1/4" = 1'-0" East Elevation 2 1/4" = 1'-0" South Elevation Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 T.O. Wall EL: 109'-1 1/8" T.O. Wall EL: 98'-11 3/8" -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 16 R I S E R S @ 7 5 / 8 " 10 ' - 1 3 / 4 " 7 5/8" (7) T 10" NOSE-NOSE 5'-11" 3'-4"4" 1"10" 3' - 0 " 8' - 6 " ENGINEERED TRUSSES, TYP. U.O.N. 5/8" TYPE 'X' GYP UNDERSIDE OF STAIR ACOUSTIC INSUL. BTWN FLOORS, TYP. HANDRAIL 36" ABV. NOSING 1 SIDE, TYP. LOW WALL RAKE TO FOLLOW STAIRS, WOOD CAP R-49 BLOWN-IN INSUL AT BOT. CHORD OF TRUSSES, TYP. MIN. R-21 INSUL. FRICTION FIT w/ 1/4" THERMO-PLY OR EQ. WALL PIVOT LINES TIMBER FRAMED OPENING 8' CASED OPENING PANTRY STAIR LIVING (DINING BEYOND) BATH HALL UNDER STAIR STORAGE ENTRYMUD(KITCHEN BEYOND) WALK-IN CLOSET T.O. Beam EL: 111'-0" T.O. Wall EL: 109'-1 1/8" -1 Lower Floor +89'-10 1/4" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 1/4" THERMO-PLY OR EQ. FURRED AS NEEDED FOR MIN. R-21 INSULATIONPRE-ENGINEERED TRUSSESMIN. R-49 INSULATION AT BOT. CHORD OF TRUSSES, TYP. EXTERIOR WALLS R-21 CAVITY INSUL. + 1" R-5 RIGID FOAM CONTINUOUS ON OUTSIDE FACE, TYP. 1x6 T&G UNDERSIDE ENTRY ROOF FIR 'BRECK' SOFFIT G.C. OPTION: 1x6 T&G 5/8" GYP TYP. AT ROOF/CEILINGS 1/2" GYP TYP. AT FLOOR/CEILINGS ACOUSTIC INSUL. IN FLOOR/CLG, TYP. R-13 INSUL. TO T.O. FND. R-19 VINYL FACED CONT. BATT PINNED TO FND. WALLS, TYP. AT CRAWL APX. LINE OF EXIST. GRADE, TYP. PROV. 6 MIL. POLY GROUND COVER, LAP & TAPE SEAMS, TYP. ACOUSTIC INSUL. AT BEDROOMS/ BATHS, TYP. GIRDER TRUSS RE: FRAMING 2" R-10 RIGID INSUL. TO OUTSIDE FND. WALL TO MIN. 2' BELOW GRADE (AT SLAB AT GRADE ONLY) PROVIDE PROTECTION BOARD OR METAL FLASHING P.T. NAILERS AROUND DOOR/ WINDOW OPENINGS, TYP. ENTRY CRAWL LIVING BEDROOM 2BEDROOM 3 TIMBER FRAME ENTRY ROOF 2 1/4" = 1'-0" Stair Section 1 1/4" = 1'-0" EntrySection Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 12 8 12 312 8 T.O. Beam EL: 116'-10 1/4" T.O. Wall EL: 110'-1 1/8" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 1' - 6 1 / 2 " FIR 'BRECK' SOFFIT, TYP. CONT. SOFFIT VENT AT EAVES, RE: CALC G.L. RIDGE BEAM RE: FRAMING FLUSH VALLEY BEAM RE: FRAMING DIRECT VENT F.P. PER MFR. SPEC. ARCH. COLUMN AT OPENING R-38 AT CANTILEVER BOX SOFFIT, TYP. 2" R-10 RIGID INSUL. TO OUTSIDE FND. WALL TO MIN. 2' BELOW GRADE (AT SLAB AT GRADE ONLY) PROVIDE PROTECTION BOARD OR METAL FLASHING THICKENED SLAB RE: FOUNDATION ENG. JACK TRUSS ENG. RAISED-HEEL TRUSSES, TYP. CULTURED STONE HEARTH, WALLS & MANTEL AT F.P. VERIFY w/ SELECTED F.P. SPEC (ENSURE HEAT SHIELD TO TV) LIVING BEDROOM 2 BATH OFFICE DINING COVERED DECK F.P. T.O. Beam EL: 109'-1 1/8" T.O. Beam EL: 114'-3 1/8" T.O. Beam EL: 110'-3 1/4" 12 8 12 8 T.O. Wall (GARAGE ONLY) EL: 110'-1 1/8" 1 Ground Floor +100'-0" RAILING MIN. 36" A.F.F. ALL GAPS <4" RAFTER ROOF TIMBER POST/BEAMS GARAGECOVERED PATIO COVERED DECK ENGINEERED JACK TRUSSES 12 8 T.O. Wall (GARAGE ONLY) EL: 110'-1 1/8"T.O. Wall EL: 109'-1 1/8" -1 Lower Floor +89'-10 1/4" 1 Ground Floor +100'-0" 6 MIL. POLY GROUND COVER, LAP & TAPE SEAMS, TYP. PROVIDE TRANSFER GRILLS TO CRAWL FOR CONDITIONED SPACE 5/8" TYPE 'X' GYP GARAGE SIDE, TYP. ENGINEERED TRUSSES, TYP. RIDGE VENT, TYP. RE: CALC. R-21 INSUL. AT GARAGE WALL FLAT FRAME FURRED WALL w/ R-7.5 RIGID INSUL. P.T. NAILERS AROUND DOOR/ WINDOW OPENINGS, TYP. CRAWL (CONDITIONED) GARAGEMASTERENTRYCL STAIR 1 1/4" = 1'-0" Dining-Living Section 3 1/4" = 1'-0" Garage-Deck Section 2 1/4" = 1'-0" Garage-Master Section Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS DOORS & WINDOWS 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 DOOR SCHEDULE ID 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 Qty. Ea. Bldg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Leaf Dimensions 3'-0"×8'-0" 9'-0"×8'-0" 9'-0"×8'-0" 3'-0"×6'-8" 3'-0"×6'-8" 6'-0"×8'-0" 3'-0"×8'-0" 3'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-4"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 4'-0"×6'-8" 3'-0"×6'-8" 5'-0"×6'-8" 5'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 6'-0"×6'-8" 2'-8"×6'-8" 2'-6"×3'-0" Frame Width 6 9/16" N/A N/A 6 9/16" 6 9/16" 6 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" Frame Material WD N/A N/A WD WD CLAD WD CLAD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material F.G. INSUL. MTL. INSUL. MTL. F.G. F.G. CLAD WD CLAD WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-1 HW-8 HW-8 HW-1 BY MFR BY MFR BY MFR HW-7 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-3 HW-3 HW-3 HW-4 HW-5 HW-4 HW-5 HW-2 HW-5 HW-5 HW-2 HW-3 HW-3 HW-2 HW-3 HW-4 HW-3 HW-3 HW-6 HW-2 HW-2 Style HALF LITE TBD TBD TBD FULL LITE FULL LITE FULL LITE 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL HALF LITE 2 PANEL HALF LITE 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL 2 PANEL FLAT PANEL Location ENTRY GARAGE O.H. GARAGE O.H. GARAGE/PATIO LAUNDRY/PATIO DINING LIVING GARAGE/HOUSE MUD/LAUNDRY MUD CLOSET MUD/HALL MUD/KITCHEN PANTRY COATS POWDER ROOM MASTER BDRM MASTER BATH WATERCLOSET LINEN WALK-IN CLOSET MECHANICAL TV OFFICE LINEN BEDROOM 2 BEDROOM 2 BATH BEDROOM 3 CLOSET BATH VANITY BATH / W.C. BDRM3/VANITY BEDROOM 3 BEDROOM 3 CLOSET UNDER STAIR STORAGE CRAWL Notes 1' SIDELITE PATIO DOOR PATIO DOOR PATIO DOOR 20MIN. SELF CLOSING POCKET DOOR POCKET DOOR PAIR 1'-6" DOORS POCKET DOOR PAIR 2'-6" DOORS POCKET DOOR STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP Window Schedule ID A B C D E F G H I J K L M N Width 3'-0" 7'-6" 2'-0" 2'-0" 3'-0" 3'-0" 9'-6" 3'-0" 7'-0" 5'-0" 7'-0" 5'-0" 4'-6" 2'-0" Height 3'-6" 5'-0" 2'-0" 3'-6" 4'-0" 2'-0" 7'-0" 2'-0" 5'-6" 4'-0" 4'-6" 4'-6" 4'-6" 3'-6" Quantity 1 2 2 1 2 2 1 5 1 1 1 2 1 1 Head Height 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 10'-6" 8'-0" 10'-6" 8'-0" 8'-0" 7'-0" 7'-0" 7'-0" 8'-0" MULLED UNITS -- (2) 2'x5' (1) 3'6"x5' - -- -- -- 9'6"x5'3" / (2)4'9"x1'9" -- (2) 1'9"x5'6" (1) 3'6"'x5'6" (2) 2'6"x4'0" (2) 1'9"x4'6" (1) 3'6"x4'6" (2)2'6"x4'6" -- -- TYPE FIXED CASE-FIX-CASE CASE CASE CASE FIXED FIX/ (2) AWN FIXED CASE-FIX-CASE CASE-CASE CASE-FIX-CASE CASE-CASE CASE CASE TEMPERED NO > 60" SILL -- -- -- -- -- -- -- -- -- -- -- -- -- LOCATION ENTRY STAIR MASTER WALK-IN POWDER LIVING LIVING HIGH LIVING LIVING HIGH DINING KITCHEN OFFICE BEDROOM 2/ OFFICE BEDROOM 3 GARAGE NOTES EMERGENCY EGRESS SDL RE: ELEVATIONS SDL RE: ELEVATIONS EMERGENCY EGRESS EMERGENCY EGRESS Generated by REScheck-Web Software Compliance Certificate Project Friedman Residence Energy Code:2018 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:3,185 ft2 Glazing Area 13% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 2010 Cherokee Dr Estes Park, CO 80517 Owner/Agent: Friedman 2010 Cherokee Dr Estes Park, CO 80517 Designer/Contractor: Dallman Construction Estes Park, CO 80517 Permit Number: Compliance: Passes using UA trade-off 13.0% Better Than Code Maximum UA:424 Your UA:369 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Rafter Roof/Ceiling: Cathedral Ceiling 275 38.0 0.0 0.027 0.026 7 7 Truss roof/ceilings: Raised or Energy Truss 1,920 49.0 0.0 0.020 0.026 38 50 Exterior Framed Walls: Wood Frame, 16" o.c.2,996 21.0 5.0 0.043 0.060 109 152 Entry Doors: Solid Door (under 50% glazing)47 0.290 0.300 14 14 Patio Doors: Glass Door (over 50% glazing)72 0.290 0.300 21 22 Windows: Wood Frame 338 0.280 0.300 95 101 Garage/House Walls: Wood Frame, 16" o.c.234 21.0 0.0 0.057 0.060 12 13 Garage/House Door: Solid Door (under 50% glazing)20 0.200 0.300 4 6 Cantilever: All-Wood Joist/Truss 10 38.0 0.0 0.026 0.033 0 0 Slab at grade: Slab-On-Grade (Unheated) Insulation depth: 2.0'70 10.0 0.540 0.540 0 0 Basement Walls - 2x4 Furred: Solid Concrete or Masonry Wall height: 6.0' Depth below grade: 5.5' Insulation depth: 6.0' 920 13.0 0.0 0.061 0.050 56 46 Project Title: Friedman Residence Data filename:Page 1 of 2 08/08/22Report date: Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Basement Wall - Flat Furred: Solid Concrete or Masonry Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' 120 7.5 0.0 0.066 0.050 8 6 Crawl Walls: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' 240 0.0 19.0 0.045 0.055 5 7 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Friedman Residence Data filename:Page 2 of 2 08/08/22Report date: 8-8-22Jayson McMurren - RA, Bas1s Architecture 1 NTS Opening Flashing HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR SPRING HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW- 3 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW- 4 - POCKET DOORS 1 HEAVY DUTY 'JUMP-PROOF' POCKET DOOR TRACK 1 POCKET DOOR LATCH w/ FLUSH PULLS EACH SIDE HW- 5 - PAIR DOORS 3 PR BUTT HINGES 1 EA LEAF BALL CATCH HARDWARE SET 1 EA LEAF PULL 2 WALL BUMPERS HW- 6 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 7 - GARAGE ENTRY 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 SMOKESEAL 1 WALL BUMPER HW- 8 - OVERHEAD 1 OVERHEAD DOOR TRACK 1 OPERATOR 1 BOTTOM SEAL SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD NOTE WINDOWS BASED ON FIBERGLASS OR WOOD FRAME, DOUBLE GLAZED LOW E GLASS WINDOWS TO MEET OR EXCEED U-FACTOR RATING LISTED IN RESCHECK ENERGY CALC. NOTE EXTERIOR DOORS TO MEET OR EXCEED U-FACTOR RATING LISTED IN RESCHECK ENERGY CALC. Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S1.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS FOUNDATION 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 8" 2' - 0 " RE: FND. PLAN RE: FND. PLAN RE: FND. PLAN RE : F N D . P L A N 30 " M I N . B E L O W G R A D E 4" M I N . 