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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Project Address 6768 CR 331 RD SILT, CO Owner Information Parcel No. ermrt No .LI F, 6-10-160 k; 'ertmt Type Manufactured Budding orkC1assfflcation New -Single Level. Permit Status. Active Subdivision Issue Date: 7/1/2010 Section Expires: 12/28/2010 Township Range 240110300088 L Address Phone Cell James Knight 620 25 1/2 RD Grand Junction CO 81505 970-640-9684 • Contractor(s) Phone Primary Contractor Golden Villa Homes (970)245-9039 Yes Proposed Construction/Details IRC modular FEES DUE Fee Amount Manufactured Building Fee $181.25 Plan Check Fee $117.81 Single - Manufactured Home : $400.00 Total: $699.06 Valuation: Total Sq Feet: $ 9,720.00 1080 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLMF-6-10-20309 $ 699.06 Check # 54173 Check # 54150 $581,25 $117.81 $ 0.00 Required Inspections: For Inspections call : 1 (888)868-5306 nspection IVR See Permit Record Building Department Copy Thursday, July 1, 2010 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood. Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.earfiield-county coin 1 Parcel No: (this information is available at the assessors office 970-945-9134) D. 14,13 I Io :1, (100gS 2 Job �A*ddress: Of art address has not been i ed, please provide Cr, Hwy or Street Name & City) or and legal description IGri(atekl'I ‘ s1 t -L 3 Lot No: Block No: Subd./ Exemption: 4 Own r: (property ownerr)) O -v F..,,,,'1/4ra -Ec Mailing Address: 26 z - 7 (zei., 6. a 4,Q. cos Ph: 97 0 ` 64 0-91. W L{ Alt Ph; 5 contractor: pt .e>^.1/4) .‘`L Hc+01 is Mailing Address: a4'Th Noy t SD GJ • togcs� Ph: ye v :74..c. --963(i ; Alt Ph: i,, -234 -IWC. 6 Architect / Engineer: Mailing Addfess: Ph: Alt Ph: 7 Sq. Ft. of Building: 1o7f) Ss- Sq. Ft. or Acres of Lot: _ 1 I AMa, 1. Height: , or to No. of Floors: if 8 Use 14..puildine 9 Des • a Work: A 1 6.-`t<s vv- sc._Ae..... C, T —1 j 'a+ `t- R. ...k, CL CL.kt ic- 10 Class of Work. ew u Alteration 0 Addition 1I Garage: . n Attached u Detached Septic: ,ISDS n Community 12 D vewayfIyerrr1tt: Owners valuation of Work: $ 112 Authority. Tliis application for letter of authority, signed A Building Permit NOTICE a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate by the Owner, must be provided with this Application. cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Road Access or a State Wastewater Discharge Permit. becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION Application and that the information contained above is true and correct. i understand that the Building Depanment accepts the Application, along with the plans submitted by me or on my behalf (submittals), based upon my certification as to accuracy. and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on Department. of the Building Permit, I agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation applicable law. submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions 1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without engineer and/ or builder. THAT L HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: j Legal Access. Other Permits. Multiple separate County Highway/ Void Permit A Building Permit days after commencement. I hereby certify that 1 have read this and specifications and other data Assuming completeness of the submittals the submittals reviewed by the Building In consideration of the issuance Code, [SDS regulations and applicable construction or use of the structures) !hereby grant permission to the Building Official from: (1) requiring of County Regulation(s) or any other Review of this Application, including or discrepancies. As the Owner, limitation my architect designer, I HEREBY ACKNOWLEDGE OWNERS SIGNATURE — DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: SDS Fee: 1-3 Plan Check Fee: l i ,8! Total Fees: ,8 72. o backs: 5/ 12,25 5- Jo DEPT: Permit Fee: Fees Paid: ).-01 Manu home Fee: L 00 Balance Due: 7,5Y.. Z3 OCC Group: R~3 .)VAL DATE Const Type: Misc Fees: BP No & Issue Date: ISDS No & Issued Date: IlLoce) PLNG DEPT: �f) Zoning: R A ROVAL DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. ) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE Bapplicati ondecember2007 DATE Applicant Address Date VALUATION FEE DETERMINATION James Knight 6768 CR 331 Silt 6/28/2010 Subdivision Lot/Block Contractor Finished (Livable Area): Main sq.ft Upper sq.ft Lower sq.ft Other sq.ft X $74.68 Total Square Feet 0 sq.ft Valuation Basement: Unfinished Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Covered Open Total Valuation Type of Construction: Occupancy: Valuation sq.ft X $41.00 sq.ft X $3168 sq.ft X $18.00 sq.ftX $12.00 1080 sq.ft X $9.00 sq.ft X $24.00 sq.ft X $12.00 Commercial sf X sf X sf X sf X sf X sf X N/A N/A Goldenvilla Homes 0.00 0.00 0.00 9,720.00 0.00 0.00 Total Valuation 9,720.00 Building Plan Review Description of Work: IRC modular Bin #: Location Address: 6768 331 COUNTY RD SILT, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -6-10-6473 Parcel: 240110300088 Application Date: 06/23/2010 Owner: James Knight Applicant: James Knight Applicant Phone: 970-640-9684 Email: Building / Engineered Foundation f'-1% Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare MSubdivision Plat Notes ik-y4 Fire Department Review I/ Valuation DeterminationlFees 1/r Red Line Plans/Stamps/Sticker 1. Attach Conditions 1/ Application Signed V Plan Reviewer To Sign Application Parcel/Schedule No. 1/ 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Ruilding height Zoning Sign -off Road Impact Fees HOAIDRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: 4 /244-17&71. Fee - Vet)/ eiA) Fee. $e/ -p SS PS Z5 117.$1 &400.00 175.00 Awf Pei — 1 17. Al Av»1 P - 7,5-y. Z.5" &'f-(3/7,tr,) GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in Iine for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. PIease review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 1RC, and 2006 IECC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes__ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? PIease refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties , streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes.. 2 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No 6. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Peiinit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies Yes 7. Do the plans include a foundation plan indicating the size, Location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 't No 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes No 10. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ,r 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes >c` 13. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 14. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and cave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes • '". 3 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 17. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms andlor basements comply with the requirements of the IRC? Yes 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 19. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing fer,these areas? Yes No ',?+j • 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? ,. Yes X. 21. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivisionprocess, are building plans in compliance with all plat notes andlor covenants? Yes 4i 22. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes 23. Will this be the only residential structure on the parcel? Yes No If no-Explain:���.};�c�,' e( 24. Have two (2 complete sets of construction drawings been submitted with the application? Yes 4 25. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes 4 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district?, Yes 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes }C_ 29. Do you understand that approval for design and/or construction changes are required prior to the application/of these changes? Yes 30. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes X 31. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes No 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes 33. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? ` f� Yes >. 5 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes X 35. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes 37. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ?(. 39 Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. -.. C Signature of Owner Phone: CM (days); 6 Date ,,Y (evenings) Project Name: JO- \M 2 5 'Cl 1^� Project Address: ( ( O Cc,‘ Pa. 331 5 1 1 e,O. Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required inforrnation has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminregsflMlar2009 7 GARFIELD COUNTY BUILDING REQU1REM1NTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001ft to 8000ft. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable Insulation: Windows/doors U=.35, Skylights U=.6, TBL 402.1.1, 2006 IECC. Minimum R -Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing or R-10 sheathing for steel studs. • Floors R -values are R-30 or enough to fill cavity. • Basement wall R -values are R-10 below grade, R-19 above grade. • Slab perimeter R -values and depth is R-10/24in • Crawl space wall R -value are R-10 below grade and R-19 above grade. If floors over crawl space are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. bpminreqsfMar2009 S ccLy /, 20/6 2007 9c, 7 Account Page 1 of 1 Account: R023395 Location Parcel Number 2401-103-00-088 Situs Address 6768 331 COUNTY RD City Silt ZipCode 81652 Tax Area 023 - 2HD-SF - 023 Legal Summary Section: 10 Township: 7 Range: 92 TR IN THE S1/2 Transfers Sale Price $275,000 Tax History Tax Year Taxes $486.76 $486.76 *2010 2009 * Estimated Owner Information Owner Name KNIGHT, JAMES A. Owner Address 620 25 1/2 ROAD APT#4 GRAND JUNCTION, CO 81505 Sale Date 11/17/2009 01/13/2006 12/20/2004 12/18/2003 Images ® Photo o Sketch a GIS Assessment History Actual (2010) $87,340 Primary Taxable $1Q890 Tax Area: 023 Mill Levy: 44.6970 Type Actual Assessed Acres Units Improvement $71,770 $6,370 1.000 Land $15,570 $4,520 68.180 Doc Type QCD WD 0 WD Book Page B: 1764 P: 237 B: 1649 P: 303 B: 1548 P: 831 https://act.garfield-county.com/assessor/taxweb/account.jsp?accountNum=R0233... 6/23/2010 OCT-21-2010(THU) 07:47 GOLDEN VILLA H014E5 (FRX)19T02455475 P 001/003 Golden Villa Homes 2475 Hwy 6 & 50, Grand Junction, Co 81505 Phone: 970-245-9039 x103 Fax: 970-245-5475 rruse@golderauillahomes.com Fax From: Richard Ruse (oxt.la3} Date: d-�.r—Ick To: Fax: Subject: grip - g- J _- 1-1 t7D 0-Lvv\:+— [407 F;V\Cj . Rapes (inchuitty rS Pry; OCT, 21. 2010(THU)V07:47y L_GOLOFN VILLA HOMES Inspection Report (FAX) 14702455475 4WrI I, L4,.V IIl1L. P. 002/003 rr,i r�J Page 1 of 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Received: 13 -SEP -10 Permit Number. 693044 ContractoriHomeOwncr Address: Type of Inspection: Action: J M ELECTRIC 6768 county road 331 Complete Final Accepted Comments or Corrections: Service only to main house Inspoetors Name: Cyrus Tuchscher Phone Number. 