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HomeMy WebLinkAboutState of Colorado Spec for MFHf COL©Ri?Q offio cal htfZ.:rs JULY 2023 STATE OFCOLORADO Cover Sheet for Building Specifications, Third Party Reviews, and QA Manuals Name of Manufacturer: Cavco-Goshen Plant I.D. Number: 5361 Manufacturer Address: 1902 Centure Drive Goshen, IN 46526 Manufacturer Contact Name and Contact Number: Brent DeLaruelle Manufacturer Contact Email address: brent.delaruelle@cavco.com (574) 533-7100 ext. 105 Third Party Inspection Agency (if not CDOH): Third Party Plan Review Agency (if applicable): NTA, Inc. Third Party Plan Review Approval Name/Number (if applicable): Factory Type: FB FBNR Tiny Homes HUD Homes Document Type: New Plan Revision Renewal Model Name/No.: 2025-1009695 MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plans and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan approval. Application shall be made for and insignia affixed to each factory built unit that is subject to Colorado statutes and which is manufactured or is to be sold, offered for sale, or occupied in the state of Colorado. Sq. Footage Finished: 2280 Sq. Footage Unfinished: 0 CDOH Approval Stamp Expiration Date 5` i,'2025 5iate gf C_oiofadD Division of Housing OCL'1�:•L:_^ 4 � ;* r; r APPk,JVED I'L ANS ...:field 0C INSPECTION REQUIRE[) CDOH Plan Approval Number R-00� �6969CC DIV. OF HOUSING, 1313 SHERMAN STREET, RM 320, DENVER, CO. 80203 Contact Information: FB/FBNR Factory manufactored.planSQ.gtate.cn.us or Tiny Homes dola dnyho nesra!state.cn.us Q COLORADO A Q D4% partznen:ofLocal kffzairs Model Number: 2025-1009695 Residential (IRC) Plan Submission Checklist A full plan set submission to the Colorado Division of Housing includes the follotiling: (Electronic Plan Submissions Only) Submitted Document Type l] ■ Plan Review Payment through Salesforce Plan Set Package Architectural Plan Set ■ Initialed and signed copy of the Plan Submission Checklist confirming applicable documents have been included in the plan package. 0 ■ Index of submitted plan package o Can be a separate document or clearly denoted on cover page ■ Site location where structure is to be installed, and Local Authority Having Jurisdiction, or designate the structure as lot model with design loads that are specific for the area the home can be installed, and a minimum setback distance noted for fire separation requirements. If site location is known, a site plan and set back distances to lot lines or other structures is required to determine fire separation requirements for structure. If structure is to be set in a location where there is no local authority having jurisdiction or lot model, at a minimum, the design loads must comply with 8 CCR 1302-14, Rule 2.1. ■ Code Analysis o Design Codes (] o Wind, and Snow Loads o Seismic and Wind Exposure category o Type of Fire suppression system if applicable (factory installed or on site) = If location is known, clearly denote on code analysis if the jurisdiction require a fire suppression system. ■ List of items to be completed on site 0 o AC Form included that complies with 8 CCR 1302-14, Rules 1.2, 4.14.1,1, and C.R.S. 24-32-3311(1) (a.7) ■ Architectural plans with applicable details o Floor Plan for Each Level o Room Use Specification F11 o Window and Door Schedules o Elevations o Section Drawings (Full and at Stairs) 21 • Fire Rated Assembly Details (If applicable) o Assemblies not exempt in section R302 to be fire rated or other sections in the code, need to have details showing compliance with section R302 of the IRC for separation of dwellings, fire separation distances, and/or floors. Must comply with the testing standards of either ASTM E119 or UL263 or ❑ section 703.3 of the IBC. o If section 722 of the IBC has been opted for compliance, the design must be approved through a Colorado Registered Fire Protection engineer. Structural Framing Plans • Components o Floor Assemblies o Wall Assemblies o Roof Assemblies o Ceiling Assemblies o Headers, Beams and Columns o Proposed Foundation o Braced Wall line details, and tie down equipment with locations that are not specifically addressed in approved installation manual. o Construction components exceeding section R301 of the IRC, shall have Tans stamped by a Colorado Registered Design Professional. MEP Plan Sheets ❑� • Mechanical System Plans o Exhaust Locations o Whole home ventilations stems if installed • Electrical System Plans 0 o Fixtures, load calculations, panel/circuit schedule with breaker and wire sizing, symbols le end, etc. • Plumbing System Plans o Service water piping with piping location, insulation and size C� o Fixture types and locations o Isometric for DWV, indicate pipe sizes • Gas System Plans ❑ o Gas Isometric with distances and BTU ratings of appliances it serves o Piping material and sizes, service 2ressure ratings Spec Set Package ■ Spec Cover Sheet C�3 Copy of the "AC" Inspection letter denoting the "AC" inspection items listed on the submitted plans. Information from the date to site address on the first page must be filled in by the factory, except for the CDOH P A NO CDOH assigned). ■ Truss Details o Engineered and stamped details by a State of Colorado professional designed per TPI 1 - 2014 per IRC 2018 o Include correct loading and windspeed/exposure, etc. ■ Energy Compliance o RESCHECK (signed) ■ Use appropriate version 2015 or 2012, 2009 based on local 31 adoption) Use the Colorado city where the building will be installed (If site location is not a selection on ResCheck, list exact location on Construction Site information box) • If a ResCheck is omitted and the prescriptive method is opted for use, please clearly denote on plans a table showing the information depicted in the IECC, Section R103.2 and applicable information per 8 CCR 1302-14, Rule 2.7 • HVAC System Plans o Load calculations for equipment sizing (Manual J) Cl o Equipment size listed and meets or exceeds load calculation with deration (Manual S) o Supply and return air sizing and plans (Manual D) o Site information must match information provided on the ResCheck The Colorado Division of Housing plan review does not begin until the entire plan submission is received. Applicant must sign below acknowledging submittal checklist has been read and all applicable documents have been submitted for review and any changes to plans require plans to be resubmitted for review, and approved by DOH before construction. All DOH plans are subject to field inspection. Additional information not included in this general list may be requested by DOH plan reviewers to complete review. X Date-. 