1'-4" 8" 8" 4'-2" 8" 1' - 0 " 6' - 1 0 ' R E T A I N I N G 2" 2'-10"1'-4" 3" RE : F N D . P L A N (2) #4 CONTINUOUS TOP & BOTTOMUNDISTURBED SOIL ANCHOR BOLT PER SIMPSON TIE-DOWN 2x PT MUDSILL WITH GASKET OR POST BASE, RE: FND PLAN 4" REINFORCED CONC. SLAB ON MIN. 4" GRAVEL BED VERT. #4 @ 32" o.c. HORIZ. BAR, RE: FND PLAN UNDISTURBED SOIL 1/2"x10" ANCHOR BOLT AS NOTED 2x PT MUDSILL WITH GASKET 4" REINFORCED CONC. SLAB ON MIN. 4" GRAVEL BED (2) #4 CONTINUOUS UNDISTURBED SOIL 2'-0" x 6" #4 HOOK DOWEL @ 32" o.c. CONT. HORIZ. #4 @ 18" o.c. VERT. #4 @ 32" o.c. 1/2"x10" ANCHOR BOLT w/ 3"x3"x3/16" WASHERS @ 32" o.c. 2x6 PT MUDSILL WITH GASKET 6 MIL. GROUND COVER OVERLAP & TAPE SEAMS #5 BARS @ 18" o.c. UNDISTURBED SOIL VERT. #5 @ 18" o.c. LAP VERT. BARS 24" MIN. HORIZ. #5 @ 18" o.c. (6) #4 BAR CONT. HORIZ. FLOOR HUNG OFF FOUNDATION WHERE INDICATED RE: S2.0 ROLLED SLAB EDGE TYPICAL FOUNDATION WALL THICKENED SLAB RETAINING FOUNDATION WALL 1/ A 4 . 1 1/ A 4 . 1 3/A4.1 3/A4.1 2/ A 4 . 1 2/ A 4 . 1 2/A4.0 2/A4.0 1/A4.0 1/A4.0 4' - 0 " 25 ' - 0 " 14 ' - 6 " 19 ' - 0 " 4' - 1 " 2' - 0 " 7' - 8 " 2' - 0 " 11'-1 1/2" 3'-0"19'-0"3'-0"23'-0"12'-5 1/2" 6" 9' - 1 0 " 14'-0" 2' - 6 " 14 ' - 6 " 22 ' - 0 " 28'-3"6'-2"22'-0" 11 ' - 6 " 7' - 0 " 10'-3 1/4"12'-5 1/4"11'-11 3/4"5'-1"8'-2 3/4" 10 ' - 4 " 10 ' - 4 " 10 ' - 4 " 11"6'-11 1/4" 4' - 7 1 / 2 " 11 " 8' - 9 " 11 " 2'-0" 2' - 0 " 8' - 0 " 14'-10" 15 ' - 1 1 " 15'-6" 1' - 4 " 20 ' - 4 " 2' - 0 " 12 ' - 0 " 13 ' - 2 " 2' - 0 " 4' - 7 " 2' - 0 " 13 ' - 5 " 6'-11 1/2"2'-0"5'-0"2'-0"17'-6" 11 ' - 1 0 " 2' - 0 " 2' - 9 3 / 4 " 7'- 3 / 4 " 2' - 0 " 7 1 / 2 " 13'-10" 8' - 4 " 21'-1/4" 7'-1"7'-1" R 20'-0" 2% SLOPE 2% SL O P E 2% SL O P E 2% SLOPE SLOPE GARAGE SLAB TO CENTER DRAIN, RUN TO DAYLIGHT RETAINING WALL FOOTING, RE: DETAILS APX. EXIST. GRADE - 98'-6" APX. FIN. GRADE - 99'-6" 10" DIA. CONC. PIER ON BIGFOOT BF24 w/ #4 VERT. TO MIN. 30" BELOW FIN. GRADE, PROVIDE SIMPSON AB88 BASE, TYP. OF 3 T.O. SLAB AT BASEMENT 89'-10 1/4" DROPPED FND. WALL FOR ROLLED SLAB EDGE AT O.H. DOORS T.O. SLAB AT GARAGE 100'-0" T.O. SLAB AT PATIOS 99'-11" T.O. SLAB AT PATIOS 99'-11" 2'x2' PIER OR 24" BIGFOOT w/ MIN. 10" PIER TO MIN. 30" BELOW GRADE AT POST BEARING (MONO-POUR TO SLAB) PROV. ABU88 POST BASE ROLLED SLAB EDGE OVER RETAINING WALL, PROV. 1/4" CHAMPFER REVEAL PROV. ABU88 POST BASE 2x2 PIER AT SLAB EDGE AT POST BEARING #4 HOOPS AT 16" O.C. VERT. #4 EA. CORNER PROV. ABU66 POST BASE APX. EXIST. GRADE - 98'-3" APX. FIN. GRADE - 99'-6" APX. EXIST. GRADE - 94'-6" APX. FIN. GRADE - 94'-0" APX. EXIST. GRADE - 92'-0" APX. FIN. GRADE - 91'-0" APX. EXIST. GRADE - 89'-9" APX. FIN. GRADE - 89'-6" APX. EXIST. GRADE - 93'-6" APX. FIN. GRADE - 89'-8"APX. EXIST. GRADE - 94'-6" APX. FIN. GRADE - 98'-0" APX. EXIST. GRADE - 94'-0" APX. FIN. GRADE - 93'-0" PROVIDE SIMPSON AB88 BASE IN T.O. CONC. RETAINING WALL, TYP. OF 3 APX. EXIST. GRADE - 97'-3" APX. FIN. GRADE - 99'-0" APX. EXIST. GRADE - 95'-0" APX. FIN. GRADE - 97'-9" BLOCK-OUT FOR CRAWL DOOR MAX 3' A.F.F., HOG OUT FOR CRAWL ACCESS AS NEEDED STEP T.O. FND., FIELD VERIFY STEP LOCATIONS WITH EXISTING GRADE, TYP. APX. EXIST. GRADE - 97'-0" APX. FIN. GRADE - 97'-6" SIMPSON STHD10 SIMPSON STHD10 SIMPSON HHDQ11-SDS2.5 ON MIN. 4x6 POST SIMPSON STHD10 SIMPSON HHDQ11-SDS2.5 ON MIN. 4x6 POST APX. EXIST. GRADE - 92'-6" APX. FIN. GRADE - 89'-0" APX. EXIST. GRADE - 93'-0" APX. FIN. GRADE - 89'-6" APX. EXIST. GRADE - 93'-6" APX. FIN. GRADE - 92'-0" APX. EXIST. GRADE - 94'-9" APX. FIN. GRADE - 93'-0" APX. EXIST. GRADE - 96'-6" APX. FIN. GRADE - 96'-0" SIMPSON STHD10 SIMPSON STHD14 SIMPSON STHD14 SIMPSON STHD10 SIMPSON STHD10 SIMPSON STHD10 SIMPSON HHDQ14-SDS2.5 ON MIN. 6x6 POST APX. EXIST. GRADE - 93'-6" APX. FIN. GRADE - 93'-8" APX. EXIST. GRADE - 93'-6" APX. FIN. GRADE - 92'-6" APX. EXIST. GRADE - 93'-6" APX. FIN. GRADE - 90'-0" SIMPSON HHDQ14-SDS2.5 ON MIN. 4x8 POST, PROVIDE EITHER 1" GALV. THREADED ROD + SIMPSON AT-XP, MIN. 12" EMBED OR CAST-IN-PLACE SIMPSON PAB8 OR EQ. MIN. 10" EMBED, PROVIDE MIN. 18" THICKENED SLAB FOR BOLTS SIMPSON STHD10 FULL-WIDTH MUDSILL AT FULL-HT. WALLS SIMPSON HDU11-SDS2.5 3'x3'x10" PAD w/ (4) #4 BAR EA. WAY 3"x6"x1/4" BASE PLATE AT POST, 1/2"x6" BOLT EA. SIDE ROLLED SLAB EDGE OVER RETAINING WALL, PROV. 1/4" CHAMPFER REVEAL PROV. ABU88 POST BASE 4" REINFORCED CONC. SLAB ON COMPACTED FILL, W2.5x2.5 WELDED WIRE MESH MID-DEPTH SLOPE SLAB APX. 2% TO DRAIN 4" REINFORCED CONC. SLAB ON COMPACTED FILL, W2.5x2.5 WELDED WIRE MESH MID-DEPTH, FLAT SLAB (T . O . W A L L = 9 9 ' - 6 " ) [T . O . F O O T I N G = 9 7 ' - 0 " ] 4" CONC. ON COMPACTED FILL ROLLED EDGE TO GRADE 4" CONC. ON COMPACTED FILL ROLLED EDGE TO GRADE (T . O . W A L L = 9 9 ' - 6 " ) [T . O . F O O T I N G = 9 7 ' - 0 " ] (T.O. WALL = 99' - 9 3/4") [T.O. FOOTING = 89' - 6"] (T.O. WALL = 98' - 9 7/8") [T.O. FOOTING = 89' - 6"] (T . O . W A L L = 8 9 ' - 1 0 1 / 4 " ) [T . O . F O O T I N G = 8 7 ' - 4 1 / 4 " ] 6 MIL POLY GROUND COVER TO T.O. FOOTINGS, LAP & TAPE SEAMS, TYP. (95' - 0") (T.O. WALL = 100' - 0") [T.O. FOOTING = 96'-6") (T.O. WALL = 97' - 0") [T.O. FOOTING = 89' - 6"] (T . O . W A L L = 9 4 ' - 0 " ) [T . O . F O O T I N G = 8 9 ' - 6 " ] (T.O. WALL = 99' - 9 3/4") [T.O. FOOTING = 89' - 6"] (9 8 ' - 9 7 / 8 " ) [9 5 ' - 0 " ] (T . O . W A L L = 9 6 ' - 6 " ) [T . O . F O O T I N G = 9 3 ' - 0 " ] (9 7 ' - 6 " ) [9 5 ' - 0 " ] (T.O. WALL = 94' - 6") [T.O. FOOTING = 92' - 0"] (T.O. WALL = 93' - 0") [T.O. FOOTING = 90' - 0"] (T.O. WALL = 91' - 6") [T.O. FOOTING = 88' - 0"] (92' - 0") [89' - 6"] (T89' - 10 1/4") [87' - 4 1/4"] (9 3 ' - 0 " ) (93' - 0")(95' - 0")(94' - 0") NOTE HOLDDOWNS NOTED TO LINE UP WITH WALL CORNERS OR DOOR/WINDOW KING/TRIMMER STUDS RE: PLANS FOR DOOR/WINDOW LOCATIONS (T . O . W A L L = 9 4 ' - 0 " ) [T . O . F O O T I N G = 8 7 ' - 0 " ] (T.O. WALL = 93' - 0") [T.O. FOOTING = 87' - 0"] (T . O . W A L L = 9 9 ' - 3 " ) [T . O . F O O T I N G = 9 3 ' - 0 " ] (99' - 3") [94' - 6"] REF N 1 3/4" = 1'-0" Foundation Details 2 1/4" = 1'-0" Foundation 2015 IRC FOOTING AND FOUNDATION NOTES FOUNDATION DESIGN 1. Design of footings is based upon an assumed allowable soil bearing pressure of 2,000 pounds per square foot on decomposed granite bedrock below frost depth. 2. Footing elevations indicated are based upon estimated grades. The Excavation contractor shall ensure depth of footing excavation is sufficient to ensure placement of footing s on natural, undisturbed soil or bedrock and below frost depth of 30-inches. All footing, thickened slab and bearing pads should be set back a minimum of 1 foot for each vertical foot of cut 3. Provide continuous reinforcing at footing and wall steps and ones detailed. REINFORCED CONCRETE 4. All structural concrete shall develop a minimum 28-day compressive strength of 3000 psi. Fc = 3,000 psi @ 28 days with 5% air (+/- 1.5%) 5. Place concrete continuously without horizontal cold joints. 6. Provide sawcut control joints in slab at 10' O.C. max, each direction. Minimum depth = 1" REINFORCING STEEL 7. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the 'Manual of Standard Practice for Detailing Reinforced Concrete Structures' - ACI 315. 8. All reinforcing shall be deformed bars conforming to ASTM A-615, Grade 60, except ties, which shall be deformed bars, Grade 40. 9. At splices in reinforcing, lap bars 36 diameters. At corners, make horizontal bars continuous or provide corner bars. 10. Vertical reinforcing: # 4 bars as detailed on drawings 11. Horizontal reinforcing: #4 bars as detailed on drawings. 12. Minimum concrete protection for reinforcement shall be in accordance with ACI 318 and as follows, u.o.n. Concrete poured against earth: 3-inches Concrete in forms: 2-inches Slabs: 3/4-inches 13. Welded-wire fabric shall conform to ASTM specification A-185, Grade 65 and shall be lapped one full mesh at side and end splices and wired together. 14. Provide all accessories necessary to support reinforcing. All reinforcing shall be held securely in proper position in accordance with ACI 318. 15. All bolts (including anchor bolts) shall comply with ASTM A307. Structural steel members, including plates and angles, shall be ASTM A36. Anchor bolts shall be spaced as detailed, but not more that (1) one foot from corners. DRAINAGE AND BACKFILLING 16. All foundations require subsoil drainage system, per IRC R405, and are considered part of the foundation design. Provide a 4-inch diameter perforated PVC footing drainpipe at perimeter of foundation. Surround pipe with minimum 12-inches of washed, rounded gravel, minimum size = 3/4-inch diameter. Drain to daylight. Subsoil drain water shall not discharge into the public sewer system. 17. Damp proof exterior walls with emulsified asphalt damp- proofing or Deco-20 acrylic coating. 18. Ensure a minimum 2% perimeter grade slope away from the building on all sides. 19. Backfill equally on both sides of walls in 12-inch vertical lifts. Compact backfill under exterior and interior slabs. Do not backfill foundation walls greater than 4-feet high unless braced by floor system or other approved bracing method. Compact backfill to 95% standard proctor, ASTM 698. 20. Aggregate base under slab to be 4-inches washed pea gravel - 3/8-inch minimum to 3/4-inch maximum diameter. SPECIFICATIONS 21. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level: +/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet. 22. Foundation wall tolerance = level: +/-1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet; plumb: +/-1/4-inch in 8 feet. 23. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall maximum. 24. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS FRAMING 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 1/ A 4 . 1 1/ A 4 . 1 3/A4.1 3/A4.1 2/ A 4 . 1 2/ A 4 . 1 2/A4.0 2/A4.0 1/A4.0 1/A4.0 P. T . 2 x 1 0 J O I S T S @ 1 6 " o . c . 