970-625-5085 Date: 13-SEP4 O IgOgq.mr, COLORADO STAT ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENC)ES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 1/4 j� r f � e his://www.lora.state.co.us[p1sCreaiJEp_Web Inspection_GUIXremass Pagc 10/20/2010 OCT-21-2010(THU) 07:40 GOLDEN VILLA HOMES Sales Worksheet Customer Name: Current Addrtiss:_. Cllly1 Stele & ZIpcadc Proposed Site Address; Olt!, Stale &Zillaade Make'. Serial' ttc #k in ildrmn L - Madel : 1R* ?eofr, r-.,:.. 1, Sizo.! x �S hlcw _ Used HUD 4UI3C Pr•el-IUD - Maths I- Data of Detive • see Preconditions belowy. 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(970)945-8212 Fax; (970)384-3470 Issue L :: 7/112010 POST ON SITE 3 LNC F-6-16-1607 Permit Type: Manufactured Building Work Classification: New -Single Level Expires: 12/28/2010 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Manufactured Building Parcel ##:240110300088 Owner's Name: James Knight Job Address: 6768 CR 331 RD SILT, CO Owner's Phone: 970-640-9684 Total Square Feet: 1080 Contractors) Phone Primary Contractor Golden Villa Homes (970)245-9039 Yes Work Description: Inspection Scheduling Code Inspection ' IVR Comments Pass Date Footers 105 110 elfl�it+ C24- Q 7 71•4 —Jo 7/141/4)1 efzZ Foundation Walls Final 125 f Rough Plumbing 610 p� 1' i T 1 - -) 4c Gas 620 5e44344/11 � c/ (1fwnlh I � /6)-747\- iICI1 k / q. 2 lE t}' `7- /2 fi r O p, o/ V//©a$//tk -- MI5-V&A/2A 4 737 o ' c Gi/e 3 /WSr/-1 ' P ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 DEALER: GOLDEN VILLA HOMES, 2475 HWY 6 AND 50, GRAND JUNCTION, CO. 81505 MODEL: CAR 28403A OFF FRAME 2006 IRC CONSTRUCTION CUSTOMER: KNIGHT LOCATION:5756 CR 331, SILT, CO. 81652 CODE: IBC 2005, IRC 2006, IMC 2006, IPC 2006, NEC 2008, IECC 2009 OCCUPANCIES CLASS R-3 CHASSIS 12" I -BEAM DECKING 3/4 OSB OR EOUIV. JOIST 2X10 16" O.C. RAFTER TYPE CATHEDRAL 16" OC, 3.45/12 PITCH, 60# GROUND SNOW, 46.2# ROOF SNOW ROOF DECKING 7/16" OSB OR EQUIV. SHINGLES CLASS A COMP. RIDGE BEAM BUILT PER RC -50 INSULATION - FLOORS R22, WALLS R-21, 6 ROOF R-50 EXTERIOR WALL COVERING: 058 UNDER HARDY PANEL INTERIOR WALL COVERING: 1/2" GYPSUM DRYWALL DUCT SIZE AND MATERIAL: 6x18 INSULATED FIBERGLASS RETURN AIR: 352 S.I, ROOF SNOW LOAD 452, WIND SPEED 90, FLOOR LOAD 40 FOUNDATION SEISMIC DESIGN CATAGORY A thru C TYPE OF CONSTRUCTION - VB moo SCHULT YR: CS sola REV ! S C O N S jOT LOAM CME MANUFACTURING, INC. OEREAAL NOTES NWW TITLE COVEK SHEET NOOEL MA l 611C002992 so. IT. FtT 951 TIf5CRIPTIQI MAD 26R-2BA WEND. I051CAA28403A MSN BY CBG MI6. PATE 45/07/2010 GATE RILNTED 06/16/2010 wow. 1-1A Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: REScheck Software Version 4.3.0 Compliance Certificate 2009 IECC Silt, Colorado Single Family 11% 6881 5 Owner/!Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: Maximum UA: 303 Your UA: 222 Assembly Gross Cavity Cont, Glazing UA Area or R -Value R -Value or Door Perimeter U -Factor Ceiling 1: Flat Ceiling or Scissor Truss Skylight 1: Vinyl Frame:Double Pane with Low -E Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E Door 1: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1088 4 1064 113 470 1088 50.0 21.0 22.0 0.0 0.750 0.0 0.340 0.170 0.0 28 3 27 38 80 46 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 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Project Title: Data filename: C:\Program Files\ Check \REScheck\Reports\BUC002992_resCHECK.rck PDF created with pdfFactory trial version www.pdffactory.com Date Report date: 06/16/10 Page 1 of 1 CMH Manufacturing, Inc. PRINT DATE: 06/09/2010 Model CAR28403A/BUC002992 Customer: Knight 6768 CR 331 SILT, COLORADO, 81652 OFF FRAME BASEMENT & CRAWL FOUNDATION DESIGN FOR: 27' - 0 " 2 -SECTION MODULAR 1 STORY- W.O ATTIC Attic without storage where the maximum clear height between joist and rafter is less than 42 inches or req'd insulation depth exceeds the depth of the bottom chord. PERIMETER ANCHORED SYSTEM- BUILDING IS SECURED TO FOUNDATION WALLS TO SUPPORT WIND AND SEISMIC FORCES. SIDEWALLS ARE SUPPORTED (PERIMETER BLOCKED) BUILDING CODE INFORMATION: IRC (2006) ASCE 7-05 BUILDING SITE INFORMATION: MAXIMUM WIND SPEED & EXPOSURE: 90 MPH EXPOSURE C MINIMUM SOIL BEARING CAPACITY: 2000 MAXIMUM GROUND SNOW(S): 60 PSF, SEISMIC DESIGN CATEGORY: C DESIGN SPECTRAL RESPONSE (SDS): 0.50 SEISMIC SOIL SITE CLASS: D HOME INFORMATION: UNIT WIDTH: 27' - 0 " MAX. UNIT LENGTH: 40.3 ft. ROOF PITCH: 3.45/12 to 3.45/12 DESIGN LOADS: 40PSF FL. LL., 7PSF T.C.D.L., 8PSF B.C. D.L., 13PSF FL. DL. &, 10PSF B.C.L.L MAX. SIDEWALL HEIGHT: 90 INCHES TOTAL MATING WALL RIM JOIST BEAMS: (4) 2X10 #2 SPF RIM JOIST SPLICES: 5" X 6" MiTeK M20 metal plates each side MODEL #: CAR28403NBUC002992 OFF FRAME FLOOR PLANT NUMBER: 951 program version: 2.4 PDF created with pdfFactory trial version www.pdffactory.com FILENAME:951 I-3.R.S.C.12.6.4L) Page 1 OF 30 wAar 5' 4 NiV0.i 1. 1,qpv2od2 LE .E/c•c , dZ r- 1. • • V , 4. • Ikr) "\44, r -1-D 7 - - 3 33/ RJ 74?e /X,/ / c /-7467i /2eraii-e iti-A4vnit{)/(05-. e/eck/c/i/9zev,"71.,eeywie_LI fic, - Jo. 0.//. /.&5/7/ia,/ 1 '17,6°.41//7,6_,-;,- C e40/ APPROVED ‘.• SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDIN: DEP NT On0 -,7-155/40 By F LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE c1/411 rage of nf home @ 6768 CR 1'4 Buu-r- 4/ /%4 b rics, 7e7 • WAI" 4 ViVig'i '4` b a. 14 C. Ee0. E /6-c. , pia -7747 r Ve17-;- (c) 3/ --t 4. • -1 3 14 Ae/ 74/6/ 2fh"c/i-,40w5' geraiie it ifil-44 IAA /:a/t/ e/eth/ti//x/o7(ivi-/ ficv C •io'5,t‘f-e- /71/,7 d /774/c17te4P).7 APPROVED - • SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS - GARFIELD COUNTY B(JILDING DEP NT pat 7-29/61 By ELD COPY 'NO INSPECTION WITHOUT ,1 THESE PLANS ON SITE \jIpge of cu co +IW a SEPT -6-101608 1-1A 1-1C 1-1D 1-1 4-3 5-1A 5-15 6-1 9-1 9-2 10-1 11-1 12-90-60-A1 12-90-60-51 13 -Al 13-51 14-90-60-A1 14-90-60-51 15 -Al 15-A2 15-A3 15-51 16-2A 16-26 20-1 20-2 21-6OPSF INDEX COVER SHEET FIXTURE UNIT CHART SUPPLY FIXTURE UNIT CHART DRAIN FLOOR PLAN HVAC LAYOUT FLOOR FRAMING A SECTION FLOOR FRAMING 5 SECTION PWV ISOMETRIC FOR A SECTION SUPPLY ISOMETRIC COLD SUPPLY ISOMETRIC HOT GA5 ISOMETRIC ELECTRICAL PLAN A SECTION SIDEWALLS 5 SECTION SIDEWALLS A SECTION MARRIAGE WALLS 5-5ECTION MARRIAGE WALLS ENDWAL LS ENDWAL L5 PARTITIONS A SECTION PARTITIONS A SECTION PARTITIONS A SECTION PARTITIONS 5 SECTION ROOF LAYOUT A SECTION ROOF LAYOUT 5 SECTION EXTERIOR ELEVATION FRONT & RIGHT EXTERIOR ELEVATION SACK & LEFT FOUNDATION FLAN S. l rr�c oofi m Piitvt, e, ,. 5fAwrped RANI] CHULT SERIES 502E R E v I S I 0 N 5 BY BATE CPAEI MA1NNFA"{CTUR I NG , INC . CALCULATIONS AND MISC, 1. UNIVERSAL FOREST PRODUCTS TRUSS PRINT 2. REScheck COMPLIANCE CERTIFICATE 3.. ELECTRICAL FEEDER CALCULATION 4. LaSALLE AIR HVAC CALCULATION 5. FOUNDATION MANUAL 6. CONSTRUCTION DETAILS ANP CHARTS PLANT INFORMATION: CMH Man-ufacturing West, Inc. Schutt / Marlette Homes — PIant#951 231 N. Apache Road P.O. Box 915 Buckeye, AZ 55326 CONTACT INFORMATION: Ky Ghosh — Engineering Mgr. Darren NItz — Quality Aosurance Mgr. (623) 386-4495 — phone (623) 386-5817 — fax GENERAL NOT E S INNING TITLE INDEX �0 SUSM I IAL PACKAGE SO. BUC002992 PLiNI 951 NLSCR1PIION 28X40 26R-2BR MODEL NO. 1051CRR28103R DRAWN BY OBG ORIG. OM{ 06/07/2010 anrc PRIN EB 06/21/2010 SHLLU N0. INDEX Fi — 2303OE SPPY =IX .__. \ITS X D 1 0 1 C 0 D 0vE TOE 0 L 0 COLD �0B 2 EP!HTE . 0 1 ❑ 0 a4 2 . 2 P . 8 1 \_.,0 E SARS \ 100 1 ❑ 0 ._ n 1 ,1 101 0 S 0' \ 8 1 ❑ 0 1 0 0 ' . — _— — 1 < C _ \ S\ < 1 ❑ . 1 ❑ 0 _ ❑ 4 1 _ a4 1 DISRS —R 1 . (1- — " . 4 1 ❑� 1 p4 2 RVI— 0 0 ❑5 o n 7 1 1 1 . A H I C 05- I2:2❑(. -- 4 ❑� 4n�1 [RJ\1Y ___ � �.� �/ 1 ❑ _ 6 D 1 ❑ pi_1 ) L. ❑ / 0 L_ ❑ J E n i T 8 ID [ ! - - Imo` � J � _._ u n u r. .� u u r n ❑ ❑ u ❑ c i.i ❑ c n r ❑ ❑ ❑ ❑ ❑ ❑ � ._._.-. cI o r , u I �.. _.... __.. ` J. - - --- 0RRND SCHULT SERIES 5028 REVISIONS BY DATE DRBWING TITLE p 1 U p p �. Y F I X T U R U !ll T� �p p��+ 1 �+ 2006 KC X/KJL✓ V MODEL NAME BUC002992 50. FT. ] 088 GENERAL N o T s (�II MA�I7AC UR 1 NG r INC e PLANT 951 DESCRIPTION 28X40 2BR-2BR YODEL NO, 105 I CRR28403R DRAWN BY DEG ORIG. DATE 06/02/2010 DATE PRINTED SHEET N0. 05/16/2010 1—IC BRRNO SCHULT SERIES S028 REV 15 IONS BY ORTE G E NERAL NOT E S CMEI MANUFACTURING, INC. WRIER INLET CRN NOT RE MORE THAN 163 FEET FROM HATER SURGE DRAWING TITLE DRAIN FIXTURE UNITS 200 IC MODEL NAME 9UC002992 50. FT, 1088 PLANT 951 DESCR IPT ION 2BX40 2BR-28A MODEL N0. 1051CAR28403A DRAWN BY DDG MG.DATE 06/W/2010 DATE PRINTED 06/16/2010 SHEET NO. 1 -ID flBL I 3007 . I HPINfl� r_ I 5 - X _R- ea. ,ot EH I] P 4 _ :11, 0 1- sAns FR P 2 - 5 CA- R r < I: H N 5 N< P P L D S ,HSH-R P r TI L 1 P 2 A n1T- R CLOS- 8 E 1 H \ DI-\\`{ L H I' -N, BRRNO SCHULT SERIES S028 REV 15 IONS BY ORTE G E NERAL NOT E S CMEI MANUFACTURING, INC. WRIER INLET CRN NOT RE MORE THAN 163 FEET FROM HATER SURGE DRAWING TITLE DRAIN FIXTURE UNITS 200 IC MODEL NAME 9UC002992 50. FT, 1088 PLANT 951 DESCR IPT ION 2BX40 2BR-28A MODEL N0. 1051CAR28403A DRAWN BY DDG MG.DATE 06/W/2010 DATE PRINTED 06/16/2010 SHEET NO. 1 -ID IF HOME I5 PLACED ON SITE WHERE ANY WINDOW SILL IS LESS THAN 24" ABOVE FINISHED FLOOR AND.?2" OR GREATER ABOVE THE EXTERIOR GRADE A WINDOW GUARD MUST BE INSTALLED COMPLYING WITH ASTM F2006 PR ASTM F2092 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. 1 1 1 1 I 6x 5' 0 fASHEHR5555plf 2301511'I ELEC X -OVER 6'-G 2'-9 5'-0 7'--11 H T#1PE ER FLOOR---•- WR GFI 3636 n 1f1 IN FLOOR hi I LA MASTER BEDROOM 114.5 sqf O 97.55,R69 ?AG RAG CO %1\\. // f -\\- // ,� \ i : \ \\ 5\ ID 26'-i 5' 50RMER GFI KITCHEN 143.6 sqf 19'-6 PANTRY 124s24' KKYLIGHF 1110 " eA BATH 2 3660-E 4, _0_ _ i' RRG RRy PLANT LEDGE ' R i @ 84" eco IYYr: 14' FLEX TO FOU 6' LIVING ROOM 405.2 sqf 3660-E 11'-5 1 3060 306❑ GFI BEDROOM 2 86.B sqf 40.;c � RAG 7)c� + m 27'-7 36"5H.B69 3060 3060 y3B 5HEHR 0060 20 plf 2 30I5 40'-4 fi 1 30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1( 1 29 28 27 20 25 24 23 22 21 20 15 I8 17 10 15 14 13 12 11 I 9 8 7 6 5 4 3 2 1 0 ALL 15 & 20 AMP BRANCH CIRCUITS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OF SIMILAR ROOMS SHALL BE ASCI PROTECTED ALL 15 & 20 AMP RECEPTS TO BE TAMPER RESISTANT SMOKE AND/OR CARBON MONOXIDE ALARMS SHALL NOT BE ON CIRCUITS DEDICATED TO SMOKE AND/OR CARBON MONOXIDE ALARMS E:7 a o a. ¢ N 15 W 00 tro 2008 NEC: COMMUNICATION OUTLET REQUIRED CUSTOMER: KNIGIT MODEL NO: CAR28403A ROOF SNOV LORD: 46.2 GROUND SNOW LORD: GE WIND SPEED: 90 MPH SIDEWFLL: 90" SEISMIC: B DE5ILN LORDS HIND -ROOF Psr RETURN AIR REQUIREMENTS 90-10 020"x16' GRILL RE0U1RED 04'x10' GRILL Wi 2 172' DOOR UNDERCUT DOOR(51 MUST 8E UNDERCUT 2 1/2' MIN. (i)4")04" OR 6'x24' GRILL REQUIRED O INDICATES REOIJIRED NUMBER OF STUDS IN COLUMN a> THE 0 SPECIFIES THAT THERE CAN 8E NO HOLES IN STUBS IN COLUMNS BRAND SCHULT SERIES 5020 REVISIONS DY DATE GENERRL NOTES CMH MANUFACTURING, INC CEILING HEIGHT = 40-00 FLOOR FRAMING SPICING ' 2x10 16- 0.0. TOTAL WINDOW SOFT =S2.2 DRAWING 11TLL MASTER PLAN MODEL NAME BUC002992 SO- FT. 1088 PLHNT 951 DESCRIPTION 28X40 2BR-2BR MODEL N0- 1051CRR28403R DR966 8Y DBG ORIG. DATE 06/07/2010 DATE PRINTED 06/22/2010 SHEET N0. 