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HomeMy WebLinkAboutPLANS SFD 1063 Fall River Ct 2021-11-10(∆ (∆ ∆ (∆ PROPOSED RESIDENCE FFE=7910' PROPOSED GARAGE FFE=7910' 7 9 0 5 7895 7900 791 0 7 9 0 0 7 9 0 1 2. 0 ' 8.5 ' 2 4 . 0 ' 24. 0 ' 15. 5 ' 79 1 0 791 5 7911 7912 791 3 791 4 7916 7917 7 9 1 8 7 9 1 9 7 9 1 5 7 9 1 0 10.3' 14.7' EXISTING 10.0' UTILITY EASEMENT (TYP.) AND APPROVED 10' BUILDING SETBACK APPROVED 15.0' BUILDING SETBACK NEW 12.0' ASPHALT PAVED DRIVEWAY 25.3' 28.8' TOW=7908.9' BOW=7896.0' TOW=7907.9' BOW=7892.0' TOW=7909.5' BOW=7904.1' TOW=7918.0' BOW=7913.3' TOW=7916.6' BOW=7908.0' 17.3' 20.4' 10.3' 10.3' 120 L.F. PROPOSED ROCK WALL OR ROCK EXCAVATION - SEE ROCK WALL DETAIL SHOWN HEREON TOW=7914.2' BOW=7909.8' TAPER WALL TO GRADE TAPER WALL TO GRADE CONCRETE CURB ALONG WALL 40 L.F. PROPOSED ROCK WALL - SEE ROCK WALL DETAIL SHOWN HEREON 8.5' 4 . 1 % 12" NYOPLAST AREA DRAIN DAYLIGHT BELOW RETAINING WALL. RIM EL.=7907.74' PARKING AREA AND TURNAROUND -0+ 0 0 0+85 PT: 0+79.57 PCC: 0+13.17 PCC: 0+26.00 PRC: 0+51.45 TAPER WALL TO GRADE NEW GUARDRAIL 2' OFFSET FROM SHOULDER - COORDINATE WITH PUBLIC WORKS FOR EXACT LOCATION AND LENGTH. SEE ATTACHMENT WITH THIS PLAN FOR CDOT STANDARD GUARDRAIL DETAIL SANITARY SEWER SERVICE TO TIE INTO MAIN TO NORTH IN FALL RIVER COURT 3 4" TYPE "K" COPPER WATER SERVICE 6' CLEAR REQUIREMENT OFNON-COMBUSTIBLE MATERIAL AROUND ENTIRE STRUCTURE NEW DRIVEWAY PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 7900 7905 7910 7915 7920 7925 7900 7905 7910 7915 7920 7925 0+00 0+50 0+85 EG FG 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 NOTE: STAGGER VERTICAL JOINTS BETWEEN COURSES 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 UNDERGROUND ELECTRIC UNDERGROUND FIBER UNDERGROUND GAS SANITARY SEWER MAIN SEWER MANHOLE WATER VALVE FIRE HYDRANT FOUND PROPERTY MONUMENTATION MEASURED DIMENSIONS DEEDED DIMENSIONS 20' SCALE: 1" = 20' 0 40' LEGEND UNDERGROUND TELEPHONE WATER MAIN EASEMENT BOUNDARY EDGE OF ASPHALT SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR CONCRETE SURFACE PROPOSED SITE PLAN GRIFFIN RESIDENCE OWNER GRIFFIN, LARRY, CATHERINE ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: E-1 ESTATE SURROUNDING PROPERTY ZONING CLASSIFICATION: E-1 ESTATE BUILDING SETBACKS = 25' ALL SIDES SETBACK VARIANCE INFORMATION 1.APPLICANT RECEIVED APPROVAL BY THE ESTES PARK BOARD OF ADJUSTMENT AT THE 3/2/21 HEARING FOR A 10' SETBACK FOR THE PROPOSED HOUSE FROM THE SOUTHEASTERLY LOT LINE, AND 15' SETBACK FOR THE PROPOSED HOUSE FROM THE SOUTHWESTERLY LOT LINE. 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 A CALCULATED LINE BETWEEN TWO FOUND MONUMENTS, AS SHOWN HEREON, MEASURED TO BEAR N09°01'46"E. ALL BEARINGS SHOWN HEREON ARE RELATIVE TO THIS ASSUMPTION. PLATTED BEARINGS WERE ROTATED 0°0'5" CLOCKWISE TO MATCH THIS MEASURED LINE. 3.BOUNDARY INFORMATION SHOWN HEREON FOR THE SUBJECT PROPERTY WAS TAKEN FROM THE PLAT OF RECORD FOR FALL RIVER ESTATES, LOCATED AT LARIMER COUNTY RECEPTION #23972. 4.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. 5.ELEVATIONS SHOWN HEREON ARE FROM LARIMER COUNTY 2013 LIDAR DATA AND SUPPLEMENTED BY SITE TOPOGRAPHIC SURVEY. LEGAL DESCRIPTION (VERBATIM FROM WARRANTY DEED AT LARIMER COUNTY RECEPTION #202000083296) LOT 2, BLOCK 2, FALL RIVER ESTATES, A SUBDIVISION OF A PORTION OF SECTIONS 15 AND 22, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO ELEC/TELE/CABLE PEDESTAL/TRANSFORMER 3" TYPE SX HOT MIX ASPHALT 4" COMPACTED CLASS 5 ABC NATIVE SUBGRADE 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2021 DAB 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. PROPERTY MAP SCALE 1"=30' HOUSE AND DRIVEWAY LOCATIONASPHALT SURFACE 11/2/21 Reviewed by SAFEbuilt 11/10/2021 APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 11/10/2021 This structure must comply with the requirements of the 2020 National Electrical Code 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 R905.1.2All Irrigation Sprinkler Taps Shall be Protected by an Approved Back Flow Device ON-DEMAND WATER HEATERS ARE NOT PERMITTED FOR THIS PROJECT PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. Rim joist shall have an air barrier on the interior between each joist. scale 1/4"=1'-0" Front Elevation 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. SERVICE DESCRIPTION NAMAQUA BLUEPRINT LLC, WILDERMAN DESIGNS, TODD WILDERMAN (DESIGNER) PROVIDES ARCHITECTURAL DESIGN AND DRAFTING FOR ALLOWED PROJECTS PER COLORADO STATUTE. THE INTENT OF THIS SERVICE IS TO PROVIDE OVERALL CONCEPT COMMUNICATION. EXACT SPECIFICATIONS MAY VARY FROM WHAT IS ON THE PLANS AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR CLIENT TO VERIFY AND ADJUST AS NEEDED. PROJECTS REQUIRING PROFESSIONAL ENGINEERING OR OTHER PROFESSIONAL SERVICE SHALL HAVE DRAWINGS AND SPECIFICATIONS PROVIDED BY ASSOCIATED PROFESSIONALS IN THESE FIELDS OF SERVICE. CONTRACTOR OR CLIENT SHALL COORDINATE INFORMATION AND ADJUST AS NEEDED. DESIGNER MAKES NO CLAIM OF ACCURACY OR EXACTNESS AND THE PROJECT SHALL BE ASSEMBLED ACCORDING TO ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. CLIENT UNDERSTANDS THAT THERE IS NO ARCHITECTURAL STAMP OR LICENSE ASSOCIATED WITH THESE PLANS. CLIENT AND CONTRACTOR WILL INDEMNIFY AND HOLD DESIGNER HARMLESS FROM ANY AND ALL CLAIMS AS A RESULT OF THE USE OF THESE PLANS. THESE PLANS AND THE ASSOCIATED DESIGN ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED OR TRANSFERRED WITHOUT EXPRESS PERMISSION OF DESIGNER. PROJECT PROJECT INFORMATION CODES BUILDING INFORMATION OCCUPANCY GROUP:IRC/SFD CONSTRCTION TYPE:V-B NS STORIES:1 HEIGHT:17'-11" AT FRONT 32'-6" AT REAR BEDROOMS: 3 AREA: MAIN LEVEL:2383 MAIN LEVEL DECK 700 LOWER LEVEL:1739 LOWER LEVEL DECK:700 SHOP:1269 GARAGE:818 PORCH:135 2015 INTERNATIONAL RESIDENTIAL CODE WITH LARIMER COUNTY, CO AMENDMENTS 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 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 A-1 TITLE PAGE A-2 ELEVATIONS FRONT & LEFT A-3 ELEVATIONS RIGHT & REAR A-4 BASEMENT PLAN - DOOR SCHEDULE A-5 1ST FLOOR PLAN - DOOR SCHEDULE A-6 2ND FLOOR PLAN, SECTION D A-7 TYPICAL DETAILS, ROOF PLAN A-8 ELECTRICAL PLANS A-9 WINDOW SCHEDULE A-10 WINDOW SCHEDULE, SECTION C, DOOR SCHEDULE A-11 TIMBER TRUSS DETAIL, SECTION A A-12 SECTION B A-13 FLOOR FRAMING DIAGRAMS SHEET INDEX Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-1 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 G ri ffi n Res i dence Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation 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 D08D08 W39W39 W07W07W10W10 D08D08 W39W39 W16W16 W39W39 W32W32 D20D20 W39W39 D19D19D20D20 1 0 1 2 3 4 5 4 12 8 12 Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Ridge 23.71' 162 11/16" 26'-4" 3'-7" MEAN LEVEL HEIGHT B/T HIGHEST TOP PLATE AND HIGHEST RIDGE MEAN LEVEL FINISHED GRADE AA BB CC DD EE FF 40 YEAR ASPHALT SHINGLES SHINGLE STYLE SIDING 1x10 BOARD W/ 1x4 BATTEN SIDING CULTURED STONE VENEER 36" DECK RAILING - SPACES NOT TO EXCEED 4" STONE RETAINING WALL PER ENGINEER FF GG FOUNDATION TO STEP PER GRADE HH FOOTING TO BE MIN 30" BELOW GRADE EE DD DD CC CC CC CC CC BB AA AA AA AA II RAFTERED ROOF PLANE - NO VENTILATION JJ VENTILATED ROOF - CONTINUOUS SOFFIT AND EAVE VENTS JJ II II Key Notes HH HH GG D08D08 W39W39 W07W07W10W10 D08D08 W39W39 W16W16 W39W39 W32W32 D20D20 W39W39 D19D19D20D20 W34W34 W19W19 W18W18 W27W27 W03W03D15D15W30W30 W38W38 W04W04 W38W38 4 12 4 12 11.5 12 4 12 4 12 1 0 1 2 3 4 5 Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Highest Ridge 23.71' 162 11/16" 3'-7" 3'-7" JJJJ AAAA DD DD DDEE EE CC CC CC CC CC BB BB FF MEAN LEVEL HEIGHT B/T HIGHEST TOP PLATE AND HIGHEST RIDGE HIGHEST TOP PLATE W34W34 W19W19 W18W18 W27W27 W03W03D15D15W30W30 W38W38 W04W04 W38W38 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-2 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 scale 1/4"=1'-0" Front Elevation scale 1/4"=1'-0" Left Side Elevation Construction Plans 8-30-21 CONTRACTOR OPTED FOR DEFENSIBLE AREA TO COMPLY WITH WILDFIRE MITIGATION Reviewed by SAFEbuilt 11/10/2021 scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Left Side Elevation North Elevation Floor 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 W22W22 W17W17W35W35W36W36 W01W01W14W14 W20W20 W06W06 W02W02 W33W33 W20W20 W06W06 4 12 Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Highest Ridge 23.71' 162 11/16" 25'-6" 3'-7" MEAN LEVEL HEIGHT B/T HIGHEST TOP PLATE AND HIGHEST RIDGE AA BB CC DD EE FF 40 YEAR ASPHALT SHINGLES SHINGLE STYLE SIDING 1x10 BOARD W/ 1x4 BATTEN SIDING CULTURED STONE VENEER 36" DECK RAILING - SPACES NOT TO EXCEED 4" STONE RETAINING WALL PER ENGINEER GG FOUNDATION TO STEP PER GRADE HH FOOTING TO BE MIN 30" BELOW GRADE II RAFTERED ROOF PLANE - NO VENTILATION JJ VENTILATED ROOF - CONTINUOUS SOFFIT AND EAVE VENTS Key Notes MEAN LEVEL FINISHED GRADE AA AA AA AAJJ JJ II II EE CC CC CC CC BBDD W22W22 W17W17W35W35W36W36 W01W01W14W14 W20W20 W06W06 W02W02 W33W33 W20W20 W06W06 W21W21W37W37 W05W05 D18D18 W21W21W37W37 W13W13 W26W26 W25W25 W31W31 W09W09W23W23W08W08 W28W28 W29W29W12W12 W13W13 W24W24 W26W26 W11W11 W31W31 W09W09W23W23W08W08 W28W28 W40W40W28W28 D01D01 W29W29 W40W40W28W28 4 12 4 12 4 12 11.5 12 1 0 1 2 3 4 5 Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Highest Ridge 23.71' 162 11/16" Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" 3'-7" 3'-7" AA AA BB BB CC CC CC EE EE JJ JJ MEAN LEVEL HEIGHT B/T HIGHEST TOP PLATE AND HIGHEST RIDGE HIGHEST TOP PLATE W21W21W37W37 W05W05 D18D18 W21W21W37W37 W13W13 W26W26 W25W25 W31W31 W09W09W23W23W08W08 W28W28 W29W29W12W12 W13W13 W24W24 W26W26 W11W11 W31W31 W09W09W23W23W08W08 W28W28 W40W40W28W28 D01D01 W29W29 W40W40W28W28 Measurement of Maximum Building Height. Height means the vertical distance measured from the mean average elevation of the finished grade ((lowest point elevation + highest point elevation)/2): (1)To the highest point of the roof surface, excluding parapet, if a flat roof; (2)To the deck line of a