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HomeMy WebLinkAboutPLANS New SFD 2750 Ypsilon Cir 2021-09-28NEW SINGLE FAMILY RESIDENCE GARAGE FFE = 7978.69' MAIN FFE = 7980.19' NE W 4 " S D R 3 5 S E R V I C E NE W G A S S E R V I C E NE W E L E C T R I C / C O M S E R V I C E N E W 3 4 " T Y P E - K C O P P E R S E R V I C E 0+43 EL. 7978.69 0+00 EL. 7973.74 MATCH EX.(∆=21°55'39") (R=125.50') (L=48.03') (ChL=47.74') (ChB=N76°18'46"E) ∆ RELOCATE EXISTING UTILITY PEDESTALS R10.0' R10.0' RELOCATED UTILITY PEDESTALS 7995 7990 7985 7 9 8 0 7980 7 9 8 0 7 9 8 0 TOW=7984.4' BOW=7979.4' TOW=7984.0' BOW=7979.0' TOW=7983.8' BOW=7978.8' TOW=7983.9' BOW=7978.9' STACKED ROCK RETAINING WALL (SEE DETAIL) CONCRETE PATIO FFE = 7980.19' 7978.90 7978.69 7978.69 7978.29 7978.41 7978.59 7980.31 7980.31 7979.88 7979.88 7973.42 MATCH EX. 7974.05 MATCH EX. 1.5 : 1 1.5:1 1 . 5 : 1 8 . 0 % 7. 8 % 15.0% 19.7% 5.4 % TOW=7984.8' BOW=7979.8' STACKED ROCK RETAINING WALL (SEE DETAIL) SWALE HIGH POINT EL. 7984.80 DRAINAGE SWALE MIN. SLOPE: 2% DRAINAGE SWALE MIN. SLOPE: 2% WALL TAPER AREAWALL TAPER AREA ASPHALT DRIVEWAY 14.0' 4. 1 % 7 . 0 % 15.68' 15.63' 53.0' 5 4 . 0 ' 5 . 5 ' 1.8' 6 . 0 ' 1.8' 5 . 5 ' 4.0' 2 9 . 7 ' 13.3'5 . 0 ' 7.7' 1 2 . 3 ' 28.0' 28.0' NEW DRIVEWAY PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 7965 7970 7975 7980 7985 7990 7965 7970 7975 7980 7985 7990 0+00 0+43 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2020 DAB LEGEND SANITARY SEWER SERVICE UNDERGROUND UTILITIES WATER SERVICE EASEMENT BOUNDARY EDGE OF ROAD BUILDING SETBACK LINE PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR PROPOSED SITE PLAN PARENTEAU RESIDENCE OWNER PARENTEAU LIVING TRUST 4228 PRAIRIE FIRE CIRCLE LONGMONT, CO 80503 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: A-ACCOMMODATIONS BUILDING SETBACKS = 15' ALONG FRONT AND SIDE LINES, 10' ALONG REAR LINES GENERAL NOTES 1.THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2.THE BASIS OF BEARINGS USED FOR THIS SITE PLAN IS THE WESTERN LINE OF THE SUBJECT PROPERTY, AS SHOWN HEREON, MEASURED GEODETIC BEARING TO BEAR N26°01'34"E. ALL BEARINGS SHOWN HEREON ARE RELATIVE TO THIS ASSUMPTION. 3.SURFACE UTILITIES ARE SHOWN HERON AS MEASURED IN THE FIELD. 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.ELEVATIONS SHOWN HEREON ARE RELATIVE TO NAVD88. ELEVATION BENCHMARK FOR THE SITE ARE SHOWN HEREON. LEGAL DESCRIPTION (VERBATIM FROM WARRANTY DEED AT LARIMER COUNTY RECEPTION #20200037768) LOT 6A, AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION COUNTY OF LARIMER, STATE OF COLORADO. 10' SCALE: 1" = 10' 0 20'10' SCALE: 1" = 10' 0 20' FOUND PROPERTY MONUMENTATION ELEC/TELE/CABLE PEDESTAL/TRANSFORMER UNDERGROUND GAS SANITARY SEWER MAIN WATER MAIN 8/10/21 30 " M I N . Ø L A R G E BO U L D E R S KE Y I N M I N . 1 8 " I N T O NA T I V E S O I L PE R P L A N NATIVE SOIL PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FREE DRAINING GRANULAR MATERIAL 24"-30" TALL X 48" LONG ANGULAR STACKED ROCKS 4" PERFORATED DRAIN PIPE TO DAYLIGHT DRAINAGE SWALE 855 CU. YD.<CUT> 835 CU. YD.<CUT> 20 CU. YD.<CUT> NET 0 CU. YD. 0 CU. YD. 0 CU. YD. FILL 855 CU. YD. 835 CU. YD. 20 CU. YD. CUT TOTALS HOUSE DRIVEWAY NAME CUT/FILL SUMMARY ASPHALT SURFACE ROCK WALL WAIVER REQUESTS: APPLICANT REQUESTS WAIVERS TO THE FOLLOWING REQUIREMENTS IN APPENDIX D OF THE ESTES VALLEY DEVELOPMENT CODE: 1.D.III.B.4.a.(1) - RESIDENTIAL DRIVEWAYS SHALL HAVE A MAXIMUM GRADE OF TWELVE PERCENT (12%), EXCEPT THAT STAFF MAY ALLOW A GREATER MAXIMUM GRADE, PROVIDED THAT HEALTH AND SAFETY CONCERNS AND THE NEED FOR ADEQUATE ACCESS FOR SERVICE PROVIDERS ARE ADEQUATELY ADDRESSED. 3" TYPE SX HOT MIX ASPHALT 4" COMPACTED CLASS 5 ABC NATIVE SUBGRADE Reviewed by SAFEbuilt 09/28/2021 APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 09/28/2021 This structure must comply with the requirements of the 2020 National Electrical Code PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION Rim joist shall have an air barrier on the interior between each joist. All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. 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 All Irrigation Sprinkler Taps Shall be Protected by an Approved Back Flow Device First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - MAY NOT BE PRINTED TO SCALE 2.ENGINEERING DRAWINGS, NOTES AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE PLANS. 3.ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. 4.PLANS ARE INTENDED TO CONFORM TO INTERNATIONAL RESIDENTIAL CODE 2015, DESIGNER (NAMAQUA BLUEPRINT LLC - TODD WILDERMAN) MAKES NO GUARANTEE OF COMPLIANCE AND IS NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE OR SUPERVISION. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE CODE AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN COMPLIANCE. USE OF THESE PLANS IMPLIES AGREEMENT WITH THIS STATEMENT. 5.DIMENSIONS ARE TO FACE OF STUD. EXTERIOR WALLS TO BE 2X6, INTERIOR 2X4 UNLESS NOTED OTHERWISE. 6. WALL BEHIND CLOTHES DRYER TO BE 2X6 7. FOUNDATION DESIGN, STRUCTURAL SPECIFICATIONS, BEAMS, CONNECTIONS, FOUNDATION DRAIN, SITE DRAINAGE, LOAD CALCULATIONS, WIND LOAD, SNOW LOAD, FLOOR AND ROOF LOAD, SOIL BEARING CAPACITY, SOIL EXPANSION ETC. TO BE PER LICENSED ENGINEER. ALL NOTATIONS AND SPECIFICATIONS ON THESE PLANS ARE FOR REFERENCE AND COMMUNICATION. ENGINEERING SPECIFICATIONS TAKE PRECEDENCE REGARDLESS OF WHAT IS OR IS NOT ON THIS SET OF PLANS. 8. WINDOWS - BRAND TO BE DETERMINED - ALL WINDOWS WITHIN 24" OF DOORS, INSTALLED AT STAIRWAYS, INSTALLED NEXT TO BATH TUBS OR IN SHOWERS, AND ANY PANE OVER 9 SQ.FT., SHALL HAVE TEMPERED GLASS. WINDOW SUPPLIER AND CONTRACTOR TO VERIFY. 9. EGRESS - WINDOWS IN BEDROOMS OR OTHER HABITABLE ROOMS, SHALL HAVE EGRESS OPENING OF A MINIMUM OF 5.7 SQ.FT., MINIMUM WIDTH OF 20", MINIMUM HEIGHT OF 24", NOT MORE THAN 44" ABOVE ADJACENT FLOOR. BASEMENT WINDOWS SHALL HAVE APPROPRIATE EGRESS WINDOW WELL AND EGRESS LADDER WHEN THE BOTTOM OF THE WINDOW WELL IS MORE THAN 44" BELOW GRADE. 10. ALL MECHANICAL AND HEATING EQUIPMENT TO BE INSTALLED PER CODE. PROVIDE APPROPRIATE EXHAUST VENT AND COMBUSTION VENTING. CONSULT CODE. scale 1/8"=1'-0" Site Plan CLIMATE ZONE 5B (dry) FENESTRATION U-FACTOR 0.32 INSULATION VALUES CEILING MIN R-49 WALL MIN R-20 SLAB MIN R-10 to MIN 24" BELOW GRADE CODE NOTES UP 051020 1 5 ' 1 0 '1 5' 1 0' 38.72' 1 5 .6 6 ' 3 4 . 7 7 ' 39.53' 1 5.5 3' 2 9.0 5' 51.78' 3 1 .8 8 ' 7 6 . 5 8 ' 7 9 .9 3 ' 3 7.1 3' 46.9' 40.72' 42.27' 1 5 ' 8000 7995 8005 8010 7990 7985 7980 7975 N 89-40-44 E 173.66' S 2 6-4 7-4 9 W 1 4 8.9 5' Y P S I L O N C I R C L E LOT 6A Mountain Meadow Subdivision Estes Park CO S etback S e t b a c k E ase m e nt E a s e m e n t E a s e m e n t S e t b a c k Proposed Residence Drive Patio D15D15D15D15D15D15 W09W09 D15D15D15D15 W09W09 D15D15D15D15D15D15D15D15 W06W06 D09D09W01W01 D15D15 D09D09W01W01 D15D15 D09D09W01W01 D15D15 W06W06 W08W08 W01W01D09D09W01W01 W08W08 W01W01D09D09W01W01W01W01D09D09W01W01 W08W08W08W08 10 12 10 12 10 12 Top of Subfloor - Foundation -0.17' Top of Subfloor - 1st Floor 0.00'2" Rough Ceiling - 1st Floor 9.09' 109 1/8" Ridge 22.39' 159 1/2" 3'-5" 1'-6" Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 9.95' 10 1/4" Highest Ridge 22.39' 149 1/4" Top of Subfloor - Foundation -0.17' Top of Subfloor - 1st Floor 0.00'2" Rough Ceiling - 1st Floor 9.09' 109 1/8" MATERIAL SCHEDULE 40 YEAR ASPHALT SHINGLES BOARD & BATT SIDING LAP SIDING CULTURED STONE VENEER 2X12 FASCIA W/ 2X8 SHADOW BOARD 2X12 FRIEZE BOARD 2X10 BAND 4" CORNER TRIM CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT SHINGLE STYLE SIDING 11 22 33 44 55 66 77 88 99 1010 1111 11 22 33 44 55 66 77 88 99 1010 1111 11 22 33 44 55 66 77 88 33 44 99 1010 22 22 