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HomeMy WebLinkAboutPLANS Remodel 249 Mountain View Ln 2022-02-15LOT 1 MIRABELL SUBDIVISION (0.26 ACRES) LOT 2 MIRABELL SUBDIVISION LOT 24 1ST RESUBDIVISION OF BUENNA VISTA TERRACE LOT 23 1ST RESUBDIVISION OF BUENNA VISTA TERRACE LOT 28 1ST RESUBDIVISION OF BUENNA VISTA TERRACE LOT 29 1ST RESUBDIVISION OF BUENNA VISTA TERRACE LOT 30 1ST RESUBDIVISION OF BUENNA VISTA TERRACE 12 ' 6' 2' 2' 1 5 ' 2' 2'6' 7' 4'1' 1' 10 ' CONCRETE PATIO FFE: 7674.27 STAIRSBUILDING ADDITION CONCRETE PATIO FFE: 7674.89 8 LF STACKED ROCK WALL TOW=7674.9' BOW=7672.3' 30 " M I N . Ø L A R G E BO U L D E R S KE Y I N M I N . 1 8 " I N T O NA T I V E S O I L PE R P L A N NATIVE SOIL FREE DRAINING GRANULAR MATERIAL 0.5 1 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2021 DAB SITE PLAN 249 MOUNTAIN VIEW LANE OWNER STEPHEN MURPHEY 13991 E MARINA DR APT 408 AURORA, CO 80014 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: E - ESTATE SURROUNDING PROPERTY ZONING CLASSIFICATION: E - ESTATE BUILDING SETBACK = FRONT: 15'; REAR: 15'; SIDES: 10' GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2. PLATTED BEARINGS WERE ROTATED 0°21'08" COUNTER-CLOCKWISE TO MATCH GEODETIC BEARINGS MEASURED BETWEEN THE TWO FOUND MONUMENTS SHOWN HEREON. BEARINGS FOR THIS SITE PLAN ARE BASED ON THESE TWO MONUMENTS, CALCULATED TO BEAR N00°17'24"W. 3. ONLY VISIBLE SURFACE UTILITIES ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 4. CONTOURS SHOWN HEREON ARE AT A 1-FT INTERVAL AND ARE BASED UPON FIELD OBSERVATIONS RECORDED ON JULY 12 AND 26, 2021. LEGAL DESCRIPTION (PER WARRANTY DEED AT RECEPTION #20170062328) LOT 1, MIRABELL SUBDIVISION 10' SCALE: 1" = 10' 0 20' RETAINING WALL DETAIL NO SCALE 2/9/22 Reviewed by SAFEbuilt 02/15/2022 APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 02/15/2022 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 R905.1.2 All Irrigation Sprinkler Taps Shall be Protected by an Approved Back Flow Device PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION Rim joist shall have an air barrier on the interior between each joist. All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. N REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 Design Loads InformationDesign Loads Information : : CODE: 2015 IRC W/ TOWN OF ESTES PARK LOCAL AMENDMENTS ELEVATION: 7685 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 67 PSF 70 psf - (8000ft - 7685ft) x (10psf / 1000ft) = 67 psf SLOPED ROOF SNOW LOAD: 52 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF DECK LIVE LOAD: 67 PSF DECK DEAD LOAD: 10 PSF SEISMIC: DESIGN CATEGORY B ASSUMED SOIL BEARING CAPACITY: 2500 PSF (ENGINEER TO VERIFY) WIND INFORMATION: -Vult = 175 mph. 3 sec gust Exposure C. Area CalculationsArea Calculations :: Main level sq.ft. info:Main level sq.ft. info: -Main Level Existing: 1,238 sq.ft. -Main level addition: 593 sq.ft. - MAIN LEVEL TOTAL CALCULATION: 1,831 sq.ft. - Entire main level deck surface: 360 sq.ft. - Main Level Deck & deck stairs addition onto existing deck :211 sq. ft. - MAIN LEVEL DECK TOTAL CALCULATION: 571 sq.ft. Existing garage & upper bed/bath remodel/addition sq.ft. info:Existing garage & upper bed/bath remodel/addition sq.ft. info: -Existing garage:394 sq. ft. -One bed + one bath addition over existing garage:300 sq.ft. Upper level sq.ft. info:Upper level sq.ft. info: -Upper level remodel total:445 sq. ft. -Upper level one bed + one bath addition: 148 sq.ft. - UPPER LEVEL TOTAL CALCULATION: 593 SQ.FT. -Proposed upper deck: 164 sq.ft. Existing Lower level basement sq.ft. info:Existing Lower level basement sq.ft. info: -Unfinished Basement Space: 672 sq.ft. PROJECT SQ.FT. TOTALS:PROJECT SQ.FT. TOTALS: -Entire Living sq.ft. total: 2,724 sq.ft. - Entire deck sq.ft.: 735 sq.ft. General Project Scope:General Project Scope: *Asbestos has been detected and mitigation will begin prior to project demolition -Home alteration & 2 bedroom 2 bathroom addition -Home heat source will be staple up in floor radiant heating General Construction NotesGeneral Construction Notes Siding SpecificationsSiding Specifications :: -Siding to be wood grain HardiePlank Exhaust SpecificationsExhaust Specifications :: -All bathrooms and water closets to have exhaust fans terminating to the exterior -Kitchen range exhaust went needs to comply with M1503, G2447.1 -Provide pan for hot water heater -Dryer ducts to comply with M1502 -Ducts terminate at least 3' of openings Insulation SpecificationsInsulation Specifications :: -All new exterior walls to have blown in Optima insulation R-23 -Insulation to be provided around all bathrooms and bedrooms -All roof insulation to be R-50 UNO Smoke Alarm and Co SpecificationsSmoke Alarm and Co Specifications :: -Smoke alarms are required in all bedrooms and immediately outside of each bedroom, they are to be hardwired this holds true throughout the structure -CO detectors are required outside of every bedroom Stair SpecificationsStair Specifications :: -36" landings to be provided on both sides of all doorways -All stairways to have tread depth of no less than 10" risers on greater than 7 3/4 and landings of 36'' or more -Handrails to be provided on all sets of stairs, installed at 36" -Stairways to be illuminated -Stair railing to be minimum 36" tall and less than a 4" spherical opening GarageGarage:: - Garage to house door to be a solid core door with a self-closer - All doors to meet code R314.3 Tom & Julie Shirley Tom & Julie Shirley Home Addition & AlterationHome Addition & Alteration 249 Mountain View Ln. Estes Park, CO. 80517 General ContractorGeneral Contractor Westover Construction 1789 Wildfire Rd. Estes Park, CO 80517 970 586 9342 Designer:Designer: Colleen Logan colleen@westoverconstruction.com Bob Iwanicki bob@westoverconstruction.com Area Map11 CO V E R P A G E & GE N E R A L P R O J E C T IN F O R M A T I O N A-1 Sheet Index:Sheet Index: A1 -General project scope A2 -Existing Elevations A3 -Existing Floor Plan/Demolition plan A4 -Proposed elevations & typical wall section A5 -Proposed elevations & Window and Door Schedules A6 -Proposed floor plan A7 -Project section cuts