mansard roof; (3)To the mean height level between the lowest point of the topmost top plate and highest ridge for a gable, hip or gambrel roof; or (4)Exception: For any building with a steep sloped roof, the highest-point elevation shall be measured from average finished grade to the highest point on the highest ridge. For purposes of this subsection, the term "steep sloped" shall mean any roof with a pitch greater than or equal to a 12:12 ratio. Estes Valley Development Code Chapter 1, Section 1.9 E (Rules of Measurement) Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-3 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Rear Elevation Construction Plans 8-30-21 CONTRACTOR OPTED FOR DEFENSIBLE AREA TO COMPLY WITH WILDFIRE MITIGATION Reviewed by SAFEbuilt 11/10/2021 Basement Plan Main Floor Plan Upper Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" Basement Plan D08D08 W09W09 W23W23 W08W08 D05D05 W21W21 W37W37 W20W20 W39W39 W40W40 W28W28 D03D03 D21D21 D22D22 D23D23 D17D17 D24D24 D25D25 D16D16 D09D09 W06W06 UP 6x10 Beam 6x10 Beam 8x10 Beam 6x10 Beam LVL Flush 8x Beam Dropped 6x6 Post6x6 Post 8x8 Post8x8 Post 6x6 Post 6x6 Post6x6 Post A AAA Cross Section 1 E5E5 Elevation 5 B B B B B FrontFront Exterior Elevation Front LeftLeft Exterior Elevation Left RearRear Exterior Elevation Rear S3S3 Cross Section 3 E11E11 Elevation 11 C C C C C D DDD D 24'2' 59'-8" 7'12'8'-6" 3'-10"2'-4" 7'-3 1/2" 1'-11" 7'-7 1/2" 16'-10" 3'-2" 57' 2'-8" 2'-4" 5' 20' 6'-8" 4' 24' 13'-8" 5' 8'-6" 15'-6" 9'-4" 18'-8" 5' 57' 2'-4" 2'-8" 5'-3 1/2"4'-10"3'-4 1/2"2'-10"3'-4"5'-4"5'-4"3'-4"6'-7"7'6'-2"6'-3" 10'-1 1/2"6'-2 1/2"17'-4"13'-7"12'-5" 59'-8" 9'-9 1/2" 1' 11'-6" 5' 5'-3 5/8"12'-4 3/4"4'-3 5/8" 8"6"14'-9"14'13'-2 1/4" 3' 9' 10'-3 1/2" 8'-8 1/2" 12'-5"12'-3 1/2"1'-5 1/2"1'-0 1/2"19'-4"3'10'-1 1/2" 13'-9" 4'-6 1/4" 1'-4 1/4" 5'-3 1/2" 4'-4" 5'-3 1/2" 12'-2 1/2" 12'-6" 4'-4" 5'-2" 4'-8" 7'-8 1/2"2'-4"6'-2"1'-1 1/2"5'-0 1/2"5'-10"7'-9 1/2"10'-6 1/2"13'-1 1/2" 3'-4 1/2" 3'-6 1/2"2'-1"5'-6 3/4"3'-2 3/4" 5'-3 1/2" 1'-10 1/2" 1'-9 1/2" 1'-8" 8'-8 1/2" 2'-9" 8'-6"8'13'-4" 559 sq ft 1471 sq ft 91 sq ft 6 sq ft 183 sq ft 196 sq ft 148 sq ft 43 sq ft 14 sq ft 74 sq ft 56 sq ft 11 sq ft 437 sq ft 58 sq ft Living Area Garage Office Bedroom 2 Bedroom 3 Closet Hall Bath 2 Bath 3 Storage Mechanical Family GAME TABLE OR SEPARATE SEATING AREA Linen Closet SHELVES REF 24 CONC SLAB HOT TUB LVL Flush GAS FURNACE GAS HWT 5/8" TYPE X GYP WALLS & CEILING 5/8" TYPE X GYP WALLS & CEILING RADON VENT F.D. NOTE: PROVIDE COMBUSTION AIR AND EXHAUST DUCTING PER MFR SPEC. HEAT SUPPLY AND RETURN DUCTING DROPPED SOFFIT TO COVER DUCTING DOOR SCHEDULE NUMBER LABEL ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS D01 12080 BEDROOM 1/DECK 1 1 12080 R EX 144 "96 "EXT. SLIDER-GLASS PANEL D02 2068 COAT/ENTRY 1 1 2068 R IN 24 "80 "HINGED-DOOR P01 D03 2468 BATH 3/LINEN 1 0 2468 L IN 28 "80 "HINGED-DOOR P01 D04 2468 MASTER BATH/W/C 1 1 2468 R IN 28 "80 "HINGED-DOOR P01 D05 2668 BEDROOM 3/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D06 2668 WALK-IN CLOSET/BEDROOM 1 1 1 2668 R 30 "80 "POCKET-DOOR P01 D07 4668 COAT/MUD 1 1 4668 L/R IN 54 "80 "DOUBLE HINGED-DOOR P01 D08 3068 FAMILY 1 0 3068 L EX 36 "80 "EXT. HINGED-DOOR E21 D09 3068 MECHANICAL/STORAGE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D10 3068 MASTER BATH/BEDROOM 1 1 1 3068 L 36 "80 "BARN-DOOR P01 D11 3068 MUD/LAUNDRY 1 1 3068 L 36 "80 "POCKET-DOOR P01 D12 3068 BEDROOM 1/ENTRY 1 1 3068 L IN 36 "80 "HINGED-DOOR P01 D13 3068 MUD/KITCHEN 1 1 3068 L/R IN 36 "80 "DOUBLE HINGED-DOOR P01 D14 3068 MUD/GARAGE 1 1 3068 R EX 36 "80 "EXT. HINGED-DOOR E21 D15 3680 ENTRY 1 1 3680 L EX 42 "96 "EXT. HINGED-COLONIAL VIII DOOR D16 4168 CLOSET/BEDROOM 2 1 0 4168 R IN 49 "80 "SLIDER-PANEL D17 5068 CLOSET/BEDROOM 3 1 0 5068 L IN 60 "80 "SLIDER-PANEL D18 5068 KITCHEN/DECK 1 1 5068 L/R EX 60 "80 "EXT. DOUBLE HINGED-GLASS PANEL D19 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D20 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D21 2668 HALL/BEDROOM 2 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D22 3068 STORAGE/OFFICE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D23 2668 OFFICE/FAMILY 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D24 2668 BATH 3/BEDROOM 3 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D25 2668 BATH 2/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D26 2668 1/2 BATH/KITCHEN 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-4 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 TEMPERED Reviewed by SAFEbuilt 11/10/2021 2015 IECC sec. R402.4.4 Appliances must be direct vent (combustion and exhaust) or the mechanical equipment must be located within a room entirely isolated from the rest of the building's thermal envelope in accordance with sec. R402.4.4 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 scale 1/4"=1'-0" First Floor Plan DN W22W22 W02W02 W01W01 D02D02 W07W07 D01D01 W29W29 W34W34 W32W32 W04W04 D14D14 W19W19 W03W03 D15D15 W30W30 D19D19 D20D20 D06D06 W38W38 D12D12 W05W05 D10D10 W14W14 D11D11 W12W12 W13W13 W24W24 W26W26 W25W25 W11W11 W31W31 W10W10 D04D04 D26D26 D13D13 W33W33 D18D18 D07D07 UP ATTIC ACCESS 22x30 ATTIC ACCESS 22x30 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam 8x8 Post 8x8 Post8x8 Post Above Beam 8x8 Post A AAA Cross Section 1 E1E1 Elevation 1 E2E2 Elevation 2 E3E3 Elevation 3 E4E4 Elevation 4 B B B B B FrontFront Exterior Elevation Front LeftLeft Exterior Elevation Left RearRear Exterior Elevation Rear S3S3 Cross Section 3 E11E11 Elevation 11 C C C C C D DDD D 10"5'5'7'-4"7'-10" 4'-2" 10' 4'-6" 4'-6" 7'-3" 4'-3 5/8" 4'-6" 2' 12'12' 24'2' 5'2'6'6'1'-7"2'-8"2'-8"1'-7" 7'12'8'-6" 1'-10"2' 3'-10"2'-4" 7'-9" 7'-9" 1'-10" 5'-1" 8'-6" 15'-6" 6'-11" 2'-5" 18'-8" 57' 2'-4" 2'-8" 5' 2'-8" 9'-6" 5'7'-10 1/2"3'-5 1/2"3'-4"5'-4"5'-4"3'-4" 16'-4"17'-4"10'-10"15'-2" 59'-8" 2'-8" 2'-4" 4'-9" 10'-6" 4'-9" 5' 20' 6'-8" 57' 2' 9' 2' 9' 2' 4' 24' 15'-2"2'-3"2'-1"5'-8"11 7/8" 4'-4" 5'-7 1/2" 3'-10 1/2" 4'-11 1/2" 3'-9" 5'-7 1/2"3'-7"1'-2 1/2"1'-1 1/2" 3'-1" 3'-9" 2'-4" 5'-6 1/2" 14'-5 1/2" 28' 8'-6"2'-4"7'-9"7'-5" 6'-11" 5'-6 1/2" 5'-10"4'-3"11'-3" 10'-6 1/2"5'-10" 4'-3"11'-3" 2'-10 1/2" 6'-11" 5' 12'-6" 1' 10'-1" 2'-3" 45'-8"22' 3' 9'-8 1/2" 8 1/2" 2'-6" 5'-10" 569 sq ft 1549 sq ft 119 sq ft 47 sq ft 289 sq ft 91 sq ft 62 sq ft 5 sq ft 28 sq ft 18 sq ft 18 sq ft 324 sq ft 66 sq ft12 sq ft 74 sq ft 579 sq ft 324 sq ft Living Area Garage Great Room Bedroom 1 Master Bath Walk-In Closet Mud Coat Shower W/C 1/2 Bath Stairwell Laundry GAS RANGE w/ VENT HOOD REFDOUBLE OVEN BAR PANTRY Entry Deck Kitchen FIREPLACE GAS Coat 4:12 vaulted ceiling 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 2 STORY VAULT DOOR SCHEDULE NUMBER LABEL ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS D01 12080 BEDROOM 1/DECK 1 1 12080 R EX 144 "96 "EXT. SLIDER-GLASS PANEL D02 2068 COAT/ENTRY 1 1 2068 R IN 24 "80 "HINGED-DOOR P01 D03 2468 BATH 3/LINEN 1 0 2468 L IN 28 "80 "HINGED-DOOR P01 D04 2468 MASTER BATH/W/C 1 1 2468 R IN 28 "80 "HINGED-DOOR P01 D05 2668 BEDROOM 3/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D06 2668 WALK-IN CLOSET/BEDROOM 1 1 1 2668 R 30 "80 "POCKET-DOOR P01 D07 4668 COAT/MUD 1 1 4668 L/R IN 54 "80 "DOUBLE HINGED-DOOR P01 D08 3068 FAMILY 1 0 3068 L EX 36 "80 "EXT. HINGED-DOOR E21 D09 3068 MECHANICAL/STORAGE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D10 3068 MASTER BATH/BEDROOM 1 1 1 3068 L 36 "80 "BARN-DOOR P01 D11 3068 MUD/LAUNDRY 1 1 3068 L 36 "80 "POCKET-DOOR P01 D12 3068 BEDROOM 1/ENTRY 1 1 3068 L IN 36 "80 "HINGED-DOOR P01 D13 3068 MUD/KITCHEN 1 1 3068 L/R IN 36 "80 "DOUBLE HINGED-DOOR P01 D14 3068 MUD/GARAGE 1 1 3068 R EX 36 "80 "EXT. HINGED-DOOR E21 D15 3680 ENTRY 1 1 3680 L EX 42 "96 "EXT. HINGED-COLONIAL VIII DOOR D16 4168 CLOSET/BEDROOM 2 1 0 4168 R IN 49 "80 "SLIDER-PANEL D17 5068 CLOSET/BEDROOM 3 1 0 5068 L IN 60 "80 "SLIDER-PANEL D18 5068 KITCHEN/DECK 1 1 5068 L/R EX 60 "80 "EXT. DOUBLE HINGED-GLASS PANEL D19 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D20 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D21 2668 HALL/BEDROOM 2 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D22 3068 STORAGE/OFFICE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D23 2668 OFFICE/FAMILY 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D24 2668 BATH 3/BEDROOM 3 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D25 2668 BATH 2/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D26 2668 1/2 BATH/KITCHEN 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-5 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 TEMPERED Reviewed by SAFEbuilt 11/10/2021 scale 1/2"=1'-0" Section Detail D 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 scale 1/4"=1'-0" Second Floor Plan DN W16W16 W17W17 W35W35 W36W36 W18W18 A AAA Cross Section 1 B B B B B FrontFront Exterior Elevation Front S3S3 Cross Section 3 C C C C C D DDD D 4'-8 1/2"4'-3" 8'-11 1/2"14'-4"8'-11 1/2" 32'-3" 11'-6" 2'-6" 15' 14' 4' 33' 2'-6" 4'-6" 4'-6" 2'-6" 4' 14' 15' 33' 7'-5 1/2"17'-4"7'-5 1/2" 32'-3" 11'-2" 4'-0 1/2" 5'3'-8"3'-8"5' 2'-3" 1'-9" 5'-10" 9'-5"8'14'-10" 9'-10" 5'-6" 7'-11"16'-5"7'-11" 2'-8 1/2" 2'-8 1/2" 280 sq ft 386 sq ft 354 sq ft 74 sq ft Living Area Open Below Stairwell Loft Timber Truss Timber Truss Ceiling Beam Ceiling Beam Ridge Beam Railing Railing Timber Truss 3'-11 1/4" 6'-10" 30° 36" RAILING SPACES NOT TO EXCEED 4" DECK PLANKING 8X DECK BEAM 6x6 ANGLE BRACE STRUCTURAL SCREWS 2x10 JOISTS BEAM-POST-BEAM BRACKET ABU-88 8x8 POST 8x8 POST 8x BEAM TOP VIEW OF BEAMS @ POST STRUCTURAL SCREWS LAP JOINT BEAM TO POST CONNECTOR 2x4 NAILER T&G SOFFIT 2x12 FASCIA 2x8 SHADOW BD GUTTER DRIP EDGE FLASHING 40 YEAR ASPHALT SHINGLES OVER 1/2" OSB SHEATHING 2x6 RAFTERS TRUSS CLIP 2x6 NAILER TRUSS CLIP 8x RIDGE BEAM T&G CEILING 8x8 POST POST-BEAM CONNECTOR BEAM TO POST CONNECTOR CONC. PIER PER ENGINEER Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-6 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 SPACE NOT TO EXCEED 