07/22/2025 For additional plan review requirements, questions, or concerns, please reach out to our staff at manufacture d.plans@state.co.us . o� COLORADO Department of Local Affairs w Division of Housing JULY 2023 "OC" (On -site Construction) Form Please read below before signing form. Please See Attached Document at bottom of form for Specific plan and Manufacturer information. To: The Local Authority Having Jurisdiction (LAHJ) or other DOH approved third party inspection agency. By signing this form, you confirm that you have received and reviewed this form, and acknowledge that the identified components below are required to complete the construction of this modular structure onsite within your jurisdiction. Building Official Responsibility Please check the box labeled "Accept" and initial to confirm that you will take responsibility for inspections of the "OC" Inspection Items on behalf of the DOH. You also acknowledge that it will be done to the DOH approved plans. If you would like to defer inspection of the "OC" Inspection Items back to the DOH, please check the box labeled "Defer Inspection". *ATTENTION* "On -site Construction" or "OC" means on -site construction or modification of the factory -built structure that directly relates to the durability, quality, and safety; that is completed at the installation "site" as defined by section 24-32-3302(33), C.R.S.; using components not installed at the manufacturer's location; and to complete the compliance of that structure as reflected in the Division of Housing approved plans. These items do not include the component(s) required for setting and securing the structure for its installation. Fire Safety Official Responsibility (if applicable) The DOH defers the requirement of any fire protection system for all modular IBC (Section 901.2) and IRC (Section R313) structures as follows: An automatic fire sprinkler system shall be installed in buildings (IBC) OR one and two family dwellings and townhouses (IRC) OR Tiny homes as required by the local jurisdiction where the structure or home will be set. Final tests required by this Section shall be approved by a certified inspector. The inspector must be either an employee of the fire department having jurisdiction or another qualified individual with prior approval of the Colorado Division of Fire Prevention Et Control. Wild Fire mitigation requirements will be deferred -for (IBC) OR one and two family dwellings and townhouses (IRC) OR Tiny homes as required by the local jurisdiction where the structure or home will be set. Final inspections required by locals shall be approved by a certified inspector. The inspector must be either an employee of the fire department having jurisdiction or another qualified individual with prior approval of the Colorado Division of Fire Prevention Et Control. GOve"'1D' Fare : S. Poi:s1, r<ir.= td,.. Garcia. Executive Dire_to;- i .Arson Geurt-: Dwision Dlre_tor- 1li1E 13 3 Sherman St., Root, 320, �enve-. CO 802[)3 P 333.864.78' - 303.85u.70,7 -DDi 7 313.864.77.58 wv t:<.cela.=C 0ra.c ?ov EQUAL HOUSING i F, OPPORTUNITY COLORADO Department of Local Affairs Division of Housing JULY2023 Please confirm if the LAHJ requires a fire protection system and/or wild fire mititgation for this modular structure. If so, please indicate if the inspection will be completed by a fire department (identify which one) or whether it will be completed by the Colorado Division of Fire Prevention Et Control. Manufacturer Responsibility The registered manufacturer is responsible for manufacturing a structure that is compliant with our Administrative Rules (CCR 1302-14). If items in the factory have not been completed, only to be completed in the field, you are still responsible for ensuring they have been completed for compliance. Please sign below that you have received this letter and acknowledge the items listed are to complete compliance of the structure, and items are to be inspected and passed for compliance in order to meet Rule 1.13.1 and section 24-32-3311(4), Colorado Revised Statutes (C.R.S.). *ATTENTION* A DOH issued insignia (silver for residential or blue for nonresidential or pink for tiny homes or black for multi -family) certifying its construction cannot be affixed to the structure until all "OC" items are completed on site and pass inspection. The same applies to modular structures manufactured by a certified manufacturer. Acknowledge Receipt and Understanding Normal permits and fees for these site work inspections are to be per the local jurisdiction. State approved plans for Factory -Built Construction may be obtained from the Builder/Manufacturer. A copy of this completed form is included with the DOH approved plans and must be included with the installation instructions and shipped with the unit. If the completed form has been damaged or lost during shipping, the manufacturer or its representative can obtain a copy from the DOH. Before any inspection is scheduled at the on -site location or Installation Authorization (required for modular homes and multi -family structures) is issued by the DOH, this form will be required to be signed and dated by the Building Official, or Approved Third Party Agent, or Fire Safety Official (if applicable), and submitted to the DOH. The DOH approved OC form will be included with the approved spec file, with the DOH Plan Reviewer signature below and their plan approval stamp on the page(s) with the OC listed items to be completed at the site location. That approved OC form should be submitted to the appropriate parties described in this form and submitted back to the DOH before any inspection is scheduled at the onsite location or Installation Authorization (required for modular homes and multi -family structures) is issued. DOH Plan Reviewer Name Don F6,athpr �an DOH Plan Reviewer Signatur - j✓ Date Approved 1 W912025 Contact email: donnie.featherman@state.co.us i]::� �•'� .ice.. ��. .... S KID✓ .. Jar-i.a. Exera,.