D15D15D15D15D15D15 W09W09 D15D15D15D15 W09W09 D15D15D15D15D15D15D15D15 W06W06 D09D09W01W01 D15D15 D09D09W01W01 D15D15 D09D09W01W01 D15D15 W06W06 W08W08 W01W01D09D09W01W01 W08W08 W01W01D09D09W01W01W01W01D09D09W01W01 W08W08W08W08 PROJECT PROJECT INFORMATION CODES 2015 INTERNATIONAL RESIDENTIAL CODE, W/ TOWN OF ESTES PARK AMMENDMENTS CONTRACTOR: KINLEY BUILT 970-227-4865 NATHAN@KINLEYBUILT.COM ENGINEER: TRAIL RIDGE CONSULTING ENGINEERS 970-308-8221 DBANGS@TRAILRIDGECE.COM ARCHITECTURAL: WILDERMAN DESIGNS LLC 303-591-3536 DESIGNSTUDIO7@COMCAST.NET SINGLE FAMILY DWELLING A-1 TITLE PAGE. SITE PLAN, FRONT ELEVATION A-2 ELEVATIONS RIGHT, LEFT, REAR A-3 2ND FLOOR PLAN, FOUNDATION PLAN A-4 FLOOR PLAN A-5 ROOF PLAN, TYPICAL DETAILS A-6 ELECTRICAL PLANS A-7 SECTIONS A,B SHEET INDEX 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-1 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Parenteau Residence BUILDING INFORMATION scale 1/4"=1'-0" Front Elevation Construction Plans 7-22-21 MAX Reviewed by SAFEbuilt 09/28/2021 scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan North Elevation Basement Plan Main Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Lower Floor Plan W02W02W02W02 10 12 4 12 5'-4" 3'-5" 11 5566 44 33 88 99 1010 W02W02W02W02 MATERIAL SCHEDULE 40 YEAR ASPHALT SHINGLES BOARD & BATT SIDING LAP SIDING CULTURED STONE VENEER 2X12 FASCIA W/ 2X8 SHADOW BOARD 2X12 FRIEZE BOARD 2X10 BAND 4" CORNER TRIM CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT SHINGLE STYLE SIDING 11 22 33 44 55 66 77 88 99 1010 1111 11 22 33 44 55 66 77 88 99 1010 1111 W04W04W04W04W04W04W04W04 D13D13 W10W10W04W04W04W04 D13D13 W10W10W04W04W04W04 W03W03 D13D13 W03W03 D13D13 W07W07W07W07 W03W03W03W03 W07W07W07W07 W03W03W03W03 W07W07W07W07W07W07W07W07W07W07W07W07 10 12 11 55 66 33 88 99 1010 99 W04W04W04W04W04W04W04W04 D13D13 W10W10W04W04W04W04 D13D13 W10W10W04W04W04W04 W03W03 D13D13 W03W03 D13D13 W07W07W07W07 W03W03W03W03 W07W07W07W07 W03W03W03W03 W07W07W07W07W07W07W07W07W07W07W07W07 W11W11 W05W05 W11W11 W05W05W05W05 10 12 4 12 5'-4" 3'-5" 11 55 66 44 33 88 99 1010 55 66 22 W11W11 W05W05 W11W11 W05W05W05W05 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-2 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 scale 1/4"=1'-0" Left Side Elevation scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation Construction Plans 7-22-21 Reviewed by SAFEbuilt 09/28/2021 scale 1/4"=1'-0" Front Elevation First Floor Plan scale 1/4"=1'-0" Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Floor Plan Main Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan scale 1/4"=1'-0" Foundation Plan 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists CRAWL ACCESS 22x30 Beam per Engineer Beam per Engineer Post Post Post Post FrontFront Exterior Elevation Front RearRear Exterior Elevation Back RightRight Exterior Elevation Right A AAA Section A B B B B Section B 28'7'-8"13'-4" 49' 4'1'-9 1/2" 29' 25' 54' 5' 29'-8" 5'-6" 6' 5'-6" 6'-10 1/4" 54' 12'-4" 1'-9 1/2"53' 10'-10"10'-10" 12'-6"10'-5 1/4"9'-2"16'-10 3/4" 13'-1 3/4" 16'-9 1/2" 16'-8 3/4" 10'-1 3/4"15'-8 1/2"27'-1 3/4" 1658 sq ft 649 sq ft Garage-Under Slab Crawl Space HEAT SUPPLY COLD AIR RETURN R-19 BASEMENT DRAPE FLOOR COVERED W/ POLY VAPOR BARRIER - CARRY 20" UP WALLS AND TAPE TO INSULATION RADON VENT CRAWL SPACE VENTILATION PROVIDED BY HVAC SYSTEM conc. piers per engineer R E F E R T O E N G I N E E R I N G R E F E R T O E N G I N E E R I N G R E F E R T O E N G I N E E R I N G DN W09W09 W06W06 A AAA Section A B B B B Section B 7'14'7' 5 1/2"8'-1 1/2"1'-9 7/8" 9'-11 3/8" 9'-1 1/2" 7'7' 25'-5 1/2" 3' 28'-5 1/2" 4'-4"10'-3" 14'-7" 28'-5 1/2" 7'6'-1 1/2"3'-4"4'-6 1/2"7' 7'-5" 3' 4'-5" 7'9'-6" 345 sq ft 78 sq ft 24 sq ft Stairwell Bonus Room Living Area OPTIONAL FULL WALLS W/ MIN 36"x36" LANDING W/ DOOR ATTIC ACCESS 22x30 MIN GABLE BRACKET GABLE BRACKET GABLE BRACKET GABLE BRACKET 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-3 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7-22-21 PROVIDE DWELLING/GARAGE SEPARATION PER TABLE R302.6 Reviewed by SAFEbuilt 09/28/2021 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan scale 1/4"=1'-0" First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan SB2422L 3DB3022 LCB4436R 3DB43 B27L B27R SB36 SB27R SB2422L SB2422R 3DB1822 LCB3642L 3DB44 B15L SB2422L 3DB3022 LCB4436R 3DB43 B27L B27R SB36 SB27R SB2422L SB2422R 3DB1822 LCB3642L 3DB44 B15L DWDW U242490R DCW2448R W5642 W382124 W3036 W3036 DCW2448L W5642 W2036R W3654 W3030 36110PT D16D16 W02W02 W02W02 4368 W07W07 W07W07 W07W07 W03W03 W03W03 D13D13 W10W10 W04W04 W04W04 W05W05 W11W11 W08W08 W01W01 D09D09 W01W01 D15D15D15D15 D08D08 D03D03 D05D05 D05D05 D06D06 D11D11 D06D06 D12D12 D05D05 D02D02 D04D04 D03D03 D07D07 D01D01 D10D10D14D14 W05W05 UP CRAWL ACCESS 22x30 6x12 Beam 6x6 Post 6x6 Post 6x6 Post6x6 Post E1E1 Elevation 1 FrontFront Exterior Elevation Front LeftLeft Exterior Elevation Left RearRear Exterior Elevation Back RightRight Exterior Elevation Right A AAA Section A B B B B Section B 2' 23' 2'-6" 3' 5' 3'-6"9'3'9'3'-6"1'-5"2'-5"2'-5"1'-5"6'-8"6'-8" 28'7'-8"13'-4" 49' 4'1'-9 1/2" 5'-11" 5'-6" 3' 2'-6" 10'-7 1/2" 2'-4" 5'-3 1/2" 11'-5" 5'-6" 6' 5'-6" 7'-0 1/2" 54' 12'-4" 6'-2"2'-11"2'-11"8'-3 1/2"9'-3 1/2"2'-8"4'4'-11 1/2"3'-2"3'-2"5'-5 1/2" 1'-9 1/2"36'-3"16'-9" 54'-9 1/2" 2'-4 1/2" 8'-10" 2'-2 1/2" 13'-5" 7'-0 1/2" 5'-6 1/2" 3' 25' 54' 5' 11'-9"16'-1"26'-11 1/2" 6'-6 1/2"6'-3 1/2"3'-11" 7'-11 1/2" 4'-0 1/2" 1'-9" 7'-3"5'-7"3'-8"11'-0 1/2"2'-6 1/2"5'-7"3'-9 1/2"2'-11"6'-7 1/2" 3'-1 1/2"3'-5"6'-3 1/2"3'-8"10'3'-7"5'-7"2'-6"10'-10" 8'-1 1/2" 7'-0 1/2"4' 8'-10" 4' 5'-7" 1'-11" 4'-4" 3'-0 1/2" 7'-9" 5'-6" 5'-5" 6' 3'-11"9'-2"3' 9"14'-1 1/2"9" 4'-1"10'10'10'2'-2" 3'-4" 1'-7 1/2" 1'-7 1/2" 1'-7 1/2" 1'-7 1/2" 660 sq ft 1950 sq ft 148 sq ft 210 sq ft 131 sq ft 123 sq ft 49 sq ft 7 sq ft 11 sq ft 12 sq ft 51 sq ft71 sq ft 86 sq ft 18 sq ft 253 sq ft 6 sq ft 64 sq ft 155 sq ft 18 sq ft 83 sq ft 76 sq ft 5 sq ft 26 sq ft 14 sq ft Living Area Garage Office 1 Office 2 Bath Closet Closet W/C Mud/Laundry Master Bdrm Entry Mechanical Walk-In Closet Coat Living Dining Kitchen Hall Hall Broom SHOWER Pantry Storage TIMBER TRUSS TIMBER TRUSS TIMBER TRUSS TIMBER TRUSS Stair ROUGH CEILING @ 9'-9" 12" DROPPED SOFFIT Bath VAULTED CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING HIGH VAULTED CEILING FIRE DOOR W/ CLOSER ENTIRE GARAGE, WALLS AND CEILING TO BE 5/8" TYPE X GYP DOOR SCHEDULE NUMBER LABEL QTY SIZE WIDTH DESCRIPTION HEIGHT COMMENTS D01 2068 1 2068 L/R IN 24 "DOUBLE HINGED-DOOR P01 80 " D02 21068 1 21068 R IN 34 "HINGED-DOOR P01 80 " D03 2468 2 2468 L IN 28 "HINGED-DOOR P01 80 " D04 2668 1 2668 L 30 "POCKET-DOOR P01 80 " D05 2668 3 2668 L IN 30 "HINGED-DOOR P01 80 " D06 2668 2 2668 R IN 30 "HINGED-DOOR P01 80 " D07 3068 1 3068 L EX 36 "20 MINUTE FIRE DOOR W/ CLOSER 80 " D08 3068 1 3068 R 36 "POCKET-DOOR P01 80 " D09 3068 1 3068 R EX 36 "EXT. HINGED-DOOR E21 80 " D10 4068 1 4068 L/R EX 48 "EXT. DOUBLE HINGED-SLAB 80 " D11 5068 1 5068 L IN 60 "SLIDER-PANEL 80 " D12 5068 1 5068 R IN 60 "SLIDER-PANEL 80 " D13 6068 1 6068 L IN 72 "SLIDER-GLASS PANEL 80 " D14 6068 1 6068 L/R EX 72 "EXT. DOUBLE HINGED-SLAB 80 " D15 9080 2 9080 108 "GARAGE-GARAGE DOOR CHD09 96 " D16 3068 1 3068 L EX 36 "EXT. HINGED-DOOR E21 80 " WINDOW SCHEDULE NUMBER 3D EXTERIOR ELEVATION ROOM NAME LABEL QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION COMMENTS W01 ENTRY 1668FX 2 1 1668FX 18 "80 "YES FIXED GLASS W02 MASTER BDRM 2020FX 2 1 2020FX 24 "24 "YES FIXED GLASS W03 KITCHEN 2640SH 2 1 2640SH 30 "48 "SINGLE HUNG W04 LIVING 2950SH 2 1 2950SH 33 "60 "YES SINGLE HUNG W05 LIVING 3020FX 2 1 3020FX 36 "24 "YES FIXED GLASS W06 UNSPECIFIED 2626FX 1 2 2626FX 30 "30 "YES FIXED