4" Reviewed by SAFEbuilt 11/10/2021 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan scale 1/4"=1'-0" Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan DN 4 : 12 4 : 12 8 : 12 8 : 12 4 : 12 4 : 12 4 : 12 11 1/2 : 12 4 : 12 4 : 12 11 1/2 : 12 Rafters Rafters Trusses Trusses Rafters Trusses Rafters 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6 1/2" 1'-5 1/2" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 4:12 Vault This Area Timber Truss A Timber Truss A Timber Truss B 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' 5/8"4 1/4" 4 1/4"4 1/4" 4 1/2"5/8" 1x61x6 1x4 CASING ALDER DOORS TO BE CHOSEN BY OWNER ALL TRIM MATERIAL TO BE STAINED ALDER 3/4"x1-3/8" 3/4"x1-3/8" 3/4"x4-1/4" 3/4"x4-1/4" 1x4 CASING Interior Trim Detail scale 1"=1' GARAGE Typical Basement 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 SIDING PER ELEVATION BOTTOM PLATE 2x4 TOP PLATE 1/2" GYP 2x4 STUDS @ 16" O.C. W/ R-19 BATTS TREATED BOTTOM PLATE 1/2" EXPANSION JOINT 4" CONCRETE FLOOR 1/2" AIR GAP FLOOR/WALL EXTERIORINTERIOR scale 1"=1' (2) 2x6 PLATE 3/4" T&G DECKING GLUE & NAIL FLOOR FINISH (2) 2x6 PLATE RIM BOARD FLOOR JOISTS 2x6 STUDS 2x6 STUDS EXTERIORINTERIOR Eave Detail scale 1"=1' TRUSSES 1/2" OSB SHEATHING 40 YEAR ASPHALT SHINGLES OVER 30# FELT DRIP EDGE FLASHING GUTTER 2x12" 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 2x4 SUB-FASCIA VENT BAFFLES 1-1/2" GAP HEAVY SPIKE @ 32" 5/8" GYP 2x8 SHADOW BD EXTERIORINTERIOR Eave Detail scale 1"=1' 2x12 RAFTERS 1/2" OSB SHEATHING 40 YEAR ASPHALT SHINGLES OVER 30# FELT ROLL BLOCKING DRIP EDGE FLASHING GUTTER 5/8" WR GYP TRUSS CLIP DOUBLE 2x6 PLATE 2x6 STUDS @ 16" O.C. 1/2" WR GYP R-23 BLOWN FG R-49 CLOSED CELL FOAM 2x12" FASCIA 2x8 SHADOW BD 2x4 SUB-FASCIA 2x4 LOOKOUT T&G SOFFIT 2x4 LOOKOUT Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-7 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" Second Floor Electrical Plan scale 1/4"=1'-0" First Floor Electrical Plan scale 1/4"=1'-0" Basement Electrical Plan UP CO/SD SD SD SD CO/SD CO/SD R GFCI R GFCI GFCI R GFCI GFCI R R R R R R R R R R RR R R R R RR R R R R RRR R R 3 3 WPWPWP HOT TUB DN SD R RR RR R R DN UP CO/SDSD OPENER OPENER R R RR R R R GFCI GFCI GFCI 3 3 GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCIGFCI GFCI GFCI GFCI R R R R R R RR R R R RR R R R R R R R R RR R R WP WP R R R 3 3 3 3 33 WP WP WP WP 43 4 4 4 3 R R R R 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 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-8 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 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. Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 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 WINDOW SCHEDULE NUMBER LABEL ROOM NAME 3D EXTERIOR ELEVATION QTY FLOOR SIZE WIDTH HEIGHT TEMPERED EGRESS DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT) W01 16310SC KITCHEN 1 1 16310SC 18 "46 "SINGLE CASEMENT-HL 5.75 W02 16310SC KITCHEN 1 1 16310SC 18 "46 "SINGLE CASEMENT-HR 5.75 W03 16710FX ENTRY 1 1 16710FX 18 "94 "YES FIXED GLASS 11.75 W04 26310FX LAUNDRY 1 1 26310FX 30 "46 "FIXED GLASS 9.58 W05 2640FX KITCHEN/DECK 1 1 2640FX 30 "48 "FIXED GLASS 10.0 W06 2650FX FAMILY 1 0 2650FX 30 "60 "FIXED GLASS 12.5 W07 2650SC BEDROOM 1 1 1 2650SC 30 "60 "SINGLE CASEMENT-HL 12.5 W08 2650SC FAMILY 1 0 2650SC 30 "60 "SINGLE CASEMENT-HL 12.5 W09 2650SC FAMILY 1 0 2650SC 30 "60 "SINGLE CASEMENT-HR 12.5 W10 2656FX GREAT ROOM/DECK 1 1 2656FX 30 "66 "FIXED GLASS 13.75 W11 2656SC GREAT ROOM/DECK 1 1 2656SC 30 "66 "YES SINGLE CASEMENT-HL 13.75 W12 2656SC GREAT ROOM/DECK 1 1 2656SC 30 "66 "YES SINGLE CASEMENT-HR 13.75 W13 26711FX GREAT ROOM/DECK 1 1 26711FX 30 "95 3/8 "YES FIXED GLASS 16.88 WINDOW SCHEDULE NUMBER LABEL ROOM NAME 3D EXTERIOR ELEVATION QTY FLOOR SIZE WIDTH HEIGHT TEMPERED EGRESS DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT) W14 20310FX LAUNDRY 1 1 20310FX 24 "46 "FIXED GLASS 7.67 W16 3626FX LOFT 1 2 3626FX 42 "30 "FIXED GLASS 8.75 W17 3626FX LOFT 1 2 3626FX 42 "30 "FIXED GLASS 8.75 W18 4646DC LOFT 1 2 4646DC 54 "54 "DOUBLE CASEMENT-LHL/RHR 20.25 W19 5018TC WALK-IN CLOSET 1 1 5018TC 60 "20 "TRIPLE CASEMENT 8.33 W20 5050DC OFFICE 1 0 5050DC 60 "60 "DOUBLE CASEMENT-LHL/RHR 25.0 W21 5050FX FAMILY 1 0 5050FX 60 "60 "FIXED GLASS 25.0 W22 6020TC GARAGE 1 1 6020TC 72 "24 "TRIPLE CASEMENT 12.0 W23 6850FX FAMILY 1 0 6850FX 80 "60 "FIXED GLASS 33.33 W24 6856FX GREAT ROOM/DECK 1 1 6856FX 80 "66 "YES FIXED GLASS 36.67 W25 6856FX GREAT ROOM/DECK 1 1 6856FX 80 "66 "YES FIXED GLASS-AT 25.07 W26 6860FX GREAT ROOM/DECK 1 1 6860FX 80 "72 "YES FIXED GLASS 40.0 W27 6860FX 1 3 6860FX 80 "72 "FIXED GLASS-AT 29.24 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-9 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 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 W28 7650TC BEDROOM 2 1 0 7650TC 90 "60 "YES TRIPLE CASEMENT-LHL/RHR 37.5 W29 7650TC MASTER BATH/DECK 1 1 7650TC 90 "60 "YES TRIPLE CASEMENT-LHL/RHR 37.5 W30 16710FX ENTRY 1 1 16710FX 18 "94 "YES FIXED GLASS 11.75 W31 26711FX GREAT ROOM/DECK 1 1 26711FX 30 "95 3/8 "YES FIXED GLASS 16.88 W32 2650SC BEDROOM 1 1 1 2650SC 30 "60 "SINGLE CASEMENT-HR 12.5 W33 2656FX GREAT ROOM/DECK 1 1 2656FX 30 "66 "FIXED GLASS 13.75 W34 2650FX BEDROOM 1 1 1 2650FX 30 "60 "FIXED GLASS 12.5 W35 3626FX LOFT 1 2 3626FX 42 "30 "FIXED GLASS 8.75 W36 3626FX LOFT 1 2 3626FX 42 "30 "FIXED GLASS 8.75 W37 7650TC OFFICE 1 0 7650TC 90 "60 "YES TRIPLE CASEMENT-LHL/RHR 37.5 W38 6020TC GARAGE 1 1 6020TC 72 "24 "TRIPLE CASEMENT 12.0 W39 5620DC BEDROOM 3 1 0 5620DC 66 "24 "DOUBLE CASEMENT 11.0 W40 7650TC BEDROOM 3 1 0 7650TC 90 "60 "YES TRIPLE CASEMENT-LHL/RHR 37.5 TOTALS:688.9 WINDOW SCHEDULE NUMBER LABEL ROOM NAME 3D EXTERIOR ELEVATION QTY FLOOR SIZE WIDTH HEIGHT TEMPERED EGRESS DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT)DOOR SCHEDULE NUMBER LABEL ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS D01 12080 BEDROOM 1/DECK 1 1 12080 R EX 144 "96 "EXT. SLIDER-GLASS PANEL D02 2068 COAT/ENTRY 1 1 2068 R IN 24 "80 "HINGED-DOOR P01 D03 2468 BATH 3/LINEN 1 0 2468 L IN 28 "80 "HINGED-DOOR P01 D04 2468 MASTER BATH/W/C 1 1 2468 R IN 28 "80 "HINGED-DOOR P01 D05 2668 BEDROOM 3/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D06 2668 WALK-IN CLOSET/BEDROOM 1 1 1 2668 R 30 "80 "POCKET-DOOR P01 D07 4668 COAT/MUD 1 1 4668 L/R IN 54 "80 "DOUBLE HINGED-DOOR P01 D08 3068 FAMILY 1 0 3068 L EX 36 "80 "EXT. HINGED-DOOR E21 D09 3068 MECHANICAL/STORAGE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D10 3068 MASTER BATH/BEDROOM 1 1 1 3068 L 36 "80 "BARN-DOOR P01 D11 3068 MUD/LAUNDRY 1 1 3068 L 36 "80 "POCKET-DOOR P01 D12 3068 BEDROOM 1/ENTRY 1 1 3068 L IN 36 "80 "HINGED-DOOR P01 D13 3068 MUD/KITCHEN 1 1 3068 L/R IN 36 "80 "DOUBLE HINGED-DOOR P01 D14 3068 MUD/GARAGE 1 1 3068 R EX 36 "80 "EXT. HINGED-DOOR E21 D15 3680 ENTRY 1 1 3680 L EX 42 "96 "EXT. HINGED-COLONIAL VIII DOOR D16 4168 CLOSET/BEDROOM 2 1 0 4168 R IN 49 "80 "SLIDER-PANEL D17 5068 CLOSET/BEDROOM 3 1 0 5068 L IN 60 "80 "SLIDER-PANEL D18 5068 KITCHEN/DECK 1 1 5068 L/R EX 60 "80 "EXT. DOUBLE HINGED-GLASS PANEL D19 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D20 9080 GARAGE 1 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD10 D21 2668 HALL/BEDROOM 2 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D22 3068 STORAGE/OFFICE 1 0 3068 R IN 36 "80 "HINGED-DOOR P01 D23 2668 OFFICE/FAMILY 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D24 2668 BATH 3/BEDROOM 3 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D25 2668 BATH 2/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D26 2668 1/2 BATH/KITCHEN 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 4 124 12 8 12 Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Top of Wall 9.09' 109 1/8" Attic Bedroom 1 Bedroom 3Bath 3 Closet Deck Linen Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-10 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 scale 3/8"=1'-0" Section Detail C Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 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 D01D01 W40W40 D01D01D01D01 W29W29 W13W13 W26W26 W25W25 W31W31 W09W09 W23W23 W08W08 W21W21W28W28 D01D01 W29W29 W12W12 W24W24 W11W11 D18D18 W05W05 W21W21 W37W37 W05W05 D18D18 22'-3 1/4" 14'-4 15/16" Top of Subfloor - Foundation -10.89' Rough Ceiling - Foundation -1.05' 118" Top of Subfloor - 1st Floor 0.00' 12 5/8" Rough Ceiling - 1st Floor 9.09' 109 1/8" Highest Ridge 23.71' 175 5/16" 9'-1 7/8" 9'-10" Attic Living Kitchen Bedroom 1 Bedroom 2Bedroom 3 Bath Family Room Office Attic D01D01 W40W40 D01D01D01D01 W29W29 W13W13 W26W26 W25W25 W31W31 W09W09 W23W23 W08W08 W21W21W28W28 D01D01 W29W29 W12W12 W24W24 W11W11 D18D18 W05W05 W21W21 W37W37 W05W05 D18D18 11.5 12 11.5 12 8" 11 1/4" 8 1/2" 1 1 1 /4 " 6"5 1/2" 7 1/4" 4" 5'-2 3/4"6'-10 1/2"5'-2 3/4" 17'-4" 6" 3'-8 9/16" 8'-3 11/16" 8'-8" 1'-11 5/16" 6'-10 7/16" 3'-8 3/4"6'-10 1/2"3'-8 3/4" 14'-4" 7'-2" 4'-2 5/8" ALL MEMBERS TO BE 8x (7-1/4") VERIFY WITH ENGINEERING Truss A (1) required Truss B (2) required scale 1/2"=1'-0" Truss Detail Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-11 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 scale 3/8"=1'-0" Section Detail A Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 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 D19D19 D20D20 W16W16 D05D05 D02D02 D20D20 D12D12 D05D05 D08D08 W10W10 D08D08 9'-9 1/2" 10'-1 3/4" 10'-10 5/8" 4'-10" 10' 4'-7" 6'-8" 7 11/16" 11" 7 5/8" 11" Attic Living Garage Family Room Stair Stair SEE IRC 2018 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 2018 SECTION R311.7 FOR COMPLETE INFORMATION ADJUST FIREPLACE DIMENSIONS AS NEEDED D19D19 D20D20 W16W16 D05D05 D02D02 D20D20 D12D12 D05D05 D08D08 W10W10 D08D08 Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-12 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 scale 1/2"=1'-0" Section Detail B Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 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 scale 