-J'e �1i.. �lv Ai. so . EJ=o"ie, ail."SIJ i Dile�.v. r. i„iS she -man � .. RCv.i. 1w.'Je;li�l L. �2:.i_ v, n .t. 3`3 864./'J ^.,. r� z; r e. J P 3 3�564. i 8' z.8. ! 3 1. a5 ?73 Sf•eTfgt er'F"c Co(JrieI7G' EQUAL HOUSING � '•�' OPPORTUNITY A, 4 cii � 1... 0. d COLORADO Department of Local Affairs DMsion of Housing Verify Inspection(s) Completed JULY2023 Once you have completed all of your assigned inspections identified in this form and they have passed for compliance, please sign and date below. Building Department Representitive Printed Name Building Department Representitive Signature Date Contact email: Or Approved Third Party Agent Printed Nam Approved Third Party Agent Signature Contact email: Fire Protection Systems (if applicable) Fire Safety Official Printed Name. Fire Safety Official Contact email: Please direct questions to manufactured.ptansipstate.co.us -s ,v -cr Ja7e: S. ''D't: Rxl-i ;,,. 'Garcia, Exec:.tive 'DirOCW i +4jf OrY Di'v'i%!on Dir"r 1313 nerman Sr- Poor-, 3%^. Denver, CGJ9,0203 P 303.864.78i1 � 3 3.8$4:i$57 TDD 854.77 r IM 303 58 wv�tiv. ,, oto. acio.ge ,. . r �• stren t:heninE Colorado C47Mj7 UnWOSS ita' EQUAL HOUS]NG OPPORTUNITY COLORADO Department of Local Affairs C& W [7I1'[Sl7Ti of HOUSmo JULY2023 The following is based on information provided to the Division of Housing (DOH) and may be modified based on the actual findings of the field inspection. DATE: 07/10/2025 MANUFACTURER: 520 Cavco-Goshen ID NO.: 5361 CONTACT: Brent DeLaruelle PHONE NO.: 574-533-7100 Ext. 105 MODEL NO.: 2025-1009695 DOH P/A NO.: INSPECTION REQUIREMENTS: Check on site: vu- inspecoon items Roof peak closure components Gable end wall installation Dormer kit installation Components and connectors for HVAC systems Below floor plumbing installation Support posts Thermal Envelope Completion Blower Door Test Cape Electrical/Mechanical Island Receptacles �. .i:✓. r �..._:f CiF., EAealtive Diiec .:. , Alison Gnome, Dre,-. 15ennan r 3_r. Gn -C =_;Z 3'864 U1� "303.�c .7857 TDD �l0.86-,7758. .I .__ ^V �•: a:,:,. i S tren.gihe Ting voionadb Corn.1 Lin"ties EQUAi HOUSING .s OPPORTUNITY CHAPTER 7 - FURNACE / DUCT SYSTEM & WATER HEATER INSTALLATION 7.1.9 Un-insulated Floor RETURN AIR CUTOUT IN FLOOR DECKING WITH GRILLE. CUTOUT TO BE BETWEEN FLOOR JOISTS (SEE NOTE-5) 1 INSULATION COVERAGE TO EXTEND AT LEAST 24" BELOW GRADE ON WALL TYP. PARTITION WALL IF R.A. FLOOR CUT OUT OCCURS WITHIN A WALL CAVITY, THE WALL BOTTOM r PLATE AND DECKING MUST BE I OPEN TO THE CRAWL AREA r AND A GRILL INSTALLED ON THE WALL PANEL IN THE SAME STUD BAY AS CUT OUT. (SEE NOTE-5) Figure 65 - Un-Insulated Floor (SEE NOTE-5) 4xio SUPPLY REGISTER IN DUCT INSULATION APPLICATION FOR HOMES ON CRAWL SPACE USING THE PERIMETER FOUNDATION INSULATION METHOD. (REFER TO IRC CHAPTERS 4 AND 11 FOR UNDER FLOOR VENTILATION) : Where floor above the crawl space is un-insulated, insulation shall be installed on the crawl space walls. When the crawlspace is not ventilated to the outside air, this type of installation must first be approved by local officials. The following is a summary of the required steps to provide proper thermal protection. Eliminate all ventilation openings in the perimeter foundation stem walls. 2. The exposed earth in all crawl space foundations shall be covered with a continuous vapor retarder having a a maximum rating of 0.1 perm. 3. Insulate the rim joist around the perimeter of the home with R-19 batt insulation. 4. insulate the perimeter foundation walls. The mirrimumn required insulation will vary according to the site conditions. Refer to the Rescheck analysis included with the approved plan package provided with the home to determine the minimum required perimeter wall insulation. See Figure 65 above for minimum insulation coverage below grade. 5. Install heating register(s) and return air grille to condition the crawlspace area. Generally. (1) 4x10 register for supply air and (1) 4x10 grille for return air is adequate to accommodate conditioning of the air in the crawl space, unless home is located in areas with extreme temperatures. Locate the supply and return air openings as remote from each other as possible to allow circulation of air across the entire crawl space area. Consult your local offidal for requirements andlor other acceptable methods to condition the space when floor is not insulated. Inspect and protect water lines that could be subject to freezing. Provide proper drainage for crawl space and foundation system as applicable per local codes. Page 40 Revised &7.113 Job Truss Truss Type oty Ply Commodore (G30R5F-M) 116229 HMF20805 HINGE MONO 1 1 30' wide 5/12 hinged mono (MOD) Desioned bv ATM 203 UFP Industries Inc.. Grand Rapids, MI 49525, Andrew Muisiner 8.730 a Jan 4 2024 MiTek Industries, Inc. Sat Mar 23 16:11:29 2024 Page 1 of 1 1410.E 16-94 _ 0-94' 4-3-11 10-6-13 04'0 3A Copyright92024 UFP Industries, Inc. All Rights Reserved o u SMH18E - s 9�b 5.00 F12 Tz Z 12 Q- 2,9 lone face)\\ SMH18A 3X5 4 - Opt. 0-10-12 A 8 �1 m 11 10 Ln N 4x4 -Z • � 1 9 8 1x3 II 5x8 a-3-11 loss a Y-6 Plate Offsets X.Y -- 2:0-1.14.0-0 :0.2-0 0.1•E . 