GLASS W07 MASTER BDRM 3050SH 3 1 3050SH 36 "60 "YES SINGLE HUNG W08 OFFICE 1 6250MU 1 1 6250 74 "60 "MULLED UNIT W09 BONUS ROOM 6250MU 1 2 6250 74 "60 "YES MULLED UNIT W10 LIVING/UNSPECIFIED 2950SH 1 1 2950SH 33 "60 "YES SINGLE HUNG W11 OFFICE 2 6250MU 1 1 6250 74 "60 "MULLED UNIT 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-4 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7-22-21 PROVIDE ENGINEERED TRUSS LAYOUT AND PRODUCT SPECS Reviewed by SAFEbuilt 09/28/2021 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan scale 1/4"=1'-0" Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan UP 1 3/4 : 12 10 : 12 4 : 12 10 : 12 10 : 12 10 : 12 10 : 12 10 : 12 3 : 12 4 : 12 10 : 12 10 : 12 10 : 12 1 3/4 : 12 Rafters Rafters Rafters Trusses Trusses Trusses 1'-6" 1'-6" 1'-6" 1'-6" 8" 8" 8" 1'-6" 8'-5 1/2" 1'-6" 1'-6" VAULTED CEILING 9'-9" CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING CEILING @ 181 3/8" A.F.F. ATTIC TRUSSES OVER GARAGE 12" SOFFIT Garage/House (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board5/8" Type X Gypsum Board GARAGE INTERIOR R-23 Blown Fiberglass Insulation scale 1"=1' Typ Interior 2x6 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board 1/2" Gypsum Board scale 1"=1' (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" Gypsum Board1/2" Gypsum Board Typ Interior 2x4 scale 1"=1' Typical Foundation scale 1"=1' 8" CONCRETE FOUNDATION REBAR PER ENGINEER FOOTING DRAIN FOOTING SEAL COATING 2x6 STUDS @ 16" O.C. W/ R-23 BLOWN FIBERGLASS (TYP) 7/16" ZIP SYSTEM SHEATHING PANEL W/ SEAM TAPE TREATED 2x6 SILL W/ SILL SEAL W/ 1/2"x10" CAST-IN-PLACE ANCHOR BOLTS JOISTS PER ENG.RIM JOIST 3/4" T&G DECKING BASEBOARD FLOOR FINISH GARAGE EXTERIORINTERIOR Eave Detail scale 1"=1' TRUSSES 1/2" OSB SHEATHING 40 YEAR ASPHALT SHINGLES OVER 30# FELT DRIP EDGE FLASHING GUTTER 2x6 SHADOW BD. 2x10 FASCIA T&G SOFFIT W/ CONTINUOUS VENT 5/8" GYP TRUSS CLIP DOUBLE 2x6 PLATE 2x6 STUDS @ 16" O.C. W/ R-23 BLOWN FIBERGLASS 1/2" GYP R-49 BLOWN FIBERGLASS 2x6 SUB-FASCIA VENT BAFFLES SIDING PER ELEVATION R-19 VINYL FACED BASEMENT DRAPE POLY VAPOR BARRIER BOTTOM PLATE 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-5 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7-22-21 Reviewed by SAFEbuilt 09/28/2021 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan DN SD R R R RR R R WP R 4 GFCI 3WP SD T TV DESCRIPTIONSYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures, Recessed Can Light Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Wall Jacks: TV/Cable Telephone Jack Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Smoke/CO Detectors: Ceiling Mounted, Wall MountedCO/SD ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. ORG.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5.FIXTURES TO BE SELECTED BY HOME OWNER. UP CO/SD CO/SD CO/SD OPENEROPENER TV TV TV TV TV SD RR R R R RRR SD SD WP WP GFCI GFCI GFCI R R R R R R R R RR R R R R R R R R R R R R R R R R 3 3 R 3 3 3 R RR 3 3 3 3 3 BREAKER PANEL scale 1/4"=1'-0" Second Floor Electrical Plan scale 1/4"=1'-0" First Floor Electrical Plan Exterior light sources shall be concealed or shielded with luminaires with cut-offs with an angle not exceeding ninety (90) degrees to minimize the potential for glare and unnecessary diffusion on adjacent property. In no case shall exterior lighting add more than one (1) foot-candle to illumination levels at any point off site. DARK SKY LIGHTING 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-6 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7-22-21 Reviewed by SAFEbuilt 09/28/2021 D16D16 W02W02 W02W02 Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 9.95' 10 1/4" Highest Ridge 22.39' 149 1/4" Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" 7 1/2"10"9'-1 1/8" 6'-8" 9'-9" 1' 8'-9" 1'-7 1/2"9'-5"1'-7 1/2" 45° Attic Crawl Space Garage Master Bedroom Bonus Room Hall Stair min. HEADROOM R-30 BATTS 5/8" TYPE X GYP D16D16 W02W02 W02W02 D14D14 D13D13 D06D06 D12D12D07D07D10D10D14D14 10 12 5'-1 1/8" 7'14'7' Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 9.95' 10 1/4" Highest Ridge 22.39' 149 1/4" Attic Crawl Space Garage Office 1 Bonus Room Entry AtticAttic D14D14 D13D13 D06D06 D12D12D07D07D10D10D14D14 4"2' 2'-1" 2'-3" 4x6 6x6 6x6 4x8 4x6 @ 18" O.C. scale 1"=1'-0" Garage Bracket Detail 7/22/2021 Contractor Mike & Jane Parenteau Lot 6, Mountain Meadow Subdivision - Estes Park CO A-7 Parenteau Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 SEE IRC SECTION R311.7 STAIRWAYS WIDTH - STAIRWAY SHALL BE NOT LESS THAN 36" WIDE - HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2" ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31-1/2" HEADROOM - MINIMUM HEADROOM REQUIRED 6'-8" MEASURED FROM SLOPE OF STAIR NOSING TO FINISHED SURFACE DIRECTLY ABOVE VERTICAL RISE - VERTICAL RISE SHALL NOT EXCEED 147" BETWEEN FLOORS AND LANDINGS RISERS - RISERS SHALL NOT EXCEED 7-3/4" AND SHALL NOT VARY MORE THAN 3/8" BETWEEN THE TALLEST AND THE SHORTEST RISER WITHIN A SET OF STAIRS TREADS - TREAD DEPTH SHALL NOT BE LESS THAN 10" AND THE WIDEST AND THE NARROWEST TREAD WITHIN A SET OF STAIRS SHALL NOT VARY MY MORE THAN 3/8" LANDINGS - THERE SHALL BE A LANDING AT THE TOP AND THE BOTTOM OF THE STAIR THAT MUST BE AT LEAST AS WIDE AS THE STAIR AND BE NO LESS THAN 36" IN THE DIRECTION OF TRAVEL HANDRAILS - A 1-1/2" GRIP SIZE HANDRAIL SHALL BE PROVIDED 34" TO 38" ABOVE THE LINE OF TREAD NOSING AND BE CONTINUOUS FOR THE ENTIRETY OF THE SECTION OF STAIR RAILINGS - RAILINGS OR GUARDS SHALL BE PROVIDED AT OPEN SIDE OF STAIR PER SECTION R312 THIS NOTE SHOWS ONLY THE GENERAL REQUIREMENTS FOR THIS SECTION - REFER TO IRC SECTION R311.7 FOR COMPLETE INFORMATION scale 3/8"=1'-0" Section Detail B scale 3/8"=1'-0" Section Detail A Construction Plans 7-22-21 Reviewed by SAFEbuilt 09/28/2021 DESIGN LOADS CODE: 2015 IRC W/ToEP LOCAL AMENDMENTS ELEVATION: 7980 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 70 PSF SLOPED ROOF SNOW LOAD: 54 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B ASSUMED SOIL BEARING CAPACITY: 2500 PSF (ENGINEER TO VERIFY) GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. EXCAVATION 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. CAST-IN-PLACE CONCRETE 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 3 4" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 3 4" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 1 2" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 7" MINIMUM AND SHALL BE PLACED A MINIMUM OF 48" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. WOOD FRAMING AND SHEATHING 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON THIS SHEET. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B OPEN-WEB WOOD TRUSSES 1. MANUFACTURE AND INSTALLATION OF METAL PLATED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION," BCSI-2008 (BUILDING COMPONENT SAFETY INFORMATION) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," AND DSB-89 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." 2. PRE-ENGINEERED, PREFABRICATED TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO, AND SHALL COMPLY WITH CODE REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FULL DEAD LOADS AND THE SUPERIMPOSED DESIGN LOADS NOTED ABOVE OR ON THE DRAWINGS. 4. STRESSES SHALL NOT EXCEED THOSE LISTED IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT (AF&PA NDS-2005). <NO INCREASES IN STRESS ARE ALLOWED FOR DURATION OF LOAD.> 5. THE FABRICATOR SHALL DETERMINE TRUSS WEB ARRANGEMENTS AND MEMBER FORCES. 