1/4"=1'-0" First Floor Framing Plan scale 1/4"=1'-0" Second Floor Framing Plan LVL Dropped 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 2x10" Joists 2x10" Joists Bearing Wall Bearing Wall Bearing Wall 6x10 Beam 6x10 Beam 8x10 Beam 6x10 Beam LVL Flush 8x Beam Dropped Bearing WallBearing Wall 6x6 Post6x6 Post 8x8 Post8x8 Post 6x6 Post 6x6 Post6x6 Post LVL FLUSH LVL FLUSH 12'9'-6 1/2"7'-5 1/2"21'-4"2'-4" 20' 6'-8" 18'-8" 9'-4" 3'-1" 9'-8 1/2" 5'-1 7/8" 18'-0 1/8" 5'-10" 2'-8" 9' 5'-8 5/8"11'-11 3/4"4'-9 5/8"14'-9"14'13'-2 1/4"3'-3 3/4" 5' 12'-6" 9'-9 1/2" 1'-8 1/2" 2'-8" 1'-4" 2'-6" 22'45'-9" 26'17'-4"16'-4" 5'5' 19'-1 3/4" 1'-9 1/2" 7'-0 3/4" 24' 10'-1 3/4" 2'-2 1/2" 4'-4" 7'-3 3/4" 13'-2 1/4"8'-1 3/4" 7 3/4"8'-10 1/4" 2'-4 1/8"3'-3 3/4" 16'-8 1/4" Post Above 8x8 Post Above V E R I F Y A L L F R A M I N G W I T H E N G I N E E R I N G P L A N S - T H I S P L A N I S F O R G E N E R A L I N T E N T V E R I F Y A L L F R A M I N G W I T H E N G I N E E R I N G P L A N S - T H I S P L A N I S F O R G E N E R A L I N T E N T 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists Bearing Wall Bearing Wall Steel Beam Flush 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam 8x Beam Stud Pack 8x8 Post 8x8 Post8x8 Post Above Beam 8x8 Post LVL FLUSH LVL FLUSH LVL FLUSH LVL FLUSH LVL FLUSH LVL FLUSH LVL FLUSH 7'-11"16'-6"7'-10"8'-10 1/2" 9'-5"8'-0 1/2"5'-10"8'-11 1/2"6'-6 1/2" 9'-10" 5'-10" 5'-5 1/2" 2'-8 1/2" 4' 11'-3 1/2" 2'-8 1/2" 4' 14' 14' 1'-1 1/4"6'-9 3/4" 4'-3 3/4" 9'-8 1/4" 3'-0 3/4" 10'-11 1/4" DROPPED 8x WOOD BEAM W/ STEEL OR LVL ON TOP (HIDDEN) THIS POST BEARS ON LVL FLUSH BELOW V E R I F Y A L L F R A M I N G W I T H E N G I N E E R I N G P L A N S - T H I S P L A N I S F O R G E N E R A L I N T E N T Contractor Lot 2, Block 2, Fall River Estates address: TBD Fall River CT, Estes Park CO A-13 Larry & Cathy Griffin SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 Construction Plans 8-30-21 Reviewed by SAFEbuilt 11/10/2021 DESIGN LOADS CODE: 2015 IRC W/ TOWN OF ESTES PARK LOCAL AMENDMENTS ELEV - 7844 FEET GROUND SNOW LOAD: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD: 69 PSF ROOFS: ROOF DEAD LOAD: 15 PSF SLOPED ROOF SNOW LOAD: 54 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF DECK LIVE LOAD: 69 PSF DECK 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 TYPICAL DETAILS/CONSTRUCTION SCHEDULES 9/24/21 OPEN-WEB WOOD TRUSS NOTES 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. Reviewed by SAFEbuilt 11/10/2021 6" MIN 30" MIN 8" WALL SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE #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 24'2' 8'-6" 15'-6" 9'-4" 18'-8" 5' 3'-10"2'-4" 8'-6"12'7' 59'-8" 24' 4' 6'-8" 20' 5' 57' 13'-2"14'14'-9" 26'17'-4"16'-4" 12'-5" 4'-9" 2'-8" 4" CONCRETE SLAB W/ W1.4xW1.4 WWF CENTERED 6" MIN 15' MAX 72" 12" RESTRAINT #6 VERT @ 9" O.C. W/6" HOOK 30" MIN SPLICE LENGTH #4 BARS, 16" O.C. EACH FACE FOUNDATION DRAIN AND BEDDING FLOOR FRAMING WALL FRAMING 12" WALL 24" 36" F16 F16 F16 F16 F16 F24 F24 F24 F24F24F24 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 F16 F20 4" CONCRETE SLAB W/ W1.4xW1.4 WWF CENTERED 11'-4" 16'-5" HD1 HD1 HD1 HD1 F16 F16 F72 F20 F20 F20 F20 F72 F72 #5 @14" O.C. @TOE #5 @14" O.C. @HEEL LONGITUDINAL BARS #5@12"O.C. OR (6)#5 BARS27'-10" 5' 9' 20'-8" 5' 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 WALL 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' FOUNDATION PLAN 9/24/21 SCALE: NTS STANDARD RETAINING WALL DETAIL HOLD-DOWN SCHEDULE: HD1 - SIMPSON STHD14/STHD14-RJ AS APPLICABLE POST BASE SCHEDULE: 6x6 - SIMPSON ABU66Z 8x8 - SIMPSON ABU88Z SCALE: NTS STANDARD FOUNDATION WALL WITH SLAB DETAIL Reviewed by SAFEbuilt 11/10/2021 BEARING WALL 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 2015 IRC REQUIREMENTS. 7. ALL HEADERS NOT SPECIFICALLY NOTED TO BE (2) 2x10. HANGER SCHEDULE: 11 7 8" RFPI70 JOISTS - SIMPSON IUS2.37 (3)1 3 4"x 11 7 8" LVL - SIMPSON HU612 8x12 BEAMS - SIMPSON HU812 LEDGER SCHEDULE: LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED BEARING WALL BEARING WALL BEARING WALL 4x4 POST IN WALL 6X6 POST W/ SIMPSON BC6 CAP POST ABOVE 2x 1 0 H F # 2 @ 1 6 " O . C . 2x 1 0 H F # 2 @ 1 6 " O . C . 11 7 8 " R F P I 7 0 @ 1 6 " O . C 3 1 2"x 1 1 7 8 " L V L F L U S H B E A M 10x16 DF#1 DROPPED BEAM 11 7 8 " R F P I 7 0 @ 1 6 " O . C 11 7 8 " R F P I 7 0 @ 1 6 " O . C 6x12 DF#1 DROPPED BEAM 8x12 DF#1 DROPPED BEAM 6x12 DF#1 DROPPED BEAM 6x12 DF#1 DROPPED BEAM 1 3 4"x11 7 8 " LVL FLUSH BEAM (2)1 3 4"x9 1 2" LVL HEADER (2)1 3 4"x9 1 2" LVL HEADER (2)1 3 4"x9 1 2" LVL HEADER (2)1 3 4"x9 1 2" LVL HEADER (2 ) 1 34"x 9 12" L V L H E A D E R (2 ) 1 34"x 9 12" L V L H E A D E R 6X6 POST TYP. THIS BEAM W/ SIMPSON BC6 CAP 8x8 POST TYP. THIS BEAM W/ SIMPSON CCQ88SDS2.5 POST ABOVE LEDGER TYPE 1 LEDGER TYPE 1 LEDGER TYPE 1 STUD PACK IN WALL STUD PACK IN WALL (4 ) 1 3 4"x 1 1 7 8 " L V L F L U S H B E A M (5)1 3 4"x11 7 8" LVL DROPPED BEAM GREAT ROOM FRAMING DETAIL TIMBER ANGLE BRACE W/ MIN (2)3 4" LAG SCREWS EA. CONNECTION POINT W/ MIN 3" PENETRATION TIMBER ANGLE BRACE W/ MIN (2)3 4" LAG SCREWS EA. CONNECTION POINT W/ MIN 3" PENETRATION FIRST 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 9/24/21 Reviewed by SAFEbuilt 11/10/2021 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 2015 IRC REQUIREMENTS. 7. ALL HEADERS NOT SPECIFICALLY NOTED TO BE (2) 2x10. HANGER SCHEDULE: 11 7 8" RFPI70 JOISTS - SIMPSON IUS2.37 (3)1 3 4"x 11 7 8" LVL - SIMPSON HU612 8x12 BEAMS - SIMPSON HU812 LEDGER SCHEDULE: LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED 1 3 4"x117 8 " LVL FLUSH BEAM (3 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M LOAD BEARING WALL LOAD BEARING WALL 4x4 POST IN WALL END OF 8x12 DROPPED BEAM 11 7 8 " R F P I 4 0 J O I S T S @ 1 6 " O . C 11 7 8 " R F P I 4 0 J O I S T S @ 1 6 " O . C 11 7 8 " R F P I 4 0 J O I S T S @ 1 6 " O . C 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 8x 1 2 D F # 1 D R O P P E D B E A M 8x12 DF#1 DROPPED BEAM 11 7 8 " R F P I JO I S T S @ 1 6 " O . C (3)1 3 4" x 14" LVL FLUSH BEAM HI D D E N ( 3 ) 1 3 4" x 1 4 " L V L F L U S H B E A M AB O V E 8 x 1 2 D F # 1 D R O P P E D B E A M (2) 13 4"x91 2" LVL HEADER 8x8 POST (2) 13 4"x91 2" LVL HEADER (2) 13 4"x91 2" LVL HEADER (2) 13 4"x91 2" LVL HEADER (2) 13 4"x91 2" LVL HEADER 8x8 POST SOLID BLOCK DECK AT POINT LOAD FROM ROOF ABOVE (3)1 3 4" x 117 8 " LVL FLUSH BEAM (3 ) 1 3 4" x 1 4 " L V L F L U S H B E A M STUD PACK IN WALL SUPPORTING BEAM GREAT ROOM FRAMING DETAIL SECOND 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 9/24/21 Reviewed by SAFEbuilt 11/10/2021 ROOF FRAMING NOTES: 1. UPLIFT CONNECTIONS TO BE PROVIDED PER TRUSS MANUFACTURERS SPECIFICATIONS. 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 FOR 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. 10. HEADERS TO MEET THE INSTALLATION REQUIREMENTS AS NOTED ON SHEET S1. ALL NON-STRUCTURAL HEADERS TO BE MIN (2) 2x10. 11. UPLIFT CONNECTIONS FOR ALL RAFTERS TO BE MADE WITH SIMPSON H2.5A CLIP @ EACH RAFTER TO PLATE/BEAM CONNECTION. HANGER SCHEDULE 117 8" RFPI70 RAFTERS - SIMPSON LSSR2.37Z HANGERS LEDGER SCHEDULE LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED P.E TRUSSES @ 24" O.C. TIMBER TRUSS B TIMBER TRUSS A TIMBER TRUSS A P.E TRUSSES @ 24" O.C. P. E T R U S S E S @ 2 4 " O . C . P. E T R U S S E S @ 2 4 " O . C . 11 7 8" RFPI40 @ 24" O.C. 2x10 HF#2 @ 24" O.C. 2x8 HF#2 @ 24" O.C. POINT LOAD FROM 8x8 POST ABOVE W/ SIMPSON BC80R OVER FRAME AREA (2)2x12 RIDGE 2x10 RAFTERS @ 24" O.C. 8x 8 D F # 1 D R O P P E D B E A M 8x8 DF#1 DROPPED BEAM 8x 8 D F # 1 D R O P P E D B E A M 8x 8 D F # 1 D R O P P E D B E A M 8x8 POST8x8 POST W/ SIMPSON CJT5Z EA. BEAM TO POST CONNECTION 11 7 8" RFPI40 @ 24" O.C. (2 ) 1 34"x 1 1 14" L V L H E A D E R (2 ) 1 34"x 1 1 14" L V L H E A D E R (2 ) 1 34"x 9 12" L V L H E A D E R 8x 1 4 D F # 1 D R O P P E D B E A M 6x 1 0 D F # 1 D R O P P E D B E A M 6x 1 0 D F # 1 D R O P P E D B E A M 2x6 NAILER 2x10 HF#2 @ 24" O.C. RIDGE BEAM CANTILEVERS FROM TRUSS A TO EXTERIOR LEDGER TYPE 1 LE D G E R T Y P E 1 LE D G E R T Y P E 1 6x 8 D F # 1 6x 8 D F # 1 6x 8 D F # 1 6x 8 D F # 1 8x12 DF#1 8x12 DF#1 8x1 4 D F # 1 8 x 1 4 D F # 1 8x1 2 D F # 1 8 x 1 2 D F # 1 NOTCH BOTTOM CHORD 1.5" FOR TOP CHORD AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION 8x8 DF#18x8 DF#1 8x8 DF#1 8x8 DF#1 NOTCH BEAM 1.5" FOR TIMBER WEB MEMBERS AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION NOTCH TOP CHORD 1.5" FOR POST AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION NOTCH BOTTOM CHORD 1.5" FOR TOP CHORD AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION NOTCH BEAM 1.5" FOR TIMBER WEB MEMBERS AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION NOTCH TOP CHORD 1.5" FOR POST AND CONNECT W/ (2)3 4" LAG SCREWS W/ MIN 3" PENETRATION 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' 9/24/21 TIMBER TRUSS B DETAIL SCALE: NTS TIMBER TRUSS A DETAIL SCALE: NTS Reviewed by SAFEbuilt 11/10/2021 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/#6 DRYWALL SCREW 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 LOWER FLOOR BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16' 9/24/21 Reviewed by SAFEbuilt 11/10/2021 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/#6 DRYWALL SCREWS 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 3" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/#6 DRYWALL SCREWS 3" O.C. EDGE, 12" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1 S1 S1S1 S1S1 S1 (3) 1 3 4"x1 1 7 8" L V L ( 3 ) 1 3 4" x 1 1 7 8" L V L S1 S1 S1 S1 (3 ) 1 34"x 5 12" L V L (3)1 3 4"x11 7 8" LVL (3)1 3 4"x11 7 8" LVL (3) 1 3 4"x1 1 7 8" L V L ( 3 ) 1 3 4" x 1 1 7 8" L V L (3 ) 1 34"x 5 12" L V L 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' 9/24/21 GREAT ROOM WINDOW WALL DETAIL SCALE: NTS Reviewed by SAFEbuilt 11/10/2021 Job #: Performed for: Larry & Cathy Griffin Fall River Ct Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 97 Page 1 Ri gh t-Su