4:0.0.4.M.4 , 4A-2-8.0-4-05:0-1-0.0-1-0 . :0.2A.0-2.0 SPACING-:2-0-0 SPACING-:1.4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Lld PLATES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.35 8-9 >499 24D MT20 1971144 TCLL 40.0 TCLL 60.1 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.67 B-9 >258 180 1T18HS 1971144 (Ground Snow=52.0) (Ground Snow=78.0) Rep Stress Incr YES WB 0.7E Horz(CT) 0.03 6 n!a WeTCDL 10.0 TCDL 15.D Code IBC20211TPI2014 Matrix-R Weight: 73lb BCLL 0.0 BCLL a.0 ' FT = 0 BCOL 10.0 BCOL 15.0 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end T2: 2x6 SP No.1, T3: 2x4 SPF No.2 verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-0.4 oc bracing. WEBS 2x3 SPF Stud *Except* WEBS 1 Row at midpt 3-8 W2: 2x4 SPF No.2, W4: 2x6 SPF No.2 REACTIONS. (lb/size) 2=1006/0-5-8 (min. 0-1-12), 7=0/Mechanical, 8=858/Mechanical Max Horz 2=238(LC 12), 7=-125(LC 19) Max Uplift2=-177(LC 12), 8=-244(LC 12) Max Grav 2=1105(LC 19), 8=1109(LC 19) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0130, 2-11=-2038/227, 3-11 =-1 879/236, 3-4=-58110, 4-12=-60516, 5-12=-435/19, 5-6=-230/30, 6-7=441137, 8-10=-719/227 BOT CHORD 2-9=-423/1670, 8-9=-423/1670 WEBS 3-9=0/425, 3-8=4419/342, 5-10=-770/243 REQUIRED FIELD JOINT CONNECTIONS - Maximum Compression (lb)/ Maximum Tension (lb)/ Maximum Shear (Ib)/ Maximum Moment (lb -in) 6=171/34/7210,10=770/2431276/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph @24in c.c.; TCDL=4.Dpsf; BCDL=4.Opsf; (Alt. 141mph @16in o.c.; TCDL=6.Opsf; BCDL=6.Dpsf); h=3Dft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-9-4 to 2-2-12, Interior(1) 2-2-12 to 14-11-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg=52.0 psf; Ps=40.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Roof design snow load has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.0D times flat roof load of 40.0 psf on overhangs non-concurren other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) See HINGE PLATE DETAILS for plate placement. Z�''i' , a , • • . 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. t ; 9) All additional member connections shall be provided by others for forces as indicated. •_ 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 11)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit be -_• ; the bottom chord and any other members. . 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 Ito uplift at joint 2 and 244 lb uplift at joint • • t . 13) This truss is designed in accordance with the 2021 IBC Sec 23D6.1 and referenced standard ANSI/TPI 1 r 14) This truss is designed in accordance with the 2018 IBC Sec 23D6.1 and referenced standard ANSI/TPI 1 _ • 15) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is put into ser • ;' -• • -° " 16) The field -installed members are an integral part of the truss design. Retain a design professional to specify final field connections and tem 'Y supports. All field -installed members must be properly fastened prior to applying any loading to the truss. This design anticipates the final . •,■' • • ••, ■•'� position. - 17) Based on: HMF20B02. Changes: IBC 2021. The professional engineering seal indicates that a licensed professional engineer has reviewed the truss under the standards referenced within this 3/26/2024 document, not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. AWARNING - Verify design and READ NOTES UFP Industries, Inc, 2801 EAST BELTLINE RD, NE parameters PHONE (616)-364-6161 GRAND RAPIDS, MI 49525 Trussshall not be cut or modified vrilhoul approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered, The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for 1)w an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult SCSI 1-06 From the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe Cil U P 1 ND�STRfES Job Truss MFG Customer 116229 HMF20805 218 COMMODORE The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current state building code. The engineering seal is not an approval to use a design in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. a�es s fFrv.1 KEVIN W, Y� w : FREEMAN � • 15�kl2_ - b W p- Cr FT KEVI N FREEMAN --, ; ENGINEER ° No- J �1 r- 5LEY ,97 �rL. �' P •�r� s'S'nrvA �,ti�lititlltitlrr S1 R Q P�o GlCZTF' "' pry • No. ° A RE i492038B: STATE G F •�� A. • �` :�r P, riII111M STL�v,T 'i,'ALTEF D?. -' E: 3/26/2024 ' !Z: s. _---=' 406 -3 47 T CL ( OHN S I R O1f4'KA fi OF Nele' `�`.����►tutu rrtpiftrr�r�`, f KEVI N W. °•• FREEMAN E 34339 a. 70N ALE\0' 141ifritIittr. 1 �lttitttttst� rr trrrrrrr ����� •'��� 1�+4'�' �'r` Sri 14B11 - G-- ,rrf"",,! 0NA; s� t�ti�ti~4ti ���►►utiOF i>Itl rrrrrrr►� y -- W. ` FREEMAN �}'•, E-65329 AL ►tutu rr+rrr .%`'��►.SLEY fifr�''fi ••..R •• � rr r ° 7-E rrrrr+rrr►ir►'►`' `0F�i�}tllttrilrrrr.•f s. d KEVI N W. � FREEMAN 0 T�l N i KEVI N i Y ' i_ 1r78PE eW ��nNAL 'Fl SIR 01�`�Q o: 72 �S�ahIAL•��� 5 6996 C Date rid to 'F' Facyon' BLId' —21 Generated by Schecf -tVeb Software �. Compliance Certificate Project 2025-1009695 Energy Code: 2021 IECC Location: Garfield County, Colorado Construction Type: Single-family Project Type: New Construction Project SubType: None Orientation: Unspecified Conditioned Floor Area.: 2,280 ft2 Glazing Area 14% Climate Zone: 5 (8499 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: 6953 County Road 309 WIEBEN Rifle, Colorado 81650 KOPPER CREEK BUILDING, LLC. Designer/Contractor: Cavco-Goshen 1902 Century Drive Goshen, IN 46528 Compliance: 0.0 % Better Than Code Miaximum UA: 283 Your UA: 283 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Slab -on -grade tradeoffs are no forger considered in the UA 0, performance compliance pat^ in RESchecc. Each slab -on -grade assembly in the specified climate Zone inust meet" the minIIT11LIM en=_ cV code :nsu atlon R-value and depth ' uulrements. E]ivelooe Assemblies . Ceiling 1: Flat Ceiling or Scissor Truss 2,280 50.0 0.0 0.026 0.024 59 55 Wall [1walls]: Wood Frame, 16" D.C. 278 21.0 0.0 0.057 0.045 13 11 Orientation: Right side Window - MI SH 2430 {Qty 11: Vinyl Frame:Double Pane with Low-E 7 0.260 0.320 2 2 Orientation: Right side Window - MI SH 3060 {Qty 21: Vinyl Frame:Double Pane with Low-E 37 0.260 0.320 10 12 Orientation: Right side Wall [1walls]: Wood Frame, 16" D.C. 278 21.0 RU065OC 0.045 16 13 Orientation: Left side Wall [1walls]: Wood Frame, 16" D.C. 705 