6. TRUSS TO TRUSS CONNECTIONS SPECIFIED SHALL BE BY TRUSS SUPPLIER, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 7. UNLESS OTHERWISE INDICATED, TRUSSES SHALL BE DESIGNED FOR PERPENDICULAR TO GRAIN BEARING ON HEM FIR PLATES (405 PSI). END GRAIN BEARING IS NOT ALLOWED UNLESS ACCEPTED IN WRITING BY ENGINEER. DESIGN TRUSS FOR BEARING BLOCKS OR TRUSS BEARING ENHANCERS AS REQUIRED TO COMPENSATE FOR OVERSTRESSES. SPECIFY SIZE, SPECIES, AND NAILING FOR BEARING BLOCKS. 8. TRUSS FABRICATOR SHALL SPECIFY ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING. CALCULATIONS AND SHOP DRAWINGS, INCLUDING MEMBER SIZES, LUMBER SPECIES AND GRADES, AND SUBSTANTIATING DATA FOR CONNECTOR CAPACITIES, SHALL BE SUBMITTED TO THE ENGINEER/LOCAL ENTITY BUILDING OFFICIAL FOR REVIEW PRIOR TO FRAMING INSPECTION. TYPICAL DETAILS/CONSTRUCTION SCHEDULES 8/13/21 Reviewed by SAFEbuilt 09/28/2021 6" MIN 30" MIN 8" WALL 16" 8" #4 VERT @ SPACING PER NOTES ON SHEET S1 W/4" HOOK (2) #4 CONT. #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING REINFORCED SLAB WALL FRAMING 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF CENTER IN SLAB 53' 54' 1'-91 2" 1'-91 2"4'13'-4"7'-8"28' 28'-4" 25'-8" 12'-4" 5' 29'-8" 5'-6" 6' 5'-6" CRAWL SPACE F16 HD1 F16 F16 F16 F16 F16 F16 F16 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F36 F36 F42 F42 F42 F42 12'-33 4"3'-11"9'-6"9'-6"12'-51 4" 12'-51 4"7'-103 4" 16'-23 4" 7'-85 8" 8'-45 8" 12'-13 8" 6'-93 4" 10'-63 4"14'-101 2" 12"x18" PIER W/(3) #4 BARS EA. 18" FACE HOOK INTO PAD W/4" HOOK 12"x18" PIER W/(3) #4 BARS EA. 18" FACE HOOK INTO PAD W/4" HOOK F24 F24 HD1 HD1 HD1 HD1HD1 HD1HD1HD1 HD1 6" MIN 30" MIN 8" WALL 16" 8" #4 VERT @ SPACING PER NOTES ON SHEET S1 W/4" HOOK (2) #4 CONT. #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING FLOOR FRAMING WALL FRAMING 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B FOUNDATION NOTES: 1. CONCRETE WALL/FOOTING CONSTRUCTION TO BE INSTALLED PER GENERAL NOTES ON SHEET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 3. FOUNDATION DIMENSIONS SHOWN ARE TO CENTER OF PAD FOOTING OR EXTERIOR CORNER OF FORM UNLESS NOTED OTHERWISE. 4. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 5. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 6. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. 0'4'8'2'16' HOLD-DOWN SCHEDULE HD1- SIMPSON STHD14/STHD14-RJ AS APPLICABLE SCALE: NTS FOUNDATION PLAN STANDARD FROST WALL DETAIL 8/13/21 POST BASE SCHEDULE 6x6 - SIMPSON ABU66Z Reviewed by SAFEbuilt 09/28/2021 FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. TYPICAL FLOOR ASSEMBLY INCLUDES 11 7 8" I-JOISTS, 3 4" PLYWOOD, AND FINISH PER ARCHITECTURAL DRAWINGS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 6. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2018 IRC REQUIREMENTS. HANGER SCHEDULE: FACE MOUNT RFPI40- SIMPSON IUS2.37/11.88 11 7 8" R F P I 4 0 @ 1 6 " O . C . (3 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 11 7 8" R F P I 4 0 @ 1 6 " O . C . 11 7 8" R F P I 4 0 @ 1 6 " O . C . 6x6 POST 8x8 POST 8x8 POST 8x8 POST 8x8 POST (3 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M (4 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M (4 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 8x8 POST (4) 13 4"x117 8" LVL DROPPED BEAM (3) 13 4"x117 8" LVL DROPPED BEAM (2) 13 4"x117 8" LVL DROPPED BEAM BEAM TO BEAR ON STUD PACK ON FOOTING BELOW BEAM TO BEAR ON STUD PACK ON FOOTING BELOW BEAM TO BEAR ON STUD PACK ON FOOTING BELOW BEAM TO BEAR ON STUD PACK ON FOOTING BELOW BEAM TO BEAR ON STUD PACK ON FOOTING BELOW BOTH BEAMS TO BEAR ON STUD PACK ON FOOTING BELOW BEAM TO BEAR ON STUD PACK ON FOOTING BELOW FLOOR JOISTS TO BEAR ON 2x6 KNEE WALL ON FOOTING BELOW TYP. THIS WALL MAIN FLOOR FRAMING PLAN 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B 8/13/21 Reviewed by SAFEbuilt 09/28/2021 ROOF FRAMING NOTES: 1. UPLIFT CONNECTIONS TO BE PROVIDED PER TRUSS MANUFACTURERS SPECIFICATIONS. UPLIFT CONNECTIONS FOR A SOLID SAWN RAFTERS TO BE MADE WITH AN H2.5A HURRICANE CLIP @ EACH RAFTER TO PLATE/BEAM CONNECTION. 2. SOLID BLOCKING FOR ALL REPETITIVE ROOF FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 3. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 4. GENERAL NAILING AND FRAMING REQUIREMENTS FOR ROOF FRAMING TO BE PER GENERAL NOTES ON SHEET S1. 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND SLOPES FOR ROOF FRAMING. 6. SHEATHING REQUIREMENTS (THICKNESS AND NAILING PATTERNS TO BE PER GENERAL NOTES ON SHEET S1. 7. ALL WOOD STRUCTURAL MEMBERS TO BE HEM-FIR #2 OR BETTER UNLESS OTHERWISE NOTED. 8. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 9. ALL OUT-LOOKERS TO BE FRAMED WITH 2x6 MEMBERS AND CONNECTED WITH SIMPSON H2.5 CLIPS @ EXTERIOR BEARING POINTS. HANGER SCHEDULE: 2x10 RAFTERS - SIMPSON LRU210 P.E. ATTIC TRUSSES @ 24" O.C. OVERFRAME AREA: 2x10 RAFTERS 24" O.C. (2) 2x10 RIDGE BEAM (2) 6x6 POST W/SIMPSON CPZT4 CONNECTOR (2) 1 3 4"x 11 7 8" LVL HEADER P.E. TRUSSES @ 24" O.C. P.E. TRUSSES @ 24" O.C. P.E. TRUSSES @ 24" O.C. 2x10 @ 24" O.C. 2x10 @ 24" O.C. (2 ) 2 x 1 2 R I D G E B E A M (2) 13 4"x91 2" LVL HEADER 2x 1 0 @ 24 " O . C . (2) 1 3 4"x 11 7 8" LVL HEADER (2) 13 4"x91 2" LVL HEADER(3) 2x10 DROPPED BEAM (3 ) 1 3 4"x 9 1 2" L V L H E A D E R (3 ) 2 x 1 0 D R O P P E D B E A M 10 12 7'-11 1 16" 1'-2" 51 2"16'-1"51 2" 17' 8x12 DF#1 DROPPED RIDGE BEAM TI M B E R T R U S S TI M B E R T R U S S TI M B E R T R U S S TI M B E R T R U S S (3) 13 4"x91 2" LVL HEADER(3) 13 4"x91 2" LVL HEADER(2) 13 4"x91 2" LVL HEADER(2) 13 4"x91 2" LVL HEADER (2 ) 1 3 4"x 9 1 2" L V L H E A D E R 2x 1 2 @ 2 4 " O . C . 2x 1 2 @ 2 4 " O . C . 2x 1 2 @ 2 4 " O . C . 6x12 DF#1 DROPPED BEAM (2) 6x6 POST W/SIMPSON CPZT4 CONNECTOR 8x12 TIMBER RIDGE TIMBER TRUSS MEMBERS: TOP CHORD: 8x12 DF#1 BOTTOM CHORD: 8x12 DF#1 WEB MEMBERS: 8x8 DF#1 WEB/TOP CHORD CONNECTION: NOTCH TOP CHORD 1" INSTALL 1 4" DECORATIVE STEEL PLATE EA. SIDE W/(2) 3 4" A-325 BOLT EA. MEMBER WEB/BOTTOM CHORD CONNECTION: NOTCH BOTTOM CHORD 1" INSTALL 1 4" DECORATIVE STEEL PLATE EA. SIDE W/(2) 3 4" A-325 BOLT EA. MEMBER CHORD/CHORD CONNECTION: NOTCH TOP CHORD 1" INSTALL 1 4" DECORATIVE STEEL PLATE EA. SIDE W/(2) 3 4" A-325 BOLT EA. MEMBER TIMBER TRUSS/RIDGE BEAM CONNECTION: (2) 3 4" LAG SCREWS EA SIDE MIN 3" PENETRATION INTO TIMBER RIDGE BEARING WALL BEARING WALLBEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL (2) 13 4"x91 2" LVL BEAM (3 ) 1 3 4"x 9 1 2" L V L H E A D E R RIDGE BEAM TO BEAR ON TRUSS 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B ROOF FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' 8/13/21 TIMBER TRUSS DETAIL Reviewed by SAFEbuilt 09/28/2021 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 3" O.C. EDGE, 3" O.C. FIELD INTERIOR- 1 2" (MIN) GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- EXTERIOR SHEAR WALL- 2X6 @ 16" O.C. SHEATHING (BOTH SIDES): EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" (MIN) GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 3 (BEARING WALL)- INTERIOR BEARING WALL- 2X6 @ 16" O.C. SHEATHING (BOTH SIDES): 1 2" (MIN) GYPSUM BOARD, UN-BLOCKED SCREW W/#6 DRYWALL SCREWS 6" O.C. EDGE, 12" O.C. FIELD NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B MAIN FLOOR BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16' 8/13/21 Reviewed by SAFEbuilt 09/28/2021 Job #: Performed for: Parenteau Residence Mountain Meadow Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 95 Page 1 Ri g h t-Su i te® Un i versal 2021 21.0.07 RSU29846 2021-Sep-25 20:49:27 ...esidence\Parenteau Residence.rup N Crawlspace Crawlspace Sup Riser 8 " Sup Riser 20 x 16 8 " 5 " 7 " 4 " 6 "6 "5 " 5 " 5 " 7 " 6 " 5 " 16 x 10 6 " 10 x 4 115 cfm 16 x 8 10 x 8 Reviewed by SAFEbuilt 09/28/2021 Job #: Performed for: Parenteau Residence Mountain Meadow Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 95 Page 2 Ri g h t-Su i te® Un i versal 2021 21.0.07 RSU29846 2021-Sep-25 20:49:27 ...esidence\Parenteau