i te® Uni ve rsa l 2 0 21 21.0.07 RSU29846 2021-Sep-29 20:36:58 ...Kinley Built\Griffin\Griffon.rup N BASEMENT Bedroom 3 Bathroom 3 Bathroom 2 Bedroom 2 Family Room Hallway Office StorageMechanicalSup Riser 6 " Ret Riser 8 " Sup Riser 6 " 10 x 6 104 cfm 10 x 6 25 cfm 10 x 6 57 cfm 14 x 6 148 cfm 14 x 6 138 cfm Ret Riser 25 x 12 10 x 6 48 cfm 16 x 8 6 "4 " 5 " 10 x 6 83 cfm 6 " 10 x 6 99 cfm 7 "5 " 7 " 6 " 7 " 26 x 12 8 " 10 x 6 83 cfm 20 x 8 6 " 5 " 7 "7 "7 " 6 " 10 x 6 33 cfm 4 " 4 " 25 x 10 8 " 14 x 6 57 cfm 5 " 8 "8 " 8 " 12 x 12 191 cfm 5 " 4 " 6 " 10 x 8 20 x 10 10 x 8 16 x 810 x 8 7 " Reviewed by SAFEbuilt 11/10/2021 Job #: Performed for: Larry & Cathy Griffin Fall River Ct Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 97 Page 2 Ri gh t-Su i te® Uni ve rsa l 2 0 21 21.0.07 RSU29846 2021-Sep-29 20:36:58 ...Kinley Built\Griffin\Griffon.rup N MAIN FLOOR Master Bedroom Toilet Master Bathroom Great Room Entry Powder Mud Room Laundry Kitchen WIC Sup Riser 6 " Ret Riser 8 "Sup Riser 6 " 10 x 4 65 cfm 10 x 4 134 cfm 10 x 4 134 cfm 10 x 4 71 cfm 10 x 4 98 cfm 10 x 4 98 cfm 5 " 65 cfm 10 x 4 24 cfm 10 x 4 73 cfm 10 x 4 61 cfm 10 x 4 36 cfm 15 x 6 196 cfm 15 x 6 267 cfm 15 x 6 181 cfm 15 x 6 191 cfm 6 " 8 " 6 " Reviewed by SAFEbuilt 11/10/2021 Job #: Performed for: Larry & Cathy Griffin Fall River Ct Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 97 Page 3 Ri gh t-Su i te® Uni ve rsa l 2 0 2 1 21.0.07 RSU29846 2021-Sep-29 20:36:58 ...Kinley Built\Griffin\Griffon.rup N UPPER FLOOR Open To Below Loft 14 x 6 175 cfm 10 x 4 87 cfm 10 x 4 87 cfm Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:18 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Project Summary Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor:Fall River Ct, 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-22 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh44594 Structure Btuh31702 Ducts Btuh0 Ducts Btuh0Central vent (65 cfm)3606 Btuh Central vent (65 cfm)Btuh848 Outside air Outside airHumidificationBtuh4939Blower Btuh0 Piping Btuh0Equipment load Btuh53140 Use manufacturer's data y Rate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh32551 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh-1 Ducts Btuh0Central vent (65 cfm)Btuh-709 CoolingHeating Outside air34673467Area (ft²)Equipment latent load Btuh0 3373533735Volume (ft³)Air changes/hour 0.130.25 Equipment Total Load (Sen+Lat)Btuh32551 Equiv. AVF (cfm)73141 Req. total capacity at 1.00 SHR ton2.7 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Comfort 95 Single-Stag...Trade CARRIER Model 59SC5A080S21--20 Cond CA13NA0420NG0A0AHRI ref Coil CNPVP4821ALA AHRI refEfficiency95.5 AFUE Efficiency 10.5 EER, 13 SEER Heating input Btuh80000 Sensible cooling Btuh34540Heating output Btuh65504 Latent cooling Btuh0 Temperature rise °F61 Total cooling Btuh34540Actual air flow cfm1310 Actual air flow cfm1450 Air flow factor cfm/Btuh0.029 Air flow factor cfm/Btuh0.046Static pressure in H2O0.70 Static pressure in H2O0.80 Space thermostat Load sensible heat ratio 1.00 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:18 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Building Analysis Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 DoorsCeilings Floors Inf iltration Ventilation Humidif ication % of loadBtuhBtuh/ft²Component 23.3123743.4Walls 32.71737421.8Glazing 2.6139120.4Doors 3.920601.4Ceilings 6.735562.32.3Floors 14.878381.8Infiltration 00Ducts 00Piping 9.34939Humidification 6.83606Ventilation0Adjustments 100.053140Total Cooling Walls Glazing Other Ceilings Infiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 7.223290.6Walls 63.92079926.0Glazing 1.54777.0Doors 4.414180.9Ceilings 000Floors 2.99590.2Infiltration 00Ducts 2.6848Ventilation 17.65720Internal gains 00Blower 0Adjustments 100.032551Total Latent Cooling Load = 0 Btuh Overall U-va lue = 0.0 72 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 5700.7127303.4020.00.050803ne 4950.7123713.4020.00.050697se 4650.7122253.4020.00.050655sw 5220.7125023.4020.00.050736nw 20520.7198283.4020.00.0502891all Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 380.383503.5419.00.05299se 2020.3818543.5419.00.052524sw 370.383423.5419.00.05297nw 2770.3825463.5419.00.052720all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.320421ne 1049824.9916521.80 251230.4179621.800.32083se 347530.4248421.800.320114sw 145824.9127321.800.32059nw 1794426.51471821.800.320676all Low E 32: Low E Glass U.32, SHGC.32; 4 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 31224.927221.800.32013ne 83124.972521.800.32033ne 114224.999721.800.32046all Low E 32: Low E Glass U.32, SHGC.32; 10 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 62324.954421.800.32025ne 93524.981621.800.32038ne 155824.9136021.800.32063all Low E 32: Low E Glass U.32, SHGC.32; 16 ft overhang (5.5 ft window ht, 1 ft sep.); 6.67 ft head ht 15511.329921.800.32014se Doors Door, wd sc type 3366.9998120.400.30048sw 1406.9941020.400.30020nw 4776.99139120.400.30068all Reviewed by SAFEbuilt 11/10/2021 Ceilings Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 14180.9420601.3649.00.0201515 Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.020582 007921.36 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 00276424.110.00.355115 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Master Bedroom By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 370.711753.4020.00.05052ne 390.711873.4020.00.05055sw 1150.715533.4020.00.050163nw 1910.719153.4020.00.050269all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32096ne 239324.9208921.80 38030.427221.800.32013sw 62324.954421.800.32025nw 339725.4290521.800.320134all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2700.943931.3649.00.020289 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Toilet By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 (none) Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 5 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Master Bathroom By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 370.711793.4020.00.05053ne Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32038ne 93524.981621.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 990.941431.3649.00.020106 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 6 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Great Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 940.714523.4020.00.050133ne 1030.714943.4020.00.050145se 1030.714943.4020.00.050145nw 3010.7114393.4020.00.050423all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.320157ne 390524.9340921.80 34324.929921.800.32014nw 424824.9370821.800.320170all Low E 32: Low E Glass U.32, SHGC.32; 16 ft overhang (5.5 ft window ht, 1 ft sep.); 6.67 ft head ht 15511.329921.800.32014se Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2710.943941.3649.00.020290 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 7 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Entry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 740.713533.4020.00.050104sw 260.711223.4020.00.05036nw 990.714753.4020.00.050140all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32023sw 71230.450921.80 Doors Door, wd sc type 1966.9957120.400.30028sw Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 110.94161.3649.00.02012 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 8 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Powder By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 (none) Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 9 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Mud Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 500.712383.4020.00.05070sw Partitions (none) Windows (none) Doors Door, wd sc type 1406.9941020.400.30020sw Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 170.94241.3649.00.02018 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 10 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Laundry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 390.711883.4020.00.05055se 550.712633.4020.00.05077sw 940.714513.4020.00.050133all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3208se 23130.416521.80 59430.442421.800.32020sw 82530.459021.800.32027all 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 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 11 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Kitchen By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 710.713423.4020.00.050101ne 1180.715663.4020.00.050166se 140.71693.4020.00.05020sw 2040.719763.4020.00.050287all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32044ne 108424.994721.80 34730.424821.800.32011se 143126.1119521.800.32055all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2170.943161.3649.00.020232 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 12 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:WIC By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 180.71843.4020.00.05025se 660.713153.4020.00.05093sw 430.712073.4020.00.05061nw 1270.716063.4020.00.050178all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3209sw 25930.418521.