11 7/8" RFPI 40's @ 16" o.c. 9 1/2" RFPI 40's @ 16" o.c. P.T. 2x10 JOISTS @ 16" o.c. BRACED WALL LINE BR A C E D W A L L L I N E BR A C E D W A L L L I N E BR A C E D W A L L L I N E BRACED WALL LINE BR A C E D W A L L L I N E B.W.L. B.W.L. BEARING INTERIOR WALLS BELOW, TYP. PREFAB STAIR FRAMING OR MIN. 14" LVL STRINGERS STAIR LANDING 2x10's @ 16" o.c. FULL HT. FOUNDATION WALL SIMPSON ITS HANGER ON FULL WIDTH SILL PLATE, TYP. SIMPSON LUS26 OR EQ. EA. END JOISTS, TYP. SIMPSON HUC210-3 EA. END OF BEAM, TYP. SIMPSON DTT1Z (KIT) INTO TOP PLATE, EA. END + MIDSPAN SIMPSON DTT2Z (KIT) EA. SIDE OF GALVANIZED 1/2" ALL-THREAD, ATTACHED TO SIDE OF JOIST/RIM, EA. END VERIFY LAYOUT w/ IN-FLOOR PLUMBING FIXTURES, TYP ZERO-ENTRY SHOWER DROP FRAMING AT SHOWER LSL RIM, TYP. P.T. NAILER ATTACHED TO EDGE OF PATIO w/ (2) 1/2" EXPANSION BOLTS @ 48" O.C. 3" SCH.40 STL PIPE / ADJUSTABLE COLUMN. (MIN. 12K), PROV. 6x6x1/4" TOP PLATE, NAIL TO SOLID BLOCKING BETWEEN FLOOR (8x8 TIMBER POST AT MAIN FLOOR) 1/2" OSB 1-SIDE OF INTERIOR SHEAR WALL RUN TO UNDERSIDE OF FLOOR SHEATHING, 2" O.C. NAILING (ALIGN WITH SHEAR WALL ABOVE) CMSTC16 STRAP, TYP. OF 2 THIS WALL CMST12 STRAP EA. END CMSTC16 STRAP, TYP. OF 2 THIS WALL CMSTC16 STRAP, TYP. OF 2 THIS WALL P.T. 2x10 LEDGER (3) LEDGER LOK EA. STUD (16" O.C.) PROVIDE 'Z' FLASHING OVER TOP EDGE, TYP. SIMPSON CMST14 STRAP EA. END (2 ) 2 x 1 0 HD R STAIR LANDING 3/4" OSB 3/4" T&G EXP. 1 OSB FLOOR SHEATHING 1x6 COMPOSITE DECKING 1x6 COMPOSITE DECKING (2) 2x10 HDR (2) 2x10 HDR (2 ) 2 x 1 0 HD R (2) 9 1/2" LVL HDR (2) 2x10 HDR (2) 2 x 1 0 HD R (2) 2x10 HDR (2) 2x8 HDR (2 ) 1 1 7 / 8 " L V L (F L U S H ) (2 ) 1 1 7 / 8 " L V L (F L U S H ) (2 ) 1 1 7 / 8 " L V L (F L U S H ) (2) 11 7/8" LVL (FLUSH) (2) 11 7/8" LVL (FLUSH) (2 ) 1 1 7 / 8 " L V L (F L U S H ) (3) 2X10's PRESSURE TREATED (P.T.) (FLUSH) (2) 9 1/2" LVL BEAM (DROPPED) (2) 2x8 HDR (2) 2x8 HDR (3 ) 2 X 1 0 ' s P . T . (F L U S H ) 1 1 / 2 " WALL SHEATHING METAL FLASHING OVER T.O. LEDGER w/ DRIP EDGE P.T. LEDGER, ATTACH TO RIM, TYP. U.O.N. RE: STRUCT. JOIST HANGER, RE: STRUCT. DECKING BUILDING WRAP LAP OVER METAL FLASHING, TAPE WRAP ONTO FLASHING RIGID INSUL, TAPE SEAMS, TYP. SIDING, RE: ELEVATIONS FLEX FLASHING BEHIND LEDGER, LAP OVER RIGID INSUL. BELOW T.O. DECKING +/- 1" BELOW INSIDE FINISH FLOOR LEDGER DETAIL STRAP RE: BRACED WALL PLAN BLOCKING IN FLOOR UPPER WALL LOWER WALL SHEATHING/ GYP NOT SHOWN FOR CLARITY BRACED WALL STRAPPING DETAIL 1 1/4" = 1'-0" Framing2 1 1/2"= 1'-0" Deck Ledger 3 3/4" = 1'-0" Braced Wall Straps IRC 2021 STRUCTURAL FRAMING NOTES DESIGN LOADS: Seismic: Category B Floor & Deck: 40 psf Uninhabitable Storage: 30 psf Roof : 70 psf (7,000 < 8,000) (Ground Snow Load) Dead: 15 psf Wind: Exposure Class C 169 mph V-ult, 3 Second Gusts STRUCTURAL STEEL 1. Structural steel members, including plates and angles, shall conform to ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. 2. Structural steel shall be detailed and fabricated in accordance with the AISC Manual for Steel Construction, current edition. STRUCTURAL WOOD FRAMING 3. Provide temporary bracing to withstand all construction and wind loads until all field connections are completed. 4. All 2-inch framing and truss lumber shall be dry (max moisture content = 19%) Hem-fir No. 2 or better, graded by Western Wood Products Association, unless otherwise noted. Solid timber beams and posts shall be Douglas Fir-larch No. 1 or better. 5. All studs shall be Hem-fir No.2 or better. Top and bottom plates to be Hem-fir No. 2 or better. Wall studs shall be continuous from floor to bearing elevation. 6. Within floor joist cavities beneath solid or built-up columns, provide squash blocking of area equivalent to area of column above. 7. Provide fire-blocks per I.R.C. Section R302.11. 8. Fasten wood members with common nails according to the requirements listed in the I.R.C. Fastening Schedule, Table R602.3(1). Anchor engineered wood joists to supports with framing anchors indicated. 9. All exterior walls to be 2x6 studs @ 16" o.c. unless otherwise noted. All posts for headers in exterior walls shall be two (2) trim studs plus two (2) king studs unless otherwise noted. All beam hangers on exterior walls to have stud-pack behind to width of hanger and per hanger specifications. All Rafters with nominal height of 10" and higher to have solid 2x lateral blocking at roof/wall lines per R802.8. Allow min. 1" air space above roof blocking for ventilation. 10. All multiple member beams, header, and posts shall be glued and nailed together, unless otherwise noted. All posts for beams shall be multiple studs to equal or exceed the width of the member, u.o.n. 11. All plates and sills for exterior and interior walls rising on concrete shall be treated wood. Provide sill gasket at exterior locations. Columns and posts located on concrete pads shall be treated wood unless a pedestal conforming to I.R.C. Section R317.1.4 is used. 12. Anchor roof framing to supports with minimum 18ga galvanized framing anchors, or as noted. 13. A Professional Engineer, registered in the State of Colorado, shall design roof trusses, if any, to support all applicable loads, including full uniform live and dead loads and superimposed loads. The Fabricator shall determine web arrangement and member forces. Stresses shall not exceed those allowed in the I.R.C. 14. Truss manufacturer shall specify and provide all truss to truss connections and wind anchors.Provide bracing and bridging for stability of trusses per the fabricator's recommendations per IRC R802.10.3 15. Engineered truss drawings shall be submitted to the design professional of record for review & approval. Prior to framing inspection a stamped statement from the design professional of record shall be submitted to the building division acknowledging the truss submittals are compatible with the design of the building or structure. Ensure adequate time is provided for review, comment and revisions if required. FLOOR AND WALL SHEATHING 16. Wood sheathing materials and installation shall comply with the recommendations of the American Plywood Association. Each panel shall be identified with the grade-trademark of the APA and shall meet the requirements of U.S. Products Standard PS - 1 for plywood. 17. Glue all floor sheathing to floor joists with adhesive. Attach floor sheathing with 8d ring -shank nails @ 6-inches o.c. at panel edges and 12-inches o.c. at intermediate supports. 18. Fasten 7/16" Exposure 1, 24/16 span rated wall sheathing to exterior side of exterior walls with 8d nails or approved equal at 4" o.c. at panel edges and 12"o.c. in field, UNLESS NOTED OTHERWISE (RE: BRACED WALL PLAN). ***All panel edges of ALL wall lines to be blocked and nailed.*** ***Install wall sheathing horizontally - EXCEPT that Norboard Windzone/ Quakezone Rated Sheathing may be installed vertically where panel extends continuously from mudsill to wall plate. *** Wall sheathing must fully overlap floor system and door and window opening framing with no vertical seams at window and door corners. Fasten roof sheathing with 8d nails at 4" o.c. max. 19. Sheath the interior side of exterior walls with 1/2-inch regular gypsum wallboard. Fasten with 5d wallboard nails, or 1 1/4-inch no. 6 type W drywall screws in accordance with I.R.C. 602.3(1), using 7-inch o.c. at edge & 12-inch o.c. in field, framing spacing guidelines, unless otherwise noted. 20. Sheath both sides of interior stud partitions with 1/2-inch gypsum wallboard, unless otherwise noted. Attach wallboard to studs at 7-inches o.c. STRUCTURAL GLUED-LAMINATED TIMBER 21. Materials, manufacturer and quality control shall be in conformance with American National Standard ANSI/AITC A190.1-1992. 22. Lumber shall be stress graded to provide members with AITC combination symbols 24F-V4 for simple spans and 24F-V8 for multiple spans. Install 24F-V4 members such that tension side is on the bottom. 23. All members shall be Architectural Appearance Grade. 24. Adhesives shall meet the requirements for wet conditions of service. 25. All members shall have zero camber. SPECIFICATIONS 26. Floor level tolerance = width: +/- 1/2-inch 24 feet. 27. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 28. Rough opening tolerance = +/-1/4-inch of actual dimensions. 29. Door and window installation tolerance = +/-1/8-inch off plumb, +/-1/8-inch out of square. All exterior doors shall be installed plumb and square with no wracking. Reviewed by SAFEbuilt 12/21/2022 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ROOF FRAMING 10/10/22 CD Da l l m a n C o n s t r u c t i o n C o 20 1 0 C h e r o k e e D r Es t e s P a r k , CO 80 5 1 7 A R C H I T E C T U R E P . C . Fr i e d m a n R e s i d e n c e 10/10/2022 1/ A 4 . 1 1/ A 4 . 1 3/A4.1 3/A4.1 2/ A 4 . 1 2/ A 4 . 1 2/A4.0 2/A4.0 1/A4.0 1/A4.0 2x12 RAFTERS @ 24" o.c. 2x 1 2 R A F T E R S @ 2 4 " o . c . ENGINEERED ENERGY TRUSSES @ 24" o.c. EN G I N E E R E D F L A T - B O T T O M T R U S S E S @ 2 4 " o . c . 2x 8 R A F T E R S @ 2 4 " o . c . 2x6's @ 24" o.c. EN G I N E E R E D E N E R G Y T R U S S E S @ 2 4 " o . c . OVERF R A M E T R U S S E S @ 2 4 " o . c . ENGINEERED TRUSSES @ 24" o.c. BRACED WALL LINE B.W.L. 2" O.C. NAILING B.W.L. 2" O.C. NAILING BR A C E D W A L L L I N E 2" O . C . N A I L I N G B. W . L . B. W . L . B. W . L . B.W.L. B. W . L . B. W . L . B.W.L. PO R T A L F R A M E W A L L RE : D E T A I L 2 TRIMMERS, 2 KING STUDS (2T2K), TYP. UNLESS NOTED OTHERWISE (U.N.O) 6x6 D.F. #1 KINGPOST RIDGE BEAM TO CROSS BEAM 8x8 D.F. #1 POSTS, TYP. (4) 6x6 D.F. #1 POSTS, THRU-BOLT CONNECT TO BEAM, RE: DETAIL, PROV. SIMPSON ABU66 POST BASE EA. POST (3) 5 1/2" LVL STUDS TRIMMERS BTWN UPPER WINDOWS CONT. HEADER OVER TOP WINDOWS 2x6 INFILL BETWEEN WINDOWS SIMPSON LS90 ANGLE BRACKET 1-SIDE OF RAFTERS AT VALLEY BEAM BEARING POST TO FND. DROPPED TOP CHORD EAVE TRUSS DROPPED TOP CHORD EAVE TRUSS DROPPED TOP CHORD EAVE TRUSS DROPPED TOP CHORD EAVE TRUSS DROPPED TOP CHORD EAVE TRUSS RAKE WALL RAKE WALL 1/2" OSB 1-SIDE OF INTERIOR SHEAR WALL, 2" O.C. NAILING LADDER BLOCK TO TRUSSES @ 16" O.C. (NOTE LOCATION OF VENTS) 2x6 OUTLOOKERS, TYP. TIE-DOWNS BY TRUSS MFR., TYP. SIMPSON HWP HANGER GAP AT RIDGE SHEATHING FOR VENT HANGER BY TRUSS MFR. INT. BEARING WALL, TYP. ALT. OPTION - GIRDER TRUSS INT. BEARING WALL, TYP. 6x6 D.F. #1 KING POST SIMPSON UA10.5 HANGER 3T2K TYP. @ GARAGE DOORS SIMPSON UA10.5 HANGER SHADING OF OVERFRAME, TYP. SIMPSON HGA10 TIE-DOWNS @ PORCH RAFTERS, TYP. SIMPSON HGA10 TIE-DOWNS @ PORCH RAFTERS, TYP. TIMBER POST/BEAM CONNECTIONS TYPICAL SCREW CONNECTION RE: DETAIL 5 1/2" PSL VERSA-STUDS AT GREAT ROOM WALLS, TYP. TRUSS OFFSET FROM WALL FOR VENT RUNS (3) 1 1 1 / 2 " L V L VA L L E Y (FL U S H ) (3) 7 1/2" LVL HDR 6x12 D.F. #1 (DROPPED) 6x12 D.F. #1 (DROPPED) 6x 1 2 D . F . # 1 (D R O P P E D ) 6x 1 2 D . F . # 1 (D R O P P E D ) 6x 1 2 D . F . # 1 RI D G E B E A M 6x12 D.F. #1 (DROPPED) 6x12 D.F. #1 (DROPPED) 6x 1 2 D . F . # 1 (D R O P P E D ) (2) 2x8's HDR (2) 2x8's HDR (2) 2x8's HDR (2) 2x8's HDR (2) 2x8's HDR (2 ) 7 1 / 2 " L V L HD R (3 ) 1 1 7 / 8 " L V L HD R 6 3/4"x24" G.L. (DROPPED) (2) 9 1/2" LVL HDR (3 ) 9 1 / 2 " L V L HD R (2 ) 2 x 1 0 HD R (2) 2x10 HDR (2) 7 1/2" LVL HDR (2 ) 7 1 / 2 " L V L HD R (2 ) 1 1 7 / 8 " L V L H D R CO N T I N U O U S A C R O S S P O R T A L F R A M E W A L L (3 ) 1 1 1 / 2 " L V L V A L L E Y (F L U S H ) (2) 9 1/2 LVL's HDR GI R D E R T R U S S 5 1 / 8 " x 1 2 " G . L . (D R O P P E D ) 8x8 D.F. #1 (DROPPED) (2) 7 1/4" LVL HDR 5/8" OSB EXPOSURE 1 ROOF SHEATHING, TYP. 1x6 T&G SHEATHING 6x12 D.F. #1 RIDGE (DROPPED) 6x 1 2 D . F . # 1 (D R O P P E D ) GIRDER TRUSS (2) 2x8's HDR 3" RE : E L E V . 