Residence.rup N MAIN FLOOR Office Office 2 Bathroom 2 Entry Laundry Hallway Living RoomDiningKitchen Master Bedroom WIC Toilet Master Bath Mech Storage Sup Riser 8 " Sup Riser 20 x 16 Ret Riser 8 " 14 x 14 177 cfm 10 x 4 98 cfm 10 x 4 75 cfm 10 x 4 75 cfm 10 x 4 60 cfm 12 x 4 112 cfm 10 x 4 32 cfm 10 x 4 74 cfm 12 x 4 120 cfm 10 x 4 50 cfm 14 x 6 14 x 6 18 x 18 675 cfm 10 x 4 57 cfm 10 x 4 57 cfm 10 x 4 71 cfm 8 " 14 " 8 " Reviewed by SAFEbuilt 09/28/2021 Job #: Performed for: Parenteau Residence Mountain Meadow Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 95 Page 3 Ri ght-Sui te® Un i ve rsal 2 0 2 1 21.0.07 RSU29846 2021-Sep-25 20:49:27 ...esidence\Parenteau Residence.rup N UPPER FLOOR Bonus Room Open To Below Sup Riser 8 " 14 x 6 170 cfm 10 x 6 85 cfm 10 x 6 85 cfm 6 " 6 " Ret Riser 8 " 8 " 8 " 6 " Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Project Summary Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor:Mountain Meadow, Estes Park, CO Notes: Design Information Fort Collins (AWOS), CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F4 Outside db °F91Inside db °F72 Inside db °F75 Design TD °F68 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-24 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh33813 Structure Btuh15813 Ducts Btuh0 Ducts Btuh0Central vent (73 cfm)4541 Btuh Central vent (73 cfm)Btuh1068 Outside air Outside airHumidificationBtuh4573Blower Btuh0 Piping Btuh0Equipment load Btuh42927 Use manufacturer's data y Rate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh16882 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh23 Ducts Btuh0Central vent (73 cfm)Btuh-999 CoolingHeating Outside air43004300Area (ft²)Equipment latent load Btuh0 2620126201Volume (ft³)Air changes/hour 0.130.25 Equipment Total Load (Sen+Lat)Btuh16882 Equiv. AVF (cfm)57109 Req. total capacity at 1.00 SHR ton1.4 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Comfort 95 Single-Stag...Trade CARRIER Model 59SC5B060E17--14 Cond CA13NA024BNG0FAHRI ref 0 Coil CNPVP3017ALA AHRI refEfficiency96.5 AFUE Efficiency 11.5 EER, 14 SEER Heating input Btuh60000 Sensible cooling Btuh19490Heating output Btuh49128 Latent cooling Btuh0 Temperature rise °F53 Total cooling Btuh19490Actual air flow cfm1005 Actual air flow cfm840 Air flow factor cfm/Btuh0.030 Air flow factor cfm/Btuh0.053Static pressure in H2O0.70 Static pressure in H2O0.70 Space thermostat Load sensible heat ratio 1.00 Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Building Analysis Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Doors Ceilings Floors Inf iltration Ventilation Humidif ication % of loadBtuhBtuh/ft²Component 26.3112843.3Walls 14.6628621.8Glazing 6.6284326.5Doors 7.331371.4Ceilings 8.134731.51.5Floors 15.867902.0Infiltration 00Ducts 00Piping 10.74573Humidification 10.64541Ventilation0Adjustments 100.042927Total Cooling Walls Glazing Doors Ceilings OtherInfiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 12.521110.6Walls 31.6534018.5Glazing 5.89749.1Doors 12.821590.9Ceilings 0.5780.0Floors 4.98310.2Infiltration 00Ducts 6.31068Ventilation 25.64320Internal gains 00Blower 0Adjustments 100.016882Total Latent Cooling Load = 0 Btuh Overall U-va lue = 0.0 47 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 15B-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 8" thk 003182.7915.00.041114n 002702.7915.00.04197e 003182.7915.00.041114s 002702.7915.00.04197w 0011772.7915.00.041422all R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 3960.7118953.4020.00.050557n 5280.7125283.4020.00.050744e 5980.7128643.4020.00.050842s 5890.7128203.4020.00.050829w 21110.71101073.4020.00.0502973all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32091n 102411.3197521.80 28235.317421.800.3208e 171318.4202221.800.32093s 151135.393221.800.32043w 453019.3510321.800.320235all Low E 32: Low E Glass U.32, SHGC.32; 9 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 16011.330821.800.32014s Low E 32: Low E Glass U.32, SHGC.32; 9 ft overhang (6.7 ft window ht, 1 ft sep.); 6.67 ft head ht 45411.387521.800.32040s Doors 11D0: Door, wd sc type 9749.09284326.500.390107n Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 21590.9431371.3649.00.0202307 Reviewed by SAFEbuilt 09/28/2021 Floors Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N 20P-30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb ovr 780.247832.3830.00.035329 21A-32t: Bg floor, heavy dry or light damp soil, 4' depth 00.0201978 0026901.36 Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Office By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 660.713163.4020.00.05093n 340.711613.4020.00.05047e 860.714133.4020.00.050122w 1860.718903.4020.00.050262all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32031n 34811.367121.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1660.942411.3649.00.020178 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Office 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 600.712853.4020.00.05084w Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32031w 108835.367121.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1640.942381.3649.00.020175 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 5 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Bathroom 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 320.711533.4020.00.05045w Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 530.94771.3649.00.02057 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 6 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Entry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 710.713383.4020.00.05099n 1420.716813.4020.00.050200e 530.712523.4020.00.05074s 580.712753.4020.00.05081w 3230.7115463.4020.00.050455all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32029n 32811.363321.80 Doors 11D0: Door, wd sc type 1839.0953326.500.39020n Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1210.941761.3649.00.020129 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 7 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Laundry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 610.712913.4020.00.05086n Partitions (none) Windows (none) Doors 11D0: Door, wd sc type 1839.0953326.500.39020n Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1000.941461.3649.00.020107 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 8 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Hallway By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 260.711223.4020.00.05036n Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1930.942811.3649.00.020206 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 9 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Living Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 680.713263.4020.00.05096n 1580.717553.4020.00.050222s 1870.718983.4020.00.050264w 4130.7119793.4020.00.050582all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32028s 51518.460721.80 42335.326121.800.32012w 93823.586921.800.32040all Low E 32: Low E Glass U.32, SHGC.32; 9 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 16011.330821.800.32014s Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2480.943611.3649.00.020265 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 10 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Dining By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 910.714353.4020.00.050128s Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 9 ft overhang (6.7 ft window ht, 1 ft sep.); 6.67 ft head ht 45411.387521.800.32040s Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1700.942461.3649.00.020181 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 11 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Kitchen By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1280.716123.4020.00.050180s Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32020s 36918.443521.