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 650.94951.3649.00.02070 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 13 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Bedroom 3 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 450.712173.4020.00.05064ne 1120.715363.4020.00.050158nw 1570.717533.4020.00.050222all Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 230.382153.5419.00.05261sw Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32038ne 93524.981621.80 27424.923921.800.32011nw 120924.9105521.800.32049all Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0088724.110.00.35537 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 14 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Bathroom 3 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 100.38883.5419.00.05225se 390.383583.5419.00.052101sw 230.382153.5419.00.05261nw 720.386603.5419.00.052187all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02098 001331.36 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 15 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Bathroom 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 320.382943.5419.00.05283sw Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02072 00971.36 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 16 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Bedroom 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 660.713163.4020.00.05093ne Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32038ne 93524.981621.80 Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0035024.110.00.35515 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 17 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Family Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 880.714203.4020.00.050124ne 230.711113.4020.00.05033se 180.71853.4020.00.05025nw 1290.716163.4020.00.050181all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32013ne 31224.927221.80 38030.427221.800.32013se 69227.754421.800.32025all Low E 32: Low E Glass U.32, SHGC.32; 4 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 31224.927221.800.32013ne 83124.972521.800.32033ne 114224.999721.800.32046all Low E 32: Low E Glass U.32, SHGC.32; 10 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 62324.954421.800.32025ne Doors Door, wd sc type 1406.9941020.400.30020nw Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0079724.110.00.35533 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 18 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Hallway By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 280.382553.5419.00.05272sw 140.381273.5419.00.05236nw 420.383823.5419.00.052108all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.020242 003291.36 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 19 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Office By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 340.711633.4020.00.05048ne 1000.714813.4020.00.050142se 1350.716443.4020.00.050190all Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 80.38723.5419.00.05220sw Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32025se 76130.454421.80 Low E 32: Low E Glass U.32, SHGC.32; 10 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 93524.981621.800.32038ne Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0073024.110.00.35530 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 20 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Storage By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 290.382633.5419.00.05274se 440.384063.5419.00.052115sw 730.386683.5419.00.052189all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.020105 001431.36 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 21 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Mechanical By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 Basement Wall R-19: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 280.382553.5419.00.05272sw Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02066 00901.36 Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:19 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 22 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Sep 29, 2021Date:Loft By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 970.714673.4020.00.050137ne 930.714473.4020.00.050131se 1670.718013.4020.00.050236sw 1060.715063.4020.00.050149nw 4640.7122203.4020.00.050653all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32026se 79330.456721.80 153030.4109321.800.32050sw 21824.919021.800.3209nw 254029.9185121.800.32085all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 4090.945951.3649.00.020437 Floors (none) Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Entire House Master Bedroom 2 Exposed wall 453.0 ft 40.3 ft 3 Room height 9.7 ft 10.0 heat/coolft 4 Room dimensions ft288.9x1.0 5 Room area 3466.9 f t²288.9 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 1333 803 2730 570 148 52 175 37 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 421 0 9165 10498 96 0 2089 2393 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 13 0 272 312 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 33 0 725 831 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 25 0 544 623 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 38 0 816 935 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 99 99 350 38 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 794 697 2371 495 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 83 0 1796 2512 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 14 28 299 155 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 524 524 1854 202 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 817 655 2225 465 68 55 187 39 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 114 0 2484 3475 13 0 272 380 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 48 48 981 336 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 97 97 342 37 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 815 736 2502 522 188 163 553 115 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 59 0 1273 1458 25 0 544 623 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 20 20 410 140 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 1515 1515 2060 1418 289 289 393 270 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 582 582 792 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 932 115 2764 0 0 0 0 0 6 c) AED excursion 0 -116 Envelope loss/gain 36756 25023 4213 3742 12 a)Infiltration 7838 959 705 86 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 2 460 Appliances/other 4800 0 Subtotal (lines 6 to 13)44594 31702 4917 4288 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 44594 31702 4917 4288 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 44594 31702 4917 4288 Air required (cfm)Air required (cfm)1310 1450 144 196 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Toilet Master Bathroom 2 Exposed wall 0 ft 10.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft3.8x5.5 ft111.9x1.0 5 Room area 20.6 f t²111.9 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 90 53 179 37 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 38 0 816 935 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 0 0 0 0 106 106 143 99 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -31 Envelope loss/gain 0 0 1138 1040 12 a)Infiltration 0 0 158 19 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)0 0 1296 1559 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 0 0 1296 1559 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 1296 1559 Air required (cfm)Air required (cfm)0 0 38 71 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Great Room Entry 2 Exposed wall 27.5 ft 21.3 ft 3 Room height 16.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft321.4x1.0 ft207.6x1.0 5 Room area 321.4 f t²207.6 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 290 133 452 94 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 157 0 3409 3905 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 159 145 494 103 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 14 14 299 155 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 155 104 353 74 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 23 0 509 712 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 28 28 571 196 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 159 145 494 103 36 36 122 26 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 14 0 299 343 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 290 290 394 271 12 12 16 11 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -158 266 Envelope loss/gain 5841 4817 1572 1284 12 a)Infiltration 1063 130 335 41 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 900 0 Subtotal (lines 6 to 13)6904 5847 1907 1325 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 6904 5847 1907 1325 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 6904 5847 1907 1325 Air required (cfm)Air required (cfm)203 267 56 61 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Powder Mud Room 2 Exposed wall 0 ft 10.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft5.5x6.0 ft7.0x10.0 5 Room area 33.0 f t²70.0 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 90 70 238 50 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 20 20 410 140 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 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 18 18 24 17 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -6 Envelope loss/gain 0 0 672 201 12 a)Infiltration 0 0 158 19 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)0 0 830 220 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 0 0 830 220 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 830 220 Air required (cfm)Air required (cfm)0 0 24 10 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 5...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Laundry Kitchen 2 Exposed wall 17.8 ft 38.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft7.0x10.8 ft316.4x1.0 5 Room area 75.3 f t²316.4 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 144 101 342 71 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 44 0 947 1084 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 63 55 188 39 178 166 566 118 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 8 0 165 231 11 0 248 347 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 97 77 263 55 20 20 69 14 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 20 0 424 594 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 62 62 84 58 232 232 316 217 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 91 -77 Envelope loss/gain 1125 1068 2487 1775 12 a)Infiltration 280 34 599 73 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 1000 Subtotal (lines 6 to 13)1404 1602 3085 2849 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1404 1602 3085 2849 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1404 1602 3085 2849 Air required (cfm)Air required (cfm)41 73 91 130 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 6...