2" 2" 1/2" EXPANSION JOINT #4 HOOPS @ 18" O.C. #4 VERTICAL EA. CORNER CONCRETE PIER D.F. #1 POST TREATED 2x FRAMING STONE VENEER SANDSTONE CAPS SEALANT WIRE MESH POST BASE, RE: FND SHIM AS NEEDED ON CROWN 1/2" TREATED PLY SIMPSON PAB5-12 CAST-IN-PLACE ANCHOR BOLT (2) 1/2" THRU-BOLTS POSTS TO BEAM ((4) BOLTS TOTAL TO BEAM) CROWN T.O. CONC. PIER TO DRAIN, PROV. WEEPS THRU STONE ENTRY POST BASE - BEAM PER PLAN BLOCK & NAIL AT PANEL SPLICES HEADER (RE: FRAMING) CONT. TO WALL ENDS, FASTEN SHEATHING TO HEADER w/ 8d @ 3" o.c. GRID, TYP. FASTEN SHEATHING TO STUDS AND PLATES w/ 8d NAILS @ 3"o.c. KING STUD ROLLED SLAB EDGE SIMPSON STDHD14 TIE-DOWN, TYP. OF (4) FOUNDATION WALL SIMPSON LSTA24 STRAP, TYP OF (2) 5/8" DIA x 14-INCH ANCHOR BOLTTRIMMER/KINGS STUDS PER PLAN FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. POST BEAM SIMPSON SDSW, FASTEN MASTER TIMBERLOK OR EQ. COUNTERSUNK/HIDDEN MIN. 4" PENETRATION (2) EA. SIDE OF BEAM 1 1/4" = 1'-0" Roof Framing 2 3/4" = 1'-0" Entry Piers Detail 4 3/8" = 1'-0" Portal Frame 3 1 1/2"= 1'-0" Post/Beam Connection Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Load Short Form November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Information InfiltrationClgHtg SimplifiedMethod84-10Outside db (°F) AverageConstruction quality7572Inside db (°F) 0Fireplaces982Design TD (°F) H-Daily range 5030Inside humidity (%) -1143Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Carrier Infinity 98 Modulating...Trade CARRIER Model 59MN7B080C21--20 Cond 24VNA937A0030 AHRI ref 0 Coil CNPVP3621ALA+59MN7B080C21--20+UI AHRI ref 203685122 Efficiency 97.2 AFUE Efficiency 12.2 EER, 17.5 SEER Heating input Btuh80000 Sensible cooling Btuh22260 Heating output Btuh54600 Latent cooling Btuh9540 Temperature rise °F55 Total cooling Btuh31800 Actual air flow cfm1200 Actual air flow cfm1200 Air flow factor cfm/Btuh0.029 Air flow factor cfm/Btuh0.076 Static pressure in H2O1.00 Static pressure in H2O1.00 Space thermostat Load sensible heat ratio 0.99 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Master p 542 9146 3954 267 300 Main Level p 1448 21488 11924 626 904 Basement p 1453 10526 4313 307 327 Entire House d 3443 41160 15170 1200 1200 Other equip loads 3788 416 Equip. @ 0.89 RSM 13871 Latent cooling 126 TOTALS 3443 44948 13997 1200 1200Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Load Short Form November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Information InfiltrationClgHtg SimplifiedMethod84-10Outside db (°F) AverageConstruction quality7572Inside db (°F) 0Fireplaces982Design TD (°F) H-Daily range 5030Inside humidity (%) -1143Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0 Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Mech/Stor 128 1160 0 34 0 Bedroom 2 210 2153 1538 63 117 Clo 2 42 429 0 12 0 Bath 2 56 0 0 0 0 Bath 3 92 504 0 15 0 TV Room 230 807 857 24 65 B Hall/Stair 305 1866 0 54 0 Bedroom 3 209 1764 886 51 67 Office 181 1845 1031 54 78 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W Basement p 1453 10526 4313 307 327 Other equip loads 0 0 Equip. @ 0.89 RSM 3838 Latent cooling 400 TOTALS 1453 10526 4238 307 327 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Load Short Form November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Information InfiltrationClgHtg SimplifiedMethod84-10Outside db (°F) AverageConstruction quality7572Inside db (°F) 0Fireplaces982Design TD (°F) H-Daily range 5030Inside humidity (%) -1143Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0 Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Kitchen 244 2014 2034 59 154 Stair/Hall 306 3393 730 99 55 Great Room 481 9298 5456 271 414 Dining 181 3154 1850 92 140 Mud 115 1348 249 39 19 Laundry 77 1626 1328 47 101 Powder 45 656 277 19 21 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 5 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W Main Level p 1448 21488 11924 626 904 Other equip loads 0 0 Equip. @ 0.89 RSM 10613 Latent cooling 0 TOTALS 1448 21488 10613 626 904 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 6 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Load Short Form November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Information InfiltrationClgHtg SimplifiedMethod84-10Outside db (°F) AverageConstruction quality7572Inside db (°F) 0Fireplaces982Design TD (°F) H-Daily range 5030Inside humidity (%) -1143Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0 Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Master Bedroom 285 5899 2709 172 205 WIC 108 2576 1044 75 79 Master Bath 149 670 201 20 15 Master p 542 9146 3954 267 300 Other equip loads 0 0 Equip. @ 0.89 RSM 3519 Latent cooling 290 TOTALS 542 9146 3809 267 300Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Loads for Multiple Orientations November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)15826 16791 14597 14939 14309 14762 13871 15639 Latent Load (Btuh)126 126 126 126 126 126 126 126 Total Load (Btuh)15951 16917 14723 15064 14435 14888 13997 15765 Heating AVF (cfm)1200 1200 1200 1200 1200 1200 1200 1200 Cooling AVF (cfm)1200 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 5000 10000 15000 20000 N NE E SE S SW W NW Front Door faces WestCurrent Orientation: Front Door faces NortheastHighest Cooling Load: Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Loads for Multiple Orientations November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)3922 4278 4365 4107 3385 3026 3519 3914 Latent Load (Btuh)290 290 290 290 290 290 290 290 Total Load (Btuh)4213 4568 4655 4397 3675 3316 3809 4204 Heating AVF (cfm)267 267 267 267 267 267 267 267 Cooling AVF (cfm)290 310 366 336 281 250 300 284 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 1000 2000 3000 4000 5000 N NE E SE S SW W NW Front Door faces WestCurrent Orientation: Front Door faces EastHighest Cooling Load: Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Loads for Multiple Orientations November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)10755 9729 8373 8511 8923 10489 10613 11434 Latent Load (Btuh)0 0 0 0 0 0 0 0 Total Load (Btuh)10755 9729 8373 8511 8923 10489 10613 11434 Heating AVF (cfm)626 626 626 626 626 626 626 626 Cooling AVF (cfm)794 705 701 696 740 867 904 829 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 5000 10000 15000 N NE E SE S SW W NW Front Door faces WestCurrent Orientation: Front Door faces NorthwestHighest Cooling Load: Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Loads for Multiple Orientations November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)4272 4112 3379 2875 3315 3777 3838 4183 Latent Load (Btuh)400 400 400 400 400 400 400 400 Total Load (Btuh)4672 4512 3779 3275 3715 4177 4238 4583 Heating AVF (cfm)307 307 307 307 307 307 307 307 Cooling AVF (cfm)315 298 283 235 275 312 327 303 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 1000 2000 3000 4000 5000 N NE E SE S SW W NW Front Door faces WestCurrent Orientation: Front Door faces NorthHighest Cooling Load: Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Building Analysis November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing DoorsCeilings Floors Infiltration Ventilation % of loadBtuhBtuh/ft²Component 26.6119773.7Walls 24.41098223.2Glazing 2.3103349.2Doors 7.232361.6Ceilings 11.551732.62.6Floors 19.587594.6Infiltration 00Ducts 00Piping 00Humidification 8.43788Ventilation0Adjustments 100.044948Total Cooling Walls Glazing Other Ceilings Floors Infiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 4.57060.2Walls 46.7727515.4Glazing 1.31959.3Doors 9.915390.8Ceilings 3.55410.3Floors 3.24940.3Infiltration 00Ducts 2.7416Ventilation 28.44420Internal gains 00Blower 0Adjustments 100.015585Total Latent Cooling Load = 126 Btuh Overall U-va lue = 0.0 52 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Building Analysis November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Floors % of loadBtuhBtuh/ft²Component 49.952573.4Walls 20.6217023.0Glazing 000Doors 000Ceilings 29.431002.12.1Floors 000Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.010526Total Cooling Glazing Internal Gains % of loadBtuhBtuh/ft²Component 000Walls 68.5295331.2Glazing 000Doors 000Ceilings 000Floors 000Infiltration 00Ducts 00Ventilation 31.51360Internal gains 00Blower 0Adjustments 100.04313Total Latent Cooling Load = 400 Btuh Overall U-va lue = 0.0 43 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Building Analysis November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Doors Ceilings Other Infiltration % of loadBtuhBtuh/ft²Component 23.349983.9Walls 30.8661523.4Glazing 4.8103349.2Doors 