and renderings A8 -Proposed foundation plan A9 -Proposed framing plan A10 -Proposed framing plan A11 - Proposed hold down plan & Braced wall plan N/A Height Calculation Info Per EPDC 1.9.E -The Mean Average Elevation is 7667' -The Lower Level Floor/exterior grade is 7660' -Upper floor level/exterior grade is 7675' -The mean height of the height of the tallest roof plane is 7692' 9" -This makes the Maximum Roof Height 25' 9". (7692' 9"- 7667') -See Page A4 & A5 for more detail 12/30/21 Reviewed by SAFEbuilt 02/15/2022 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Shirley Residence Shirley Residence 249 Mountain View Ln. Estes Park, CO 80517 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 EXISTING ELEVATIONS EXISTING SOUTH EAST ELEVATION Scale: 1/4" = 1' 1 A2 1 A2 EXISTING NORTH EAST ELEVATION Scale: 1/4" = 1' 2 A2 2 A2 EXISTING NORTH WEST ELEVATION Scale: 1/4" = 1' 1 A2 1 A2 EXISTING SOUTH WEST ELEVATION Scale: 1/4" = 1' 2 A2 2 A2 Top of existing garage wall plate 8' 1 1/8" aff. garage slab is 14' 10" below main level floor system Existing garden tiers remain Existing foundation walls are CMU A-2 1/4" = 1' Note: Current garage construction has 8' CMU foundation walls that will remain with a 2x4 wood top plate Reviewed by SAFEbuilt 02/15/2022 UP UP UP UP 10'-6" 2'-10 1/2"2' WH DN 6'-10" DN 6'-10" REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Shirley Residence Shirley Residence 249 Mountain View Ln. Estes Park, CO 80517 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 EXISTING FLOOR PLAN / DEMOLITION PLAN Demolition PlanDemolition Plan *All existing CMU foundation walls to remain in place *Existing upper floor system in main home to remain *Existing roof over main home to remain and only be demolished where new addition ties in *Roof over garage and existing bedroom to be removed and reframed. See structural pages -All floor coverings, wall covering etc. to be removed -All windows and doors to be removed. -All siding to be removed EXISTING BEDROOM OVER GARAGE EXISTING GARAGE EXISTING DINING ROOM EXISTING KITCHENEXISTING BATHROOM EXISTING MASTER BEDROOM EXISTING LIVING ROOM EXISTING DECK EXISTING DECK EXISTING GARAGE, BEDROOM ABOVE GARAGE & MAIN LEVEL FLOOR PLAN Scale: 1/4" = 1' 1 A3 1 A3 EXISTING BASEMENT Scale: 1/8" = 1' 4 A3 4 A3 EXISTING UPPER LEVEL Scale: 1/4" = 1' 3 A3 3 A3 EXISTING BEDROOM EXISTING BALCONY EXISTING 1/2 BATHROOM EXISTING STAIRS EXISTING UPPER LEVEL OVERLAYED MAIN LEVEL Scale: 1/8" = 1' 3 A3 3 A3 Remove all bathroom plumbing fixtures & cabinets Remove all kitchen appliances, plumbing fixtures & cabinetry Remove wall in hatched region Cross hatch pattern indicates decking and deck framing to be removed Bubbled area indicates existing stairway structure leading to existing deck all to be demolished All garage CMU foundation wall to remain Stairs & landing to be removed Window to be removed and replaced see window schedule for new window size Remove window. Fill in existing window opening Remove all interior walls Remove windows Remove dropped beam to reframed with new members see page A-10 Remove existing stairs Existing balcony framing remains. Remove and replace all decking and railing. Demolish all crosshatched walls Remove all bathroom plumbing fixtures & cabinetry Remove stairs remove railing Existing water heater and boiler. Heating contractor to determine if they should be replaced or kept Washer dryer to be saved and moved TBD in field for new basement entrance location All existing CMU foundation walls to remain Remove existing door location to be re-patched with CMU units see page A-8 E1 A3 E1 A3 E2 A3 E2 A3 E3 A3 E3 A3 E4 A3 E4 A3 Garage slab is 14' 10" below main level Remove existing floor system, roof and upper walls A-3 VARIES Existing floor beam pad Reviewed by SAFEbuilt 02/15/2022 W10W10 4 : 12 3 : 12 W21W21 W11W11 D14D14 6 : 12 3334DH D20D20 5 : 12 D21D21 D16D16 W03W03 5 : 12 W02W02 D12D12 W01W01 W03W03 W15W15 W19W19 W04W04W05W05W10W10 4 : 12 3 : 12 W21W21 W11W11 D14D14 6 : 12 3334DH D20D20 5 : 12 D21D21 D16D16 W03W03 5 : 12 W02W02 D12D12 W01W01 W03W03 W15W15 W19W19 W04W04W05W05 6 : 12 5 : 12 10 : 12 D21D21 1627 5 : 12 1627 W19W19 W13W13 6 : 12 5 : 12 10 : 12 D21D21 1627 5 : 12 1627 W19W19 W13W13 Roof to be 50 Yr. Asphalt, over 5/8" OSB, over engineered trusses that are 2' OC. Taller heel height on trusses to make sure it does not interfere with windows and doors. 8 12 R-50 Insulation minimum in all ceilings. 5/8" Drywall on all ceilings. 1/2" drywall on all walls with texture. R-23 Optima blown in insulation 3/4" tongue and groove OSB perpendicular to the floor joists. 9 1/2" RFPI 40s @ 16" OC. unless shown otherwise 4" Perimeter Drain in Gravel. Run to daylight. 8x16 Footing with (2) #4s, min. 30" below grade. 8" Conc. wall, refer to foundation wall specifications on page A-8 to see rebar spacing for various heights. Asphaltic damproofing to be applied to the exterior of the foundation walls and the top of footings. Grade to be min. of 6" below siding. Proper drainage to be provided away from the building. 2x6 Treated Plate over foam sill seal 9 1/2" Rim Walls to have Hardie Plank siding over Tyvek over 7/16" OSB over 2x6 walls framed 16" OC. with 1 bottom plate, and 2 top plates. Headers show on structural pages TBD plywood soffit material w/ 2" continuous soffit vents 2x6 sub fascia, and 2x8 cement board fascia 3' min Varies, see elevations Typ. roof pitch UNO Black poly layed over dirt Staple up heat tubes installed with heat fins/ heat spreaders per heat loss calculations 1 0 1 2 3 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 PR O P O S E D EL E V A T I O N S & T Y P I C A L WA L L S E C T I O N PROPOSED SOUTH EAST ELEVATION Scale: 1/4" = 1' 1 A4 1 A4 PROPOSED NORTH EAST ELEVATION Scale: 1/4" = 1' 2 A4 2 A4 TYP. SECTION CUT Scale: 3/4" = 1' 3 A4 3 A4 Top of existing garage top plate 8' 1 1/2" Proposed bedroom floor system to be 3 ' 7 1/2" below main level floor system Top of proposed bedroom wall plate to be 10' a.f.f. Top of proposed great room wall plate to be 10' 10" a.f.f. Top of proposed Upper level addition top plate to be 7' 7" a.f.f. verify in feild to make sure ridge heights match Top of proposed entry wall top plate to be 8' a.f.f. Fire place termination height to be 2/10 rule All new gable roofs to get ridge vents 54" tall pony wall wall w/ TBD stone w/ 2" stone cap supported by a steel lintel Existing Roof to remain Existing window remainsAccess into basement see page A-8 Top of landing 8' 2 1/2" below main level floor system Top of landing 3' 9 1/2" below main level floor system Top of stair landing 12' 3" below main level floor system Railing style to have flat top cap (potentially for cocktails?) 