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name WIC Bedroom 3 2 Exposed wall 20.8 ft 36.8 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft69.8x1.0 ft215.6x1.0 5 Room area 69.8 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 101 64 217 45 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 38 0 816 935 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 25 25 84 18 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 61 61 215 23 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 101 93 315 66 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 9 0 185 259 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 61 61 207 43 169 158 536 112 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 11 0 239 274 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 70 70 95 65 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 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 216 37 887 0 6 c) AED excursion 94 -45 Envelope loss/gain 886 544 2911 1345 12 a)Infiltration 327 40 579 71 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13)1213 584 3490 1646 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 61 4 14 Subtotal 1213 584 3551 1650 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1213 584 3551 1650 Air required (cfm)Air required (cfm)36 27 104 75 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 7...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Bathroom 3 Bathroom 2 2 Exposed wall 20.8 ft 9.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft97.7x1.0 ft71.6x1.0 5 Room area 97.7 f t²71.6 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 25 25 88 10 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 101 101 358 39 83 83 294 32 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 61 61 215 23 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 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 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 98 98 133 0 72 72 97 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -16 -15 Envelope loss/gain 793 56 392 18 12 a)Infiltration 327 40 146 18 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 500 Subtotal (lines 6 to 13)1120 596 538 535 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 14 1 255 18 14 Subtotal 1134 597 792 553 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1134 597 792 553 Air required (cfm)Air required (cfm)33 27 23 25 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 8...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Bedroom 2 Family Room 2 Exposed wall 14.5 ft 33.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft173.1x1.0 ft339.5x1.0 5 Room area 173.1 f t²339.5 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 131 93 316 66 207 124 420 88 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 38 0 816 935 13 0 272 312 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 13 0 272 312 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 33 0 725 831 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 25 0 544 623 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 45 33 111 23 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 13 0 272 380 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 45 25 85 18 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 0 0 0 0 20 20 410 140 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.940.94 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 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 173 15 350 0 340 33 797 0 6 c) AED excursion -22 -97 Envelope loss/gain 1482 978 3908 2629 12 a)Infiltration 228 28 520 64 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13)1711 1236 4428 3593 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 158 11 280 20 14 Subtotal 1868 1247 4707 3613 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1868 1247 4707 3613 Air required (cfm)Air required (cfm)55 57 138 165 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 9...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Hallway Office 2 Exposed wall 12.0 ft 30.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft241.9x1.0 ft204.3x1.0 5 Room area 241.9 f t²204.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 86 48 163 34 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 38 0 816 935 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 167 142 481 100 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 25 0 544 761 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 72 72 255 28 20 20 72 8 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 36 36 127 14 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 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 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 242 242 329 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 204 30 730 0 6 c) AED excursion -2 -50 Envelope loss/gain 711 40 2806 1788 12 a)Infiltration 189 23 477 58 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)900 63 3283 1846 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -900 -63 97 7 14 Subtotal 0 0 3380 1853 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 3380 1853 Air required (cfm)Air required (cfm)0 0 99 85 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 10...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Storage Mechanical 2 Exposed wall 21.0 ft 8.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft8.3x12.8 ft8.3x8.0 5 Room area 105.2 f t²66.0 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 R20 Frame WallR20 Frame Wall 0.0500.050 nene 3.403.40 0.710.71 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 sese 3.543.54 0.380.38 74 74 263 29 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 sese 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 11.2911.29 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 swsw 3.543.54 0.380.38 115 115 406 44 72 72 255 28 WW R20 Frame WallR20 Frame Wall 0.0500.050 swsw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.4430.44 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.996.99 0 0 0 0 0 0 0 0 WW Basement Wall R-19 0.052Basement Wall R-19 0.052 nwnw 3.543.54 0.380.38 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0500.050 nwnw 3.403.40 0.710.71 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9324.93 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.996.99 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 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 105 105 143 0 66 66 90 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -3 -1 Envelope loss/gain 811 70 344 27 12 a)Infiltration 331 40 126 15 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)1142 110 470 42 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 506 44 -470 -42 14 Subtotal 1648 155 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1648 155 0 0 Air required (cfm)Air required (cfm)48 7 0 0 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:19Right-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 11...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Right-J® W or ksheet Sep 29, 2021Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Loft 2 Exposed wall 82.0 ft 3 Room height 9.0 heat/coolft 4 Room dimensions ft437.3x1.0 5 Room area 437.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area Load number (Bt uh/f t²-°F)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W R20 Frame Wall 0.050 ne 3.40 0.71 137 137 467 97 .G Low E 32 0.320 ne 21.76 24.93 0 0 0 0 .G Low E 32 0.320 ne 21.76 24.93 0 0 0 0 .G Low E 32 0.320 ne 21.76 24.93 0 0 0 0 1 1 G Low E 32 0.320 ne 21.76 24.93 0 0 0 0 G Low E 32 0.320 ne 21.76 24.93 0 0 0 0 W Basement Wall R-19 0.052 se 3.54 0.38 0 0 0 0 W R20 Frame Wall 0.050 se 3.40 0.71 158 131 447 93 G Low E 32 0.320 se 21.76 30.44 26 0 567 793 G Low E 32 0.320 se 21.76 11.29 0 0 0 0 W Basement Wall R-19 0.052 sw 3.54 0.38 0 0 0 0 W R20 Frame Wall 0.050 sw 3.40 0.71 286 236 801 167 G Low E 32 0.320 sw 21.76 30.44 50 0 1093 1530 D Door, wd sc type 0.300 sw 20.40 6.99 0 0 0 0 W Basement Wall R-19 0.052 nw 3.54 0.38 0 0 0 0 W R20 Frame Wall 0.050 nw 3.40 0.71 158 149 506 106 G Low E 32 0.320 nw 21.76 24.93 9 0 190 218 D Door, wd sc type 0.300 nw 20.40 6.99 0 0 0 0 C R49 Attic 0.020 -1.36 0.94 437 437 595 409 F 21A-32t 0.020 -1.36 0.00 0 0 0 0 F 22B-10tpm 0.355 -24.14 0.00 0 0 0 0 6 c) AED excursion 189 Envelope loss/gain 4665 3602 12 a)Infiltration 1292 158 b)Room ventilation 0 0 13 Internal gains:Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13)5957 3760 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 5957 3760 15 Duct loads -0%0%0 0 Total room load 5957 3760 Air required (cfm)175 172 Reviewed by SAFEbuilt 11/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-29 20:36:21 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Loads for Multiple Orientations Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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)27919 39157 42295 35934 24962 32551 34803 32941 Latent Load (Btuh)0 0 0 0 0 0 0 0 Total Load (Btuh)27919 39157 42295 35934 24962 32551 34803 32941 Heating AVF (cfm)1310 1310 1310 1310 1310 1310 1310 1310 Cooling AVF (cfm)1450 1450 1450 1450 1450 1450 1450 1450 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 10000 20000 30000 40000 50000 N NE E SE S SW W NW Front Door faces SouthwestCurrent Orientation: Front Door faces EastHighest Cooling Load: Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:AED Assessment Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins (AWOS), CO, US 1668Design TD (°F)ft7905Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.639.7Moisture 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 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 24,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 