11.023551.6Ceilings 1.73573.73.7Floors 28.561304.6Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.021488Total Cooling Walls Glazing Other Ceilings Infiltration Internal Gains % of loadBtuhBtuh/ft²Component 4.14850.4Walls 59.4708525.0Glazing 1.61959.3Doors 9.411200.8Ceilings 0.8931.0Floors 2.93460.3Infiltration 00Ducts 00Ventilation 21.82600Internal gains 00Blower 0Adjustments 100.011924Total Latent Cooling Load = 0 Btuh Overall U-va lue = 0.0 60 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:21 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Building Analysis November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Ceilings Floors Infiltration % of loadBtuhBtuh/ft²Component 18.817223.6Walls 24.0219823.1Glazing 000Doors 9.68811.6Ceilings 18.817173.73.7Floors 28.726294.6Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.09146Total Cooling Walls Glazing Ceilings Floors Infiltration Internal Gains % of loadBtuhBtuh/ft²Component 5.62200.5Walls 57.1225923.8Glazing 000Doors 10.64190.8Ceilings 11.34481.0Floors 3.71480.3Infiltration 00Ducts 00Ventilation 11.6460Internal gains 00Blower 0Adjustments 100.03954Total Latent Cooling Load = 290 Btuh Overall U-va lue = 0.0 53 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Component Constructions November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B13-0wc-10: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum board int fnsh 0012953.6913.00.045351n 0013853.3113.00.045419e 008832.9713.00.045297s 0016943.6913.00.045459w 0052573.4513.00.0451526all Exterior Wall - R21R5wood2022: Frm wall, wd ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1180.479213.6526.00.044253n 2420.4718903.6526.00.044518e 2030.4715813.6526.00.044434s 1430.4711203.6526.00.044307w 7060.4755123.6526.00.0441511all Partitions 12F-0sw: Frm wall, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 0012075.3321.00.065227 Windows Exterior Glass Door - 2929 2020: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 50% outdoor insect screen; 7 ft head ht 1557.3649923.800.29021n 28113.449923.800.29021s 43510.499923.800.29042all Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 12 ft overhang (8 ft window ht, 2 ft sep.); 7 ft head ht 597.3619023.800.2908n Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 8 ft head ht 3417.11110223.000.28048n 209226.0184823.000.28081e 85812.9152723.000.28067s 329116.9447723.000.280195all Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 7 ft head ht 116928.993023.000.28041e 77414.3124023.000.28054s 194420.6217023.000.28095all Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 7 ft head ht 53826.947623.800.29020e Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Right-Suite® Universal 2022 22.0.01 RSU15461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 40113.471323.800.29030s 1557.3649923.800.29021w 3097.3699923.800.29042w 4647.36149823.800.29063all 1427.1145923.000.28020w 1959.30103349.26.30.60021n 15390.7732361.6349.00.0201990 310017.210.00.210180 00 Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 10.5 ft head ht Exterior Glass Door - 2929 2020: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 50% outdoor insect screen; 9 ft overhang (7 ft window ht, 2 ft sep.); 7 ft head ht Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 9 ft overhang (4 ft window ht, 2 ft sep.); 8 ft head ht Doors 11J0: Door, mtl fbrgl type Ceilings Roof-R49: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh Floors 22B-10tpl: Bg floor, light dry soil, 4' depth, r-10 edge ins Main Level Floor at crawlspace - wood floor R-19 2022A: Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, tight crwl ovr, r-19 wall insul 5410.9520743.6619.00.053567 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Right-Suite® Universal 2022 22.0.01 RSU15461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Component Constructions November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bulb (°F) SimplifiedMethod)H(30-Daily range (°F) AverageConstruction quality62-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Exterior Wall - R21R5wood2022: Frm wall, wd ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 620.474873.6526.00.044134n 930.477263.6526.00.044199e 420.473283.6526.00.04490s 230.471813.6526.00.04450w 2200.4717223.6526.00.044472all Partitions (none) Windows Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 8 ft head ht 2677.1186123.000.28038n 97526.086123.000.28038e 124116.5172223.000.28075all Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 7 ft head ht 53826.947623.800.29020e Doors (none) Ceilings Roof-R49: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 4190.778811.6349.00.020542 Floors Main Level Floor at crawlspace - wood floor R-19 2022A: Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, tight crwl ovr, r-19 wall insul 4480.9517173.6619.00.053470 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Component Constructions November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Exterior Wall - R21R5wood2022: Frm wall, wd ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 560.474343.6526.00.044119n 1490.4711643.6526.00.044319e 1600.4712533.6526.00.044344s 1200.479393.6526.00.044258w 4850.4737903.6526.00.0441039all Partitions 12F-0sw: Frm wall, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 0012075.3321.00.065227 Windows Exterior Glass Door - 2929 2020: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 50% outdoor insect screen; 7 ft head ht 1557.3649923.800.29021n 28113.449923.800.29021s 43510.499923.800.29042all Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 12 ft overhang (8 ft window ht, 2 ft sep.); 7 ft head ht 597.3619023.800.2908n Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 8 ft head ht 757.1124123.000.28011n 111726.098723.000.28043e 85812.9152723.000.28067s 205017.1275523.000.280120all Window - Fixed - 2929: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 10.5 ft head ht 40113.471323.800.29030s Exterior Glass Door - 2929 2020: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 50% outdoor insect screen; 9 ft overhang (7 ft window ht, 2 ft sep.); 7 ft head ht 1557.3649923.800.29021w 3097.3699923.800.29042w 4647.36149823.800.29063all Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 50% outdoor insect screen; 9 ft overhang (4 ft window ht, 2 ft sep.); 8 ft head ht 1427.1145923.000.28020w Doors 11J0: Door, mtl fbrgl type 1959.30103349.26.30.60021n Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 5 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W Ceilings Roof-R49: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 11200.7723551.6349.00.0201448 Floors Main Level Floor at crawlspace - wood floor R-19 2022A: Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, tight crwl ovr, r-19 wall insul 930.953573.6619.00.05398 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Right-Suite® Universal 2022 22.0.01 RSU15461 Page 6 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Component Constructions November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bulb (°F) SimplifiedMethod)H(30-Daily range (°F) AverageConstruction quality62-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² 0012953.6913.00.045351n 0013853.3113.00.045419e 008832.9713.00.045297s 0016943.6913.00.045459w 0052573.4513.00.0451526all 116928.993023.000.28041e 77414.3124023.000.28054s 194420.6217023.000.28095all Construction descriptions Walls 15B13-0wc-10: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-13 cav ins, 8" thk, 1/2" gypsum board int fnsh Partitions (none) Windows Window - Operable - 2828 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 7 ft head ht Doors (none) Ceilings (none) Floors 22B-10tpl: Bg floor, light dry soil, 4' depth, r-10 edge ins 310017.210.00.210180 00 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22 Right-Suite® Universal 2022 22.0.01 RSU15461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Project Summary November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor:2010 Cherokee Drive, Estes Park - Larimer County, CO Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-10 Outside db °F84Inside db °F72 Inside db °F75 Design TD °F82 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh41160 Structure Btuh15170 Ducts Btuh0 Ducts Btuh0Central vent (56 cfm)3788 Btuh Central vent (56 cfm)Btuh416 Outside air Outside airHumidificationBtuh0Blower Btuh0 Piping Btuh0Equipment load Btuh44948 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh13871 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh434 Ducts Btuh0Central vent (56 cfm)Btuh-308 CoolingHeating Outside air34433443Area (ft²)Equipment latent load Btuh126 2081720817Volume (ft³)Air changes/hour 0.190.37 Equipment Total Load (Sen+Lat)Btuh13997 Equiv. AVF (cfm)66128 Req. total capacity at 0.70 SHR ton1.7 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Infinity 98 Modulating...Trade CARRIER Model 59MN7B080C21--20 Cond 24VNA937A0030AHRI ref 0 Coil CNPVP3621ALA+59MN7B080C21--20+UI AHRI ref 203685122Efficiency97.2 AFUE Efficiency 12.2 EER, 17.5 SEER Heating input Btuh80000 Sensible cooling Btuh22260Heating output Btuh54600 Latent cooling Btuh9540 Temperature rise °F55 Total cooling Btuh31800Actual air flow cfm1200 Actual air flow cfm1200 Air flow factor cfm/Btuh0.029 Air flow factor cfm/Btuh0.076Static pressure in H2O1.00 Static pressure in H2O1.00 Space thermostat Load sensible heat ratio 0.99 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Project Summary November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor:2010 Cherokee Drive, Estes Park - Larimer County, CO Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-10 Outside db °F84Inside db °F72 Inside db °F75 Design TD °F82 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh10526 Structure Btuh4313 Ducts Btuh0 Ducts Btuh0Central vent (23 cfm)0 Btuh Central vent (23 cfm)Btuh0 Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh10526 