21.0 0.0 0.057 0.045 28 22 Orientation: Back Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 1 of10 u Door- Hinged - Exterior- 15 Lite {Qty 11: null 22 0.360 0,320 8 7 Orientation: Back Door - Hinged - Exterior- Craftsman - 3 Lite {Qty 11: null 22 0,200 0.320 4 7 Orientation: Back Door - Sliding Patio {Qty 11: null 40 0.230 0.320 9 13 Orientation: Back Window - MI SH 3060 {Qty 51: Vinyl Frame:Double Pane with Low-E 92 0.260 0.320 24 29 Orientation: Back Window - (2) MI SH 3060 {Qty 11: Vinyl Frame:Double Pane with Low-E 36 0.260 0,320 9 12 Orientation: Back Wall [1walls]: Wood Frame, 16" o.c. 705 21.0 0.0 0.057 0.045 33 26 Orientation: Front Door - Hinged - Exterior - 6 Panel {Qty 11: Solid 22 0.160 0.320 4 7 Orientation: Front Window - MI SH 2430 {Qty 11: Vinyl Frame:Double Pane with Low-E 7 0.260 0.320 2 2 Orientation: Front Window - MI SH 3050 {Qty 41: Vinyl Frame:Double Pane with Low-E 74 0.260 0.320 19 24 Orientation: Front Window - MI Sliding Triple 5030-XOX {Qty 11: Vinyl Frame:Double Pane with Low-E 15 0.260 0.320 4 5 Orientation: Front Window - MI TR-4410 {Qty 11: Vinyl Frame:Double Pane with Low-E 4 0.220 0.320 1 1 Orientation: Front Crawl 1: Solid Concrete or Masonry Wall height: 4.0' 848 11.0 5.0 0.059 0.055 38 35 Depth below grade: 3.0' Insulation depth: 4.0' Enerou Credits More Efficient HVAC Equipment Option - R408.2.2 1.0 Compliance Statement; The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2021 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Yael Soto - Drafter �--- 07/09/2025 Name - Title Signature Date Project Title: 2025-1009695 Data filename: Report date: 07/09/25 Page 2 of10 REScheck Software Version F R Scheck6k'Veb Inspection Checklist Energy Code: 2021 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section€ # j 1 Pre-inspeetioniP`lan Review Plans Verified er value Field Verified value Complies? Comments/Assumptions &Regi€. 103.1, Construction drawings and �[IComplies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope. Thermal ❑Not Applicable envelope and energy compliance path represented on construction I documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not ,403.8 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions, 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 IHigh Impact (T"rer1) ? 2 Medium Impact (Tier 2) 3 !Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 3 of10 Sections rc €as Verified Foundation Inspection Value Field @tsr€tie€ Cor�ap.HeS7 Value C€�€ ments/Assumptions & Req.1D 402.2.10 Unvented crawl space wall R- R- ❑Complies See the Envelope Assemblies [FO711 insulation R-value. R- R_ ❑Does Not table for values. ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies [FO8]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.10 Unvented crawl space continuous ❑Complies [FO911 vapor retarder installed over ❑Does Not exposed earth, joints overlapped ❑Not Observable by 6 in. and sealed, extending at ❑Not Applicable least 6 in. up and attached to the wall. 402.2.10 Unvented crawl space wall in. in. ❑Complies See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable I ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]z to protect exposed exterior ❑Does Not ! insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 - Snow and ice -melting system ❑Complies [F012]2 controls installed to shut off ❑Does Not system when pavement ❑Not Observable temperature > 50F and no ❑Not Applicable precipitation. Additional Comments/Assumptions: 1 :High Impact (Tier 1) 1 2 Medium Impact (Tier 2) 3 : Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 4 of10 ecriorE Plans Verified Framing / Rough -in inspection Value Field Verified :value Complies? Comments/Assumptions Req.ED 402.1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1, Glazing U-factor (area -weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). []Does Not table for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 [:]Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402,4.5 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable i R-6 where < 3 inches. ❑Not Applicable 403.3.4 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or ❑Not Applicable International Residential Code, as applicable. r[403.3.7 Building cavities are not used as ❑Complies FR15]3 ducts or plenums. ❑Does Not ❑Not Observable { ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]z above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R ❑ Not Observable 3 ❑Not Applicable 1403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable I 402.4.6 Electrical and communication ❑Complies [FR29]3 boxes installed in the thermal ❑Does Not boundary of the envelope sealed ❑Not Observable to limit air leakage between ❑Not Applicable conditioned and unconditioned spaces. 1 High Impact (Tier 1) 1 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 5 of10 Section # Rlaris Verified Frar ing / RGugh-En inspection Value Field Verified Value V Ccemplles? Cornrnents/Assumptlons & Req.11 403.5.2 Hot water pipes are insulated to R- R- ©Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 40� Automatic or gravity dampers are ❑Complies I [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts for ❑Not Observable i mechanical ventilation systems. ❑Not Applicable 1403.6.1 Ventilation systems in climate ❑Complies i[FR30]2 zones 7 & 8 shall utilize heat or ❑Does Not j energy recovery ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 :High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 6 of10 "-1-9 # Insulation Inspection Puns Verified Value Field Verified ValueComplies? Comments/Assumptions €� Req.I❑ 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable t ❑Not Applicable 402.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/ of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation ❑Steel ❑Steel ❑Not Applicable requirement applies (FR10). 