13.3%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Duct system multi orientation report Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW) Group 7: ( W) Group 8: (NW) Duct Name (SE)(E)(NE)(N) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x623 h410x623 h410x623 h410x633 c Bathroom 3 410x633 h410x633 h410x633 h410x636 c Bedroom 2 610x672 c610x678 c510x664 c510x655 h Bedroom 3 710x6104 h710x6104 h710x6104 h710x6104 h Entry 510x456 h510x456 h510x456 h510x456 h Family Room 610x686 c610x686 c610x687 c610x677 c Family Room-A 610x686 c610x686 c610x687 c610x677 c Great Room 010x4164 c010x4171 c010x4156 c010x4118 c Great Room-A 810x4164 c810x4171 c810x4156 c710x4118 c Kitchen 610x469 c510x465 c510x462 c610x470 c Kitchen-A 6569 c5565 c5562 c6570 c Laundry 510x450 c510x450 c510x459 c610x479 c Loft 610x487 h610x487 h610x487 h610x494 c Loft-A 610x487 h610x487 h610x487 h610x494 c Master Bathroom 610x484 c610x489 c610x477 c510x463 c Master Bedroom 710x4106 c710x4110 c710x4109 c710x4100 c Master Bedroom-A 710x4106 c710x4110 c710x4109 c710x4100 c Mud Room 410x424 h410x424 h410x424 h410x424 h Office 710x699 h710x699 h710x699 h710x699 h Storage 410x648 h410x648 h410x648 h410x648 h WIC 410x436 h410x436 h410x436 h410x436 h Supply Trunks st1 20x8691 c20x8714 c20x8712 c20x8711 c st1A 16x8526 c18x8556 c16x8536 c16x8507 c st1B 10x8190 c10x8197 c10x8197 c10x8184 c st2A 10x8280 h10x8280 h10x8280 h10x8318 c st2 16x8595 c16x8565 c16x8582 c16x8621 c Return Branches rb8 714x6138 h714x6138 h714x6138 h714x6138 h rb6 715x6159 c815x6165 c815x6165 c815x6182 c rb5 815x6328 c815x6342 c815x6312 c815x6236 c rb4 815x6173 c815x6173 c815x6169 c815x6194 c rb2 614x672 c614x678 c514x664 c514x655 h rb1 815x6212 c815x6220 c815x6218 c815x6200 c rb7 714x6148 h714x6148 h714x6148 h714x6148 h rb3 814x6175 h814x6175 h814x6175 h814x6187 c rb9 812x12192 c812x12190 c812x12195 c812x12188 c Return Trunks rt5A 20x101051 c20x101086 c20x101040 c20x10976 c rt5 25x101243 c25x101276 c25x101236 c25x101164 c Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW rt2 10x8323 h10x8323 h10x8323 h10x8323 h rrs1 25x121450 c25x121450 c25x121450 c25x121450 c rt1 26x121450 c26x121450 c26x121450 c26x121450 c Friction Rates Heating FR 0.0530.0530.0530.053 Cooling FR 0.0590.0590.0590.059 Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 3 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, 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 410x625 c410x623 h410x624 c410x629 c Bathroom 3 410x633 h410x633 h410x633 h410x633 h Bedroom 2 510x657 c610x673 c510x668 c510x662 c Bedroom 3 710x6104 h710x6104 h710x6104 h710x6104 h Entry 510x461 c510x463 c510x456 h510x456 h Family Room 610x683 c610x669 h610x669 h610x671 c Family Room-A 610x683 c610x669 h610x669 h610x671 c Great Room 010x4134 c010x4159 c010x4152 c010x4145 c Great Room-A 710x4134 c810x4159 c810x4152 c710x4145 c Kitchen 510x465 c510x465 c510x466 c610x473 c Kitchen-A 5565 c5565 c5566 c6573 c Laundry 610x473 c610x471 c610x471 c510x465 c Loft 610x487 h610x487 h610x487 h610x487 h Loft-A 610x487 h610x487 h610x487 h610x487 h Master Bathroom 610x471 c610x485 c610x481 c610x479 c Master Bedroom 710x498 c710x4101 c710x4105 c710x4103 c Master Bedroom-A 710x498 c710x4101 c710x4105 c710x4103 c Mud Room 410x424 h410x424 h410x424 h410x424 h Office 710x699 h710x699 h710x699 h710x699 h Storage 410x648 h410x648 h410x648 h410x648 h WIC 410x436 h410x436 h410x436 h410x436 h Supply Trunks st1 20x8709 c22x8723 c20x8710 c20x8687 c st1A 16x8515 c18x8555 c16x8539 c16x8510 c st1B 10x8177 h10x8182 c10x8189 c10x8187 c st2A 10x8295 c10x8280 h10x8280 h10x8315 c st2 16x8608 c16x8568 c16x8588 c16x8619 c Return Branches rb8 714x6138 h714x6138 h714x6138 h714x6138 h rb6 815x6181 c815x6193 c815x6184 c815x6172 c rb5 815x6267 c815x6318 c815x6305 c815x6289 c rb4 815x6191 c815x6192 c815x6181 c815x6176 c rb2 514x657 c614x673 c514x668 c514x662 c rb1 815x6196 c815x6202 c815x6209 c815x6206 c rb7 714x6148 h714x6148 h714x6148 h714x6148 h rb3 814x6175 h814x6175 h814x6175 h814x6175 h rb9 812x12191 c812x12162 h812x12162 h812x12170 c Return Trunks rt5A 20x10996 c20x101082 c20x101056 c20x101021 c rt5 25x101186 c25x101235 c25x101204 c25x101191 c rt2 10x8323 h12x8323 h10x8323 h10x8323 h rrs1 25x121450 c25x121450 c25x121450 c25x121450 c rt1 26x121450 c26x121450 c26x121450 c26x121450 c Friction Rates Heating FR 0.0530.0530.0530.053 Cooling FR 0.0590.0590.0590.059 Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 4 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x623 h410x633 c Bathroom 3 410x633 h410x636 c Bedroom 2 510x655 h610x678 c Bedroom 3 710x6104 h710x6104 h Entry 510x456 h510x463 c Family Room 610x669 h610x687 c Family Room-A 610x669 h610x687 c Great Room 010x4118 c010x4171 c Great Room-A 710x4118 c810x4171 c Kitchen 510x462 c610x473 c Kitchen-A 5562 c6573 c Laundry 510x450 c610x479 c Loft 610x487 h610x494 c Loft-A 610x487 h610x494 c Master Bathroom 510x463 c610x489 c Master Bedroom 710x498 c710x4110 c Master Bedroom-A 710x498 c710x4110 c Mud Room 410x424 h410x424 h Office 710x699 h710x699 h Storage 410x648 h410x648 h WIC 410x436 h410x436 h Supply Trunks st1 20x8687 c22x8723 c st1A 16x8507 c18x8556 c st1B 10x8177 h10x8197 c st2A 10x8280 h10x8318 c st2 16x8565 c16x8621 c Return Branches rb8 714x6138 h714x6138 h rb6 715x6159 c815x6193 c rb5 815x6236 c815x6342 c rb4 815x6169 c815x6194 c rb2 514x655 h614x678 c rb1 815x6196 c815x6220 c rb7 714x6148 h714x6148 h rb3 814x6175 h814x6187 c rb9 812x12162 h812x12195 c Return Trunks rt5A 20x10976 c20x101086 c rt5 25x101164 c25x101276 c rt2 10x8323 h12x8323 h rrs1 25x121450 c25x121450 c rt1 26x121450 c26x121450 c Friction Rates Heating FR 0.0530.053 Cooling FR 0.0590.059 Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:22 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 5 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW 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 11/10/2021 2021-Sep-29 20:36:24 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Static Pressure and Friction Rate Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.800.70External static pressure Pressure losses 0.230.19Coil 00Heat exchanger 0.030.03Supply diffusers 0.030.03Return grilles 0.140.12Filter 00Humidifier 00Balancing damper 00Other device 0.370.33Available static pressure Total Effective Length ReturnSupply (ft)(ft) 213Measured length of run-out 3235Measured length of trunk 295250Equivalent length of fittings 329299Total length 627Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) < 0.060.059< 0.060.053Supply Ducts < 0.060.059< 0.060.053Return Ducts Fitting Equivalent Length Details 4G=80, 2O1=65, 12O1=10, 2O1=65, 12O1=10, 8E=10, 1B=10: TotalEL=250Supply 6M=20, 6C6=115, 6CB=25, 6CA=10, 6CA=10, 6CA=10, 6CA=10, 12F1=20, 8E=10, 10B=10, 8E=10, 5I1=45: TotalEL=295 Return Reviewed by SAFEbuilt 11/10/2021 2021-Sep-29 20:36:24 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 1 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Job:Duct System Summary Sep 29, 2021Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Larry & Cathy Griffin, Kinley BuiltFor: Fall River Ct, Estes Park, CO CoolingHeating External static pressure in H2O0.80in H2O0.70 Pressure losses in H2O0.43in H2O0.37 Available static pressure in H2O0.37in H2O0.33 Supply / return available pressure 0.157 / 0.173 in H2O in H2O0.176 / 0.194 Lowest friction rate in/100ft0.059in/100ft0.053 Actual air flow cfm1450cfm1310 Total effective length (TEL)ft627 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 st1155.023.0ShMt0x04.00.0992523553cBathroom 2 st1A175.034.0ShMt0x04.00.07527331134hBathroom 3 st1A195.036.3ShMt0x05.00.06857551868cBedroom 2 st1B250.048.5ShMt0x07.00.053751043551hBedroom 3 st1A200.027.0ShMt0x05.00.07861561325cEntry st1175.025.0ShMt0x06.00.08883691806cFamily Room st2165.029.8ShMt0x06.00.09083691806cFamily Room-A 00ShMt0x0001341012923cGreat Room st2185.031.3ShMt0x07.00.0811341012923cGreat Room-A st2A195.034.8ShMt0x05.00.07765451424cKitchen st2A165.041.3ShMt0x05.00.08565451424cKitchen-A st2A200.017.0ShMt0x06.00.08173411602cLaundry st1185.037.5ShMt0x06.00.07186872979hLoft st2175.022.3ShMt0x06.00.08086872979hLoft-A st1A185.033.3ShMt0x06.00.08171381559cMaster Bathroom st1B240.053.0ShMt0x07.00.06098722144cMaster Bedroom st1A175.042.3ShMt0x07.00.08198722144cMaster Bedroom-A st2175.09.8ShMt0x04.00.0851024830hMud Room st2A175.036.8ShMt0x07.00.07485993380hOffice st2A30.016.0ShMt0x04.00.3417481648hStorage st1A230.038.3ShMt0x04.00.05927361213hWIC Reviewed by SAFEbuilt 11/10/2021 Bold/italic values have been manually overridden 2021-Sep-29 20:36:24 Rig ht-Su ite® U niv er sal 20 21 21 .0.07 RSU2 9846 Page 2 ...d Calculations\Kinley Built\Griffin\Griffon.rup Calc = MJ8 Front Door faces: SW Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1 Peak AVF 647 709 0.059 638 13.5 20x8 ShtMetl st1A Peak AVF 467 515 0.059 579 11.9 16x8 ShtMetl st1 st1B Peak AVF 177 174 0.053 318 8.2 10x8 ShtMetl st1A st2A Peak AVF 280 295 0.068 532 9.2 10x8 ShtMetl st2 st2 Peak AVF 562 608 0.077 684 12.1 16x8 ShtMetl 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 rb8 0x 1380 103 328.8 0.053 515 7.0 x0 0 ShMt rt5A rb6 0x 1390 181 199.5 0.097 520 8.0 x0 0 ShMt rt5A rb5 0x 2030 267 160.5 0.121 766 8.0 x0 0 ShMt rt5A rb4 0x 1470 191 171.8 0.113 547 8.0 x0 0 ShMt rt5A rb2 0x 550 57 185.5 0.093 418 5.0 x0 0 ShMt rt5A rb1 0x 1440 196 290.8 0.067 562 8.0 x0 0 ShMt rt5A rb7 0x 1480 92 137.3 0.126 553 7.0 x0 0 ShMt rt2 rb3 0x 1750 172 222.5 0.078 501 8.0 x0 0 ShMt rt2 rb9 0x 1620 191 89.0 0.218 546 8.0 x0 0 ShMt rt5 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt5A Peak AVF 826 996 0.059 717 15.3 20x10 ShtMetl rt5 rt5 Peak AVF 987 1186 0.059 683 16.3 25x10 ShtMetl rrs1 rt2 Peak AVF 323 264 0.078 581 9.5 10x8 ShtMetl rrs1 rrs1 Peak AVF 1310 1450 0.059 696 17.0 25x12 ShtMetl rt1 rt1 Peak AVF 1310 1450 0.059 669 17.6 26x12 ShtMetl Reviewed by SAFEbuilt 11/10/2021 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. PROVIDE A GAS LINE SCHEMATIC FOR EVERY DWELLING