1-1 BRAND SCHULT SERIES 5028 5" FLEX 11 t1 II k I TIC HEAT DUCT - 0 x 21 x 33'-2 218 " FLEX REVISIONS DATE CM11 MANUFACTU1RING9 INC HEAT DUCT - 6 x IB x 33'-2" I I II 6 " FLEX 11 II DD 5" FLEX 3' -II" 1 1 3'-6 510' 11 !� 8" FLE FLEX 3'-7" \1 GENERAL NOTES DRAWING TITLE 1 NL >I NE LOOP HVAC MODEL NOM BUC002992 50. FT, 1088 PLANT 951 DESCRIPTION 28x40 2BR-28R MODEL NO. 1051CFR28403R RAHN BY 088 ORIG. BATE 06/07/2010 DATE PRINTED 06/22/2010 SHEET ND. 4-3 m )11 / 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 11=1 9 B 7 6 5 4 3 2 1 11 1 1111111 HOSE BI BB 41 H B4 FBI B1 BIL LR B B4 $9 r 101 B4 85 e 99 TI1 HP $1 L jB9 B21- .13 40'-4' s9LEwALL 0 LRS o MRT LENGTH OPT USE IF/APPL. 01 12 2x9J 16" 62 2 B5 BS A 83 Dr 2x6J B5 010101 KIE 94 H5 B6 17 1/4" 85 / _lc 0 86 5 2x6J 12 1/4" BS B6 I BS B6 88 IT 2x6J 7 3/4" . 6 2x6J 12" 5 01 81 BI ED MARRIAGE HALL FLOOR JOIST SCHEDULE LRS OTY MRT LENGTH OPT USE IF/APPL. 01 12 2x9J 16" 62 2 2x6J 29' 83 I 2x6J 16 1/2' 94 5 2x6J 17 1/4" 85 6 2x63 14 1/2" 86 5 2x6J 12 1/4" 87 I 2x6J 12 3/4" 88 I 2x6J 7 3/4" 89 6 2x6J 12" HI 4 2x9J 484" JI I 2x9J 156' J2 1 2x9J 88" 33 1 2x9J 48 1/2" BRAN SCHULT SERIES 5028 REV 1510 N S BY BATE GENERAL NOT E S CMH MANUFACTURING, INC - DENOTES LOCATION OF PLUMBING BLOCKS FOR DRAIN LINES SET WATER AND DRAIN LINES ACCORDING TO IIIMENSICNS TUB ACCESS UNDER FLOOR BETWEEN FLOOR JOISTS ALL ]GIST DIMENSIONS RRE 10 CENTER UO NOT INSTALL INS OR BOT BR0 IN RECPOREA AREAS TART UTILIZE IRERTE 4 DRWWING TITLE FLOOR F AM l NO -A MATERIALS MODEL NAME BUC002992 50. FT. 1088 PLANT 951 DESCRIPTION 28X40 20R-2BR MODEL N0. 1051CFR2B403R DRAWN BY BBG RIG. DATE 06/07/2010 DATE PRINTED 06/16/2010 SHEET N0. 5-1R FLOOR JOIST SCHEDULE HB QTY MHT LENGTH OPT USE IF/RPPL. 81 12 2x97 15 82 5 2x67 14 3/4 83 12 2xS.I 14 1/2 84 5 2x81 12 1/4 85 2x BLU' -4" 10 1/4" BEN 2x67 7 3/4 H J 1N 2x97 484 2x9J 156 ri 1 93 H H MARRIAGE I4FILL SIDEWALL io 30 29 28 2? 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 BRRNO SCHULT SERIES S028 REVISI ONS BY DATE GENERAL NOTES DRAWING TITLE Irl[ kr�� Ia�� sA� R�Ip n �P-�y FL {, ® R f R I ilii I INO — L✓ 1 MATERIALS MODEL 8886 BUC002892 50. FT. 1000 - DENOTES LOCATION OF PLUMBING BLOCKS FOR DRAIN LINES SET WATER AND DRRIN LINES ACCORDING TO DIMENSIONS TUB HCCE5S UNDER FLOOR BETWEEN FLOOR JOISTS RLL JOIST DIMENSIONS ARE TO CENTER DO NOT INSTALL INS OR BOT BRD IN REC/PORCH RRERS THAT UTILIZE -MOIRE H3 H& MODEL N0. 1051 CRR28403R CMH MANUFACTURING, INC. IBIRIR FITL III 114 T B3 H4 B3 ifil ORIG. DATE OB/07/2010 DATE PRINTED 06/1B/2010 I B3 I .04E, DT 181 81 81 B3 D4 SIDEWALL io 30 29 28 2? 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 BRRNO SCHULT SERIES S028 REVISI ONS BY DATE GENERAL NOTES DRAWING TITLE Irl[ kr�� Ia�� sA� R�Ip n �P-�y FL {, ® R f R I ilii I INO — L✓ 1 MATERIALS MODEL 8886 BUC002892 50. FT. 1000 - DENOTES LOCATION OF PLUMBING BLOCKS FOR DRAIN LINES SET WATER AND DRRIN LINES ACCORDING TO DIMENSIONS TUB HCCE5S UNDER FLOOR BETWEEN FLOOR JOISTS RLL JOIST DIMENSIONS ARE TO CENTER DO NOT INSTALL INS OR BOT BRD IN REC/PORCH RRERS THAT UTILIZE -MOIRE PLANT 951 DESCRIPTION 28X40 2BR-2BR MODEL N0. 1051 CRR28403R CMH MANUFACTURING, INC. ARRAN BY ©BG ORIG. DATE OB/07/2010 DATE PRINTED 06/1B/2010 SHEET NO. 5 -IB TU3 KIT SIN { STOOL ICEM: {E COLD SUrFLY L v PIPE LEGEI\ 0 3/4„ 1/2" BRAND SCHULT SERIES S028 CME MANUFACTU E ING9 INC REVI S I ONS BY DATE GENERAL NOTES HOSE BI BBS PER SPECS OWNING TITLE SUPPLY PLUMI31NG MODEL NRME 8UC002992 SO. FT. 1088 PLANT 951 DESCRIPTION 28X10 20R -28A MODEL NO. 1051CRR28403R DRAWN BY OBG ORIG. BRIE 06/07/2010 DATE PRINTED 06/16/2010 SHEET NO. 9-1 TD KIT SIS { L V PIPE LEGEk D 1/2" BRAND SCHULT SERIES 5028 REVISIONS BY DATE MAN FACTURING, INC G E NERAL NOTES HOSE A[B8S PER SPECS DRAWING TITLE SUPPLY #2 NODCL NRNE B00002992 50. ET, 1088 PLANT 951 DESCRIPTION 28X90 2BR-23A MODEL NO. 1051CRR28403A DRAWN Dr OBG ORIG. DATE 05/07/2010 DATE PRINTED 06/16/2010 SHEET NO. 9-2 INLET FROM HITCH END 27,_11„ RANGE 54M BTU 0- _ FURN 7DM BTU 20' Column 259MBTLJ (MAX) IBBM HS SHOWN BRAND SCHULT SERIES 5028 REVIS I 0 N 5 f AY DATE GENERAL NOTES DRAWING TITLE %� %� GA 6/ 3 L1 f E Ma 'I I l�! MODEL NAME CAREFREE 50, FT. 1066 1. HAS BEEN SUBTRACTED FOR PIPE DIMENSIONS�p SHUT OFF VALVES f; FLEX CONNECTIONS PER 32130.705 DRIP LEG E WRIER HEfl1ER PER MANUFACTURERS INSTALLATION REOUIREMENTS PLANT 9 5 1 DESCRIPTION 28X10 3 B R- 2 8 H MODEL NO. 1051 CRR 2 8 4 03 R CM DRAWN BY HM ORIG. DATE 11/11/2009 DATE ERIN ED 11/13/2009 SHEET NO. 10-1 ay��2B SHEAR AREA I D pIf 2 J0151 HEAT TAPE \NEER FLQ0R-.--, ELEC X -OVER IN FLOOR MASTER BATH CFI X10 tee r, LJ UTILITY 6 MASTER BEDROOM 149.5 sqf 13 13 11 WR 3 GF10 I 13G R / FRG —..7.1 �.x c„. .' FLE 0" FLEX q 14" FLEX i/0 ®co __-LQ Ef3U . l'' ----- KITCHEN `` 13 - Ter 13 13 n 12 9 KITCHEN 143.5 sqf BEDROOM 2 06.8 sqf f q ELEC T R I CRL SCHEDULE [1R. BRK, CUPR [1R. BRK. COPA, I[]R.` BRK. COPA CIA. ARK. CBpR Nd.1 DESCRIPT[ON p VOLT5 R1RF I OESCRiPTION VOLTS H IH0 1 DESCRIPTION pyp, VOLTS 1 AIRF 1 NQ, 0E5CRIPTION RIT VOLTS 1 H]Rr 1 PORTABLE APR ITINCES 20 120 12 2 PORTABLE APPLIANCES 20 120 12 3 EXTERIOR GFCI 20 120 12 4 3[D XOI1 2 15 120 14 DRANO SCHULT SERIES 5 BATH 2 E KlT0-04 LIG}OS I5 120 14 BATH 1 DILL LIGHTS 15 120 14 HASHER RECEPI. 20 120 DRYER RECEPT. 30 240 10 9 PISHWA511ER 15 120 11 10 BRTHRO00 GFCI 20 120 12 GAS FORNRCE IS 120 14 12 LIVING 0000 IS 120 13 MASTER IE00CR 15 120 11 12 12 LIVING ROOM 405.2 sqf 11i! MIMS 3 GF[ 12 R 00Ry 20 pIf 2600 J0TSRRES -t 1 a L SMOKE AND/OR CARBON MONOXIDE ALARMS SHALL NOT BE ON CIRCUITS DEDICATED TO SMOKE AND/OR CARBON MONOXIDE ALARMS 2008 NEC: COMMUNICATION OUTLET REQUIRED S02B CMH MANUFACTURING, INC REVISIONO BY BATE GENERAL NOTES ALL ALL 15 & 20 AMP RECEPTS TO BE TAMPER RESISTANT 15 & 20 RMP BRANCH CIRCUITS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOM5, RECRLRTION ROOMS, CLOSETS, HALLWAYS, OF SIMILAR ROOMS SHALL BE RFCI PROTECTED DRAWING TITLE ELECTRICAL PLAN MODEL NRNE BUC002932 50. FT. 108B PLANT 951 OE5CRIPTIQN 28X10 2BR-2BA MODEL 110. 1051CAR28103R ORM BY 0 BG OR1G. DATE 06/07/2010 ORIF PR1N ED 06/21/2010 SHEET N0. 11-1 11_ 1 1 N. 1 1 IN 1 1 INI * 8 30 h6 3 SPF 85 112' B 2 2x6 3 SPF B1` C 11 2x6 3 SPF I@ Irl' B 2 216 3 SPF 41 1/4' E 2 2x6 3 SPF 35 112' 3 16 2x6 3 SPF 113/4' 11 30 2x6 3 531 4' N 4 2x6 ] SPF 1 3,2' I 3 2x6 3 SPF 464' F 1 2x4 3 533 B5 1/2' 1 1 24 3 SF 36 112' L 8 2x6 3 SF 33 112' 31 4 2x6 3 SPF 30 112' 11 2 2x63SPF ID' 1N 1 E 1L IN 1 INN 1 —EMM N U M IMI 1 NW 1 1:: N M 114 40-4 48 I LR LR LR LR LR LR ER 32 32I 10 4B 48 49 48 LR / 35 1/4 11138 3/� t MBR MBR MAR 48 / 48 36 / t ApCI 1 GM:1111 1M F G1.1 a 03i7GIC Elms__ p 141© ...I © ml 1 33660 v j E x .1Cl C LI ( i1l7 m 3060 o m 3060 i Q a 3060 m - 3060 [ E C ® C] 4 ,../ \ on NLS 3'0 FRIli F.4 d ' 1 4 112 1i 03 itII � r I i ' 38 136 1/2 178 1/2 12-9 1/2 24-6 3/4 35-5 112 3 114 k). 1 1 I 1 1 I 1 1 1 1 1 1 1 I I 1 1 I 10 11 12 13 14 15 16 37 18 19 20 21 22 23 24 25 26 27 20 29 30 —0 - BROW SCHULT SER1L5 5028 REV 1 5] O N 5 BY RTL CMH MANUFACTUIRING, INC GENE RRL NOTES BBB ING TITLE SIDJEWALLS 5 -UNIT WINO -90160# MODEL NOME BUC002992 50. FT. 1088 PLRNT 951 DESCRIPTION 2E000 28R-2BR NOBEL NO. 1051CRR2B403R 08888 BY OBG ORIG. 53111E 06/07/2010 ORTE PRIN EO 06/16/2010 5HE01 N0. 12-90-60-81 MW1A A 12 2x4 3 SPE 109' 9 3 2x4 3 SPF 30' 90 2CL LIN -HAL 2BR 32 3/4 / 10 12 1/1 1] L'1 11 MW2A B 1] 2x4 3 SPF I09' B 4 2x4 3 SPF 26 1/2' C 3 2x1 3 SPF 140' B 1 2x4 3 SPF 31 3M' Ed IK 140 1CL iCL MAH MSH 4B 16 32 14 , 0 p-` 0 H4i3 1� ,.® N m 4 l] 21 1/2 103 1/4 BRAND SCHULT SERIES S028 REVISIONS BY BATE GENERAL NOTES CMH MANUFACTU f\ I NG , INC OWNING TITLE MA R P 1 AGE WA L L 5 A -UNIT MODEL NAME BUC002992 GO. FT. 1088 PLHNT 951 DESCRIPTION 28X10 213R -28R MODEL NO. 1051 CAR284 03 R DRAWN BY DBG ORIG. ANTE 06/07/2010 DATE PRINTED 06/16/2010 SHEET N0. 13-R1 MWIB A 10 214 3 SPF 109' B 3 214 3 SPF 9B' 2 IMO .N N N N N $ 90 LO 40 40 1 Gl 0 � A Cl r 0 • C MW2 B A 33 214 3 SPF 139' B 4 2z4 3 SPF 20 1/2' C 3 214 3 SPF 140' 0 1 214 3 SPF 31 3/4' N MDR 44 4B 40 11111.1111 Mill D to 0 Q G] 1 III 0P 1 of m 103 1/4 M v 71 1/2 BRAND SCHULT SERIES 5028 REV I S ION S BY [ DATE GENERAL NOT E S CMH MANUFACTURING, INC DARNING TITLE MARRIAGE WALLS 5 -UNIT MODEL NRME 800002992 56. FT. 1066 PLANT 951 DESCRIPTION 26X/0 2BR-2BR MODEL NO. 1051CRR28403R DRAWN BY OBG ORIG. DATE 06/07'2010 DATE PRINTED 06'E6'2010 SHEET N0. 13 -Bl EWIA H I 2x6 3 SPF 110 7/9' H 1 2x6 3 SPT 108 I/2' C 1 2x6 3 SPF 100 I/9' 0 1 2x6 3 5PT 105 1/2' E 1 2x6 3 SPF 103 3/4' F 1 65 3 SP{ 101 3/3' G 1 2x6 3 SPF 90 7/8' 14 1 66 3 SPF 96 1/2' 1 1 26 3 SPF 91 I/3' J 1 26 3 SPF 91 5/8' K 1 2x6 3 SPF 89 1/1' L 1 2x5 3 SPF 07 5/8' 11 1 26 3 SPF 157 1/1' N 1 2x6 3 SPF 156' CO 1.11 01 WIINNKNOINNN 156 2BR 26R 2BR 2CL 2B 48 44 1/8 35 7/8 0 E 1,1 EW2A A I 2x1 3 SPF 110 1/0' 8 I 2x6 3 SPF 100 1/2' C 1 2x6 3 SPF 106 1/0' 0 I 2x6 3 SPF 103 3/4' C I 2x6 3 SPF 101 1/2' F 1 2x6 3 SPF 91 1/2' G 1 2x6 3 SPF 96 1/2' H 1 2x0 3 SPF 94 1/0' 1 1 2x6 3 SPF 91 5/0' I 1 2x0 3 SPF 09 1/4' K 1 2x6 3 SPF 0? 5/0' L 3 2x6 3 SPF 40 1/2' N I 2x6 3 5PF 10 7/0' N 1 2x6 3 5PF 151 1/2' 0 1 2x6 3 PI 156' P 1 Ix3 3 PI 92 1/0' 0 2 2x6 3 SPF 24 1/2' R 1 2x6 3 SPF 21 1/4' S 1 2x6 3 SPF 17 3/4' T 1 2x3 3 SPF 14 1/2' U 1 2x3 3 SPF 10 3/4' 156 48 48 M8H 48 12 0 CO 2439; a E 63 3/4 .69 zrr BAND SCHULT SERIES 5028 REVISIONS Y DRTE GENERFIL NOTES Chi MANUFACTLJIRING, INC ORRNING TITLE ENDWAL L5 A -UNI T WINO 90/60# MODEL NAME BUC002992 50. FT. 1088 PLRNT 951 DESCRIPTION 28X10 2BR--2BR MODEL NO. 1051CRR28403A 1RRWN BY DBG ORIG. DATE OS'0?'2010 DREE PRINTED 06'16'2010 SHEET NO, 14-90-60—R1 EW1B EW2B 11 14 14 14 14 14 14 14 14 14 14 NM 14 N oa 14 oa 1a 11 1 156 156 A l 2x6 3 SPF 110 7/0' 0 1 2x6 3 SPE 109 1/2' C 1 2x6 3 SPF 106 I/O` o 1 2.6 3 SPF 103 3/4' 10 LR 40 48 48 12 1 2x6 3 SPF 1111 1/0' 3 1 2x6 3 SPF 109 1/2' C 1 2x6 3 SPF in; 1/13' B 1 2x6 3 SPF 103 3/4' PER 12 16 40 40 E 1 2xS 3 SPF 101 3/8' F 1 2x6 3 SPF 98 2/0' , G 1 2x6 3 SPF 96 i/2' 11 1 2x3 3 SPF 91 1/0' I E 1 2x6 3 SPF 101 3/8' F I 2x6 3 SPF 90 2/8` 0 1 2x3 3 SPF 96 1/2' 0 1 2x8 3 SPF 95 1/2' 1 1 2x6 3 SPF 89 3/1' 1 1 2x6 3 SPF 09 I/4' / r©��i i 0 1 1 2x6 3 SPF 91 5/0' 3 1 2x6 3 SPE 89 1/1' 1! 1 2x3 3 5PF 07 5/8' L 1 2x6 3 SPF 157 1/2' 0 1 2x5 3 5PF 156' n ❑ [] [] [] LJ ❑ ❑ ii LJ 00 K 1 2x6 3 SPF 87 5/0' L 4 2x6 3 SPF 16 3/4' 0 1 2x6 3 SPF 12 5/8' 14 1 2x6 3 SPF 10 1/0' 57 1/2' 0 2x6 3 SPF T.K 0 3 2x6 3 OFF 1 36 152' cm It 1 2x6 3 5PF 13 3/4' S 1 2x6 3 5PF B 1/2' —I-0 1 .6 ! H 6 F 1 C ❑ E 0 O L 00 0 I03 1/2 BRAND SCHULT SERIES S028 REVISIONS BY BRIE G E N E RRL NOTES DRAWING TITLE E r y�ly 1 p 13—LIN 1�1 9 eiR/ 61 L L 5 I T tl 8�9�V /NO -90160# S � H—� ��� ��� MODEL NAME SO. ET. 1 OBB CMH IUFACTUR I NG , INC. PLANT 951 DESCRIPTION 28X40 2P -213A MODEL N4. MODEL 1051 CAR28403F1 DRAWN BY OBG ORIG. DATE 06'07'2010 BATE PRINTED 06/16/2010 SHEET N0. 