303.2 Wall insulation is installed per LJComplies [IN4]1 manufacturer's instructions. ❑Does Not t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact ("tier 2) J, 3 Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 7 of10 Section Final inspection Provisions P€aris Verified Field Verified ' Complies? Cornments/Assn mptions Reg.la- Value Value 402.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, Wood ❑Wood ❑Does Not table for values. 402.2.2, Steel ❑ Steel [-]Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per LJComplies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable ;402.2.3 Vented attics with air permeable ❑Complies I[F[22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 1 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the UDoes Not adjacent assembl y' ❑Not Observable ❑Not Applicable 402.4.1.3 Blower door test @ 50 Pa. <=5.0 ACH 50 = ACH 50 =_ :❑Complies [F117]1 ach in Climate Zones 1-2, and []Does Not <=3.0 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 1403.3.5 Ducts are pressure tested in cfm/100 cfm/100 -❑Complies [FI27]1 accordance with ftz ft2 ❑Does Not ANEI/RESNET/ICC 380 or ❑Not Observable ASTME1554 to determine air ❑Not Applicable leakage with either: Rough -in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer's air ! handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.6 Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not i <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. Duct tightness ❑Not Applicable <= 8 cfm/100 ft2 for ducts within thermal envelope. For rough -in tests, verification may need to occur during Framing Inspection. 403.3.4.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at <=2% of ❑Does Not design airflow. ❑Not Observable i ❑Not Applicable 1403.1.1 Programmable thermostats LJComplies i [FI912 installed for control of primary ❑Does Not j heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable !` code specifications. 403.5.1 Circulating service hot water ocomplies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 1 2 Medium Impact (Tier 2) 3 Low Impact [Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename; Page 8 of10 ,,�eeeian ° Plans Verified Final Inspection Provisions Value Field Verified ' ValueComplies? Comments/Assumptions & R.q.ID I403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one- or two -pipe heating ❑Does Not l systems have automatic outdoor ❑Not Observable setback control to lower boiler ❑Not Applicable water temperature based on outdoor temperature, indoor temperature or water temperature sensing. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the I occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not I 515. Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the piping. 403.5.3 Drain water heat recovery units ©Complies [F(31]2 tested in accordance with CSA ❑Does Not I B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.6.2 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table ❑Not Applicable R403.6.2. 403.6.3 Mechanical ventilation systems ❑Complies [1I33]2 tested and verified to meet the ❑Does Not minimum flow rates required by []Not Observable Section R403.6. ❑Not Applicable 403.5.1.1. Demand recirculation water ❑Complies 1 systems have automatic controls ❑Does Not [932]2 to start pump when hot water is ❑Not Observable requested. ❑Not Applicable 1404.1 100% of permanent fixtures have ❑Complies [FI6]1 high efficacy lamps. ❑Does Not I ❑Not Observable ❑Not Applicable 404.1.2 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 ' High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 ; Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 9 of10 Section Puns Verified Final Inspection Provisions Value Field Verified , Value Co€nplies? Cumments/Assumptions I & Reg. f D , 404.1.1 Exterior lighting for multifamily ❑Complies [FI35]3 buildings shall comply with ❑Does Not Section C405.4. ❑Not Observable ❑Not Applicable 1404.2 Permanent interior lighting shall ❑Complies [FI36]3 be controlled with either a ❑Does Not t dimmer, occupancy sensor or ❑Not Observable other control built into the ❑Not Applicable fixture. 1404.3 Exterior lighting >= 30 watts _ ❑Complies [F[37]3 shall have the following controls: ❑Does Not manual on/off switch with ❑Not Observable automatic shut-off, automatic shut-off in daylight hours, and ❑Not Applicable controls that override automatic shutoff that returns to automatic control within 24 hours. 401.3 Compliance certificate posted _ ❑Complies [F]7]2 with building specifications and ❑Does Not j compliance path and results. ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ©Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable 408.2.2 Efficiency HVAC Package: ©Complies [FI39]3 Efficiencies >= 95 AFUE gas ❑Does Not furnace, 16 SEER air conditioner, ❑Not Observable 10 HSPF/16 SEER heat pump or 3.5 COP ground source heat ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) i 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 2025-1009695 Report date: 07/09/25 Data filename: Page 10 of10 0 Efficiency Certificate Above -Grade Wall 21.00 Below -Grade Wall 16.00 Floor 0.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Cti 1 t Window 0.26 0.22 Door 0.23 Heating System: Cooling System:_ Water Heater: Name: Comments Date: J G � < _I z c 0 - J r L ,n J L Li .77 G Cco LLJ — LLi`I t = C p J x } W - < W Z �_ J u W^' G G � < wZ U o w }O •Z Z O L LGL, 0 z G_ L w -LLJ J J G C I v Z ^ < C < Z W U o 0� C) Z Z O % G x 0 <z Lu LL v U- v M C L� 6J W 0 Z r x. 