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2020.942931.3649.00.020216 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 12 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Master Bedroom By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 820.713943.4020.00.050116e 800.713833.4020.00.050113s 1620.717763.4020.00.050228all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3208e 28235.317421.80 82918.497921.800.32045s 111221.0115321.800.32053all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2320.943371.3649.00.020248 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 13 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:WIC By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 (none) Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 580.94841.3649.00.02062 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 14 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Toilet By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 (none) Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 230.94331.3649.00.02024 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 15 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Master Bath By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 850.714053.4020.00.050119e Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 840.941221.3649.00.02089 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 16 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Mech By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 180.71853.4020.00.05025n 190.71923.4020.00.05027e 370.711773.4020.00.05052all Partitions (none) Windows (none) Doors 11D0: Door, wd sc type 3659.09106626.500.39040n Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 200.94301.3649.00.02022 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 17 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Bonus Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 680.713243.4020.00.05095n 1660.717963.4020.00.050234e 890.714283.4020.00.050126s 1660.717963.4020.00.050234w 4890.7123433.4020.00.050689all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32031n 34811.367121.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 3220.944681.3649.00.020344 Floors 20P-30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb ovr 780.247832.3830.00.035329 Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 18 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Crawlspace By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 15B-15sfc-4: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 8" thk 003182.7915.00.041114n 002702.7915.00.04197e 003182.7915.00.041114s 002702.7915.00.04197w 0011772.7915.00.041422all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 4' depth 00.0201978 0026901.36 Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:38 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 19 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Component Constructions Sep 21, 2021Date:Storage By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(28-Da ily ra nge (°F) Semi-tightConstruction 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 R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 190.71923.4020.00.05027n Partitions (none) Windows (none) Doors 11D0: Door, wd sc type 2449.0971126.500.39027n Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 30.9441.3649.00.0203 Floors (none) Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Entire House Office 2 Exposed wall 502.0 ft 32.5 ft 3 Room height 7.0 ft 9.0 heat/coolft 4 Room dimensions ft177.5x1.0 5 Room area 4299.9 f t²177.5 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 114 114 318 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 755 557 1895 396 124 93 316 66 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 91 0 1975 1024 31 0 671 348 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 107 107 2843 974 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 97 97 270 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 752 744 2528 528 47 47 161 34 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 8 0 174 282 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 114 114 318 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 990 842 2864 598 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 93 0 2022 1713 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 14 28 308 160 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 40 80 875 454 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 97 97 270 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 872 829 2820 589 122 122 413 86 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 43 0 932 1511 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 2307 2307 3137 2159 178 178 241 166 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 329 329 783 78 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 1978 1978 2690 0 0 0 0 0 6 c) AED excursion 196 -45 Envelope loss/gain 27023 10662 1802 655 12 a)Infiltration 6790 831 590 72 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 1 230 Appliances/other 3400 0 Subtotal (lines 6 to 13)33813 15813 2392 957 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 92 27 14 Subtotal 33813 15813 2483 984 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 33813 15813 2483 984 Air required (cfm)Air required (cfm)1005 840 74 52 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Office 2 Bathroom 2 2 Exposed wall 12.8 ft 5.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft12.8x13.8 ft56.9x1.0 5 Room area 175.3 f t²56.9 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 115 84 285 60 45 45 153 32 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 31 0 671 1088 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 175 175 238 164 57 57 77 53 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 476 -27 Envelope loss/gain 1195 1788 230 58 12 a)Infiltration 231 28 91 11 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13)1426 2046 321 569 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 173 64 92 27 14 Subtotal 1599 2110 413 596 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1599 2110 413 596 Air required (cfm)Air required (cfm)48 112 12 32 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Entry Laundry 2 Exposed wall 21.5 ft 11.8 ft 3 Room height 14.2 heat/coolft 9.0 heat/coolft 4 Room dimensions ft129.3x1.0 ft107.0x1.0 5 Room area 129.3 f t²107.0 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 149 99 338 71 106 86 291 61 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 29 0 633 328 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 20 20 533 183 20 20 533 183 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 200 200 681 142 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 74 74 252 53 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 81 81 275 58 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 129 129 176 121 107 107 146 100 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -49 -39 Envelope loss/gain 2888 906 970 304 12 a)Infiltration 1016 124 213 26 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13)3904 1031 1183 831 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 128 43 285 115 14 Subtotal 4033 1074 1468 945 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 4033 1074 1468 945 Air required (cfm)Air required (cfm)120 57 44 50 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Hallway Living Room 2 Exposed wall 4.0 ft 39.8 ft 3 Room height 9.0 heat/coolft 16.0 heat/coolft 4 Room dimensions ft206.4x1.0 ft265.4x1.0 5 Room area 206.4 f t²265.4 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 36 36 122 26 96 96 326 68 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 0 0 0 0 264 222 755 158 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 28 0 607 515 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 14 14 308 160 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 276 264 898 187 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 12 0 261 423 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 206 206 281 193 265 265 361 248 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -10 -28 Envelope loss/gain 403 209 3516 1731 12 a)Infiltration 73 9 1282 157 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)476 217 4798 2788 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -476 -217 92 27 14 Subtotal 0 0 4890 2814 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 4890 2814 Air required (cfm)Air required (cfm)0 0 145 150 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 5...