50 yr Asphalt roof material Owens Corning Standing seam metal roof material on all shed roofs New garage door New man door Front door to be solid wood Decorative 4x8 DF #1 dropped beam Decorative perpendicular dropped 4 x 6 DF #1 beams typ of 5 Decorative 4x8 DF #1 dropped beam Decorative perpendicular dropped 4 x 6 DF #1 beams typ. of 5 12 "6 " New asphalt shingles on existing roof system A-4 Ghost wood Horizontal v groove siding horizontal v groove siding Reuse existing balusters on new cable railing 36" tall min New skylites typ 2. Maximum Building Height is 25' 9" The bottom dotted line on all elevations represents the mean average elevation of the finish grade Maximum Building Height is 25' 9" 1/4" = 1' 12/30/21 Reviewed by SAFEbuilt 02/15/2022 W18W18 W16W16 W08W08 D22D22 3 : 12 W08W08 W09W09 D15D15 W09W09 8 : 12 D25D25 W06W06 W17W17 W18W18 W16W16 W08W08 D22D22 3 : 12 W08W08 W09W09 D15D15 W09W09 8 : 12 D25D25 W06W06 W17W17 W16W16 W11W11 6 : 12 W08W08W08W08 W20W20 W09W09 W22W22 W15W15 W09W09 10 : 12 W17W17 W16W16 W11W11 6 : 12 W08W08W08W08 W20W20 W09W09 W22W22 W15W15 W09W09 10 : 12 W17W17 DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE DESCRIPTION SWING SIDE WIDTH HEIGHT D01 20411 1 2 20411 R EX EXT. HINGED-DOOR E21 OUT 24 "59 " D02 2468 1 1 2468 R IN HINGED-DOOR P04 OUT 28 "80 " D03 2468 2 1 2468 L POCKET-DOOR P04 IN 28 "80 " D04 2468 1 1 2468 R IN HINGED-DOOR P04 IN 28 "80 " D05 2468 1 2 2468 R IN HINGED-DOOR P04 OUT 28 "80 " D06 2634 1 0 2634 R IN HINGED-DOOR P04 IN 30 "39 1/2 " D07 2668 2 1 2668 L IN HINGED-DOOR P04 IN 30 "80 " D08 2668 1 1 2668 R POCKET-DOOR P04 IN 30 "80 " D09 2668 2 1 2668 R IN HINGED-DOOR P04 IN 30 "80 " D10 2668 2 2 2668 L IN HINGED-DOOR P04 OUT 30 "80 " D11 2668 1 2 2668 R IN HINGED-DOOR P04 IN 30 "80 " D12 2760 1 0 2760 L EX EXT. HINGED-SLAB IN 31 "72 1/16 " D13 2868 1 2 2868 L IN HINGED-DOOR P04 OUT 32 "80 " D14 3069 1 0 3069 R EX EXT. HINGED-DOOR E20 IN 36 "81 " D15 3068 1 2 3068 L EX EXT. HINGED-GLASS PANEL IN 36 "80 " D16 3668 1 1 3668 R EX EXT. HINGED-DOOR F04 IN 42 "80 " D17 4868 1 1 4868 L/R IN DOUBLE HINGED-DOOR P04 IN 56 "80 " D18 4868 1 2 4868 L/R IN DOUBLE HINGED-DOOR P04 OUT 56 "80 " D19 5068 1 1 5068 L/R IN DOUBLE HINGED-DOOR P04 OUT 60 "80 " D20 5068 1 2 5068 R EX EXT. SLIDER-GLASS PANEL OUT 60 "80 " D21 90611 1 0 90611 GARAGE-GARAGE DOOR CHD06 IN 108 "83 " D22 8068 1 1 8068 L/R EX EXT. QUAD SLIDER-GLASS PANEL OUT 96 "80 " D23 2668 1 2 2668 R IN HINGED-DOOR P04 OUT 30 "80 " D24 2016 1 2 2016 L EX EXT. HINGED-DOOR E21 IN 24 "18 " D25 3068 1 2 3068 R EX EXT. HINGED-GLASS PANEL IN 36 "80 " WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE DESCRIPTION WIDTH HEIGHT TOP BOTTOM W01 1268FX 1 1 1268FX FIXED GLASS 14 "80 "80"0" W02 1368FX 1 1 1368FX FIXED GLASS 15 "80 "80"0" W03 1630SC 2 2 1630SC SINGLE CASEMENT-HR 18 "36 "73 5/8"37 5/8" W04 2032SC 1 1 2032SC SINGLE CASEMENT-HL 24 "38 "80"42" W05 2032SC 1 1 2032SC SINGLE CASEMENT-HR 24 "38 "80"42" W06 8036MU 1 1 8036 MULLED UNIT 96 "42 "80"38" W07 1334DH 1 1 1334DH DOUBLE HUNG 15 "39 7/8 "80"40 1/8" W08 2838FX 2 2 2838FX FIXED GLASS 32 "44 "52"8" W09 2876FX 2 1 2876FX FIXED GLASS 32 "90 "96"6" W10 3032DC 1 1 3032DC DOUBLE CASEMENT-LHL/RHR 36 "38 "80"42" W11 3056SC 1 1 3056SC SINGLE CASEMENT-HL 36 "66 "96"30" W13 4013AW 1 1 4013AW SINGLE AWNING 48 "15 "80"65" W15 60110MU 1 1 60110 MULLED UNIT 72 "22 "102"80" W16 6061FX 1 2 6061FX FIXED GLASS 72 "73 1/2 "81 1/2"8" W17 6076FX 1 1 6076FX FIXED GLASS 72 "90 "96"6" W18 7042TC 1 1 7042TC TRIPLE CASEMENT-LHL/RHR 84 "50 "80"30" W19 7050TC 1 1 7050TC TRIPLE CASEMENT-LHL/RHR 84 "60 "84"24" W20 2054SC 1 1 2054SC SINGLE CASEMENT-HL 24 "64 "65"1" W21 1630SC 1 2 1630SC SINGLE CASEMENT-HL 18 "36 "73 5/8"37 5/8" W22 2053SC 1 1 2053SC SINGLE CASEMENT-HR 24 "63 "64"1" 1 0 1 2 3 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 PR O P O S E D EL E V A T I O N S & SC H E D U L E S PROPOSED NORTH WEST ELEVATION Scale: 1/4" = 1' 1 A4 1 A4 PROPOSED SOUTH WEST ELEVATION Scale: 1/4" = 1' 2 A4 2 A4 Pier poured 3'6" above garde with a stone veneer and stone cap Existing roof 12 "8 " Existing Roof 12 "5 " 12 "5 " 12 "3 " Horizontal v groove siding Top 3:12 roof ridge needs to match top of existing ridge A-5 vertical ghost wood Horizontal v groove siding Maximum Building Height is 25' 9" Mean Average Elevation = 7667' Highest Ridge Elevation = 7694' Lowest Point of Top Plate Elevation = 7691' 6" Mean Height Roof Elevation = 7692' 9" Per EPDC 1.9.E, Maximum Height is the distance from the Mean average elevation and the mean height roof elevation. 7692' 9" - 7667' = 25' 9" Lowest Grade Elevation = 7660' Mean Average Elevation = 7667' Highest Grade Elevation = 7675' 1/4" = 1' Reviewed by SAFEbuilt 02/15/2022 D22D22 W18W18 W13W13 W04W04 W10W10 W05W05 W07W07 W20W20 W22W22 W15W15 D07D07 W01W01 D16D16 W02W02 D03D03 D04D04 W09W09 W17W17 W09W09 D08D08 D19D19 D09D09 D03D03 D07D07 2668 W11W11 D17D17 D09D09 W19W19 UP UP UP UP UP UP 13' 2'-1" 2'-6" 10'-1" 4 ' - 0 1 / 2 " 3 '-6 1 3 /1 6 " 6'-10" 2'-10 1/2" 6'-6" 3'-6" 4 '-3 1 /2 " 2 '-3 " 6 '-1 0 " 4' 9'-7" 10'-8"3'-0 1/2" 2'-1" 16'-7 1/2" 3'-4" 1 2 ' - 1 0 1 / 2 " 1 2 '-2 1 /2 " 1 0 '-8 1 /2 " 1 1 ' - 7 " 7'-2" 6'-8" 9' 3'-1" 4' 1'-2 1/2" 3 ' 1 0 ' - 3 " 2 " 9'-2" 2'-9 1/2" 4'-1 1/2" 4'-1 1/2" 5'-4" 18'-10" 6' 6'-6 1/2" 6' 6 ' - 2 1 / 2 " 3 ' - 6 " 5 ' - 1 " 2 ' - 1 " 3'-5 1/2" 3'-5 1/2" 4'-7" 4' 5'-10 1/2" 10'-9" 3'-4 1/2"13' 10'-1 1/2" 13' 1'-5" 1' 2' 2 '-0 1 /2 " 3'-9 1/2" 3'-11 1/2" 3'-6" 12'-2 1/2" 3'-6" 4'-6 1/2" 3 '-8 1 /2 " 2' 4' 9" 9" 9 0 ° 9 0 ° 135° 52° 48' 56" 8 2 ° 1 1' 4 " Up D02D02 W06W06 DN D18D18 D10D10 