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh3838 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh400 Ducts Btuh0Central vent (23 cfm)Btuh0 CoolingHeating14531453Area (ft²)Equipment latent load Btuh400 504504Volume (ft³)Air changes/hour 00 Equipment Total Load (Sen+Lat)Btuh4238 Equiv. AVF (cfm)00 Req. total capacity at 0.70 SHR ton0.5 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref n/a Coil n/a AHRI ref n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Project Summary November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor:2010 Cherokee Drive, Estes Park - Larimer County, CO Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-10 Outside db °F84Inside db °F72 Inside db °F75 Design TD °F82 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh21488 Structure Btuh11924 Ducts Btuh0 Ducts Btuh0Central vent (23 cfm)0 Btuh Central vent (23 cfm)Btuh0 Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh21488 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh10613 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh-256 Ducts Btuh0Central vent (23 cfm)Btuh0 CoolingHeating14481448Area (ft²)Equipment latent load Btuh0 1544015440Volume (ft³)Air changes/hour 0.180.35 Equipment Total Load (Sen+Lat)Btuh10613 Equiv. AVF (cfm)4690 Req. total capacity at 0.70 SHR ton1.3 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref n/a Coil n/a AHRI ref n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Project Summary November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor:2010 Cherokee Drive, Estes Park - Larimer County, CO Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-10 Outside db °F84Inside db °F72 Inside db °F75 Design TD °F82 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh9146 Structure Btuh3954 Ducts Btuh0 Ducts Btuh0Central vent (9 cfm)Btuh0 Central vent (9 cfm)Btuh0 Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh9146 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh3519 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh290 Ducts Btuh0Central vent (9 cfm)Btuh0 CoolingHeating542542Area (ft²)Equipment latent load Btuh290 48744874Volume (ft³)Air changes/hour 0.240.47 Equipment Total Load (Sen+Lat)Btuh3809 Equiv. AVF (cfm)2039 Req. total capacity at 0.70 SHR ton0.4 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref n/a Coil n/a AHRI ref n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:AED Assessment November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 23.9%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:AED Assessment November 22, 2022Date:Basement TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 31.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1009 Btuh (PFG - ALP)Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:AED Assessment November 22, 2022Date:Main Level TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 40.5%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3533 Btuh (PFG - ALP)Reviewed by SAFEbuilt 12/21/2022 Bold/italic values have been manually overridden 2022-Nov-21 17:31:22 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:AED Assessment November 22, 2022Date:Master TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 982Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.842.9Moisture difference (gr/lb)CoolingHeating Infiltration:84-10Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 36.1%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 479 Btuh (PFG - ALP)Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Entire House TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Entire House Master 2 Exposed wall 390.9 ft 63.0 ft 3 Room height 9.7 dft 9.0 pft 4 Room dimensions 5 Room area 3442.6 f t²541.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 351 351 1295 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 330 253 921 118 171 134 487 62 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 21 0 499 155 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 8 0 190 59 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 48 0 1102 341 38 0 861 267 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 459 419 1385 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 41 0 930 1169 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 619 518 1890 242 257 199 726 93 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 23.7823.78 26.9226.92 20 0 476 538 20 0 476 538 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 81 0 1848 2092 38 0 861 975 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 351 297 883 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 54 0 1240 774 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 551 434 1581 203 90 90 328 42 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 21 0 499 281 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 30 0 713 401 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 67 0 1527 858 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 459 459 1694 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 390 307 1120 143 50 50 181 23 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 21 16 499 155 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 42 32 999 309 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 20 20 459 142 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 248 227 1207 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 21 21 1033 195 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 1990 1990 3236 1539 542 542 881 419 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 1453 180 3100 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 567 567 2074 541 470 470 1717 448 6 c) AED excursion 0 479 Envelope loss/gain 32401 10256 6517 3346 12 a)Infiltration 8759 494 2629 148 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 2 460 Appliances/other 3500 0 Subtotal (lines 6 to 13)41160 15170 9146 3954 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 41160 15170 9146 3954 15 Duct loads 0%0%0 0 0%0%0 0 Total room load 41160 15170 9146 3954 Air required (cfm)Air required (cfm)1200 1200 267 300 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 2...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Entire House TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Main Level Basement 2 Exposed wall 147.9 ft 180.0 ft 3 Room height 10.7 pft 9.0 pft 4 Room dimensions 5 Room area 1448.4 f t²1452.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 0 0 0 0 351 351 1295 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 159 119 434 56 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 21 0 499 155 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 8 0 190 59 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 11 0 241 75 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 0 0 0 0 459 419 1385 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 0 0 0 0 41 0 930 1169 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 362 319 1164 149 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 23.7823.78 26.9226.92 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 43 0 987 1117 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 0 0 0 0 351 297 883 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 0 0 0 0 54 0 1240 774 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 461 344 1253 160 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 21 0 499 281 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 30 0 713 401 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 67 0 1527 858 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 0 0 0 0 459 459 1694 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 341 258 939 120 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 21 16 499 155 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 42 32 999 309 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 20 20 459 142 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 248 227 1207 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 21 21 1033 195 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 1448 1448 2355 1120 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 0 0 0 0 1453 180 3100 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 98 98 357 93 0 0 0 0 6 c) AED excursion 3533 1009 Envelope loss/gain 15358 8979 10526 2953 12 a)Infiltration 6130 346 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 2 460 Appliances/other 2600 900 Subtotal (lines 6 to 13)21488 11924 10526 4313 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 21488 11924 10526 4313 15 Duct loads 0%0%0 0 0%0%0 0 Total room load 21488 11924 10526 4313 Air required (cfm)Air required (cfm)626 904 307 327 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 3...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Basement TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Basement Mech/Stor 2 Exposed wall 180.0 ft 23.0 ft 3 Room height 9.0 pft 9.0 heat/coolft 4 Room dimensions ft13.5x9.5 5 Room area 1452.8 f t²128.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 351 351 1295 0 122 122 448 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 459 419 1385 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 41 0 930 1169 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 351 297 883 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 54 0 1240 774 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 459 459 1694 0 86 86 315 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 1453 180 3100 0 128 23 396 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1009 0 Envelope loss/gain 10526 2953 1160 0 12 a)Infiltration 0 0 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 900 0 Subtotal (lines 6 to 13)10526 4313 1160 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 10526 4313 1160 0 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 10526 4313 1160 0 Air required (cfm)Air required (cfm)307 327 34 0 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 4...