14-90-60—B1 N . N N .1 M NL.I! N 1 N-Nfl N 1i MI 1... N N. N. N D N Jl NN N 1 11 1 r SWIA H 33 2x6 3 5PF 85 1/2' B 2 2x6 3 5PF 82' C 2 216 3 5PF 81 1M' 0 2 76 3514 78 2/2' F 4 26 3 SPE 44' F 1 Ix6 3 SPE 11 1/4' G 1 26 3 SPE I6 3/4' H 4 26 3 SPE 3 1/2' I 3 2x6 ] SIM 484' 3 4 2x4 3 SPF 85 I/2' K 3 2x4 2 5PF 12 I/4' E 2 050.1/16 411'1' 8 6 2x4 254 39 1/2' 14 4 055.7115 391/2' 6 2 66 359f 36 1/2' P 1 2x63510 I8' 40-4 48 MBH ' MBH !2L UTL NTL 890 KIT 36 31-8 32 f 14 48 3 li 32 1/4 18 1/2 KIT 48 KIT 48 43 48 O. 3'0 134 28-8 �x 2 3/442 lit I I 1 1 1 1 III II 30 29 20 27 26 25 24 23 22 21 20 19 KIT • 280 200 25 1/4 22 3/4 4 124 i3 14 6r 234 48 2BR 48 =NEMEtt itIX 3436 u 0 d 16-3 3/4 314 I 1 1 I 1 1 1 I I 1 I 18 17 16 15 14 13 12 Il 10 9 3/4 35 3/4 DRHND SCHULT SERIE5 5029 R E V I 51005 Y NATE G E N E R A L NOTES CMII MANUFACTURING, INC. DRAWING TITLE S I P EWA L L S A- UN I T WINO -90160# MODEL NAME 9UC002992 S0. FT. 1088 PLANT 951 DESCRIPTION 28X40 20R-200 MODEL NO. 1051CRR2B4031R DAWN 8Y DBG ORIG. DATE 06/07/2010 DATE PRINTED 08/22/2010 SHEET NO. 12 -90 -60 -AI 1 A A 7 lx] 3 SPF 105 1/2" B 3 2x3 3 SPF 23' C 2 2x3 3 SPF 54' 0 1 2x3 3 SPF 2S 1/4" 0 mm 111 54 LIN -NAL 2CL 16 1/4 37 3/9 29 1/4 3 A2 R 1 2x3 3 SPF 110 I/4' B 1 2x3 3 SPF 108 I/O' C 1 2x3 3 5PF 101' 8 1 2x3 3 SPF 30 I/8' E 1 2x3 3 SPF 30' n 30 LIN-HRL 30 A3 0 1 2x3 3 SPF 110 1/4' 8 2x3 3 5PF 110' C 2x3 3 500 106 3/8' D 2x3 3 SPF 105 I/2' E 2x3 3 5PF 25 3/8' F 2x3 3 5PF 33 I/8' G 2x3 3 5PF 33' H 2x3 3 SP0 27 1/4' f 2x3 3 5PF 24 I/0' 3 2x3 3 5PF 22 I/4' 33 LIN -HAL l A4 fl I 2x3 3 SPF 110 I/4' B 1 213 3 SPF 110' C 1 2x3 3 SPF 101 5/8' B I 2x3 3 SPF 101 3/8' E 1 2x3 3 SPF 104' F 1 2x3 3 S70 101 7/8' G 1 2x3 3 SPF 99 1/2' H I 2x3 3 SPF 97 1/8' f I 2x3 3 SPF 54 3/4' T 1 213 3 SPF 52 1/4' 9 2x3 3 SPF 69 7/8' L I 2x3 3 570 8] 4/8' H I 2x3 3 SPF 26 5/8' N 1 2x3 3 570 24 1/4' 0 1 2x3 3 SPF 153 3/8' P 1 2x3 3 SPF 151 2/9' 0 1 2x3 3 SPF 34 1/4' R 1 2x3 3 SPF 21 1/4' 5 I 2x3 3 ST 22 3/9' T 3 2x3 3 570 11 I/2' trl CFI 14 151 7/B 208 90 2011 40 200 13 7/B ir LR 46 I A5 A 1 2x3 3 SPF 104' 13 2 213 5 104' C 4 2x3 3 5PF 21 I/2' 0 2 2x3 5 13 3/4' E 2 63 3 5PF 09" F 1 63 3 SPF 31 3/4' i 60 105/B LR 41 3/B MED CAB 3 51 { 34 314 • 3 A6 A 1 2x43SPF 1045/8' B 1 113 3 570 1114 1/4' C 1 64 3 5PF 101' 0 I 64 3 5PF 101 7/0' E 1 2x4 3 530 99 1/2' F I 64 3 5PF 97 1/13' G 1 64 3 PI 94 3/4' H I 2x4 3 591 92 1/1' 1 1 64 3 SPF 91' 3 1 64 3 571 BB 5/0' N 1 64 3 SPF 07 5/0' L 1 2x4 3 SPF 115 1/2' H 1 64 3 SIT 114 3/8' Na NON I4. K. 11 114 3/8 0.1 A? A 3 2x3 3 SPF 104 1/2' 0 2 2x3 3 SPF 26 1/2' 1 25 1/2 LR A8 fl B 2x3 3 SPF 10B 1/8' B 2 213 3 SPF 29' C 2 2x3 3 5P1 20 1/0' D 2 2x3 3 SPF 86 1/2' E 4 2x33SPF 18' 06 1/2 NIT 36 I/O i II L"1 Q E`.'1 m 18 36 54 72 BRAND SCHULT SERIES S028 REVISIONS 13Y OR TE CMN MANUFACTURING, INC GENERFIL NOTES 4. FOR WEDGE DETAILS, REFER TO TYPICAL 0RIWING 21PC-5 DRAWING TITLE PARTITIONS A ---UNIT MODEL NAME BUC002992 5O, FT. 1088 PL8NT 951 DESCRIPTION 28X40 2BR-2BR MODEL NO_ 1051CRR28403R DRAWN BY DBG ORIG. DATE 06/07/2010 DATE PRINTED 06/22/2010 SHEET N0. 15 -RI A9 R I 2x3 3 5PF 91 3/4' B I 2x3 3 SPF B9 5/8' C 1 2x3 3 SPT B2 5/B' 0 I 2x3 3 SPF 29 I/8' E 1 2x3 3 SPF 29' • CO 01 01 29 RAW Al0 A 4 2x3 3 SPF 92' B 3 2x3 3 SPF 25' C 2 2x3 3 SPF 32 1/2' 0 I 2x3 3 SPF 24' Pt f 321/2 RAW T. All 9 1 2x4 1 SPF 9l 3/4' B I 2x4 3 SPF 30 1/2' C 1 Zx4 3 SPF 88' B I 2x4 3 SPF 91 5/8' E 1 2x4 3 SPF 29 1/8' F 1 2x4 I SPF 29' CO M 29 8811 29 l 6,1 Alt A 1 2x3 3 SPF 110 1/4' 8 i 2x3 3 SPF 100 3/4' C i 2x3 3 SPF IBA 1/4' 0 i 2x3 3 SPF 106 1/4' E 1 2x3 3 SPF 103 1/8' F 1 2x3 3 SPF 103 5/0' G 1 2x3 3 SPF 101 1/2' A 1 2x3 3 SPF 99 118' I 1 2x3 3 SPf 90 3/0' 3 1 2x3 3 SPF 97 314' K I 2x3 3 SPF 92 3/4' L 1 1x0 3 SPF 92 1/8' R I 2x3 3 SPF 14 I/O' H I 2x3 3 SPF 11 3/4' 0 I 2x3 1 SPF 124' P I 2x3 3 SPF 122 7/8' 0 I 1x3 3 SPF 107 7/8' R I 2x3 3 SPF 32 I/4' S I 2x3 3 Pr 15' T I 2x3 3 SPF ID 3/8' i m N m 14 1 122 7/8 IJIL 3 1/4 RAW 35 VI ICL 413/0 R13 A 9 2x3 3 SPF 90 1/1' S I Ix4 3 SPF 98 1/4' C 3 2x33SPE- 153/4' D Z 2x3 3 SPf 70 1/2' E I 2x3 3 SPF 20 1/4' 01 DNA 76 1/2 MBN ICL 8811 5 1/4 27 3/4 33 1/2 25 1/4 3 A14 A 4 2x3 3 5PF 103 I/2' 0 2 2x3 3 SPF 35 1/4' 35 174 R814 l R15 A 1 2x3 3 5PF 103 1/4' B 1 2x33SPF 101' C i 2x3 3 SPF 98 3/4' 0 I 2x3 3 SPF 31 7/0' E 1 2x3 3 SPF 31 3/4' 1.0 Ale A I 2x4 3 SPF 110 1/4' 8 I 2x4 3 SPF 100 1/4' E 1 234 3 SPF 100 5/8' 0 I 2x4 3 5PF 102 1/2' E 1 234 3 SPF 101' F 1 2x4 3 SPF 98 3/4' G 1 2x4 3 SPF 23 3/8' A 1 2x4 3 5PF 20 7/8' 1 1 2x4 3 SPF 18 1/2' J 1 2xI 3 SPF 22 7/8' K 1 2x4 3 SPF 26 I/4' L ] 2xI 3 SPf 23 7/8' H 1 2x4 3 SPF 20 I/O' 77 7/8 • ICL BRAND SCHULT SERIES 5028 CSI MANUFACTURING, INC REVISIONS AY DRTE GENERAL NOTES I. FOR WEDGE DETAILS, REFER TO TYPICAL DRAWING 21PC-5 DRAWING TITLE PARTITIONS A -UNIT MODEL NAME BUC002992 5O. ET. 1088 PLITNT 951 DESCRIPTION 28X40 2BR-284 MODEL NO. 1051CAR2B403R DRRWN BY 0BG 0R1G. DRTE 06/07/2010 DATE PRINTED 06/22/2010 SHEET NO. 15-R2 Al? 8 1 2x4 3 SPF 98" 8 1 2x1 3 SPF 97 1/8' C 1 2x4 3 5PF 96 1'8' 8 1 2x4 3 SPF 93 3;4' E 1 2x4 3 SPF 92 1/4' F 1 2x4 3 SPF 91 318' G 1 2x4 3 5PF 37 3;4' N 1 2x4 3 5PF 87 5/8' 1 1 2x4 3 SPF 65 7J8' J I 2x4 3 SPF 7I 5/8' K I 2x4 3 SPF ?I' L 1 2x4 3 SPF 22 1/2' CO 7I BAND SCHULT SERIES 5028I. L REVISI 0 N 5 TRY ➢RTE ] GENERAL NOTES DRAWING TITLE PARTITIONS A -U �t� �( MODEL NAME BUC002992 SO. FT, 1088 FOR HEDGE DETAILS, REFER TO TYPICAL DRAWING 2IPC 5 PLANT 951 pESCR1PTi0N 2BX90 2BR SBR NOpfL NO. I051CRR2B403R A1Ri]( `�7� MANUFACTURING, I NC o CM3 DRAWN BY DBG ORIG, DATE 06/02'2010 BATE PRINT E➢ 08/22/2010 SHEET NO. 15-R3 B H 2x3 3 SPF 110 I/4" 8 2x3 3 SPF 119' C 1x3 3 SPF 104 5/8` 9 2x3 3 SPF 104 3/0" E 2x3 3 SPF 101 7/0 F 2x3 3 Pi 99 1/2' G 2x3 3 SPE 97 1/8' N 2x3 3 5PF 94 3/4' 1 2x3 3 SPF 52 1/4' J 2x3 3 SPE 89 1/8' K 2x3 3 SPF 02 5/0' L 2x3 3 SPF 20 5/0' 11 2x3 3 SPF 74 1/4' N 2x3 3 SPF 153 3/8` 0 7x3 3 SPF 151 7/0` P 2x3 3 SPE 34 1/4' 0 2x3 3 SPF 27 1/4" N 2x3 3 SPF 22 3/8' 77/8 MB m 40 48 149 7/0 1 114 51 01 BRAND SCHULT SERIES 5028 ,CMH MANUFACTURING, INC REVISIONS [BY BETE GENERAL NOTES I. FOR WEDGE DETAILS, REFER TO TYPICRL DRAWING ?IPC -5 RRWING TITLE PARTITIONS B -UNIT MODEL NRME BUC002992 5O. FT, 1088 PLANT 951 DESCRIPTION 28X10 29R -213R MOREL NO. 1051CRR2B403R DRAWN BY OBG ORIG, BRIE 06/07/2010 DATE PRINTED 06/16/2010 SHEET NO. 15-81 PBL TRUSS 30 29 29 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 w LJ w OVERHANG 2''-2; 1 X 6 FASCTR iii i PER SPECS ~� 11'-3" it 19'-6" l:'-4 3'-7i 5'-I1 DBL TRUSS OVERHANG 2 X 3 OUTLOOKERS ON EDGE NOTE: QUANTITY AND SPACING MAY VARY N/ WIND LOAD OR ROOF LORD OR FAVE OPTIONS REFER TO DAPIR ROOF SEC. 22'-R" 24"LVL 40'-4" 7'-4" PER SPECS Ii COMPRESSION STRIPS 1Y RIDGE BERM CATHEDRAL CEILING BRAND SCHULT SERIES 9020 CMH MANUFACTURING, INC" R E V 1 5 IONS BY DATE GENERRL NOT E S RLL BRIDGE BLOCKS SHOULD BE IB' LONG +/- I/4' UNLESS OFF NOD TRUSSES DICTRCE LENGTHS TO BE DIFFERENT IkMxr""REPRESENT N0 SPLICES IN EDGE RRILIB=BUTTON/T=TOP1 DRAWING TITLE 16 V o L! . ROOF —! S MODEL NRNE BUC002992 S0. FT. 1088 PLRNT 951 DESCRIPTION 28X10 20R-200 MODEL ND. 1051 CAR2B403A DRAWN BY DBG ORIG. BRIE 0B/07/2010 BRIE PRINTED 06/21/2010 SHEET N0. 16-2A II - I'' -QT � i �...:0 KY HI I1'24:,...4 t. ID' 00 l ti 1 v -I F 24.'-4 - 36'"64 - O 115 RN m ^ Y + ' d VTR 36'4'1 J A mm wm Qm ID' -0 . I m m 0 / VTR i �C' ;moi RIR ".6-E ;:co is 1 VTR Cp ,--' � i J./ FOR 9i' 3' -IQ AIR RETURN} ` '� REIURN m 7'-4 �'m RETURNI / .s T 11 D PER SPECS ~� 11'-3" it 19'-6" l:'-4 3'-7i 5'-I1 DBL TRUSS OVERHANG 2 X 3 OUTLOOKERS ON EDGE NOTE: QUANTITY AND SPACING MAY VARY N/ WIND LOAD OR ROOF LORD OR FAVE OPTIONS REFER TO DAPIR ROOF SEC. 22'-R" 24"LVL 40'-4" 7'-4" PER SPECS Ii COMPRESSION STRIPS 1Y RIDGE BERM CATHEDRAL CEILING BRAND SCHULT SERIES 9020 CMH MANUFACTURING, INC" R E V 1 5 IONS BY DATE GENERRL NOT E S RLL BRIDGE BLOCKS SHOULD BE IB' LONG +/- I/4' UNLESS OFF NOD TRUSSES DICTRCE LENGTHS TO BE DIFFERENT IkMxr""REPRESENT N0 SPLICES IN EDGE RRILIB=BUTTON/T=TOP1 DRAWING TITLE 16 V o L! . ROOF —! S MODEL NRNE BUC002992 S0. FT. 1088 PLRNT 951 DESCRIPTION 28X10 20R-200 MODEL ND. 1051 CAR2B403A DRAWN BY DBG ORIG. BRIE 0B/07/2010 BRIE PRINTED 06/21/2010 SHEET N0. 16-2A 40'-4" ID' -4" CATHEIIRAL CEILING 22'-B" 11'-3" 11" 24" LVL 19'-S" OVERHANG PER SPECS MOHEAWN**IE* 31'-4 DBL TRUSS 30'-0 1 RIDGE BERM COMPRESSION STRIPS OVERHANG 1 PER SPECS 2i-4 XRIR r PIR -�RETLI4N--RETURN RIR �r:� RETURN 34'-0 29' -IU 1=m 26'-0 14'-0 / 28'-2i 1 X 6 FASCIA 30 29 28 27 25 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 0 2 X 3 OUTLOOKERS ON EDGE NOTE: QUANTITY AND SPACING MAY VARY W/ WIND LORD OR ROOF LOAD OR ERVE OPTIONS REFER TO DRPIA ROOF SEC. DBL TRUSS BRAND SCHULT SERIES 5028 REVISIONS BY DATE G E N E RRL. NOTES CM11 MANUFACTUR I NG , INC. RLL BRIDGE BLOCKS SHOULD HE 1B' LONG +f- I/4' UNLESS OFF IMOD TRUSSES DICTHTE LENGTHS TO BE DIFFERENT Nuoixw*REPRESENT NO SPLICES IN EDGE RRILIB=BOTTOM/T=TOPI REINING TITLE ie O C. ROOF -13 MODEL NAME BUC002992 S0. FT. 1088 PLANT 951 DESCRIPTION 28X40 28R-21311 NOBEL N0. 1051CRR28403R DRAWN BY 0 BG OR/G. DATE 06/07/2010 DATE PRINTED 06/21/2010 SHEET NO. 1B -2B 2P-1 @' DORMER 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 00 1 0 15" wppLL •'{ e -k 3 EXTERIOR ELEVATION FRONT QtsGoithf 3(1 Flzasr otp-n4 t orrprv. a "s c-04�i`i! l Lr 4`-1 ete,A-z c_014 -r- Cpg► oT1H0 �- -_ 3 y R�.>� 4.R Cour (cg/,-fl/4 s STING ) 713 1)-mo4-1'10g CUHok4 DRAu spact.. .zoo 5 . - ec ,I<[' c t ° 8. z / exc . rfsfio/ Sec N C 1 r'2. 1. 7 EX-EJQOR ELEVA'ION R GH- 1 1/ p:,, Le� ..L c, -S, f dtls-7 5 trveY 34 il'ija:Afi qrkk KAI air< 4-4111Sek telAt i "• BRAND SCHULT SERIES SO28BUC002992 0 8Y i'/ %/ DRAWING TITLE EXTERIOR XTERIOR ELEVATfON MODEL NAME 15" wppLL •'{ e -k 3 EXTERIOR ELEVATION FRONT QtsGoithf 3(1 Flzasr otp-n4 t orrprv. a "s c-04�i`i! l Lr 4`-1 ete,A-z c_014 -r- Cpg► oT1H0 �- -_ 3 y R�.>� 4.R Cour (cg/,-fl/4 s STING ) 713 1)-mo4-1'10g CUHok4 DRAu spact.. .zoo 5 . - ec ,I<[' c t ° 8. z / exc . rfsfio/ Sec N C 1 r'2. 1. 7 EX-EJQOR ELEVA'ION R GH- 1 1/ p:,, Le� ..L c, -S, f dtls-7 5 trveY 34 il'ija:Afi qrkk KAI air< 4-4111Sek telAt i "• BRAND SCHULT SERIES SO28BUC002992 L REVISIONS 8Y OATE GENERAL NOTES DRAWING TITLE EXTERIOR XTERIOR ELEVATfON MODEL NAME S0S0. FI. 1088 PLANT 951 DESCRIPTION 28X1D 2BR-28R MOUEL N0. 1051CRR28403R CMH MANUFACTUR 1 NG , INC. DRAWN DY DOG ORIG. DATE 06/07/2010 GATE PRINTED 06/21/2010 SHEET NO. 20-1. 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 I I I I I I l 1 1 1 I I I 1 I 1 1 .1 1 1 1 1 .i 1 1 1 1 1 1 IT 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 II 11 f ] 1111-11111111111 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 11111 1111111 1 I 1 1 1 1 1 .1 I J 1 1 1 1 i 1 I 1 1 1 1_ 11 11111111 1 I { 1 1 1 1 1 1 1 ! 