D25D25 D15D15 D20D20 D01D01 D24D24 D11D11 D13D13 W03W03 W03W03 W21W21 D23D23 D10D10 D05D05 6'-9" X 3'-7" 27'-4" X 7'-6" ATTIC ATTIC DN D18D18 D10D10 D25D25 D15D15 D20D20 D01D01 D24D24 D11D11 D13D13 W03W03 W03W03 W21W21 D23D23 D10D10 D05D05 6'-9" X 3'-7" 27'-4" X 7'-6" ATTIC ATTIC 8 : 128 : 12 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Shirley Residence Shirley Residence 249 Mountain View Ln. Estes Park, CO 80517 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 PROPOSED FLOOR PLAN Designer NotesDesigner Notes :: *In floor radiant heating throughout remodel and additions *Existing floor system to be kept and added onto see page A-9 & A-10 for framing specifications *Proposed Bedroom & Bathroom over garage floor system is 3' 7 1/2" below main level floor system - Exterior windows to have black clading -Interior countertops to be quarts with mild veining -Higher end plumbing in kitchen and master, the rest of plumbing to be delta grade -Painted interior trim throughout -Tongue and groove ceilings in great room, kitchen & entry E1 A6 E1 A6 E2 A6 E2 A6 E3 A6 E3 A6 E4 A6 E4 A6 PROPOSED GARAGE, PROPOSED 1 BEDROOM + 1 BATHROOM ABOVE GARAGE & MAIN LEVEL FLOOR PLAN Scale: 1/4" = 1' 1 A6 1 A6 PROPOSED UPPER LEVEL Scale: 1/4" = 1' 2 A6 2 A6 PROPOSED UPPER LEVEL OVERLAYED OVER MAIN LEVEL FLOOR PLAN Scale: 1/4" = 1' 3 A6 3 A6 Landing at same level as main level Bedroom & Bathroom addition is 3' 7 1/2" below main level floor system Lockers to be designed by cabinet company Proposed Bedroom 1 Proposed floor covering: Carpet Proposed Bathroom 1 Proposed floor covering: tile Proposed Great Room Addition Proposed floor covering: Wood - white oak Proposed ceiling covering: Pine T & G Proposed dining Room Addition Proposed floor covering: Wood - white oak Proposed ceiling covering: Pine T & G Proposed Foyer/ Entry Addition Proposed floor covering: Wood - white oak Proposed ceiling covering: Pine T & G Proposed mud room Proposed Kitchen Proposed floor covering: White Oak Wood Proposed laundry hallway Proposed floor covering: Wood - white oak Pantry Proposed Powder Bathroom Proposed floor covering: wood Proposed Laundry Hallway See 4-A6, 5-A6 for hamper pass through HAMPER PASS THROUGH DESIGN SECTION CUT Scale: 1/2" = 1' 4 A6 4 A6 Floor system above Bubbled area indicates Upper half 2x4 wall framed to attach upper storage cabinets to Upper storage cabinet facing laundry hall Upper storage cabinet facing master bathroom Double drawer hampers cavity that pull out into master bath and Landry hall HAMPER PASS THROUGH DESIGN FRONT Scale: 1/4" = 1' 5 A6 5 A6 Upper storage cabinet Double drawer hamper cavity Proposed master bathroom Proposed floor covering: tile Proposed master bedroom Proposed floor covering: carpet Potential flip up desk Master closet Proposed Bunk Room Proposed floor covering: carpet Proposed Bedroom 3 Proposed floor covering: carpet Proposed full bathroom Proposed floor covering: tile Dead space to be finished and utilized for storage as seen in the bubbled area of the rendering Proposed bedroom 2 Proposed floor covering: carpet Attic access Proposed storage/ linen closet Built in full size bed see E5-A6 Built in bunk beds see E6-A6 Attic access Bedroom closet Open shelving railing E5 A6 E5 A6 PROPOSED BEDROOM 3 BUILT IN FULL BED Scale: 1/4" = 1' E5 A6 E5 A6 PROPOSED BUNK ROOM BUILT IN BUNK BEDS Scale: 1/4" = 1' E6 A6 E6 A6 E6 A6 E6 A6 Storage cubby cabinet ladder design TBD Niche with puck lighting typ 4 Storage drawers Storage drawers see E5-A6 Vaulted ceilings Proposed Deck Existing Balcony Vaulted ceiling Vaulted ceiling Entire bedroom to have vaulted ceiling Existing Deck New material to be composite Proposed Deck Addition New material to be composite Load bearing 6" x 6" post D.W . REF. All new deck plank material to be composite Glass shower enclosure & poured shower pan Tree flagged to stay Vaulted shed style ceiling in entry Great room to have vaulted ceiling A-6 VARIES Proposed stairs and hallway Proposed floor covering: wood - white oak Possibility for gate to easily access new basement access point Wall niche TBD in field Concrete patio Piers to follow set back line Reviewed by SAFEbuilt 02/15/2022 W18W18 W16W16 W08W08 D22D22 D05D05 W08W08 W09W09 D15D15 W09W09 D25D25 W06W06 W17W17 W18W18 W16W16 W08W08 D22D22 D05D05 W08W08 W09W09 D15D15 W09W09 D25D25 W06W06 W17W17 1627 1627 10 : 12 10 : 12 6 : 12 6 : 12 4 : 12 5 : 12 W10W10 W21W21 3334DH D11D11 D16D16 W03W03 D03D03 W02W02 D12D12 W01W01 W03W03 D04D04 W10W10 W21W21 3334DH D11D11 D16D16 W03W03 D03D03 W02W02 D12D12 W01W01 W03W03 D04D04 W10W10 4 : 12 3 : 12 W21W21 W11W11 3334DH D20D20 D16D16 W03W03 W02W02 D12D12 W01W01 W03W03 W15W15 D08D08 W04W04W05W05W10W10 4 : 12 3 : 12 W21W21 W11W11 3334DH D20D20 D16D16 W03W03 W02W02 D12D12 W01W01 W03W03 W15W15 D08D08 W04W04W05W05 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Shirley Residence Shirley Residence 249 Mountain View Ln. Estes Park, CO 80517 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 S1 A7 S1 A7 S2 A7 S2 A7 S3 A7 S3 A7 SECTION CUT MAP Scale: 1/8" = 1' 1 A7 1 A7 SECTION CUT 1 Scale: 1/8" = 1' S1 A7 S1 A7 SECTION CUT 2 Scale: 1/8" = 1' S2 A7 S2 A7 SECTION CUT 3 Scale: 1/8" = 1' S3 A7 S3 A7 Exterior Renderings View to dining and kitchen from great room Kitche n Great Room Interior Renderings PROJECT SECTION CUTS AND RENDERINGS A-7 1/8" = 1' Reviewed by SAFEbuilt 02/15/2022 WH D12D12 D06D06 D14D14 D21D21 3334DH UP UP UP UP UP 5'1'-9" 3 '-1 0 " 3 '-9 1 /2 " 3 ' - 3 " 9 3 /8 " 2 ' - 8 " 8'-10" 11'-5" 4'-3 3/8" 1'-3" 6'-9" 1'-3" 6'-4" 2' 1'-6" 14'-8" 1'-6" 2' 5'-7 1/4" 12'-1 3/4" 2'-10 1/2" 9'-7 1/2" 18'-8" 29'-3 3/4" 1' 12'-4" 13'-5" 6'-8" 9'-1" 18'-2 1/2" 7'-11" 11'-9 1/2" 11'-9 1/2" 15'-10" 10' 3/4" tongue and groove OSB 2x6 Wall 2x6 Wall Treated Plate 8" conc. wall 9 1/2" RFPI 40 @ 16" OC 9 1/2" Rim REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 FO U N D A T I O N P L A N Notes:Notes: -In floor staple up heat Foundation Wall Specifications:Foundation Wall Specifications: -All walls to be 8" thick unless noted otherwise. -All vertical wall steel to be hooked into footer with a 4" hook. -Vertical wall