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Basement TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Bedroom 2 Clo 2 2 Exposed wall 29.0 ft 8.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft15.0x14.0 ft7.0x6.0 5 Room area 210.0 f t²42.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 126 104 293 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 23 0 517 650 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 135 113 327 0 63 63 232 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 23 0 517 323 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 0 0 0 0 14 14 50 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 210 29 499 0 42 9 146 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 336 0 Envelope loss/gain 2153 1308 429 0 12 a)Infiltration 0 0 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)2153 1538 429 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 2153 1538 429 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2153 1538 429 0 Air required (cfm)Air required (cfm)63 117 12 0 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 5...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Basement TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Bath 2 Bath 3 2 Exposed wall 0 ft 10.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft7.0x8.0 ft11.5x8.0 5 Room area 56.0 f t²92.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 0 0 0 0 18 18 66 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 0 0 0 0 72 72 266 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 56 0 0 0 92 10 172 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 504 0 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)0 0 504 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 0 0 504 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 504 0 Air required (cfm)Air required (cfm)0 0 15 0 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 6...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Basement TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name TV Room B Hall/Stair 2 Exposed wall 16.0 ft 37.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft229.6x1.0 ft304.6x1.0 5 Room area 229.6 f t²304.6 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 0 0 0 0 72 72 266 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 0 0 0 0 135 135 498 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 23 23 83 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 122 122 448 0 126 126 465 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 230 16 276 0 305 37 637 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -43 0 Envelope loss/gain 807 -43 1866 0 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 900 0 Subtotal (lines 6 to 13)807 857 1866 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 807 857 1866 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 807 857 1866 0 Air required (cfm)Air required (cfm)24 65 54 0 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 7...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Basement TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Bedroom 3 Office 2 Exposed wall 29.5 ft 27.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft209.0x1.0 ft14.5x12.5 5 Room area 209.0 f t²181.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 3.693.69 0.000.00 140 140 515 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 3.313.31 0.000.00 126 108 328 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 28.8828.88 18 0 413 520 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 2.972.97 0.000.00 0 0 0 0 131 99 241 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 14.3414.34 0 0 0 0 32 0 723 452 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 3.693.69 0.000.00 0 0 0 0 113 113 415 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpl22B-10tpl 0.2100.210 --17.2217.22 0.000.00 209 30 508 0 181 27 465 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 137 580 Envelope loss/gain 1764 656 1845 1031 12 a)Infiltration 0 0 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)1764 886 1845 1031 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1764 886 1845 1031 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1764 886 1845 1031 Air required (cfm)Air required (cfm)51 67 54 78 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 8...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Main Level TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Main Level Kitchen 2 Exposed wall 147.9 ft 16.5 ft 3 Room height 10.7 pft 9.0 heat/coolft 4 Room dimensions ft244.3x1.0 5 Room area 1448.4 f t²244.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 159 119 434 56 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 21 0 499 155 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 8 0 190 59 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 11 0 241 75 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 362 319 1164 149 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 43 0 987 1117 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 461 344 1253 160 23 23 82 11 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 21 0 499 281 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 30 0 713 401 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 67 0 1527 858 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 341 258 939 120 126 106 387 50 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 21 16 499 155 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 42 32 999 309 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 20 20 459 142 20 20 459 142 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 248 227 1207 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 21 21 1033 195 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 1448 1448 2355 1120 244 244 397 189 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 98 98 357 93 0 0 0 0 6 c) AED excursion 3533 404 Envelope loss/gain 15358 8979 1325 795 12 a)Infiltration 6130 346 689 39 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 2600 1200 Subtotal (lines 6 to 13)21488 11924 2014 2034 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 21488 11924 2014 2034 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 21488 11924 2014 2034 Air required (cfm)Air required (cfm)626 904 59 154 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 9...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Main Level TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Stair/Hall Great Room 2 Exposed wall 28.5 ft 47.4 ft 3 Room height 9.0 heat/coolft 14.0 heat/coolft 4 Room dimensions ft305.8x1.0 ft480.9x1.0 5 Room area 305.8 f t²480.9 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 131 91 332 43 28 28 102 13 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 21 0 499 155 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 8 0 190 59 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 11 0 241 75 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 0 0 0 0 308 272 992 127 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 0 0 0 0 36 0 827 936 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 0 0 0 0 308 191 695 89 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 21 0 499 281 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 30 0 713 401 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 0 0 0 0 67 0 1527 858 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 0 0 0 0 21 21 77 10 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 126 126 672 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 306 306 497 236 481 481 782 372 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 98 98 357 93 0 0 0 0 6 c) AED excursion 36 1296 Envelope loss/gain 2788 696 6214 4382 12 a)Infiltration 605 34 3084 174 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13)3393 730 9298 5456 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 3393 730 9298 5456 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3393 730 9298 5456 Air required (cfm)Air required (cfm)99 55 271 414 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 10...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Main Level TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Dining Mud 2 Exposed wall 27.0 ft 5.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft14.5x12.5 ft114.8x1.0 5 Room area 181.3 f t²114.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 131 131 476 61 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 113 71 257 33 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 42 32 999 309 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 0 0 0 0 45 24 128 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 0 0 0 0 21 21 1033 195 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 181 181 295 140 115 115 187 89 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 0 0 0 0 0 0 0 0 6 c) AED excursion 1244 -35 Envelope loss/gain 2027 1787 1348 249 12 a)Infiltration 1127 64 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)3154 1850 1348 249 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 3154 1850 1348 249 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3154 1850 1348 249 Air required (cfm)Air required (cfm)92 140 39 19 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 11...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Main Level TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Laundry Powder 2 Exposed wall 17.5 ft 6.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft8.5x9.0 ft7.5x6.0 5 Room area 76.5 f t²45.