1 1 1 1 1 I I 1— 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 T 1 0 RACK ELEVAT[ON _EFT ELEVAT BRAND sCHur~ r SERIES solaEXTERIOR REVISI 0 N 0 BY AWE GENERAL NOTES •DRAWING TITLE X T �, R I O R �, L E V A T I O N MODEL NAME 1�uca02s32 SO. FT. l ana CMH MANUFACTURING, INC, PLANT 351 DESCRIPTION 29X10 21312-2BA MODEL NO. 10510RR28903A1 DRAWN BY DOG ORIG. DAIL 06/07/2010 DATE PRINTED 06/22/2010 SHEET NO. 20-2 IMPORTANT; THIS FOUNDATION DRAWING IS MODEL SPECIFIC AND ILLUSTRATES THE BASIC LAYOUT ONLY. FOR FOUNDATION CONSTRUCTION, FASTENING AND SECUREMENT DETAILS YOU MUST REFER TO THE MODEL SPECIFIC FOUNDATION MANUAL INCLUDED WITH THIS HOME. SERVICE ENTRANCE LEGEND F-1= ELECTRICAL DROP Inl= WATER INLET 1"1= DWV PLUMBING DROP = GAS INLET G NOTE: ALL LOCATIONS RRE APPROXIMATE 34'-10" WATER 28'-5" ELECT 25,_8„ GAS 410'-1" WIND SPEED: 90 MPH, EXPOSURE: SEISMIC CATAGORY: R -C MAIEWHLL GIRDER REHM: (1)2X10 #2 SPF GIRDER REAM GANG NAIL: MT20 5X8 5e.e /.4-7e .S. 1 PIER LEGEND 1111. SUPPORT RT MATING COLUMN 11 SUPPORT UNDER MATING WALL MRXIMUM SPACING 6.2' SUPPORT UNDER MATING OPENING MAX/MUM SPACING BM' 1111= SUPPORT RT PORCH/RECESSED ENTRY = SUPPORT UNDER RAIN I -BERM Ego. SUPPORT UNDER PERIMETER WRLL [--1. SUPPORT RT CROSS I -BERM BASEMENT CRAHLSPACE VENTILATION VENTILATION IS RASED ON 144 50. IN. OF VENT FOR EVERY 150 S0. FT. OE CRAWLSPRCE AREA WITH APPROVED VAPOR RETARDER MATERIAL. ONE SUCH VENT MUST HE WITHIN 3 FT. OF EACH CORNER 1089 S0. FT. OF CRAWLSPACE AREA 1046 S0. IN. OF VENT REOUIREO 21 VENTS NEEDED e 52 50. IN. ERCH 1092 O. IN. VENTILATION INSTALLED MINIMUM CRRHL SPACE IB' MIN CLEARANCE DELDW IIOTTOM OF FLOOR JOIST, GROUND TO BE COVERED W1TH APPROVED VAPOR RETARDER MATERIAL. INSTALL SWITCHED LIGHT RNR GLC] RECEPT RT CRAWL SPACE ENTRRNEE FOR SERVICE OF MECHANICAL EOUIPMENT PER NEC - 210-70 ICI NOTE: MASONRY UNITS FOR STAND ALONE PIERS SHALL BE LAID IN TYPE 'M' OR 'S" MORTAR OR SHALL BE COVERED WITH SURFRCE BONDING CEMENT COMPLYING WITH ASTM C 887. SURFACE BONGING CEMENT SHALL BE APPLIED IN STRICT COMPLIANCES W TH THE CEMENT MANUFACTURERS INSTRUCTIONS. BOTTOM COURSE SHALL BE LRIO IN TYPES 'M° OR 'S' MORTAR OR SURFACE BONDING MORTAR (CEMENT). NOTE: THE FOUNDATION WIDTH SHORN 27'-G' IS IDENTICAL TO THE OVERALL FLOOR WIDTH OF THE HOME. THE FOUNDATION MAY BE CONSTRUCTED UP TO 1 1/2' WIDER TO COMPENSATE FOR PRODUCTION AND RSSEHBLY TOLERANCES. BRAND SCHULT SERIES 5028 CMI MANUFACTURING, INC. REVISI ONS BY DATE G E N E RAL NOTES f C 22'-0" SEE INSTALLATION MRM)RL FOR FOUNORTION GENERAL NOTES & TIE -DOWN REOUIREMENT5 FOUNORTION VENT LOCATIONS ARE SHOWN TYPICAL & RRE SUBJECT TO CHANGE DUE TO PIER LOCATION, CHASSIS MEMBERS & EXTERIOR DECK INSTALLATION 34'-4° 28'-4" DWV DROP U 21'-10" 15'-1" B'-10" 4' " 11 Lti L J 410'-1" WIND SPEED: 90 MPH, EXPOSURE: SEISMIC CATAGORY: R -C MAIEWHLL GIRDER REHM: (1)2X10 #2 SPF GIRDER REAM GANG NAIL: MT20 5X8 5e.e /.4-7e .S. 1 PIER LEGEND 1111. SUPPORT RT MATING COLUMN 11 SUPPORT UNDER MATING WALL MRXIMUM SPACING 6.2' SUPPORT UNDER MATING OPENING MAX/MUM SPACING BM' 1111= SUPPORT RT PORCH/RECESSED ENTRY = SUPPORT UNDER RAIN I -BERM Ego. SUPPORT UNDER PERIMETER WRLL [--1. SUPPORT RT CROSS I -BERM BASEMENT CRAHLSPACE VENTILATION VENTILATION IS RASED ON 144 50. IN. OF VENT FOR EVERY 150 S0. FT. OE CRAWLSPRCE AREA WITH APPROVED VAPOR RETARDER MATERIAL. ONE SUCH VENT MUST HE WITHIN 3 FT. OF EACH CORNER 1089 S0. FT. OF CRAWLSPACE AREA 1046 S0. IN. OF VENT REOUIREO 21 VENTS NEEDED e 52 50. IN. ERCH 1092 O. IN. VENTILATION INSTALLED MINIMUM CRRHL SPACE IB' MIN CLEARANCE DELDW IIOTTOM OF FLOOR JOIST, GROUND TO BE COVERED W1TH APPROVED VAPOR RETARDER MATERIAL. INSTALL SWITCHED LIGHT RNR GLC] RECEPT RT CRAWL SPACE ENTRRNEE FOR SERVICE OF MECHANICAL EOUIPMENT PER NEC - 210-70 ICI NOTE: MASONRY UNITS FOR STAND ALONE PIERS SHALL BE LAID IN TYPE 'M' OR 'S" MORTAR OR SHALL BE COVERED WITH SURFRCE BONDING CEMENT COMPLYING WITH ASTM C 887. SURFACE BONGING CEMENT SHALL BE APPLIED IN STRICT COMPLIANCES W TH THE CEMENT MANUFACTURERS INSTRUCTIONS. BOTTOM COURSE SHALL BE LRIO IN TYPES 'M° OR 'S' MORTAR OR SURFACE BONDING MORTAR (CEMENT). NOTE: THE FOUNDATION WIDTH SHORN 27'-G' IS IDENTICAL TO THE OVERALL FLOOR WIDTH OF THE HOME. THE FOUNDATION MAY BE CONSTRUCTED UP TO 1 1/2' WIDER TO COMPENSATE FOR PRODUCTION AND RSSEHBLY TOLERANCES. BRAND SCHULT SERIES 5028 CMI MANUFACTURING, INC. REVISI ONS BY DATE G E N E RAL NOTES SEE INSTALLATION MRM)RL FOR FOUNORTION GENERAL NOTES & TIE -DOWN REOUIREMENT5 FOUNORTION VENT LOCATIONS ARE SHOWN TYPICAL & RRE SUBJECT TO CHANGE DUE TO PIER LOCATION, CHASSIS MEMBERS & EXTERIOR DECK INSTALLATION DARNING TITLE 60 F'Sf= FOUNPAT- ! ON ODEL NAME BUC002992 5O. FT. 1088 PLANT 951 DESCRIPTION 28X40 28R-2BR MODEL N0. IO51CAR2B403R DRAWN BY BBG ORIG. DATE 06/07/2010 081E PRINTED 05/16/2010 SHEET NO. 21-60PSF r — 1 L J (1ia_ 096 I1d151p�'1, -0421 r OIY� I J r.-0, FOUNDATION PLAN 114"•t'-0" Z FOUNDATION SECTION 114" = 1-0" 5 014 Structural Keyed Notes Mark Structural Hem 011 CONC. FOOTING - 111114441O),ZONT. w9 (2)1144 CONT. 012 CONG FOOTING -24'(NiMQ(D)MCONr.wf(3)14'sCONT. 014 CONC. STEMWALL- r,NIDE UM 04 HORS.11 TOP, 1 BOT. 5 @ 16"0.0. DTKN,) CONT. ANDp4VERT5.®24"0.C. - 016 MDOSILL- PRESSURE -TREATED 716 w' 1r1'ANCHOR BOLTS @ 72" O.C. AND 1r EACH Sloe OF SPLICES. 021 FRAMED WALL -2rm1@ 16- 0. C. STUD GRADE HEM- FIR OR DOUGLAS FIR • LARCH {UNSHEATHED) ,0 6.e TIMBERS AT SPECIFIC BEARING LOCATIONS SPECIFIED BY THE HOME MFR. 016 FROST DEPTH PER LOCAL r00E5 -_1 GEN"0RAL_CONCRETE NOTES, 1 WORK IN STRICT ACCORDANCE 55173-1 THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE. AGI 332. AND LOCAL ORDINANCES, 2 VERIFY ALL CONDITIONS AND 0114ENS1055 PRIOR TO POURING CONCRETE 3 USE GRADE 60 REINFORCING STEEL 4 u5E CONCRETE OF 3000 PSI MINIMUM COMPRESSIVE STRENGTH 5 BEAR ALL EXTERIOR FOOTINGS BELOW FROST DEPTH 6. COORDINATE WITH MECHANICAL AND ELECTRICAL PRIOR TO POURING CONCRETE, PROVIDE SLEEVES, 040GROUTS, ETC. AS REOUIRED. 7. CONTRACTOR IS RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR 601 TS. HOLBORN ANCHORS. STRAPS, ETC. INSTALL PER MFR. REQUIREMENTS O NOTIFY ENGINEER OF ADVERSE SOIL 006012ION5 ENCOUNTERED DURING EMCAVATION ALLOWABLE BEARING PRESSURC USED FOR DESIGN1500 PSF 9 REAR FOOTINGS ON 'UNDISTURBED NATURAL MATERIAL CR ON PROPERLY PLACED ANO COMPACTED GRANULAR FILL. At// --.C:9 76 See_ gigt/ticrA zo - COY AliaA"W. **),1 10, AT EACH 510E ANO AT TOP AND BOTTOM OF OPENINGS, A110 REINFORCEMENT EQUAL TO 011E HALF THE NUMBER OF BARS CUT BY THE TIPENING, OR 12) 05 BARS WHICHEVER 1S GREATER BARS PARALLEL 7O PRINCIPLE REINFORCING MUST RUN FULL LENGTH, BARS PER PENOICULAR TO PRINCIPLE REINFORCING MUST EXTEND 24 INCHES BEYOND THE OPENING OR END IN A STANDARD HOOK. 91. LOCATE OPENINGS 5D AS NOT TO COINCIDE 1111 H BEAM 6E45150 LOCATIONS, GENERAL GRADING NOTES. 1. SLOPE FINI5H GRADE AWAY FORM THE FOUNDATION AT AMINIMUM 2 PERCENT SLOPE FORA MINIMUM DISTANCE OF 10 FEET MEASURED FROM THE FOUNDATION. 2. FINISHED GRADE AT EXT. FOUNDATION WALL TO 0E A MINIMUM a INCHES BELOW TRE TOP OF THE FOUNDATION WALL 3, TOP OF FOUNDATION WALL MUST BE AMINIMUM OF 12 INCHES ABOVE THE DRAINAGE CURB PLUS 2 PERCENT OF THE DISTANCE FROM THE DRAINAGE CURB TO THE FOUNDATION, GENERAL FOUNDATION NOTES: 1, PROVIDECRAWLEPACE VENTS PER LOCA, 000Es, 0 30 VIEW UE5IGN DATA 1 ROOF LVE 1,0A0' 20 PSF 2. ROOF SNOW LOAD- 6SP6F y L 3 BASIC WIND SPEED = 10674PH WINO IMPORTANCE FACTOR = 1.6 VINO 020051IRE : C INTERNAL PRE55URECCEF = 0115 4. EARTHQUAKE DESIGN 0014 SEISMIC 0051GN CATAGORY = B SRE CLASS = 0 REVISIONS ;:,0 REG 'piE,FF .p•ro ?i FKNIGHT ,_" ;:-,I_��_ IT!!,`... CIVCn Engineering, I„c.--IRMv. P.O. Sox 1758, Vernal, Utah 84078 Telephone: (435)789-5448 Fax (435)789-4485SHEET www,civcoengineerins cam Foundation Plan ©ATE: C6/1112010 DRAWN 6Y; VV S.1. a t Rev. Date Revision Description __• _ — — .. ___ — , - MODULAR HOMEL_}__IL FOUNDATION GOLDEN VILLA HOMES CAR28403A-BU0002992%20(2) [file://1C:/Documents%20and%20Settings/greened/Local%20Settings/Temporary%201nternet%20Files/OLK220/CAR28403A-BUCOO:Page 1 of APPLICATION ENGINEERING FOR HEATING AND COOLING CMH Manufacturing West P.O. Box 908 Buckeye, AZ 85326 Manufacturer's Model #: CAR28403A-BUC002992 HVAC System Type: INFLOOR D.B. LOOP WITH PERIMETER REGISTERS Prepared By LaSalle Air Systems 6/10/2010 {Method & Output C2008) All rights reserved: this information proprietary to LaSalle Bristol Co. & clients. Calculations on this page are based on design parameters set forth in ASHRAE and ACCA Manuals J and D. Design calculations are based on worst case orientation. boom loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: Silt, CO, Region 5 (2006) COOLING LOAD: HEATING LOAD: 13,892 Btuh based on outside temp of 98 ° F (36 C) with inside temp reduced to 75 ° F (23 C) 26,477 Btuh based on outside temp of 0 ° F (-18 C) with inside temp raised to 70 ° F (21 C) The crawispace is not heated by the primary air handler. CONSTRUCTION DETAILS & U FACTORS: (22-21-50) TOTAL FLOOR AREA: 1089.00 s.f. TRUE OUTSIDE PERIMETER: 134.67 ft LOW CEILING HEIGHT: 90 in. HIGH CEILING HEIGHT: 108 in. NET WALL AREA: 894.00 s.f. ROOF: 0.022 FLOOR DUCTS (U): 0 TOTAL Low -E window 116.50 s.f. WALLS: 0.048 ATTIC DUCTS (U): 0.125 TOTAL S.G.D. 0.00 s.f. FLOOR: 0.046 EXT. DUCTS (U): 0.125 TOTAL Glass Brock 0.00 s.f. Low -E wii 0.360 ATTIC DUCT AREA: 0 s.f exposed TOTAL 0.00 s.f. S.G.D. 0.790 EXT. DUCT AREA: 0 s.f exposed TOTAL DOOR1 AREA: 40.00 s.f. Glass Bic 0.790 PEOPLE: 3 TOTAL DOOR2 AREA: 0.00 s.f. WINDOVI 0.790 FIREPLACES: . 0 WINDOW % OF FLOOR 10.70 % DOOR1: 0.380 DUCT GAIN: 815 Btuh WINDOW % OF WALL 11.09 % DOOR2: 0.380 DUCT LOSS: 1220 Btuh LATENT GAIN: 1050 Btuh SUMMER INFILTR: 75.0 cfm Mech. Ventilation : 50 cfm Altitude: 4500 ft WINTER INFILTR: 150.0 cfm ROOM BY ROOM VALUES: 570.4 FPM, max velocity in trunk #: 3 Requirements based on actual house loads Cooling Air Heating Air oversized without incorporating duct friction losses. Values for Values for 36 10 KW Maximum A/C capacity HEATING COOLING CFM 2 ton unit Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh Btuh Btuh Living Room 9,538 5,590 225 224 5,909 224 10,257 9,399 6,717 M. Bedroom 4,391 2,635 106 119 3,147 119 5,462 5,005 3,730 M. Bath 2,157 1,030 44 98 2,584 98 4,484 4,109 2,953 Utility 1,979 760 36 - - - Kitchen 4,187 1,925 82 96 2,533 96 4,397 4,029 3,162 Bath #2 1,360 569 25 92 2,439 92 4,233 3,879 3,036 Bedroom #2 2,866 1,384 60 78 2,055 78 3,567 3,269 2,539 TOTALS 26,477 13,892 578 707 18,667 707 32,400 29,690 22,137 CAR28403A-BUC002992%20(2) Ifile:11/C:/Documents%20and%20Settings/greened/Local%20Settings/Temporary%a20Internet%20Pifes/OLK220/CAR28403A-BUCOO Page 2 of: APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: CMH Manufacturing West P.O. Box 908 Buckeye, AZ 85326 Model #: CAR28403A-BUC002992 HVAC System Type: INFLOOR D.B. LOOP WITH PERIMETER REGISTERS Design Zone: Silt, CO, Region 5 (2006) Prepared by LaSalle Air Systems 6/10/2010 All rights reserved. This information proprietary to LaSalle Bristol Co. and clients. Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed Blower CFM 602 @ 0.8 E.S.P. TEL= 535.6662 FR= 0.0915 (A/C Coil included) Altitude = 4,500 ft User Input BRANCH DUCT LISTING ANALYSIS [ Final I Final BR Trunk Metal F. G. Flex Bends( Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # 4 (ft) (ft) (ft) Fiitings(ft; Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Living Room 5 0 38 6 431.666 475.666 3,085 1,808 75 -78 78 6.67 6,0 397.9 2 Living Room 7 0 46 6 406.519 458.519 3,195 1,873 77 80 80 6.66 6,0 409.6 3 Living Room 6 0 39 8 401.924 448.924 3,258 1,910 79 82 82 6.81 6.0 416.3 4 M. Bedroom 4 0 21 8 427,159 456.159 2,775 1,665 67 71 71 6.34 6.0 363.8 5 M. Bedroom 5 0 38 6 441.666 485.666 1,616 970 39 42 42 5.26 5.0 308.3 6 M. Bath 2 1 6 8 338,439 353.439 2,157 1,030 51 43 51 5.46 6.0 259.8 7 Kitchen 3 1 24 6 329.119 360.119 4,187 1,925 99 80 99 6.60 6.0 505.1 8 Bath 42 3 1 24 6 343.194 374.194 1,360 569 32 24 32 4.44 6.0 164.6 9 Bedroom 42 3 1 24 8 219.437 252.437 2,866 1,384 66 55 66 5.35 5.0 485.6 N/A Other Rooms 2,153 876 TRUNK DUCT LISTING ANALYSIS TRUNK* 1 TRUNK* 2 TRUNK* 3 TRUNK* 4 TRUNK# 5 TRUNK* 6 TRUNK* 7 TRUNK* B TRUNK # 9 TRUNK* 10 TRUNK* 11 TRUNK # 12 TRUNK* 13 TRUNK # 14 TRUNK* 15 LONGEST RETURN DUCT 1 26,477 13,892 587 555 602 90 91 26,477 13,892 602 9.96 14 14 15.3 442.6 6 91 97 6,858 5,473 243 7.07 6.5 19.5 11.9 275.6 24 91 115 11,608 7,660 360 8.16 6.5 19.5 11.9 408.8 15 320.866 335.866 6,033 4,443 192 8.26 4.5 16.5 9.0 371.6 17 335.866 352.866 4,701 2,778 120 6.95 4.5 16.5 9.0 233.0 15 313.719 328.719 3,258 3,782 162 7.51 4.5 16.5 9.0 314.5 7 328.719 335.719 3,195 1,873 80 5.85 4.5 16.5 9.0 156.0 O 0 0 O 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 50 50 602 9.36 19 19 20.8 240.3 Per NEC 220,40 SCHULT HOMES CORPORATION PAGE: 1 of 1 ELECTRICAL FEEDER DATE: 6/9/10 CALCULATION BY: D. GREENE FILE BUC002992 UNIT: BUC002992 1. LIGHTING LOAD: ist floor length = 13 50 ft. width = 40 30 ft. 2nd floor length = 13.50 ft. width = 40.30 ft. 3rd floor iength= 0.00 ft. width= 0.00 ft. 4rd floor, length- 0,00 ft width= 0,00 ft. 5rd floor length= 0.00 ft. width= 0.00 ft Porch -1 length= 0.00 width= 0.00 Porch -2 length= 0.00 ft. •width= 0.00 ft. Total Porch area= 0 sq,ft. Total area = 1088 sq.ft. x 3 VA (WATTS) 3264.3 VA (WATTS) Minimum number of 15 Amp circuits = 2 2. SMALL APPLIANCE LOAD: Number of circuits = 3 x 1500 VA (WATTS) 4500 VA {WATTS) 3. LAUNDRY LOAD: Number of circuits = >C 1> 4. APPLIANCE LOAD: Electric Range = 0 VA (WATTS) Electric Water Heater = 0 VA (WATTS} Tankless Elec. W/H = 0 VA (WATTS) Electric Clothes Dryer = 5760 VA (WATTS) Cooktop = 0 VA (WATTS) Wall Oven = 0 VA (WATTS) Wall Oven w/Micro = 0 VA (WATTS) Refrigerator= 780 VA (WATTS) Dishwasher & Disposal = 2270 VA (WATTS) Gas furnace motor = 1167 VA (WATTS) Micro -wave oven 1860 VA (WATTS) 5. TOTAL OF OTHER LOADS (1. 2, 3, &4) x 1500 VA (WATTS) 1500 VA (WATTS) Lighting load= 3264 Small appliance load = 4500 Laundry = 1500 Appliance load 11837 Sub -Total = 21101 10000 VA @ 100% = 10000 Remainder @ 40% = 4441 Total = 14441 VA (WATTS) 60.17 AMPS 6. HVAC LOAD: Lineal feet of baseboard heaters = Number of baseboard heater circuits = Total baseboard heater load = Elec, Furn. Type = Use 65% wl less than 4 or 40% w14 or more circuits (`) Electric furnace @ 65% (*) 0 0 0.0 Amps :IF1 KW Circuit 1 = 0 Amps ' s'`Y Amps Circuit 2= 0 Amps 'F ; i _D Amps Opt.•FuroliiType = KW Circuit 1 = • 0 Amps 0 00 Amps Circuit 2 = . 0 Amps 0.00: Amps Air conditioner (') 0 0 0.00 Amps Total HVAC load ('- Use largest of these only) = 0.00 Amps 7. TOTAL OF ALL LOADS = 60.17 Amps HEADER CONFIGURATION 9.11 MAX. SPANS PER GROUND SNOW 60. PSF SIDEWALL HEADERS (1) 6 x 2 stud SPFw/o jacks Flat 18.54 " (2) 6 x 2 stud SPFw/o jacks Flat 20.85 " (3) 6 x 2 stud SPFw/o jacks Flat 28.83 " (2) 6 x 2 stud SPFw/ jacks Flat 38.41 " (3) 6 x 2 stud SPFw/ jacks Flat 55.32 " (3) 2 x 4 #3 SPF Edge 42.18 " (3) 2 x 6 #3 SPF Edge 59.66" (3) 2 x 8 #3 SPF Edge 75.04" (3) 2 x 10 #3 SPF Edge 91.41 " (3) 1,5 x 3.5 LAM beam (see chart) LAM Edge 66.83" (3) 1.5 x 5.5 LAM beam (see chart) LAM Edge 103.51 " (3) 1,5 x 7.25 LAM beam (see chart) LAM Edge 134,4 " (3) 1.5 x 9.25 LAM beam (see chart) LAM Edge 145.77 " (3) 1.5 x 11.25 LAM beam (see chart) LAM Edge 155.6 " NOTE: SPANS ASSUME HEADERS ARE BENEATH (2) STUD GRADE SPF 1.5x5.5 TOP PLATES WITH SPLICES OFFSET 24" MIN. APPROVED LAM BEAMS - WHEN USING GRADE LAM BEAM (SEE CHART) 2.0 MasterPlank Versa -Lam 2.0 2.0e Microl[am LVL 2.0e Parallam PSL 2.0E WestFraser LVL 2.0E Pacific Woodtec Murphy 2.0E 3100 Fb * JACK STUDS ARE NOT ASSUMED UNDER ENDWALL HEADERS UNLESS OTHERWISE NOTED ABOVE WITH (*). GENERAL NOTES: 1 162" UNIT WIDTH 1 16 " MAX. SIDE & 12" MAX. GABLE OVERHANG 2 WIND SPEED: 90 MPH MAX.(Exp. C) 3 90" MAX. WALL HEIGHT - SIDEWALL (CORNER & NONCORNER) 4 114" MAX. WALL HEIGHT - ENDWALL ( NC: NONCORNER) 5 100." MAX. WALL HEIGHT - ENDWALL (C: CORNER) 6 CORNER ZONE = 6 FEET FROM CORNERS 7 3.45/12 MIN. TO 3.45/12 MAX. ROOF PITCH 8 DESIGN IN ACCORDANCE WITH THE IRC (2006) 9 ALL FLAT SIDEWALL HEADER MEMBERS MUST BE GLUED TOGETHER 10 ALL FLAT ENDWALL HEADER & SILL MEMBERS MUST BE GLUED TOGETHER 11 (2) 2 x 6 STUD SPF MIN.SIDEWALL TOP PLATES SPLICED PER DETAIL ABOVE EACH HEADER HAVE BEEN ASSUMED OR SINGLE TOP PLATE W/O SPLICE OVER SPAN. 12 FASTEN JAMB STUD TO EACH HEADER/SILL MEMBER WITH EITHER: (4) .131 x 3" Nail OR (6) 7/16" x 2 1/2" x 15 Ga. staple 13 ALL ON EDGE SIDEWALL HEADERS ARE REQUIRED TO BE SUPPORTED BY JACK STUDS. 2x6 WALLS MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF HEADERS FOR SINGLE STORY HOME OR TOP FLOOR ONLY. 27' - 0 " 2 -SECTION MODULAR CMH Engineering calc. ref. CEW-20.3.R.S.C.12.6.[4].0 1 STORY- W.O ATTIC HEADER SPAN CHARTS Drawn by: JWW Ver. 6,14 Date: 06/09/10 APPROVAL #: Zlarit;I'r(.1 rise . I:�r•. EW -20.3. R. S. C.12.6. [4] ENDWALL HEADER SPANS: EXTERIOR SILLS MAX. SPANS PER GROUND SNOW LOCATION ENDWALL HEADER/ SILL CONFIG. 10, 11 60. PSF . PSF . PSF . PSF . PSF NC 4 - C 6 (1) 6 x 2 SPF #3 Flat 32.6" 180.64 153.67049 (2) 6 x 2 SPF #3 Flat 65.3" 243,319 217.32289 (3) 6 x 2 SPF #3 Flat 97.9" 278.531 250.06811 (4) 6 x 2 SPF #3 Flat 130.5" 306.563 275.23557 (1) 6 x 2 SPF #2 Flat 32.6" w 203.305 182.52968 (2) 6 x 2 SPF #2 Flat 65.3" 256.149 229.97299 (3) 6 x 2 SPF #2 Flat 97.9" 293,217 263.25335 (4) 6 x 2 SPF #2 Flat 130.5" 322.727 289.74781 (3) 2 x 4 SPF #3 Edge _ 75.6" * 100.754 90.457757 (3) 2 x 6 SPF #2 Edge 106.9" * 123.313 110.71156 (3) 2 x 8 SPF #2 Edge 117.2" * 135.207 121.39051 (3) 2 x 10 SPF #2 Edge 127.1" * 146.645 131.65963 * JACK STUDS ARE NOT ASSUMED UNDER ENDWALL HEADERS UNLESS OTHERWISE NOTED ABOVE WITH (*). GENERAL NOTES: 1 162" UNIT WIDTH 1 16 " MAX. SIDE & 12" MAX. GABLE OVERHANG 2 WIND SPEED: 90 MPH MAX.(Exp. C) 3 90" MAX. WALL HEIGHT - SIDEWALL (CORNER & NONCORNER) 4 114" MAX. WALL HEIGHT - ENDWALL ( NC: NONCORNER) 5 100." MAX. WALL HEIGHT - ENDWALL (C: CORNER) 6 CORNER ZONE = 6 FEET FROM CORNERS 7 3.45/12 MIN. TO 3.45/12 MAX. ROOF PITCH 8 DESIGN IN ACCORDANCE WITH THE IRC (2006) 9 ALL FLAT SIDEWALL HEADER MEMBERS MUST BE GLUED TOGETHER 10 ALL FLAT ENDWALL HEADER & SILL MEMBERS MUST BE GLUED TOGETHER 11 (2) 2 x 6 STUD SPF MIN.SIDEWALL TOP PLATES SPLICED PER DETAIL ABOVE EACH HEADER HAVE BEEN ASSUMED OR SINGLE TOP PLATE W/O SPLICE OVER SPAN. 12 FASTEN JAMB STUD TO EACH HEADER/SILL MEMBER WITH EITHER: (4) .131 x 3" Nail OR (6) 7/16" x 2 1/2" x 15 Ga. staple 13 ALL ON EDGE SIDEWALL HEADERS ARE REQUIRED TO BE SUPPORTED BY JACK STUDS. 2x6 WALLS MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF HEADERS FOR SINGLE STORY HOME OR TOP FLOOR ONLY. 27' - 0 " 2 -SECTION MODULAR CMH Engineering calc. ref. CEW-20.3.R.S.C.12.6.[4].0 1 STORY- W.O ATTIC HEADER SPAN CHARTS Drawn by: JWW Ver. 6,14 Date: 06/09/10 APPROVAL #: Zlarit;I'r(.1 rise . I:�r•. EW -20.3. R. S. C.12.6. [4] SIDEWALL JAMB STUD TABLE: TOTAL NUMBER OF (S)IDE & (M)IDDLE STUDS 8 MAX. GROUND SNOW: 60. PSF 90." 100." 114." OPENING CONDITION: NON - CORNER CORNER CORNER NON- CORNER NON- CORNER j QUANTITY AND SIZE:, MAXIMUM ALLOWABLE OPENING STUD LOCATION: S MSM S. M t S• •M S M SIM 5 M 1 QUANTITY AND GRADE: MAXIMUM ALLOWABLE OPENING QUANTITY AND GRADE: IN INCHES (1) 2 x 6 #3 SPF 141 157 115 131 157 115 131 ' 110 126 89 105 80 96 64 80 (2) 2 x 6 #3 SPF 299 315 245 261 2 x 6 #3 SPF 299 315 123 139 236 252 107 123 176 192 90 106 (3) 2 x 6 #3 SPF 456 472 376 392 (3) 2 x 6 #3 SPF 456 472 277 293 362 378 246 262 272 288 212 228 (4) 2 x 6 #3 SPF 613 629 506 522 (4) 2 x 6 #3 SPF 613 629 431 447 488 504 385 401 368 384 303 (5) 2 x 6 #3 SPF 771 787 637 653 (5) 2 x 6 #3 SPF 771 787 585 601 614 630 507 523 464 (6) 2 x 6 #3 SPF 928 944 768 784 (6) 2 x 6 #3 SPF 928 944 739 755 741 757 612 (1) 2x6 #2SPF 178 194 138 154 (1) 2 X 6 #2 SPF 181 197 122 138 160 (2) 2 x 6 #2 SPF 371 387 292 308 V 90 106 (2) 2 x 6 #2 S P F 394 410 123 (3) 2 x 6 #2 SPF 565 581 446 462 304 320 90 106 r (3) 2 x 6 #2 SPF 607 (4) 2 x 6 #2 SPF 758 774 600 616 246 262 472 488 212 228 r (4) (5) 2 X 6 #2 SPF 952 968 755 771 735 751 385 401 641 657 333 349 (6) 2 X 6 #2 SPF 1145 1161 _ 909 925 585 601 926 942 523 539 809 825 455 471 ENDWALL JAMB STUD TABLE: TOTAL NUMBER OF {SLIDE & (M)IDDLE STUDS JACK STUD TABLE: TOTAL NUMBER OF (S)IDE & (M)IDDLE STUDS GROUND SNOW: MAXIMUM WALL HEIGHT 90." 100." 114." STUD LOCATION: OPENING CONDITION: NON- CORNER NON- CORNER NON- CORNER j QUANTITY AND SIZE:, MAXIMUM ALLOWABLE OPENING IN INCHES STUD LOCATION: S. M S M S• •M S M SIM 5 M 1 (2) 2X6 QUANTITY AND GRADE: ' MAXIMUM ALLOWABLE OPENING IN INCHES (1) 2 x 6 #3 SPF 141 157 115 131 ' 110 126 89 105 80 96 64 80 (2) 2 x 6 #3 SPF 299 315 123 139 236 252 107 123 176 192 90 106 (3) 2 x 6 #3 SPF 456 472 277 293 362 378 246 262 272 288 212 228 (4) 2 x 6 #3 SPF 613 629 431 447 488 504 385 401 368 384 303 319 (5) 2 x 6 #3 SPF 771 787 585 601 614 630 507 523 464 480 382 398 (6) 2 x 6 #3 SPF 928 944 739 755 741 757 612 628 559 575 462 478 (1) 2 X 6 #2 SPF 181 197 122 138 160 176 107 123 136 152 90 106 (2) 2 x 6 #2 S P F 394 410 123 139 351 367 107 123 304 320 90 106 r (3) 2 x 6 #2 SPF 607 623 277 293 543 559 246 262 472 488 212 228 r (4) 2 x 6 #2 SPF 820 836 431 447 735 751 385 401 641 657 333 349 (5) 2 x 6 #2 SPF 1033 1049 585 601 926 942 523 539 809 825 455 471 (6) 2 x 6 #2 SP F 1246 1262 739 755 1118 1134 662 678 977 993 577 593 JACK STUD TABLE: TOTAL NUMBER OF (S)IDE & (M)IDDLE STUDS GROUND SNOW: 60. PSF STUD LOCATION: SIDEWALL END WALL j QUANTITY AND SIZE:, MAXIMUM ALLOWABLE OPENING IN INCHES (1) 2X6 184 162 (2) 2X6 340 162 (3) 2X6 496 162 GENERAL NOTES: 1 162" UNIT WIDTH / 16 " MAX. SIDE & 12" MAX. GABLE OVERHANG 2 WIND SPEED: 90 MPH MAX. 3 ALL ENDWALL JAMBS SPANS REFLECT WORST CASE ROOF LOADING OF 60 PSF, 4 FASTEN PLATES TO EACH JAMB/JACK & CRIPPLE STUD WITH EITHER: (4) .131 x 3" Nail OR (8) 7116" x 2 112" x 15 Ga. staple 5 TABLE KEY: CORNER ZONE -AREA WITHIN 6 FEET FROM CORNERS NONCORNER=AREA NOT LOCATED WITHIN CORNER ZONE, S- SIDE STUDS (STUDS WITH OPENING ON ONE SIDE ONLY). M= MIDDLE STUDS (STUDS WITH OPENING ON BOTH SIDES). 6 CHARTS ASSUME MINIMUM FLOOR TO HEADER HEIGHT OF 80". 7 ALL ON EDGE SIDEWALL HEADERS ARE REQUIRED TO BE SUPPORTED BY JACK STUDS. 8 SIOEWALL STUD SPANS BASED ON MAXIMUM SIDEWALL HEIGHT OF 90 ". 9 DESIGN IN ACCORDANCE WITH THE IRC (2006) MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF 27' - 0 " 2 -SECTION MODULAR CMH Manufacturing Inc. calc. ref. CEW-25,3.R•S,C.12.6.0 1 STORY- W.O ATTIC S1DEWALL & ENDWALL JAMB! JACK STUDS Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: (M l i EW-25.3.R.S.C.12.6 STANDARD SIDEWALL STRAPPING @ FLOOR MAX. OIC SPACING FASTENERS PER END 9 STRAP 30 ga.x 1.5" 26 ga.x 1.5" NEZ 48" OIC 48" OIC EZ 16" 0IC 32" OIC A 6 7 B 6 6 * -INDICATES THAT STRAP MUST BE DOUBLED AT INDICATED SPACING SHEATHING OPTION: ALT. TO SIDEWALL STRAPS SHEATHING TO STUD FASTENER: (NEZ) NONEND ZONE (EZ) END ZONE EDGE MIN. # EDGE MIN. # SPACING EACH STUD SPACING EACH STUD C 10.9" OIC 2 8.9" OIC 4 D 12.5" OIC 2 10.2" OIC 3 E 14.1"OIC 2 11.5"OIC 3 1 2 3 4 co z uu-z A B EXTERIOR WALL TO FLOOR FASTENING SPACING (INCHES OIC) MAXIMUM WALL HEIGHT .131 x 3" Nail 7116"x2112" x15 Ga. staple NEZ EZ NEZ EZ 90." 