steel hooks shall extend a minimum of 16" up from the footer to provide a lap joint for the upper vertical steel. -1/2" anchor bolts shall be imbedded a minimum of 7" into the concrete and shall be placed a minimum of 48" on center and within 12" of each end of all sill plates. -All anchor bolts shall have a 3/16"x2"x2" washer to hold the sill plates to the foundation. -Number 4 rebar horizontal wall steel shall be placed a minimum of 16" apart and with the top and bottom bars not less than 3" no more than 6" from the top or bottom of the wall. -All horizontal steel to be hooked around corners of walls' -Spacing of vertical steel is as follows: Wall Height (Feet) Steel Spacing (Inches) 0-3 48 3-5 32 5-7 32 7-9 24 over 9 Special Design by Engr. Footing Specifications:Footing Specifications: -All new footers (unless noted otherwise) to be 8" high by 16" wide for one framed floor and roof above, and 10" high by 20" wide for two framed floors and roof above with the wall above to be centered on the width of the footer. -All footers to have (2) number 4 rebar continuous horizontally. -All bottoms of footers to be a minimum of 30" below finished grade. Existing deck piers to remain Existing deck piers to remain 24"x24"x10" Footing w/ (3)#4 bars ea. way 24"x24"x10" Footing w/ (3)#4 bars ea. way; w/ Simpson ABA44Z post base, typ of 2 10" x 20" Footing with 8" stem wall; (2) #4 longitudinal bars Existing garage footings to remain = Existing CMU foundation walls = New poured 8"foundation walls 24"x24" x10"footing w/ (3)#4 bars ea. way, Simpson ABU66Z post base 16" Diam. Sonotube w/ Simpson ABU66Z post base, typ of all other new deck piers. Determine exact locations of landing piers in field. Patio Piers (TYP of 3) 2' sq. x approx 3'6" tall piers (2) #4s each way top, bottom and center To be determined in field and to be verified with owner if there needs to be excavation down to match existing crawl space floor height Top of Existing basement slab at 85' 1 3/4" Top of existing garage CMU walls at 93' 1 3/4" Top of all new poured foundation walls at 99' 1/4" Top of existing CMU foundation 100' Foundation Key:Foundation Key: CONCRETE WALL SECTION DETAIL Scale: 1/2" = 1' 2 A8 2 A8 FOUNDATION PLAN Scale: 1/4" = 1' 1 A8 1 A8 top of main level floor = 100' Existing drop in basement floor height Existing washer and dryer saved and moved to accommodate new door location Existing water heater location Existing boiler location Existing 2' x 2' x 10" footing carrying floor beam to remain Verify existing CMU's core cells are filled with concrete New door location to be cut into existing CMU block Existing garage footings to remain A-8 VARIES Piers to follow set back line 12/30/21 Reviewed by SAFEbuilt 02/15/2022 UP UP UP UP UP 6'-9"6'-9" 23'-8 3/16" 7'-10 1/2" 1'-8 9/16" 1 ' 1 '-6 " 1 ' REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 9 1/2" RFPI 40s @16" O.C. (2) 1 3/4" x 7 1/4" LVL dropped beam 9 1/2" RFPI 40s @16" O.C.Flush (3) 1 3/4"x 9 1/2" LVL 2x8 rafters @ 2" O.C. 2x8 deck joist @ 16" O.C. w/ Simpson LU28 hangers at ea. joist (3) 2x10 flush beam (3) 2x8 flush beam 4x4 posts typ of 2 Point load from above - post through floor to footing below or solid block floor Simpson HU359 attached to existing concrete wall Existing ledger and deck joists New deck framing in clouded area 2x10 ledger w/ (2) rows of 3/8" x 3 5/8" ledger loks 16" OC staggered Decorative beams see 1-A4 2x8 HF #2 Joists @ 16" O.C. w/ Simpson LU28 2x8 HF #2 Joists @ 16" O.C. w/ Simpson LU28 replace existing 4x4 deck post with 6x6 DF #1 posts w/ Simpson BC6 caps typ 5 6x6 DF #1 post w/ Simpson BC6 caps typ for all new deck posts Nailing Patterns for Sheathing:Nailing Patterns for Sheathing: -Roof sheathing:to be 5/8" OSB or CDX, APA 40/20 nailed with 8 penny commons or 10 penny box nails. All sheathing within 4' of roof perimeter or within 4' of the sheathing to be nailed to 3" OC in the field and 3" OC on the edges. All other roof sheathing to be nailed 12" OC in the field and 4" OC on edges. -Wall sheathing: to be 7/16" OSB or CDX, APA 24/16 nailed with 8 penny common or 10 penny box nails 6" OC on the edges and 12" OC in field all panel edges shall be blocked. -Wallboard: applied to the interior of the exterior walls to be 1/2" drywall screwed within 1 1/4" #6 type S. Installation Requirements for Continuous Wood StructuralInstallation Requirements for Continuous Wood Structural Panel Wall Sheathing:Panel Wall Sheathing: -Wall corners shall be framed and paneling attached per Figure R^02.10.4.4 (1)/ 2018 IRC -Interior wall 1/2" gypsum (unblocked) shall be attached with screws within 1 1/4" #6 type S. Framing SpecificationsFraming Specifications :: -All exterior headers to be (2) 2x10 UNO -All exterior wall bearing height is 8' 1 1/8" UNO see elevation page -All bearing points to be solid blocked through the floor down to the foundation -7/16" OSB on all exterior sheathing -All interior doors are 6'8" tall UNO -All exterior walls are 2x6 16'' OC -All interior walls are 2x4 16'' OC UNO -All subfloor to be 3/4" T&G OSB glued and nailed -All exterior fasteners and connectors to be corrosive resistant all levels of the structure -All exterior wood is listed for exterior use per manufacturer specs -All rim can only be spliced at bearing points -Solid Block all repetitive framing members over dropped beams Hanger Schedule Hanger Schedule 2x8 Joists - Simpson LUS28 9 1/2" RFPI40 - Simpson IUS2.37/9.5 (3) 2x10 Beam - Simpson HUC210-3 FRAMING PLAN FOR GARAGE ROOF ,BEDROOM ABOVE GARAGE, DECK ADDITION + DECK STAIRS, MAIN LEVEL FLOOR SYSTEM Scale: 1/4" = 1' 1 A9 1 A9 PR O P O S E D F R A M I N G PL A N A-9 1/4" = 1' 2x6 lookouts 2' OC. attach to 2x8 rafters with solid blocking between. Attach to the 2x8 rafter using H2.5s. 12/30/21 Reviewed by SAFEbuilt 02/15/2022 UP UP UP UP UP UP 2' 1 ' 1 ' 1 ' 1 '-6 " 1 ' WH DN W16W16 W08W08 W08W08 W09W09 W09W09W17W17 W16W16 W08W08 W08W08 W09W09 W09W09W17W17 W16 W08 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 2x8 deck joust @ 16" O.C. w/ face mount Simpson LU28 at each joist DF #1 6x8 flush beam DF #1 6x8 flush beam DF #1 6x8 flush beam DF #1 6x8 flush beam DF #1 6x6 post w/ Simpson BC6 caps TYP of all posts 2 x8 floor joists @ 16 O.C. w/ Simpson LUS28 (4) 1 3/4 x 9 1/2 LVLs or W 8x13 flush beam W 8x15 Flush beam 2x8 rafters @ 16" O.C. w/ Simpson HU28 (2) 1 3/4" a 7 1/4" LVL flush beam W 8x13 Flush beam (2) 2x10 header 2x10 ledger w/ (2) rows of 3/8" x 3 5/8" ledger loks 16" OC staggered (2) 2x10 header (2) 1 3/4" x 9 1/2" LVL header (2) 1 3/4" x 9 1/2" LVL header (2) 1 3/4" x 9 1/2" LVL header 2x8 rafters @ 16" O.C. w/ Simpson HU28 PR O P O S E D F R A M I N G PL A N (3) 2x6 Stud Pack min LVL to steel beam: Simpson HHUS48 hangar 6x6 post with TBD connection 6 3/4" x 12" 24F-V8 Glulam Ridge Beam Great room rafters to be 2 x 12s @ 2' O.C. 2 x10 @ 2' O.C. over frame (3) 11 7/8" LVL header (2) 2 x 10 header FRAMING PLAN FOR BEDROOM ABOVE GARAGE ROOF, SHED ROOF ABOVE ENTRY, UPPER LEVEL FLOOR SYSTEM Scale: 1/4" = 1' 1 A10 1 A10 Pre-engineered scissor trusses FRAMING PLAN FOR BEDROOM ABOVE GARAGE ROOF, SHED ROOF ABOVE ENTRY, UPPER LEVEL FLOOR SYSTEM Scale: 1/4" = 1' 2 A10 2 A10 Pre-engineered scissor trusses A-10 1/4" = 1' GREAT ROOM WINDOW WALL FRAME Scale: 1/4" = 1' 3 A10 3 A10 2 x 12 Rafter 6 3/4" x 12" Glulam ridge beam (3) 11 7/8" LVL header (2) 2 x 8 header 3 A10 3 A10 GREAT ROOM WINDOW WALL FRAME RAKE WALL DETAIL Scale: 1/4" = 1' 4 A10 4 A10 4 A10 4 A10 2x6 lookouts 2' OC with solid blocking in between and attach to wall or the drop chord truss using H2.5s 2x12s look outs hung from the rafter with LUS26 and attach to wall using H2.5A clips 2x6 lookouts 2' OC with solid blocking in between and attach to wall or the drop chord truss using H2.5A 12/30/21 Reviewed by SAFEbuilt 02/15/2022 5 : 1 2 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DATE: 2/10/2022 Sh i r l e y R e s i d e n c e Sh i r l e y R e s i d e n c e 24 9 M o u n t a i n V i e w L n . Es t e s P a r k , C O 8 0 5 1 7 COLLEEN LOGAN DRAWINGS PROVIDED BY: WESTOVER CONSTRUCTION 1789 WILDFIRE RD. ESTES PARK, CO 80517 A-11 PR O P O S E D H O L D DO W N P L A N & BR A C E D W A L L P L A N H is for Holdown. Typ. of 8 locations. Installation Requirements for Wind Load Hold DownsInstallation Requirements for Wind Load Hold Downs -At the lower level interface between the concrete foundation and the framing, hold downs to be a Simpson JDU5 with a 5/8'threaded rod anchor (grade 5 or better)embedded a minimum 8'' and secured with high strength acrylic anchoring adhesive or, as an alternative, a 5/8'' SSTB 24 anchor bolt. A further alternative to the above is a Simpson STHD 14 strap tie hold down(or STHD14RJ for a rim joist installation) secured with 20-16d nails into the studs. -If the framing is two story,the hold downs between the two floors are to be a Simpson MST37 strap tie with the ends extending onto the studs of the upper and lower stud wall framing and secured on each end with 11-16d nails into the studs. Soils Note:Soils Note: -Footings/foundations were sized assuming standard soils with 2500 pounds per square foot bearing capacity(without having actual soil borings or soil testing). Assumptions and size of required footings foundations to be field verified by an Engineer after excavation and before footings and formed. Holdown Notes:Holdown Notes: H H H H H H HH HOLD DOWN PLAN Scale: 1/4" = 1' 1 A11 1 A11 Type 1 (shear wall)- 2x6 @16" O.C. Sheathing: Exterior- 7/16" structural panel, un-blocked Nail W/8D common nails 4" O.C. edge, 12" O.C. field Interior- 1/2" gypsum board, un-blocked 1 1/4" Type S Drywall screws Type 2 (Bearing wall)- Interior Bearing Wall - 2x4 @16" O.C. Sheathing(Both Sides): 1/2" gypsum board, un-blocked 1 1/4" Type S Drywall screws Note: Refer to architectural drawings on page A-9 for all non-structural wall assemblies BRACED WALL PLAN MAIN LEVEL Scale: 1/8" = 1' 2 A11 2 A11 BRACED WALL PLAN UPPER LEVEL Scale: 1/8" = 1' 3 A11 3 A11 VARIES 12/30/21 Reviewed by SAFEbuilt 02/15/2022 Dining/Kitchen Heating: 10.1 Btu/(hr·ft²) Floor: 77.6 °F Bedroom 1 Heating: 17.3 Btu/(hr·ft²) Floor: 81.1 °F Master Bedroom Heating: 13.8 Btu/(hr·ft²) Floor: 79.1 °F Master Bath Heating: 13.4 Btu/(hr·ft²) Floor: 78.9 °F Hall/Laundry/Pwdr Heating: 11.4 Btu/(hr·ft²) Floor: 77.9 °F Great Room Heating: 17.4 Btu/(hr·ft²) Floor: 81.0 °F Foyer Heating: 23.8 Btu/(hr·ft²) Floor: 84.3 °F Supplemental: 0.0 Btu/(hr·ft²) Circuit A-1 151 ft @ 9 in Flow: 0.31 USGPM ΔT: 15 °F Circuit A-2 174 ft @ 9 in Flow: 0.31 USGPM ΔT: 15 °F Circuit A-3 173 ft @ 9 in Flow: 0.30 USGPM ΔT: 15 °F Circuit A-4 176 ft @ 8 in Flow: 0.24 USGPM ΔT: 15 °F Circuit A-5 159 ft @ 8 in Flow: 0.11 USGPM ΔT: 15 °F Circuit A-6 190 ft @ 8 in Flow: 0.13 USGPM ΔT: 15 °F Circuit A-7 118 ft @ 8 in Flow: 0.10 USGPM ΔT: 15 °F Circuit A-8 181 ft @ 8 in Flow: 0.16 USGPM ΔT: 15 °F Circuit A-9 147 ft @ 8 in Flow: 0.17 USGPM ΔT: 15 °F Circuit A-10 159 ft @ 8 in Flow: 0.17 USGPM ΔT: 15 °F Circuit A-11 175 ft @ 8 in Flow: 0.11 USGPM ΔT: 15 °F Circuit A-12 177 ft @ 8 in Flow: 0.11 USGPM ΔT: 15 °F Circuit A-13 172 ft @ 8 in Flow: 0.12 USGPM ΔT: 15 °F Circuit A-14 133 ft @ 8 in Flow: 0.10 USGPM ΔT: 15 °F Circuit A-18 165 ft @ 8 in Flow: 0.11 USGPM ΔT: 15 °F Circuit A-19 260 ft @ 8 in Flow: 0.29 USGPM ΔT: 15 °F Circuit A-17 163 ft @ 8 in Flow: 0.16 USGPM ΔT: 15 °F Circuit A-16 157 ft @ 8 in Flow: 0.15 USGPM ΔT: 15 °F Circuit A-15 169 ft @ 8 in Flow: 0.20 USGPM ΔT: 15 °F Manifold 1 (172.6 °F, 0.92 USGPM) Manifold 2 (172.6 °F, 0.34 USGPM) Manifold 3 (172.6 °F, 0.26 USGPM) Manifold 4 (172.6 °F, 0.23 USGPM)Manifold 5 (172.6 °F, 1.60 USGPM) PAGE NO. CU S T O M E R : PR O J E C T : DRAWN BY: DRAWING NAME: PROJECT NO.: SCALE: DATE: DISCLAIMER: Main Floor 1/8"=1' 1/27/2022 Sh i r l e y This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. Created Using LoopCAD 2021 21.0.0896 (1/27/2022) REVISIONS No Desc Date 1 N Reviewed by SAFEbuilt 02/15/2022 Bath - upper Heating: 8.1 Btu/(hr·ft²) Floor: 76.2 °F Attic Not Heated Bedroom 3 Heating: 19.6 Btu/(hr·ft²) Floor: 82.1 °F Attic - main Not Heated Bedroom 2 Heating: 11.8 Btu/(hr·ft²) Floor: 78.1 °F Bunk Room Heating: 18.3 Btu/(hr·ft²) Floor: 81.5 °F Upper stair - hallway Heating: 6.7 Btu/(hr·ft²) Floor: 77.0 °F Circuit B-1 197 