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C: 3i in7, to to V - � ..CS lV !r,li. h is C1 - - - ✓"I V7 L C C - -J 4Y1 lft L: _ P'o Q � C 6 W _ h UD Q - LD fYi L7 l:J n h CP cn N 1J 'C a••I a-d e-L 7 N ry rd a'.d N r-t N hi iV ff � � 6i a•R lV PF � N � � ek !V rt ry _ v -- tc 75 m D z �� Ln y — U L r. — � .. O u tz a Y rJ �_ •� �� L J C ac _ Oi H D O a o `v, L' z c Z N a — • F; i f e,j a f ! i rc •�' LOL qy r ■ Cr} �/dI CL ► �� _ /``■ ° J 3 _ C - ro t - �, �. Im E. '� V1 C CC n➢ C C , fi 7 X c F�, ro C: L v p u m C n r OP 3 -C - (1) U \ � 0 0 LL � � 0 4-J L/) 0 � � e LLJ \ / M « c 5 K 7 \ E o r g r \ > r / � \ \ 7 u ( Z5 / ru _0 \ a) � \ C % 2 ± \ \ 5 E -2 / % 2 5 2 2\ E 3 \ � U / \ \ \ \ G J e - CL Ln / § & §Ln - CL R \ \ ° ^ - L e 2 § § c ƒ / z z / . « » _ . » % b $ $ $ / > % $ % % \ 4- r % aS\ e e y \ 2 Load Short Form Job: 2025-1009695 wrightsoft` Date: 7/11/25 Entire House By. AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart IN 46516 Phore:574-293-5526 Fax: 574-294-1366 Email: erg-ams@comcast.nal For: The Commodore Corporation 2025-1009695 Htg Clg Infiltration Outside db (°F) -2 95 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 72 20 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 50 50 Moisture difference (grAb) 62 -46 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Generic Trade Bryant 915 Legacy Line 95 Gas ... Trade Model 915SA4206OS17 Cond SEER 14.0 AHRI ref 5039417 Coil AHRI ref Efficiency 95.5 AFUE Efficiency 12.2 EER, 14 SEER Heating input 60000 Btuh Sensible cooling 17023 Btuh Heating output 48000 Btuh Latent cooling 7295 Btuh Temperature rise 59 °F Total cooling 24318 Btuh Actual airflow 904 cfm Actual airflow 904 cfm Airflowfactor 0.029 cfmBtuh Airflowfactor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Cig load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfrn) (cfm) C2 38 1066 177 31 10 C3 38 0 0 0 0 B2 169 1857 1669 54 96 LR\DR 502 5189 3615 150 207 FOY 76 1201 323 35 19 GC 37 0 0 0 0 B1 236 3954 2136 114 122 H 38 0 0 0 0 BA1 122 1931 576 56 33 C1 92 855 918 25 53 U 171 1360 397 39 23 KT 264 1653 2047 48 117 PTY 52 686 127 20 7 OFFICE I 91 1008 1143 29 65 Boldlitalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. w rightsoft` 2025-Sep-19 08:38:30 �� ..... Right-Slite@UNVersal202525.0.02RSU56435 Pagel Z51 K:\EngineeringAMS\DS\Commodore\2025-1009695.rup Calc=MJ6 Front Door faces: W NZ bD U U U U BA2 99 889 482 26 28 B3 159 2729 2167 79 124 CRW L 2246 6871 0 199 0 Entire House d 4492 31251 15778 904 904 Other equip loads 4399 1228 Equip. @ 1.00 RSM 17023 Latent cooling 0 T 92 35650 17023 904 904 Boldrrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w rlgh ts.0ft` 2025-Sep-I9 08:38:30 Right -Sate@ Urrversal 2025 25.0.02 RSU56435 Page 2 K:\Engineering AMS\DS\Commodore\2025-1009695.rLp Calc= MJB Frod Doorfaces: W Component Constructions wrightsoft° p Entire House AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart IN 46516 Phone:574-293-5526 Fax 574-294-1366 Email: erg-ams@comcast.rr_l Job: 2025-1009695 Date: 7/11/25 By: AMS of Indiana, Inc. For: The Commodore Corporation 2025-1009695 II- ► r r i r. Location: Indoor: Heating Cooling Rifle Garfield County AP, CO, US Indoor temperature (7) 70 75 Elevation: 5522 ft Design TD (7) 72 20 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 62.4 -45.9 Dry bulb (°F) -2 95 Infiltration: Daily range (°F) - 34 (H ) Method Simplified Wet bulb (7) - 59 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area u-value ft' BluW-°F Walls 12F-Osw: Frm wall, vnl ext, 3/8" wood shth, r-21 cav ins, 1 /2" gypsum n 238 0.065 board int fnsh, 2'kW'wood frm, 24" o.c. stud a 394 0.065 s 195 0.065 w 485 0.065 all 1311 0.065 15B11-Owc-4: Bg wall, light dry soil, 2'k4' wood int frm, concrete wall, r-11 n 119 0.062 cav ins, 8" thk e 302 0.062 s 119 0.062 w 302 0.062 all 842 0.062 Partitions (none) Windows 2 glazing, dr outr, air gas, wd frm mat, cir innr, 1 /4" gap, 1/8" thk: 2 glazing, a 126 cIroutr, air gas, wd frm mat, clrinnr, 1/4"gap, 1/8"thk; 6.67 ft head ht s 43 w 98 all 268 Doors 11 DO: Door, wd sc type Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins Floors 21A-32t: Bg floor, light dry soil, 4' depth 0.300 0.300 0.300 0.300 e 84 0.390 w 21 0.390 all 105 0.390 2246 0.020 2246 0.020 Insul R Htg HTM Loss Clg HTM Gain fl=°F/Btuh BluhW- Btuh BtuW- Btuh 21.0 4.68 1114 0.88 210 21.0 4.68 1844 0.88 347 21.0 4.68 911 0.88 172 21.0 4.68 2268 0.88 427 21.0 4.68 6137. 0.88 1155 11.0 4.46 531 0 0 11.0 4.46 1348 0 0 11.0 4.46 531 0 0 11.0 4.46 1348 0 0 11.0 4.46 3759 0 0 0 21.6 2722 34.4 4330 0 21.6 934 18.2 786 0 21.6 2124 34.4 3379 0 21.6 5780 31.7 8495 0 28.1 2359 9.65 811 0 28.1 590 9.65 203 0 28.1 2948 9.65 1014 50.0 1.44 3234 0.96 2168 0 1.44 3234 0 0 W Ciiht s.oft` 2025-Sep-19 08:38:30 .w_•:.g••,..- Right-Sute(DUrrversal202525.0.02RSU56435 Page �` K:\EngireeringAMS\DS\Commodore\2025-1009695.rup Calc=MJB FronlDoor faces: W Prot1ect 5�rmmal'v Job: 2025-1009695 wrig tsof� J ' 7 Date: 7111/25 11, Entire House By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd.. Elkhart IN 46516 Phone: 574-293-5526 Fax: 574-294-1366 Email: erg-ams@comcasLret d r� k w ! - - For: The Commodore Corporation 2025-1009695 Notes: FURNACE HAS BEEN DERATED FOR ELEVATION Weather: Winter Design Conditions Outside db -2 °F Inside db 70 °F Design TD 72 °F Ventilation Method MJ8 Heating Summary Structure 31804 Btuh Dugs (R-4--0) -554 Btuh Central vent (68 cfm) 4399 Btuh Outside air Humidification Piping Equipment load Infiltration Method Construoiion quality Fireplaces 0 Btuh 0 Btuh 35650 Btuh Rifle Garfield County AP, CO, US Summer Design Conditions Outside db 95 °F Inside db 75 °F Design TD 20 °F Daily range H Relative humidity 50 % Moisture difference -46 grub Sensible Cooling Equipment Load Sizing Structure 16222 Btuh Ducts (R-4.0) - 44 Btuh Central vent (68 cfm) 1228 Btuh Outside air Blower 0 Btuh Use manufacturers data n Ratelswingg multiplier 1.00 Equipment sensible load 17023 Btuh Simplified Latent Cooling Equipment Load Sizing Average 1 (Average) Structure 55 Btuh Ducts -306 Btuh Central vent (68 cfm) -1735 Btuh Heating Cooling Area (ftz) 4492 4492 Molume (ft3) 17969 17969 Air changgeslhour 0.35 0.15 Equiv AVF (cfm) 104 45 Heating Equipment Summary Make Bryant Trade Bryant 915 Legacy Line 95 Gas... Model 915SA42060S17 AHRI ref 5039417 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 95.5 AFUE 60000 Btuh 48000 Btuh 59 o 904 cfm 0.029 cfmBtuh 0.50 in H2O Outside air Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 17023 Btuh Req. total capacity at 0.70 SHR 2.0 ton Cooling Equipment Summary Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Airflow factor Static pressure Load sensible heat ratio 12.2 EER, 14 SEER 17023 Btuh 7295 Btuh 24318 Btuh 904 cfm 0.057 cfmBtuh 0.50 in H2O 1.00 Bold4[alic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4�i- yr ghtsofE° 2025-Sep-1 9 08:38:30 i .