24.83" 17.97" 13.53" 9.79" 96." 23.28" 16.85" 12.68" 9.18" 108." 20.69" 14.98" 11.27" 8.16" 114." 19.6" 14.19" 10.68" 7.73" 120." 18.62" 13.48" 10.15" 7.34" 126." 17.74" 12.84" 9.66" 6.99" 132." 16.93" 12.25" 9.22" 6.68" STRAPS AT SIDEWALL OPENINGS: MAX. SPANS VS. # OF STRAPS 9 30 ga.x 1.5" 26 ga.x 1.5" SIDE STUD SPANS CENTER STUD SPANS SIDE STUD SPANS CENTER STUD SPANS NEZ EZ NEZ EZ NEZ EZ NEZ EZ 6.3' 7' 10.3' 8.4' 11.4' 9.8' 15.4' 11.2' 16.6' 15.4' 20.6' 16.8' 26.8' 22.4' 30.8' 23.7' 26.9' 23.8' 30.9' 25.2' 42.2' 34.9' 46.2' 36.3' 37.3' 32.3' 41.3' 33.6' 57.6' 47.5' 61.6' 48.8' (8) 7116"x1"X15ga STAPLES each end of each strap (10) 7116"x1"X15ga STAPLES each end of each strap (7) .099x 1-1/4" NAILS each end of each strap (8) .099x 1-114" NAILS each end of each strap 9 STRAP FASTENING OTYS. REFLECT NUMBER REQUIRED AT EACH END OF EACH STRAP. GENERAL NOTES: 1 162" UNIT WIDTH 116 " MAX. SIDE OVERHANG 2 3.45/12 MIN. TO 3.45/12 MAX, ROOF PITCH 3 WIND SPEED: 90 MPH MAX. (Exp. C) 4 EZ=END ZONE = AREA WITHIN 6 FEET FROM ROOF ENDS. 5 NEZ=NOT LOCATED WITHIN END ZONE IE. NONEND ZONE. 6 FASTENER A = 7116"x1"X15ga STAPLES 8 =.099x 1-114" NAILS C =7116"X1.5"X16 GA. STAPLES D =7116"X1,75"X15 GA. STAPLES E =.120X2" NAILS 7 NG=NO GOOD: SEE OTHER DETAILS FOR THIS CONNECTION. 8 DESIGN IN ACCORDANCE WITH THE IRC (2006) SEE ROOF SECTION FOR CONNECTING ROOF TO SIDEWALL. CMH Manufacturing Inc. calc. ref.:CEW-31.3.R.S.C_.j41 1 STORY- W.O ATTIC EXTERIOR WALL STRAPPING AND FASTENING Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: CMH ltai��if•icluriii�. 1r &:. EW -31.3. R. S . C_;[4] MIN. ROOF LOAD WHICH STANDARD STUDS MUST BE DOUBLED: MATING STUD: 60 PSF Standard Transverse Endwall # Blocks Column Member Configuration Spans (inches) bearing length W/O Block With Block W/O Block With Block / Block Length (1) 2x4 #3 SPF 64.95 " 2.16 " 80.95 " 80.95 " 56.95 " 56.95 " (0) 0" (2) 2x4 #3 SPF 145.91 " 4.86 " 105.06 " 161.91 " 81.06 " 137.91 " (1) 3.5" (3) 2x4 #3 SPF 226,86 " 7,56 " 105.06 " 210.12 " 81.06 " 186.12 " (1) 6.4" (4) 2x4 #3 SPF 307.82 " 10.25 " 105.06 " 315.18 " 81.06 " 291.18 " (2) 12.8" (5) 2x4 #3 SPF 388.77 " 12.95 " 105.06 " 315.18 " 81.06 " 291.18 " (2) 12.8" (6) 2x4 #3 SPF 469.73 " 15.65 " 105.06 " 315.18 " 81.06 " 291.18 " (2) 12.8" (1) 2x6 STUD SPF 149.09 " 4.97 " 165.09 " 233.1 " 141.09 " 209.1 " (1) 4.2" ' (2) 2x6 STUD SPF 314.19 " 10.47 " 165.09 " 270.15 " 141.09 " 246.15 " (1) 6.4" (3) 2x6 STUD SPF 479.28 " 15.97 " 165.09 " 375.21 " 141.09 " 351.21 " i2) 12.8" (4) 2x6 STUD SPF 600. " 19.99 " 165.09 " 375,21 " 141.09 " 351.21 " (2) 12.8" MIN. ROOF LOAD WHICH STANDARD STUDS MUST BE DOUBLED: MATING STUD: DOUBLED @ 2x4 #3 SPF N.A. 2x6 STUD SPF N.A. N.A.- SINGLE STUD SPACING IS ACCEPTABLE IN ALL ROOF LOADS. GENERAL NOTES: 1 162" Box 2 WIND SPEED: 94 MPH MAX. 3 1.&' MIN. RIDGE BEAM WIDTH. 4 114 MAX. WALL HEIGHT. 5 16" MAX. STANDARD MATING STUD SPACING. 6 4.5" MIN. COMBINED TOP & BOTTOM PLATE THICKNESS. SPANS ASSUME COLUMNS ARE LOCATED IN BOTH HALFS. 7 RIDGE BEAM MUST BE IN FULL WOOD TO WOOD CONTACT WITH TOP PLATE FOR SPECIFIED BEARING LENGTH. 8 NO NOTCHES OR HOLES ALLOWED IN COLUMN MEMBERS. 9 COLUMN MEMBERS SHALL BE FASTENED TOGETHER WITH 15 GA X 2 112" STAPLES AT 16" OC. MAX. 10 SPANS "WITH" BLOCKS" REQUIRE RIDGE BEAM BEARING BLOCK(S) TO BE GLUED TO RIDGE BEAM OVER COLUMN LOCATION. 2x4x Length MIN, BLOCKS, 11 WHEN RIDGE BEAM BEARS DIRECTLY ON END GRAIN OF COLUMN MEMBER ALLOWABLE SPANS WITH BLOCK MAYBE USED FOR THE FOLLOWING RIDGE BEAMS: a. FINNFOREST b. MASTERPLANK 12 ISOLATED COLUMNS ARE COLUMNS THAT HAVE OPENINGS ON BOTH SIDES. ISOLATED COLUMNS ARE NOT IN A WALL SEGMENT BUT ARE STAND ALONE MEMBERS. ISOLATED COLUMNS SHALL MEET ALL THE FOLLOWING: a. (3) MEMBER MINIMUM. b. ALL COLUMN MEMBERS SHALL BE GLUED TOGETHER WITH 80% MIN. COVERAGE OF PVA GLUE. c. SPANS SHALL BE DETERMINED FROM STANDARD COLUMN TABLES WITH BEARING LENGTH BEING THE COLUMN WIDTH AS MEASURED PARALLEL TO MATING LINE. ACTUAL BEARING LENGTH MAYBE DOUBLED WHEN BEARING BLOCK IS INSTALLED, 13 MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF l !III in . I:1 COLUMN FOR SINGLE STORY HOME OR TOP FLOOR ONLY. 14 COLUMN QTYS. ARE NUMBER PER EACH END OF EACH UNIT. EACH UNIT IS DETERMINED INDEPENDENTLY. 15 DESIGN IN ACCORDANCE WITH THE IRC (2006) CMH Manufacturing Inc. calc. ref. CMW-20.3.R,S.C.49.6,0 1 STORY- W.O ATTIC MATE WALL COLUMN SPAN CHART Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL#: MW-20.3.R.S.C.49.6 STANDARD MATING WALL STRAPPING @ FLOOR & ROOF MAX. O/C SPACING FASTENERS PER END STRAP 30 ga.x 1.5" 26 ga.x 1.5" NEZ 48" O/C 48" O/C EZ 48" OIC 48" O/C A 8 7 B 7 5 * -INDICATES THAT STRAP MUST BE DOUBLED AT INDICATED SPACING NG. - INDICATES STRAPS ARE NOT GOOD AND ALT. STRAPPING MUST BE USED. 1 2 3 4 LIJ u -z A B MATING WALL TO FLOOR & ROOF FASTENING SPACING MAXIMUM WALL HEIGHT (SEE NOTE 1 & 3.) .131 x 3" Nail (SEE NOTE 2 & 3.) 7/16" x 2 112" x 15 Ga. staple 90" 52.9" 28.8" 96" 49.6" 27" 108" 44.1" 24" 114 " 41.7" 22.7" 120 " 39.6" 21.6" 126 " 37.8" 20.6" 132" 36" 19.6" 1. MINIMUM FASTENER PENETRATION OF 1.5" SHALL BE MAINTAINED. 2. MINIMUM FASTENER PENETRATION OF 1" SHALL BE MAINTAINED. 3. DECREASED SPACING BY MULTIPLING BY .67 WHEN FASTENER INSTALLED AT ANGLE (TOED). STRAPS AT MATING WALL OPENINGS: MAX. SPANS VS. # OF STRAPS 30 ga.x 1.5" 26 ga.x 1.5" SIDE STUD SPANS CENTER STUD SPANS SIDE STUD SPANS CENTER STUD SPANS NEZ EZ NEZ EZ NEZ EZ NEZ EZ 12.7' 7.9' 14' 8.5' 19.6' 13.7' 20.9' 14.4' 26.7' 19.8' 28.1' 20.4' 40.6' 31.5' 41.9' 32.2' 40.8' 31.7' 42.1' 32.4' 61.5' 49.3' 62.9' 49.9' 54.9' 43.6' 56.2' 44.3' 82.5' 67' 83.8' 67.7' (8) 7116"x1"X15ga STAPLES each end of each strap (10) 7116"x1"X 5ga STAPLES each end of each strap (7) .099x 1-114" NAILS each end of each strap (8) .099x 1-114" NAILS each end of each strap GENERAL NOTES: 1 162" MAX. UNIT. 2 3.45/12 MIN. TO 3.45/12 MAX. ROOF PITCH 3 WIND SPEED: 90 MPH MAX. (Exp. C) 4 EZ=END ZONE = 6 FEET FROM CORNERS 5 NEZ=NOT LOCATED WITHIN END ZONE IE. NONEND ZONE. 6 FASTENER A= 7116"x1"X15ga STAPLES B= ,099x 1-114" NAILS 7 LOWER MATING ROOF RAIL; (1) 2 x 3 #3 SPF MIN, FASTENED TO EACH TRUSS WITH (1) .131 x 3" Nail OR (2) 7/16" x 2 112" x 15 Ga. staple 8 DESIGN IN ACCORDANCE WITH THE IRC (2006) 9 NG=NO GOOD: SEE OTHER DETAILS FOR THIS CONNECTION. SEE ROOF SECTION FOR CONNECTING ROOF TO MATING WALL. CMH Manufacturing Inc. talc. ref.:CEW-31.3.R.S.C_,,,-[41 1 STORY- W.O ATTIC MATING WALL STRAPPING AND FASTENING Drawn by: JWN! Ver. 6.14 Date: 06/09/10 APPROVAL #: CM.H 11II rlurinI, 1itr. MW-31.3.R.S.C._._[4] GROUND SNOW LOAD (PSF) BEAM CONFIGURATION 60. PSF (1) 2 x 6 #2 SPF 3ft7in (2) 2 x 6 #2 SPF 5 ft 1 in (1) 1.5x11.875 LAM beam (see chart) LAM 12 ft 1 in (1) 1.5x14 LAM beam (see chart) LAM 14 ft 1 in (1) 1.5x16 LAM beam (see chart) LAM 16ft0in (1) 1.5x18 LAM beam (see chart) LAM 17 ft 10 in (1) 1.5x20 LAM beam (see chart) LAM 19 ft 9 in (1) 1.5x22 LAM beam (see chart) LAM 21 ft7in (1) 1.5x24 LAM beam (see chart) LAM 23 ft 5 in MINIMUM RIDGEBEAM DEPTH AT CRITICAL SECTION OF TAPERED RIDGEBEAM (MEMBER QTY) FULL BEAM DEPTH 60. PSF (1) 1.5x11.875 LAM beam (see chart) LAM 9.04" (1) 1.5x14 LAM beam (see chart) LAM 10.54" (1) 1.5x16 LAM beam (see chart) LAM 11.93" (1) 1.5x18 LAM beam (see chart) LAM 13.32" (1) 1.5x20 LAM beam (see chart) LAM 14.7" APPROVED LAM BEAMS- WHEN USING GRADE LAM BEAM (SEE CHART) 2.0 MasterPlank Versa -Lam 2.0 2.0e Microllam LVL 2.0e Parallam PSL 2.0E WestFraser LVL 2.0E Pacific Woodtec Murphy 2.0E 3100 Fb LVL GENERAL NOTES: 1 162" MAX. UNIT. 2 WIND SPEED: 90 MPH MAX. 3 MIN. DEPTH AT CRITCAL SECTION IS MEASURED AT INSIDE FACE OF EXTERIOR WALL. 4 THIS DETAIL IS APPLICABLE TO ONLY LVL BEAMS WITH AN FV=135 PSI OR BETTER. 5 RIDGE BEAM MUST BE IN FULL WOOD TO WOOD CONTACT WITH TOP PLATE FOR SPECIFIED BEARING LENGTH. 6 SEE COLUMN DESIGNS FOR MINIMUM BEARING LENGTH OR BEAM STIFFENER REQUIREMENTS. 7 (F): INDICATES THAT BEAM MEMBERS ARE LAYED FLAT; OTHER- WISE ALL BEAMS ARE ON EDGE. 8 DESIGN IN ACCORDANCE WITH THE IRC (2006) 9 DOUBLE BEAMS MAY BE STACKED VERSES DOUBLE PLY IF MEMBERS ARE SAME SIZE AND MATERIAL AND REQUIRED FASTENERS ARE EQUALLY DIVIDED BETWEEN BEAMS. MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF BEAM FOR SINGLE STORY HOME OR TOP FLOOR ONLY. CMH Manufacturing Inc. calc. ref. CRC-60.3.R.S.C_.6.0 1 STORY- W.O ATTIC RIDGE BEAM SPAN CHART Drawn by: JWW Date: 06/09/10 Ver. 6.14 APPROVAL #: �I;j suf retin'ing. Inc. RIDGE BEAM TO TRUSS FASTENING BASED ON GROUND SNOW AND TRUSS SPACING: 162" MAX. UNIT WIDTH GENERAL NOTES: 1 162" MAX. UNIT. 2 WIND SPEED: 90 MPH MAX. 3 A MAXIMUM OF (2) FASTENERS MAY BE INSTALLED INTO THE END GRAIN OF THE BOTTOM CHORD OF THE TRUSS, 4 IF STACKED BEAMS ARE UTILIZED NUMBER OF FASTENERS REQUIRED PER CHART MUST BE EQUALLY DISTRIBUTED BETWEEN BEAM MEMBERS. 5 DESIGN IN ACCORDANCE WITH THE IRC (2006) MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF CMH Manufacturing Inc. calc. ref. CRC-60.3.R.S.0 .6.0 1 STORY- W.O ATTIC RIDGE BEAM FASTENING CHART Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: M h €lI€-[i:';, RC -65.3. R.S.C. .6 60. PSF FASTENER 12" 0/C 16" 0/0 .131 x 3" Nail 7 8 7/16" x 2 1/2" x 15 Ga. staple 11 14 #8 x 3" screws 7 9 GENERAL NOTES: 1 162" MAX. UNIT. 2 WIND SPEED: 90 MPH MAX. 3 A MAXIMUM OF (2) FASTENERS MAY BE INSTALLED INTO THE END GRAIN OF THE BOTTOM CHORD OF THE TRUSS, 4 IF STACKED BEAMS ARE UTILIZED NUMBER OF FASTENERS REQUIRED PER CHART MUST BE EQUALLY DISTRIBUTED BETWEEN BEAM MEMBERS. 5 DESIGN IN ACCORDANCE WITH THE IRC (2006) MAXIMUM LIVE AND DEAD LOADS: BOTTOM CHORD LIVE LOAD: 10 PSF Nonstorage TOP CHORD DEAD: 7 PSF BOTTOM CHORD DEAD: 8 PSF FLOOR LIVE LOAD: 0 PSF CMH Manufacturing Inc. calc. ref. CRC-60.3.R.S.0 .6.0 1 STORY- W.O ATTIC RIDGE BEAM FASTENING CHART Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: M h €lI€-[i:';, RC -65.3. R.S.C. .6 EXTERIOR CLADDING FASTENING CHARTS: ROOF SHEATHING FASTENING SCHEDULE: MAXIMUM FASTENER SPACING (EDGE/FIELD) INCH O.C.6'7 LOCATION / NEG. PRESS. OVERHANGS CONFIG ID FASTENER 12 & SHEATHING DESCRIPTION FRAMING SPACING ZONE 1 ZONE 2 ZONE 3 ZONE 2 ZONE 3 13.2 PSF 25. PSF 38.2 PSF 32.4 PSF 54.4 PSF [SPACING @ BLOCKED DIA. BOUNDARIES] DIA. A .131X2.5". & 7116" (24116) PS1/PS2 RATED 12 6/12 6/12 6/12 6/12 6/12 16 6/12 6/12 6/12 6/12 6/11 [4" OC @ BOUNDARIES] DIA B .131X2.5". & 7/16" (24/16) PS1/PS2 RATED 12 6/12 6/12 6/12 6/12 6/12 16 6/12 6/12 6/12 6/12 6/11 [4" OC @ BOUNDARIES] DIA C 7/16"X1.75"X15 GA. STAPLES. & 7/16" (24/16) PS1/PS2 12 6/12 6/12 6/12 6/12 6/11 16 6/12 6/12 6/11 6/12 6/8 . [4" OC @ BOUNDARIES] DIA D 7/16"X1.75"X15 GA. STAPLES. & 7/16" (24/16) PS1/PS2 12 6/12 6/12 6/12 6/12 6/11 16 6/12 6/12 6/11 6/12 6/8 [4" OC @ BOUNDARIES] DIA E .131X2.5". & 7/16" (24/16) PS1/PS2 RATED 12 6/12 6/12 6/12 6/12 6/12 16 6/12 6/12 6/12 6/12 6/11 [4" OC @ BOUNDARIES] WALL SHEATHING FASTENING SCHEDULE a 8' 9: MAX. SPACING FASTENER SHEATHING FRAMING SPACING ZONE 4 16.2 PSF ZONE 5 20.6 PSF MIN. SHEATHING WIDTH (INCHES) ZONE 4 ZONE 5 7/16"X1.5"X16 GA. STAPLES 7/16" (24/16) PS1/PS2 RATED 2 span of OSB 16 6/12 6/12 4" 4" 7/16"X1.75"X15 GA. STAPLES 7/16" (24/16) PS1/PS2 RATED 2 span of OSB 16 6/12 6/12 4 " 4" .120X2" NAILS 7/16" (24/16) PS1/PS2 RATED 2 span of OSB 16 6/12 6/12 4" 4" NOTE: A MORE RESTRICTIVE FASTENING MAY BE REQUIRED IF SHEARWALL 1) MAXIMUM WIND SPEED: 90 MPH. 2) 3.45/12 TO 3.45/12 MAX. ROOF PITCH. 