ft @ 8 in Flow: 0.29 USGPM ΔT: 15 °F Circuit B-2 222 ft @ 8 in Flow: 0.36 USGPM ΔT: 15 °F Circuit B-4 193 ft @ 8 in Flow: 0.10 USGPM ΔT: 15 °F Circuit B-5 185 ft @ 8 in Flow: 0.12 USGPM ΔT: 15 °F Circuit B-6 188 ft @ 8 in Flow: 0.12 USGPM ΔT: 15 °F Circuit B-3 178 ft @ 8 in Flow: 0.13 USGPM ΔT: 15 °F Manifold 6 (172.6 °F, 0.29 USGPM) Manifold 7 (172.6 °F, 0.84 USGPM) PAGE NO. CU S T O M E R : PR O J E C T : DRAWN BY: DRAWING NAME: PROJECT NO.: SCALE: DATE: DISCLAIMER: Second Floor 3/16"=1' 1/27/2022 Sh i r l e y This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. Created Using LoopCAD 2021 21.0.0896 (1/27/2022) REVISIONS No Desc Date 2 N Reviewed by SAFEbuilt 02/15/2022 Equipment Report Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Project Summary Load Calculation Method:Manual J8 Design Location:(User Specified) Larimer County, Colorado Outdoor Temperature:4.0 °F Floorplans / Levels: Main Floor 1,575 ft² Second Floor 632 ft² Total Area:2,207 ft² Total Heating Load:31,607 Btu/hr Boiler Type:Heating Water Boiler Manufacturer:Weil-McLain Model/PN:EVG 110 Input:22,000 - 110,000 (5:1 turndown) AFUE:95.0% Heating Capacity:14,630 - 73,150 (5:1 turndown - derated for altitude and efficiency) Material:Stainless Steel Heating Medium:Water Ignition Type:Electronic Location:Mechanical Area Condensing:Yes Direct Vent:Yes Description:Boiler is 5:1 turndown (modulating). Boiler is also sized for DHW. Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R See sections at end of report for important Notes, Assumptions and Disclaimers.Page 1 of 2 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Equipment Report January 27, 2022 With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Disclaimers Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R See sections at end of report for important Notes, Assumptions and Disclaimers.Page 2 of 2 Reviewed by SAFEbuilt 02/15/2022 Form J1 Manual J8 Load Calculation Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 1 of 2 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Form J1 January 27, 2022 With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Disclaimers Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 2 of 2 Reviewed by SAFEbuilt 02/15/2022 Load Summary Manual J8 Load Calculation Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Heating Load Breakdown Windows* Doors Ventilation Radiant Back Loss Walls Ceilings Infiltration Total Sensible: 0 Btu/hr Total Latent: 0 Btu/hr Total Heating: 31,607 Btu/hr Infiltration Outdoor Conditions Location:(User Specified) Larimer County,Colorado Elevation:7685' Latitude:40.66 Heating Cooling Dry Bulb:4.0 °F 91.0 °F Daily Range:High Wet Bulb:62.0 °F Method:Simple Stories:2 Construction:Average Exposure Category:Three or Four Exposures Num Fireplaces:None Net Air Changes (H/C):0.48/0.00 Net Flow (H/C):146 cfm/0 cfm Indoor Conditions Floorplan/Levels Heating Cooling Room Temp:72 °F Design Temp Diff:68.0 °F 16.0 °F Humidity:35 50 Moisture Diff (Grains):-22.0 Main Floor 1,575 ft² Second Floor 632 ft² Total Heated Area:2,207 ft² Total Cooled Area:0 ft² Ventilation Cooling Type:Heat Recovery Outside Air:0 cfm Sensible Eff:50 % Num Occupants:5 Heating Type:Heat Recovery ACH:0.35 Outside Air:106 cfm Sensible Eff:50 % Load Breakdown *Average Load Procedure Est. Heating CFM²: 0 Heating ΔT¹: 70.0 Name Heating Sensible Latent Windows*7,387 0 Skylights*0 0 Doors 979 0 Walls 6,180 0 Below Grade Walls 0 Ceilings 2,158 0 Floors 0 0 Infiltration 8,362 0 0 Internal 0 0 Other 0 Duct Loads 0 0 0 Ventilation 3,040 0 0 Humidification 0 Piping Load 0 Radiant Back Loss 3,501 Blower Heat 0 AED*0 Total 31,607 0 0 Total Area 2,207 ft²0 ft² Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See sections at end of report for important Notes, Assumptions and Disclaimers.Page 1 of 2 (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Load Summary January 27, 2022 With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Disclaimers Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See sections at end of report for important Notes, Assumptions and Disclaimers.Page 2 of 2 (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Reviewed by SAFEbuilt 02/15/2022 Load Report Manual J8 Load Calculation Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Manual J Load Summary Outdoor Conditions Indoor Conditions Total Heating: 31,607 Btu/hr Total Sensible: 0 Btu/hr Total Latent: 0 Btu/hr Location:(User Specified) Larimer County,Colorado Elevation:7685' Latitude:40.66 Heating Cooling Dry Bulb:4.0 °F 91.0 °F Daily Range:High Wet Bulb:62.0 °F Heating Cooling Room Temp:72 °F Design Temp Diff:68.0 °F 16.0 °F Humidity:35 50 Moisture Diff (Grains):-22.0 Infiltration Ventilation Method:Simple Stories:2 Construction:Average Exposure Category:Three or Four Exposures Num Fireplaces:None Net Air Changes (Heat/Cool):0.48 / 0.00 Net Flow (Heat/Cool):146 cfm / 0 cfm Num Occupants:5 Heating Type:Heat Recovery ACH:0.35 Outside Air:106 cfm Sensible Eff:50 % Cooling Type:Heat Recovery Outside Air:0 cfm Sensible Eff:50 % Floorplan/Levels Main Floor 1,575 ft² Second Floor 632 ft² Total Heated Area:2,207 ft² Total Cooled Area:0 ft² Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 1 of 6 Reviewed by SAFEbuilt 02/15/2022 Name:Shirley Project #: Load Report January 27, 2022 Constructions Walls Code Description U-Value Area Heating Cooling ESTES PARK 2"X6" CONSTRUCTION WITH R-23 INSULATION 0.043 1,918 5,669 0 ESTES PARK 2"X6" CONSTRUCTION WITH R-23 INSULATION 0.043 367 511 0 Doors Code Description U-Value Area Heating Cooling ESTES PARK EXTERIOR DOOR U-.32 0.320 45 979 0 Floors Code Description U-Value Area Heating Cooling Staple-Up-r (Sealed Crawl)Staple-Up -0.057 495 605 0 Staple-Up-r Staple-Up -0.057 322 1,893 0 Staple-Up-r (Sealed Crawl)Staple-Up -0.057 185 230 0 Staple-Up-r (Sealed Crawl)Staple-Up -0.057 141 174 0 Staple-Up-r (Sealed Crawl)Staple-Up -0.057 357 478 0 Staple-Up-r (Sealed Crawl)Staple-Up -0.057 75 113 0 Staple-Up-r Staple-Up -0.057 3 7 0 Ceilings Code Description U-Value Area Heating Cooling ESTES PARK Insulated Ceiling Under Attic or Attic Knee Wall; R-49 Insulation; Roof Material: Asphalt Shingles; Roof Color: Dark or Heavy Bold Color; 0.020 1,494 2,032 0 ESTES PARK Insulated Ceiling Under Attic or Attic Knee Wall; R-49 Insulation; Roof Material: Asphalt Shingles; Roof Color: Dark or Heavy Bold Color; 0.020 196 126 0 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 2 of 6 Reviewed by SAFEbuilt 02/15/2022 Name:Shirley Project #: Load Report January 27, 2022 Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. E 0.32 0.25 111 2,404 0 ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. N 0.32 0.25 11 239 0 ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. W 0.32 0.25 111 2,426 0 ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. S 0.32 0.25 5 109 0 ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. NE 0.32 0.25 85 1,850 0 ESTES PARK DOUBLE PANED U VALUE 0.32, BlindsMedium45 (50%), 1', 1' above. NW 0.32 0.25 17 359 0 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 3 of 6 Reviewed by SAFEbuilt 02/15/2022 Name:Shirley Project #: Load Report January 27, 2022 Heating Load Breakdown Windows* Doors Ventilation Radiant Back Loss Walls Ceilings Infiltration Load Breakdown *Average Load Procedure Est. Heating CFM²: 0 Heating ΔT¹: 70.0 Name Heating Sensible Latent Windows*7,387 0 Skylights*0 0 Doors 979 0 Walls 6,180 0 Below Grade Walls 0 Ceilings 2,158 0 Floors 0 0 Infiltration 8,362 0 0 Internal 0 0 Other 0 Duct Loads 0 0 0 Ventilation 3,040 0 0 Humidification 0 Piping Load 0 Radiant Back Loss 3,501 Blower Heat 0 AED*0 Total 31,607 0 0 Total Area 2,207 ft²0 ft² Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 4 of 6 Reviewed by SAFEbuilt 02/15/2022 Heating Zones Zone Area Room Temp Total Load Zone 101 322 72 6,856 Zone 102 141 72 1,826 Zone 103 185 72 2,506 Zone 104 157 72 1,744 Zone 105 771 72 11,348 Zone 201 518 72 5,376 Zone 202 114 72 1,951 Heating Rooms Room Area Room Temp Total Load* Bath - upper 99 72 703 Bedroom 1 322 72 6,856 Bedroom 2 157 72 1,662 Bedroom 3 114 72 1,951 Bunk Room 146 72 2,312 Dining/Kitchen 339 72 3,563 Foyer 75 72 1,650 Great Room 357 72 6,135 Hall/Laundry/Pwdr 157 72 1,744 Master Bath 141 72 1,826 Master Bedroom 185 72 2,506 Upper stair - hallway 116 72 699 * The sum of room loads may not be equal to the project total due to additional system loads. Design Locaton MJ8Custom Location:Larimer County Province/State:Colorado Country:USA Outdoor Heating Design Temp:4.0 °F Outdoor Cooling Design Temp:91.0 °F Altitude:7685'ft Latitude:40.66 Wet Bulb Temperature:62.0 °F Daily Range:High Name:Shirley Project #: Load Report January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 5 of 6 Reviewed by SAFEbuilt 02/15/2022 Name:Shirley Project #: Load Report January 27, 2022 Disclaimers With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R (1) ΔT: Difference between supply air and return air (2) Estimated air flow based on specified supply air ΔT Length = ft Area = ft² Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr·ft²) Rv = hr·ft²·°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers.Page 6 of 6 Reviewed by SAFEbuilt 02/15/2022 AED Report Manual J8 Load Calculation Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Outdoor Conditions Indoor Conditions Floorplan/Levels Location:(User Specified) Larimer County, Colorado Elevation:7685' Latitude:40.66 Heating Cooling Dry Bulb:4.0 °F 91.0 °F Daily Range:High Wet Bulb:62.0 °F Heating Cooling Room Temp:72 °F Design Temp Diff: 68.0 °F 16.0 °F Humidity:35 50 Moisture Diff (Grains):-22.0 Main Floor 1,575 ft² Second Floor 632 ft² Total Heated Area:2,207 ft² Total Cooled Area:0 ft² With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Disclaimers Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 1 of 1 Reviewed by SAFEbuilt 02/15/2022 Manual J Worksheets Manual J8 Load Calculation Project Information January 27, 2022 Project #: Name: Location: Shirley 249 Mountain View Ln, Estes Park, CO 80517 Notes: Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 1 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 2 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 3 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 4 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 5 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 6 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 7 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 8 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 9 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 10 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 11 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 12 of 13 Reviewed by SAFEbuilt 02/15/2022 Name: Shirley Project #:Manual J Worksheets January 27, 2022 With the permission of the Air Conditioning Contractors of America (“ACCA”), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. © 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. This technical information is provided only for general quotation purposes and is based in part on information you provided. No representations, warranties, or guarantees are made regarding the suitability of REHAU technical information to meet code requirements for any particular project, nor regarding the accuracy of the costing of any project based upon this information. This technical information is not intended to be used as final drawings or specifications and is provided only as an aid in architect's/engineer’s development of the final Specification and is not intended as a substitute for sound architectural/engineering judgment. The architect/engineer shall be responsible to convert this technical information into a final Specification that meets the functional and aesthetic needs of its client, as well as complying with all applicable codes and local climate conditions. IN NO EVENT WILL AVENIR SOFTWARE INC. (“AVENIR”) OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR’S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. Disclaimers Created Using LoopCAD 2021 REHAU (1/27/2022) Version:21.0.0896 R All load values shown in Btu/hr See sections at end of report for important Notes, Assumptions and Disclaimers.Page 13 of 13 Reviewed by SAFEbuilt 02/15/2022