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Dining Kitchen 2 Exposed wall 10.5 ft 12.5 ft 3 Room height 16.0 heat/coolft 16.0 heat/coolft 4 Room dimensions ft17.3x10.5 ft17.3x12.5 5 Room area 181.1 f t²215.6 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 168 128 435 91 200 180 612 128 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 20 0 435 369 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 40 40 875 454 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 181 181 246 170 216 216 293 202 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -34 24 Envelope loss/gain 1556 680 1340 722 12 a)Infiltration 339 41 403 49 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13)1894 721 1744 1771 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 138 48 183 68 14 Subtotal 2032 769 1926 1840 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2032 769 1926 1840 Air required (cfm)Air required (cfm)60 41 57 98 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 6...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Master Bedroom WIC 2 Exposed wall 31.3 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft248.1x1.0 ft9.5x6.5 5 Room area 248.1 f t²61.8 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 124 116 394 82 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 8 0 174 282 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 158 113 383 80 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 45 0 979 829 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 248 248 337 232 62 62 84 58 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 59 -3 Envelope loss/gain 2267 1565 84 55 12 a)Infiltration 567 69 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)2834 2095 84 55 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 158 65 -84 -55 14 Subtotal 2991 2159 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2991 2159 0 0 Air required (cfm)Air required (cfm)89 115 0 0 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 7...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Toilet Master Bath 2 Exposed wall 0 ft 13.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft3.8x6.5 ft13.3x6.8 5 Room area 24.4 f t²89.4 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 0 0 0 0 119 119 405 85 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 24 24 33 23 89 89 122 84 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -1 -31 Envelope loss/gain 33 22 527 137 12 a)Infiltration 0 0 240 29 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13)33 22 767 666 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -33 -22 1628 503 14 Subtotal 0 0 2396 1170 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 2396 1170 Air required (cfm)Air required (cfm)0 0 71 62 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 8...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Mech Bonus Room 2 Exposed wall 10.3 ft 80.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft3.0x7.3 ft344.0x1.0 5 Room area 21.8 f t²344.0 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 65 25 85 18 126 95 324 68 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 31 0 671 348 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 40 40 1066 365 0 0 0 0 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 27 27 92 19 234 234 796 166 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 0 0 0 0 126 126 428 89 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 234 234 796 166 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 22 22 30 20 344 344 468 322 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 329 329 783 78 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -20 -64 Envelope loss/gain 1273 403 4265 1174 12 a)Infiltration 186 23 1451 178 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)1459 425 5716 1351 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -1459 -425 0 0 14 Subtotal 0 0 5716 1351 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 5716 1351 Air required (cfm)Air required (cfm)0 0 170 72 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:38Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 9...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet Sep 21, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Crawlspace Storage 2 Exposed wall 211.0 ft 6.0 ft 3 Room height 2.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft1977.9x1.0 ft3.0x6.0 5 Room area 1977.9 f t²18.0 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 15B-15sfc-415B-15sfc-4 0.0590.059 nn 2.792.79 0.000.00 114 114 318 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0500.050 nn 3.403.40 0.710.71 0 0 0 0 54 27 92 19 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 26.5226.52 9.099.09 0 0 0 0 27 27 711 244 1 1 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ee 2.792.79 0.000.00 97 97 270 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ee 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ss 2.792.79 0.000.00 114 114 318 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ss 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.4318.43 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW 15B-15sfc-415B-15sfc-4 0.0590.059 ww 2.792.79 0.000.00 97 97 270 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 ww 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.2835.28 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 0 0 0 0 3 3 4 3 FF 20P-30c20P-30c 0.0350.035 --2.382.38 0.240.24 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 1978 1978 2690 0 0 0 0 0 6 c) AED excursion 0 -13 Envelope loss/gain 3867 0 807 253 12 a)Infiltration 0 0 109 13 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)3867 0 916 266 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 -916 -266 14 Subtotal 3867 0 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3867 0 0 0 Air required (cfm)Air required (cfm)115 0 0 0 Reviewed by SAFEbuilt 09/28/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-25 20:48:40 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Loads for Multiple Orientations Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(28-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)16882 20328 20567 19287 16670 19479 19574 18749 Latent Load (Btuh)0 0 0 0 0 0 0 0 Total Load (Btuh)16882 20328 20567 19287 16670 19479 19574 18749 Heating AVF (cfm)1005 1005 1005 1005 1005 1005 1005 1005 Cooling AVF (cfm)840 840 840 840 840 840 840 840 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 25000 N NE E SE S SW W NW Front Door faces NorthCurrent Orientation: Front Door faces EastHighest Cooling Load: Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:41 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:AED