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 0 0 0 0 54 47 171 22 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 0 0 0 0 7 0 161 182 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 23.7823.78 13.3613.36 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 22.9622.96 12.9012.90 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 81 60 219 28 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 21 16 499 155 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 23.7823.78 7.367.36 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --5.335.33 0.000.00 77 77 408 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 49.2049.20 9.309.30 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 77 77 124 59 45 45 73 35 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 0 0 0 0 0 0 0 0 6 c) AED excursion 565 24 Envelope loss/gain 1250 807 405 263 12 a)Infiltration 376 21 250 14 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)1626 1328 656 277 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1626 1328 656 277 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1626 1328 656 277 Air required (cfm)Air required (cfm)47 101 19 21 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 12...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Master TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name Master Master Bedroom 2 Exposed wall 63.0 ft 39.5 ft 3 Room height 9.0 pft 9.0 heat/coolft 4 Room dimensions ft19.0x15.0 5 Room area 541.5 f t²285.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 171 134 487 62 171 134 487 62 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 38 0 861 267 38 0 861 267 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 257 199 726 93 135 98 356 46 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 23.7823.78 26.9226.92 20 0 476 538 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 38 0 861 975 38 0 861 975 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 90 90 328 42 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 50 50 181 23 50 50 181 23 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 542 542 881 419 285 285 463 220 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 470 470 1717 448 285 285 1042 272 6 c) AED excursion 479 292 Envelope loss/gain 6517 3346 4251 2156 12 a)Infiltration 2629 148 1648 93 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13)9146 3954 5899 2709 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 9146 3954 5899 2709 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 9146 3954 5899 2709 Air required (cfm)Air required (cfm)267 300 172 205 Reviewed by SAFEbuilt 12/21/2022 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Nov-21 17:31:22Right-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 13...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Right-J® W or ksheet November 22, 2022Date:Master TCBy:10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com 1 Room name WIC Master Bath 2 Exposed wall 21.5 ft 2.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft8.0x13.5 ft11.0x13.5 5 Room area 108.0 f t²148.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 nn 3.653.65 0.470.47 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.290Exterior Glass Door 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.280Window - Operable -0.280 nn 22.9622.96 7.117.11 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ee 3.653.65 0.470.47 122 102 370 47 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ee 23.7823.78 26.9226.92 20 0 476 538 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ee 22.9622.96 25.9925.99 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ss 3.653.65 0.470.47 72 72 263 34 18 18 66 8 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 292 0.290Window - Fixed - 292 0.290 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW 15B13-0wc-1015B13-0wc-10 0.0930.093 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21R 0.044Exterior Wall - R21R 0.044 ww 3.653.65 0.470.47 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.290Exterior Glass Door 0.290 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.280Window - Operable -0.280 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP 12F-0sw12F-0sw 0.0650.065 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11J011J0 0.6000.600 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R49Roof-R49 0.0200.020 --1.631.63 0.770.77 108 108 176 84 149 149 241 115 FF 22B-10tpl22B-10tpl 0.2100.210 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --3.663.66 0.950.95 108 108 395 103 77 77 280 73 6 c) AED excursion 188 0 Envelope loss/gain 1679 994 587 196 12 a)Infiltration 897 51 83 5 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)2576 1044 670 201 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 2576 1044 670 201 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2576 1044 670 201 Air required (cfm)Air required (cfm)75 79 20 15 Reviewed by SAFEbuilt 12/21/2022 2022-Nov-21 17:31:24 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Page 1 ...nce - Manual JS - Tri-City - Larimer County.rup Calc = MJ8 Front Door faces: W 2010 Cherokee DriveJob:Manual S Compliance Report November 22, 2022Date:Entire House TCBy: 10-10-22Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 Email: tricityhvac@yahoo.com Project Information Friedman ResidenceFor: 2010 Cherokee Drive, Estes Park - Larimer County, CO Cooling Equipment Design Conditions °F75.4Entering coil DB:Btuh15585Sensible gain:°F84.0Outdoor design DB: °F61.4Entering coil WB:Btuh126Latent gain:°F62.0Outdoor design WB: Btuh15711Total gain:°F75.0Indoor design DB: cfm1200Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ACEquipment type: 24VNA937A0030+CNPVP3621ALA+59MN7B080C21--20+UIModel:CarrierManufacturer: cfm1200Actual airflow: % of load107Btuh16695Sensible capacity: % of load5691Btuh7155Latent capacity: %70SHR:% of load152Btuh23850Total capacity: Heating Equipment Design Conditions °F68.1Entering coil DB:Btuh44948Heat loss:°F-10Outdoor design DB: °F72.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Gas furnaceEquipment type: 59MN7B080C21--20Model:CarrierManufacturer: cfm1200Actual airflow: °F55Temp. rise:% of load121Btuh54600Output capacity: Meets all requirements of ACCA Manual S. Reviewed by SAFEbuilt 12/21/2022 Rig ht-Su ite® U niv er sal 20 22 22 .0.01 RSU1 5461 Form RPER 1 15 Mar 09 Residential Plans Examiner Review Form for HVAC System Design (Loads, Equipment, Ducts) Estes Park, CO Header Information Contractor:ATTACHEDREQUIRED ATTACHMENTSTri-City Heating and Air Conditioning, Inc. NoYesManual J1 Form (and supporting worksheets):Darin Ochsner Mechanical license:NoYesor MJ1AE Form* (and supporting worksheets): NoYesOEM performance data (heating, cooling, blower): Building plan #:10-10-22 NoYesManual D Friction Rate Worksheet: NoYesDuct distribution sketch: Home address (Street or Lot#, Block, Subdivision):2010 Cherokee Drive, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Front Door faces WestBuildingWinter Design Conditions North, East, West, South, Northeast, Northwest, Southeast, SouthwestOrientation:°F-10Outdoor temperature: °F72Indoor temperature: 3Number of bedrooms:Btuh44948Total heat loss: f t²3443Conditioned floor area: 4Number of occupants:Summer Design Conditions °F84Outdoor temperature: Windows°F75Indoor temperature: ft12.0Eave overhang depth:% RH50gr/lb @-11Grains difference: Blinds, drapes, etc. noneInternal shade:Btuh17512Sensible heat gain: Btuh141Latent heat gain: 0Number of skylights:Btuh17653Total heat gain: HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Blower DataCooling Equipment Data 1200Heating cfm:Air Conditioner, Heat pump, etc.Split ACEquipment type:Furnace, Heat pump, Boiler, etc.Gas furnaceEquipment type: 1200Cooling cfm: Fan's rated external static pressure for design airflow in H2O1.00Static pressure:CarrierModel:CarrierModel: 59MN7B080C21--20 24VNA937A0030 Btuh23850Total cooling capacity:Heat pumps - capacity at winter design outdoor conditionsBtuh54600Heating output capacity: Btuh16695Sensible cooling capacity: Btuh7155Latent cooling capacity:Btuh0Aux. heating output capacity: HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Duct Materials Usedft0Longest supply duct:cfm1200Design airflow: Trunk duct:ft0Longest return duct:in H2O1.00Equipment design ESP: ft0Total effective length (TEL):in H2O-0.5Total device pressure losses: Sheet metalBranch duct:Friction R ate = ASP ÷ (T EL x 100)in/100ft0Friction rate:in H2O0.51Available static pressure (ASP): I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature:Date: Reserved for County, Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Reviewed by SAFEbuilt 12/21/2022 Job #: 2010 Cherokee Drive Performed by TC for: Friedman Residence 2010 Cherokee Drive Estes Park - Larimer County, CO Tri-City Heating and Air Conditioning, I... P.O. Box 271972 Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 tricityhvac@yahoo.com Scale: 1 : 104 Page 1 Ri gh t-S ui te® Uni versal 20 22 22.0.01 RSU15461 2022-Nov-21 17:31:41 ... - Tri-City - Larimer County.rup N Level 2 Kitchen Great Room Dining Powder Laundry Pantry Mud Master Bedroom WIC Master Bath Stair/Hall Garage 21 cfm 207 cfm 207 cfm 99 cfm 79 cfm 103 cfm 103 cfm 39 cfm 154 cfm 101 cfm 140 cfm 20 cfm Reviewed by SAFEbuilt 12/21/2022 Job #: 2010 Cherokee Drive Performed by TC for: Friedman Residence 2010 Cherokee Drive Estes Park - Larimer County, CO Tri-City Heating and Air Conditioning, I... P.O. Box 271972 Fort Collins, CO 80527-1972 Phone: 970-493-0126 Fax: 970-493-0152 tricityhvac@yahoo.com Scale: 1 : 104 Page 2 Ri gh t-S ui te® Uni versal 20 22 22.0.01 RSU15461 2022-Nov-21 17:31:42 ... - Tri-City - Larimer County.rup N Level 1 Mech/Stor Office Bedroom 2 Clo 2Bath 2 Bedroom 3 Bath 3 TV Room B Hall/Stair Furnace 15 cfm 67 cfm 1531 cfm 34 cfm 12 cfm 78 cfm 65 cfm 54 cfm Crawlspace 117 cfm Reviewed by SAFEbuilt 12/21/2022 UP CRAWL SPACE BEDROOM #3 BEDROOM #2 TV ROOM OFFICE MECH. BATH WALK-IN BATH HALL M-1 Reviewed by SAFEbuilt 12/21/2022 DN COVERED ENTRY LIVING DINING KITCHEN PANTRY LAUNDRY MUD ENTRY WALK-IN MASTER BEDROOM MASTER BATH GARAGE POWDER M-2 Reviewed by SAFEbuilt 12/21/2022