•-_ •- -, Righ-Su[eG Universal 2025 25A.02 RSU56435 Page 1 K:\EngimerirgAMS\DS\Commodore\2025-1009695.rup Calc=MJ8 Front Door faces: W C1 Job #: 2025-1009695 Performed by AMS of Indiana, Inc. for: The Commodore Corporation 2025-1009695 CRWL AMS of Indiana, Inc. 3933 E. Jackson Blvd. Elkhart, IN 46516 Phone: 574-293-5526 Fax:574-294-1366 eng-ams@comcast.net Scale: 1 : 127 Page 2 Right -Suite® Universal 2025 25.0.02 RSU56435 2025-Sep-19 08:38:37 ...MS\DS\Commodore\2025-100969... 'F`ight.soft Duct System Summary Entire House AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkharl. IN 46516 Phone:574-293-5526 Fax 574-294-1366 Email: eng-ams@comcaknet Job: 2025-1009695 Date: 7/11125 By. AMS of Indiana, Inc. For: The Commodore Corporation 2025-1009695 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply / return available pressure 0.150 / 0.150 in H2O 0.150 / 0.150 in H2O Lowestfriction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 904 cfm 904 cfm Total effective length (TEL) 414 ft Name Design (Btuh) Htg (cfm) Clg (cfm) Design Diam FIR (in) H x W (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B1 c 1068 57 61 0.074 6.0 Ox 0 VIFx 54.2 350.0 st4 B1-A c 1068 57 61 0.076 6.0 Ox 0 VIFx 46.2 350.0 st4 B2 c 834 27 48 0.088 6.0 Ox 0 VIFx 70.5 270.0 st5 B2-A c 834 27 48 0.089 6.0 Ox 0 VIFx 76.8 260.0 st5 63 c 2167 79 124 0.159 6.0 Ox 0 VIFx 48.8 140.0 st2 BA1 h 966 28 17 0.187 6.0 Ox 0 VIFx 20.2 140.0 st1 BA1-A h 966 28 17 0.188 6.0 Ox 0 VIFx 19.2 140.0 st1 BAz c 241 13 14 0.148 6.0 Ox 0 VIFx 38.0 165.0 st2 BA2-A C 241 13 14 0.152 6.0 Ox 0 VIFx 37.0 160.0 st2 C1 C 918 25 53 0.168 6.0 Ox 0 VIFx 19.0 160.0 st1 C2-A h 1066 31 10 0.086 6.0 Ox 0 VIFx 67.6 280.0 st5 CRWL h 2290 66 0 0.157 6.0 Ox 0 VIFx 41.2 150.0 st2 CRWL-A h 2290 66 0 0.179 6.0 Ox 0 VIFx 17.5 150.0 st1 CRWL-B h 2290 66 0 0.075 6.0 Ox 0 VIFx 77.5 325.0 st4 FOY h 1201 35 19 0.074 6.0 Ox 0 VIFx 56.0 350.0 st4 rr C 2047 48 117 0.154 6.0 Ox0 VIFx 20.2 175.0 st2 LR\DR C 904 38 52 0.074 6.0 Ox 0 VIFx 98.0 305.0 st4 LR\DR-A c 904 38 52 0.073 6.0 Ox 0 VIFx 78.8 335.0 st4 LR\DR-B c 904 38 52 0.074 6.0 Ox 0 VIFx 89.5 315.0 st4 LR\DR-C c 904 38 52 0.073 6.0 Ox 0 VIFx 68.5 340.0 st4 OFFICE c 1143 29 65 0.145 6.0 Ox 0 VIFx 31.5 175.0 st2 Pn' h 686 20 7 0.164 6.0 Ox 0 VIFx 7.8 175.0 st2 U h 1360 39 23 0.177 6.0 Ox0 VIFx 4.8 165.0 st1 V1lffghtSOftc 2025-Sep-19 08:38:3D ,.'� .. �..•.,„„ Right-SdteaUriversal 2025 25.0.02 RSU56435 Page 1 'CK K:\EngineeringAMS\DS\Commodore\2025-1009695.rup Calc=MJ8 Frond Door faces: W 4 Manual S Compliance Report Job: 2025-1009695 wrightsoft` Date: 7/11125 Entire House By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd.. Elkhart IN 46516 Phone: 574-293-5526 Fax: 574-294-1366 Email: erg-ams@comcastriel For: The Commodore Corporation 2025-1009695 Design Conditions Outdoor design DB: 95.1 °F Sensible gain: 17006 Btuh Entering coil DB: 76.0°F Outdoor design WB: 58.9 °F Latent gain: 0 Btuh Entering coil WB: 60.7°F Indoor design DB: 75.0 °F Total gain: 17006 Btuh Indoor RH: 50% Estimated airflow: 904 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Generic Model: SEER 14.0 Actual airflow: 904 cfm Sensible capacity: 17023 Btuh 100% of load Latent capacity: 7295 Btuh 0% of load Total capacity: 24318 Btuh 143% of load SHR: 70% Design Conditions Outdoor design DB: -2.07 Heat loss: 35650 Btuh Entering coil DB: 65.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Bryant Model: 915SA4206OS17 Actual airflow: 904 cfm Output capacity: 48000 Btuh 135% of load Meets all requirements ofACCA Manual S. wrightsoftl p' L- .11. -, Right -Sate& Urrversal 2025 25.0.02 RSU56435 A K:1EngineerirgAMS\DS\Commodore\2025-1009695.rrg Cale =MJ6 Front Door faces: W Temp. rise: 0 °F 2025-Sep-19 08:38:30 Page �rdrri�itsoft. Duct System Summary Entire House AMS of Indiana, Inc. 3933 E. Jackson Blvd.. Elkhart. IN 46516 Phone: 574-293-5526 Fax: 574-294-1366 Email: erg-ams@comcastnet Job: 2025-1009695 Date: 7/11/25 By: AMS of Indiana, Inc. For: The Commodore Corporation 2025-1009695 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply / return available pressure 0.150 / 0.150 in H2O 0.150 / 0.150 in H2O Lowestfriction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 904 cfm 904 cfm Total effective length (TEL) 414 ft Name Design Htg (Btuh) (Cfm) Clg (cfm) Design FIR Diam (in) H x W (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B1 C 1068 57 61 0.074 6.0 Ox 0 VIFx 54.2 350.0 st4 B1-A C 1068 57 61 0.076 6.0 Ox 0 VIFx 46.2 350.0 st4 B2 C 834 27 48 0.088 6.0 Ox 0 VIFx 70.5 270.0 st5 B2-A C 834 27 48 0.089 6.0 Ox 0 VIFx 76.8 260.0 st5 B3 c 2167 79 124 0.159 6.0 Ox 0 VIFx 48.8 140.0 st2 BA1 h 966 28 17 0.187 6.0 Ox 0 VIFx 20.2 140.0 st1 BA1-A h 966 28 17 0.188 6.0 Ox 0 VIFx 19.2 140.0 st1 BAz c 241 13 14 0.148 6.0 Ox 0 VIFx 38.0 165.0 st2 BA2-A c 241 13 14 0.152 6.0 Ox 0 VIFx 37.0 160.0 st2 C1 c 918 25 53 0.168 6.0 Ox 0 VIFx 19.0 160.0 st1 C2-A h 1066 31 10 0.086 6.0 Ox 0 VIFx 67.6 280.0 st5 CRWL h 2290 66 0 0.157 6.0 Ox 0 VIFx 41.2 150.0 st2 CRWL-A h 2290 66 0 0.179 6.0 Ox 0 VIFx 17.5 150.0 st1 CRWL-B h 2290 66 0 0.075 6.0 Ox 0 VIFx 77.5 325.0 st4 FOY h 1201 35 19 0.074 6.0 Ox 0 VIFx 56.0 350.0 st4 KT C 2047 48 117 0.154 6.0 Ox 0 VIFx 20.2 175.0 st2 LR\DR c 904 38 52 0.074 6.0 Ox 0 VIFx 98.0 305.0 st4 LR\DR-A c 904 38 52 0.073 6.0 Ox 0 VIFx 78.8 335.0 st4 LR\DR-B c 904 38 52 0.074 6.0 Ox 0 VIFx 89.5 315.0 st4 LR\DR-C c 904 38 52 0.073 6.0 Ox 0 VIFx 68.5 340.0 st4 OFFICE C 1143 29 65 0.145 6.0 Ox 0 VIFx 31.5 175.0 st2 PTY h 686 20 7 0.164 6.0 Ox 0 VIFx 7.8 175.0 st2 U h 1360 39 23 0.177 6.0 Ox 0 VIFx 4.8 165.0 st1 �Af rigF!'tsOft` 2025-Sep-19 08:38:30 Right -Sate@ Urrversal 2025 25.. 002 RSU56435 .. ...: ... .:.., . Page 1 AM. K:\EngineeringAMS\DS\Commodore\2025-1009695.rrip Calc=MJ8 FroM Door faces: W