Assessment Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft5016Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-24.235.6Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(28-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 33.4%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 196 Btuh (PFG - 1.3*AFG)Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:41 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Duct system multi orientation report Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW, NW) Group 7: ( W) Duct Name (SE)(E)(NE)(N) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x426 c410x424 c410x426 c410x432 c Bonus Room 610x685 h610x685 h610x685 h610x685 h Bonus Room-A 610x685 h610x685 h610x685 h610x685 h Crawlspace 610x4115 h610x4115 h610x4115 h610x4115 h Dining 610x471 c610x475 c610x475 c510x460 h Entry 712x4120 h712x4120 h712x4120 h712x4120 h Kitchen 610x496 c610x497 c610x490 c610x486 c Laundry 410x444 h410x444 h410x444 h510x451 c Living Room 610x480 c610x475 c610x473 h610x473 h Living Room-A 610x480 c610x475 c610x473 h610x473 h Master Bath 510x471 h510x471 h510x471 h510x471 h Master Bedroom 510x464 c510x467 c510x461 c410x447 c Master Bedroom-A 510x464 c510x467 c510x461 c410x447 c Office 610x474 h610x474 c610x474 h610x474 h Office 2 512x468 c412x448 h512x455 c612x493 c Supply Trunks st1A 16x8574 h16x8574 h16x8574 h16x8574 h st1B 10x8174 c10x8134 c10x8153 c10x8193 c st1 16x10835 h16x10835 h16x10835 h16x10835 h srs2 20x161005 h20x161005 h8170 h20x161005 h st7 8170 h8170 h8170 h8170 h srs1 8170 h8170 h20x161005 h8170 h st7A 685 h685 h685 h685 h st2 8170 h8170 h8170 h8170 h Return Branches rb4 814x6170 h814x6170 h814x6170 h814x6170 h rb2 1418x18675 h1418x18675 h1418x18675 h1418x18675 h rb3 814x14178 c814x14182 c814x14173 c814x14160 h Friction Rates Heating FR 0.0800.0800.0800.080 Cooling FR 0.0700.0700.0700.070 Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:41 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Duct Name (NW)(W)(SW)(S) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x427 c410x425 c410x427 c410x432 c Bonus Room 610x685 h610x685 h610x685 h610x685 h Bonus Room-A 610x685 h610x685 h610x685 h610x685 h Crawlspace 610x4115 h610x4115 h610x4115 h610x4115 h Dining 510x460 h510x460 h510x460 h510x460 h Entry 712x4120 h712x4120 h712x4120 h712x4120 h Kitchen 610x483 c610x492 c610x493 c610x498 c Laundry 410x444 h410x444 h410x444 h510x450 c Living Room 610x473 h610x473 h610x473 h610x475 c Living Room-A 610x473 h610x473 h610x473 h610x475 c Master Bath 510x471 h510x471 h510x471 h510x471 h Master Bedroom 510x449 c510x458 c510x459 c510x457 c Master Bedroom-A 510x449 c510x458 c510x459 c510x457 c Office 610x486 c610x495 c610x477 c610x474 h Office 2 612x469 c512x452 c612x482 c712x4112 c Supply Trunks st1A 16x8574 h16x8574 h16x8574 h16x8574 h st1B 10x8163 c10x8141 c10x8177 c10x8218 c st1 16x10835 h16x10835 h16x10835 h16x10835 h srs2 8170 h20x161005 h8170 h20x161005 h st7 8170 h8170 h8170 h8170 h srs1 20x161005 h8170 h20x161005 h8170 h st7A 685 h685 h685 h685 h st2 8170 h8170 h8170 h8170 h Return Branches rb4 814x6170 h814x6170 h814x6170 h814x6170 h rb2 1418x18675 h1418x18675 h1418x18675 h1418x18675 h rb3 814x14160 h814x14166 c814x14172 c814x14177 c Friction Rates Heating FR 0.0800.0800.0800.080 Cooling FR 0.0700.0700.0700.070 Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:41 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x424 c410x432 c Bonus Room 610x685 h610x685 h Bonus Room-A 610x685 h610x685 h Crawlspace 610x4115 h610x4115 h Dining 510x460 h610x475 c Entry 712x4120 h712x4120 h Kitchen 610x483 c610x498 c Laundry 410x444 h510x451 c Living Room 610x473 h610x480 c Living Room-A 610x473 h610x480 c Master Bath 510x471 h510x471 h Master Bedroom 410x447 c510x467 c Master Bedroom-A 410x447 c510x467 c Office 610x474 h610x495 c Office 2 412x448 h712x4112 c Supply Trunks st1A 16x8574 h16x8574 h st1B 10x8134 c10x8218 c st1 16x10835 h16x10835 h srs2 8x0170 h20x161005 h st7 8170 h8170 h srs1 8170 h201005 h st7A 685 h685 h st2 8170 h8170 h Return Branches rb4 814x6170 h814x6170 h rb2 1418x18675 h1418x18675 h rb3 814x14160 h814x14182 c Friction Rates Heating FR 0.0800.080 Cooling FR 0.0700.070 Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:41 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM - register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:42 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Static Pressure and Friction Rate Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.700.70External static pressure Pressure losses 0.190.16Coil 00Heat exchanger 0.030.03Supply diffusers 0.030.03Return grilles 0.120.10Filter 00Humidifier 00Balancing damper 00Other device 0.330.38Available static pressure Total Effective Length ReturnSupply (ft)(ft) 2923Measured length of run-out 049Measured length of trunk 112260Equivalent length of fittings 141332Total length 474Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.070OK0.080Supply Ducts OK0.070OK0.080Return Ducts Fitting Equivalent Length Details 4G=80, 8E=10, 8A7=30, 2O1=65, 12O1=10, 12O1=10, 8E=10, 1C=35, 8E=10: TotalEL=260Supply 6M=20, 11H=7, 8A7=30, 11G=5, 11G=5, 5I1=45: TotalEL=112Return Reviewed by SAFEbuilt 09/28/2021 2021-Sep-25 20:48:42 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Job:Duct System Summary Sep 21, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Parenteau Residence, Kinley BuiltFor: Mountain Meadow, Estes Park, CO CoolingHeating External static pressure in H2O0.70in H2O0.70 Pressure losses in H2O0.37in H2O0.32 Available static pressure in H2O0.33in H2O0.38 Supply / return available pressure 0.267 / 0.113 in H2O in H2O0.232 / 0.098 Lowest friction rate in/100ft0.070in/100ft0.080 Actual air flow cfm840cfm1005 Total effective length (TEL)ft474 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk st1B230.059.8ShMt0x04.00.0803212596cBathroom 2 st7200.08.0ShMt0x06.00.12836852858hBonus Room st7A185.023.8ShMt0x06.00.12836852858hBonus Room-A st1A65.041.5ShMt0x06.00.25001153867hCrawlspace st1A235.058.5ShMt0x05.00.09141602032hDining st1A230.058.0ShMt0x07.00.093571204033hEntry st1190.050.8ShMt0x06.00.09698571840cKitchen st1200.031.0ShMt0x05.00.1005044945cLaundry st1B260.072.4ShMt0x06.00.07075731407cLiving Room st1A210.064.8ShMt0x06.00.08475731407cLiving Room-A st1220.08.0ShMt0x05.00.11762712396hMaster Bath st1220.030.5ShMt0x05.00.09257441080cMaster Bedroom st1210.036.8ShMt0x05.00.09457441080cMaster Bedroom-A st1A200.071.5ShMt0x06.00.09852742483hOffice st1B210.053.3ShMt0x07.00.088112482110cOffice 2 Reviewed by SAFEbuilt 09/28/2021 Bold/italic values have been manually overridden 2021-Sep-25 20:48:42 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...ilt\Parenteau Residence\Parenteau Residence.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1A Peak AVF 574 443 0.080 646 11.7 16x8 ShtMetl st1 st1B Peak AVF 132 218 0.070 393 8.4 10x8 ShtMetl st1A st1 Peak AVF 835 768 0.080 752 13.5 16x10 ShtMetl srs2 srs2 Peak AVF 1005 840 0.080 452 14.4 20x16 ShtMetl st7 Peak AVF 170 72 0.128 487 8.0 0x0 ShtMetl srs1 srs1 Peak AVF 170 72 0.128 487 8.0 0x0 ShtMetl st2 st7A Peak AVF 85 36 0.128 433 6.0 0x0 ShtMetl st7 st2 Peak AVF 170 72 0.128 487 8.0 0x0 ShtMetl srs2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk rb4 0x 1700 72 141.3 0.080 487 8.0 x0 0 VlFx rb2 0x 6750 591 109.0 0.104 631 14.0 x0 0 VlFx rb3 0x 1600 177 97.9 0.101 507 8.0 x0 0 VlFx Reviewed by SAFEbuilt 09/28/2021 GAS LINE PRESSURE___________________ ONE LINE DRAWING TO BE ON THIS FORM. ONE LINE TO SHOW ALL DISTANCES FROM POINT TO POINT, BTU'S, SIZES OF PIPE AND PIPE MATERIAL USED BACK TO THE METER. ALL EXISTING EQUIPMENT TO BE SHOWN, ALL NEW EQUIPMENT AND PIPING TO BE CLOUDED. CALULATIONS TO INCLUDE FITTINGS.