3) MAX. HOME WIDTH: 27' :(2) 162" units. 4) MAX. ROOF MEAN HEIGHT: 13.2' 5) CORNER ZONE AREA: Z=3' 6) ROOF DECKING FASTENING AT BOUNDARIES EDGES IN BLOCKED DIAPHRAGM AREAS. 7) ALL EDGES MUST BE FASTENERED PER CHART IN BLOCKED DIAPHRAGM AREAS. 8)PANELS MAY BE RAN WITH LONG DIM. IN LINE WITH STUDS. 9)RESERVED 10) N.G. INDICATES SHEATHING IS NOT ADEQUATE FOR USE. 11) SNA - ROOF SHEATHING IS NOT ADEQUATE FOR UPLIFT LOAD USE THICKER OR DECREASE TRUSS SPACING. 12) MINIMUM FASTENER PENETRATION IS REQUIRED AS: .131" NAIL- 1 3/8" ; 16 GA STAPLE- 1" ; 15 GA STAPLE - 1 3/8" 14 GA STAPLE- 1 1/2"; 120" NAILS -1 3/8" CMH Manutactunng Inc. Ref. Calc. #:CSW -10.3._._.C._._[4] Date: 06/09/10 APPROVAL #: SW -10.3._._.C._._[4] SHEAR DIAPHRAGM SPAN CHARTS: 90" SIDEWALL HEIGHT ID SHEATHING/ FASTENING 13 L (ft.) Y(ft.) X (ft.) L (ft.) - Y (ft.) X (ft.) DIA. A chords: 7/16" (24116) PS11PS2 RATED .131X2.5" @ (6"112") 2x4 plate w/2x6 #2 SPF Rail : spliced with pair of 3"x6" 20 Ga. connector plates 78 78 0 DIA B chords: 7/16" (24/16) PS 11PS2 RATED .131X2.5" @ (6"112") 2x4 plate w/2x6 #2 SPF Rail : spliced with pair of 3"x6" 20 Ga. connector plates 78 78 0 DIA C chords: 7/16" (24/16) PS11PS2 RATED 7116"X1.5"X15 GA. STAPLES @ (6"/12") Dbl. 2x4 #3 SPF Plates (EW -1.0) with 2x6 rail spliced w114" min. glue bk. 78 78 0 DIA D 7116" (24/16) PS11PS2 RATED 7/16"X1.5"X15 GA. STAPLES @ (6"/12") Dbl. 2x4 #3 SPF Plates (EW -1.0) with 2x6 rail spliced w/14" min. glue bk. 78 78 0 DIA E chords: 7/16" (24/16) PS1/PS2 RATED .131X2.5" @ (6"112") Dbl. 2x4 #3 SPF Plates (EW -1.0) with 2x6 rail spliced w/14" min. glue bk. 78 78 0 Notes: 1) MAXIMUM WIND SPEED: 90 MPH 2) Max. sidewall height of 90 inches or per table above 3) 3.45/12 max. roof pitch. 4) L=Max. span without skylights within "x"of shearwalls. 5) Y=Max. span with skylight within "x"of shearwalls. 6) 48" Max. skylight measured parallel. With trusses. 7) Max. Seismic category C: Ss=0.5 Sd1=0.5 8) Minimum diaphragm width: 352" :(2) 162" units w114" min. overhangs 9) Construction can vary the length of the home as desired to achieve optimum fastening pattern. 10) Allowable sheathing live load table should be checked to verify sheathing spans for gravity. 11) With 112" gypsum board (blocked edges) as interior diaphargm material 12) When blocked dipahragm spans are used in chart all panel edge within distance to shearwalls as specified must be supported with blocking. 13) Minimum fastener penetration must be maintained per note #12 page SW -20. CMH Manufacturing Inc. Ref. Calc. #:CSW-20.3._.S.C.9._.[4] Drawn by: JWW Date: 06/09/10 APPROVAL #: Ver. 6.14 Single story or for floor of multiply story with Max. sidewall height of 90 inches GENERAL NOTES: 1 MAXIMUM HOME WIDTH: 27' - 0 " 2 -SECTION MODULAR MAX. ROOF PITCH 3.45/12. 2 MAXIMUM WIND SPEED: 90 MPH 3 Max. Seismic category C: Ss=0.5 Sd1-0.2 4 MINIMUM SHEARWALL SEGMENT LENGTH WHICH CAN BE CONSIDERED IN TOTAL EFFECTIVE LENGTH WITH CHARTED QTYS: a. 26 " MINIMUM. FOR A MAXIMUM. SIDEWALL HEIGHT OF 90 ". 5 MINIMUM EFFECTIVE SHEARWALL LENGTH IS THE SUM OF EFFECTIVE SHEARWALLS LENGTHS ALONG EACH EXTERIOR WALL (SIDEWALL AND ENDWALLS). 6 WALL SEQMENTS WHICH ARE INCLUDED IN EFFECTIVE LENGTH MUST BE IN LINE EXCEPT THAT OFFSETS OUT -OF PLANE OF UP TO 4 FEET SHALL BE PERMITTED PROVIDED THAT THE TOTAL OUT -TO -OUT OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8 FEET. CMH Manufacturing Inc. calc. ref. CSW-31.3._.S.C.9._.[4].0 SHEARWALL SPAN TABLES Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: CM11 NI;tr;if 1Clut'i;�tr, 1 1 . MINIMUM EFFECTIVE SHEARWALL LENGTH (INCHES): SHEARWALL: 320 plf 423 plf 366 plf 492 plf 460 plf 614 pif 355 pif 150 plf SIDEWALLS: 37.739 28.532 33.005 24.54 26.273 19.664 34.074 80.551 MAXIMUM DISTANCE BETWEEN ENDWALL SHEARWALLS 40.' 56 42 49 36 39 29 50 119 42.' 58 44 51 38 41 31 53 124 44.' 61 46 53 40 42 32 55 129 46.' 63 48 55 41 44 33 57 134 48.' 65 50 57 43 46 34 59 139 50. 68 51 59 44 47 36 61 144 52. 70 53 62 46 49 37 63 149 54.` 73 55 64 47 51 38 66 155 56.' 75 57 66 49 52 39 68 160 58. 77 59 68 51 54 41 70 165 60. 80 61 70 52 56 42 72 170 62.' 82 62 72 54 57 43 74 175 64. 85 64 74 55 59 44 77 180 66. 87 66 76 57 61 46 79 185 68,' 90 68 78 58 62 47 81 191 70.' 92 70 80 60 64 48 83 196 72.' 94 71 83 62 66 49 85 201 74.' 97 73 85 63 68 51 87 206 76.' 99 75 87 65 69 52 90 211 GENERAL NOTES: 1 MAXIMUM HOME WIDTH: 27' - 0 " 2 -SECTION MODULAR MAX. ROOF PITCH 3.45/12. 2 MAXIMUM WIND SPEED: 90 MPH 3 Max. Seismic category C: Ss=0.5 Sd1-0.2 4 MINIMUM SHEARWALL SEGMENT LENGTH WHICH CAN BE CONSIDERED IN TOTAL EFFECTIVE LENGTH WITH CHARTED QTYS: a. 26 " MINIMUM. FOR A MAXIMUM. SIDEWALL HEIGHT OF 90 ". 5 MINIMUM EFFECTIVE SHEARWALL LENGTH IS THE SUM OF EFFECTIVE SHEARWALLS LENGTHS ALONG EACH EXTERIOR WALL (SIDEWALL AND ENDWALLS). 6 WALL SEQMENTS WHICH ARE INCLUDED IN EFFECTIVE LENGTH MUST BE IN LINE EXCEPT THAT OFFSETS OUT -OF PLANE OF UP TO 4 FEET SHALL BE PERMITTED PROVIDED THAT THE TOTAL OUT -TO -OUT OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8 FEET. CMH Manufacturing Inc. calc. ref. CSW-31.3._.S.C.9._.[4].0 SHEARWALL SPAN TABLES Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: CM11 NI;tr;if 1Clut'i;�tr, 1 1 . SHEARWALL CONSTRUCTION: WITHOUT SHEATHING OVERLAP 51 S/W TO WALL, FLOOR & CEILING FASTENING B 90 90 SW ID WALL SHEATHING' PANEL FASTENING 15_ WITHOUT OVERLAP 11 WITH OVERLAP 12 0 SW' JOIST (4 STRAPS) I'° (FST/END) 4 SW 9 JOIST (H STHAPS)J 1p (FST/END) (EDGE SPACING/ FIELD SPACING)#8x3" .131"x3" ,162"X3. #8x3" .131"x3" ,162"X3. 320.16 SIDE 1: 7116" (24116) PS1/PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 1/2" gypsum board (unblocked edges) FASTENED WITH Glue 7116"X1.5"X16 GA. STAPLES FASTENER AT: (6/12) INCHES O.C. (EDGE/FIELD) 2.5 3.4 4.5 4.2 5.6 7.6 2 (2) STRP. WI (9) FST/END 2 (2) STRP. W/ (9) FST/END 423.48 SIDE 1: 7116" (24/16) PS11PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 112" gypsum board (unblocked edges) FASTENED WITH Glue 7116"X1.5"X16 GA. STAPLES FASTENER AT: (4/12) INCHES O.C. (EDGE/FIELD) 1.9 2.5 3.4 3.5 4.7 6.3 2 (2) STRP. W/ (12) FSTIEND 2 (2) STRP. w1 (12) FSTIEND 366.08 SIDE 1: 7116" (24/16) PS1/PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 1/2" gypsum board (unblocked edges) FASTENED WITH Glue 7116"X1.75"X15 GA. STAPLES FASTENER AT: (6/12) INCHES O.C. (EDGE/FIELD) 2.2 2.9 4 3.7 4.9 6,6 2 (2) STRP. W! (11) EST/END 2 (2) STRP_ WI (11) FST/END 492.36 SIDE 1: 7/16" (24/16) PS1/PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 1/2" gypsum board (unblocked edges) FASTENED WITH Glue 7/16"X1.75"X15 GA. STAPLES FASTENER AT: (4/12) INCHES O.C. (EDGE/F1ELD) 1.6 2.2 2.9 2.9 3.9 5.3 2 (3) STRP. WI (10 ) FST/END 2 (3) STRP. W/ (10) FST/END 459.88 SIDE 1: 7/16" (24/16) PS1IPS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 1/2" gypsum board (unblocked edges) FASTENED WITH Glue .131X2.5" FASTENER AT: (6/12) INCHES O.C. (EDGE/FIELD) 1,7 2.3 3.2 3 4 6.4 2 (3) STRP. W1(9) FST/END 2 (3) STRP. WI (9) FST/END 614.44 SIDE 1: 7/16" (24/16) PS1/PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS, SIDE 2: 1/2" gypsum board (unblocked edges) FASTENED WITH Glue .131X2.5" FASTENER AT: (4/12) INCHES O.C. (EDGE/FIELD) 1.3 1.7 2.3 2.5 3.3 4.5 3 (3) STRP. Wl (12) FST/END 3 (3) STRP. W! (12) EST/END 354.6 SIDE 1: 7/16" (24/16) PS1/PS2 RATED WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: 112" gypsum board (unblocked edges) FASTENED WITH Glue .120X3" NAILS FASTENER AT: (6112) INCHES O.C. (EDGE/FIELD) 2.3 3 4.1 4.3 5.7 7.7 2 (2) STRP. WI (10) FST/END 2 (2) STRP. WI (10) FST/END 150 . SIDE 1: 1/2" gypsum board (blocked edges) WITH PANEL LENGTH RUNNING EITHER DIRECTION OF STUDS. SIDE 2: Nonstructural panel FASTENED WITH Glue Glue FASTENER AT: (NONE/12) INCHES O.C. (EDGE/FIELD) 5,4 7.2 9,8 NA NA NA 1 (1) STRP. W!(9) FST/END 1 (1) STRP. W/ (9) FST/END 15 FASTENER LENGTH MUST BE ADJUSTED AS NECESSARY TO PROVIDE THE FOLLOWING MINIMUM PENETRATIONS INTO FRAMING MEMBERS .131" NAILS- 1 3/8"; .120" NAILS -1 318"; 14 GA STAPLES - 1 1/2"; 15 GA STAPLES- 1 1/4"; 16 GA STAPLES- 1". GENERAL NOTES: 1 MINIMUM SHEARWALL SEGMENT LENGTH WHICH CAN NE CONSIDERED IN TOTAL EFFECTIVE LENGTH WITH CHARTED OTYS. a. 26 " MINIMUM. FOR A MAXIMUM, SIDEWALL HEIGHT OF 90 ". 2 SHEARWALL FRAMING TO BE 2X4 MIN, STUDS AT 16" OC. MAX.(install panels either horizontally or vertically) 3 ALL PANEL EDGES ARE BACKED BY 2X4 MIN. BLOCKING. 4 SEE TRIG. SPAN TABLES FOR MINIMUM EFFECTIVE SHEARWALL LENGTHS BASED ON BOX SIZE AND CONFIGURATOJN 5 MINIMUM SHEARWALL HOLDDOWNS ARE REQUIRED AT THE END OF EACH FREE END OF SHEAR WALL SEGMENT (SEE OTHER (DETAILS FOR HOLD DOWN AND EASTENING CONSTRUCTION). 6 EACH EFFECTIVE SHEARWALL SEQUMENT SHOULD BE FASTENED TO ADJACENT WALLS, FLOOR AND TRUSSES PER ONE OF THE FASTENER OPTIONS AT SPACING INDICATED IN TABLE. 7 WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND FASTENER SPACING i5 LESS THAN 6" OC. ON EITHER SIDE, PANEL JOINSTS SHALL BE OFFSET OR FRAMING SHALL BE 3" NOMINAL AND FASTENERS ON EACH SIDE SHALL BE STAGGERED, 8 RESERVED. 9 4 SW JOIST: NUMBER OF 42 SPF 1.5X9.25 JOIST REQUIRE UNDER SHEARWALL, JOIST MUST BE SECURED TO SUPPORTING FOUNDATION WALL PER FOUNDATION INSTRUCTIONS. MAXIMUM UNIT WIDTH: 2 SECTIONAL 162 10 NUMBER OF SIMPSON CSI6 STRAP REQUIRED AT EACH FREE END OF SAN SEGMENTS. (FST/END): NUMBER OF.131"x1.5" NAILS NA/LS REQU[RE PER END OF EACH STRAP. WHEN 018 TO FOUNDATION IS INDICATED IN TABLE A SPECIAL HOLDDOWN PER DETAIL 018 OF FOUNDATION INSTRUCTION MUST BE ATTACHED AT S/W FREE ENDS. 11 EXTERIOR SHEATHING DOES NOT OVER LAP CONNECTION JOINT. FASTENER CARRYALL SHEARWALL LOADS. 12 EXTERIOR SHEATHING OVER LAPS CONNECTION JOINT AND IS FASTENED PER SHEARWALL EDGE FASTENING. CHART FASTENER CARRIES EXCESS LOAD ONLY, 13 EXTERIOR SHEATHING DOES NOT OVERLAP WALL TO RIM JOIST JOINT. SEE PAGES SW -32.3..5..38. & SW -32.3._.5._.38._ FOR JOIST QTYS, AND HOLD DOWNS WHEN SHEATHING OVERLAPS RIM JOIST. 14 N.R.: FREE END STRAPS ARE NOT REQUIRED. CMH Manufacturing Inc. calc. ret. SHEARWALL CONSTRUCTION & FASTENING Drawn by: JWW Ver. 6.14 Date: 06/09/10 APPROVAL #: SW -35 3 AM SHEARWALL (JOIST QTYS)1 & FRAME TO JOST LAGS (CLOSED/OPEN)2: MAXIMUM SIDEWALL HEIGHT=90" SHEARALL CONSTRUCTION CAPACITY (PLF) 320.2 423.5 366.1 492.4 459.9 614.4 354.6 150 U) w 0 Z EFFECTIVE SHEARWALL LENGTH 16 (2) 2/1 (2) 3/1 (2) 311 (2) 3/1 (2) 3/1 (2) 4/1 (2) 211 (2) 1/1 24 (2) 2/1 (2) 3/1 (2) 211 (2+1)311 (2 +1) 311 (3) 411 (2) 2/1 (2) 1/1 32 (2) 2/1 (2) 2/1 (2) 2/1 (2+1)311 (2 +1) 211 (3) 3/1 (2) 211 (2) 111 40 (2) 211 (2) 2/1 (2) 2/1 (3) 2/1 (2) 211 (3) 311 (2) 211 (2) 111 48 (2) 111 (2) 2/1 (2) 2/1 (3) 2/1 (3) 2/1 (4) 212 (2) 211 (2) 1/1 56 (2) 111 (3) 112 (2) 1/1 (3) 2/2 (3) 2/2 (4) 212 (2) 111 (2) 1/1 64 (2) 1/2 (3) 1/2 (2) 112 (3) 112 (3) 1/2 (4) 2/3 (2) 112 (2) 111 72 (2) 112 (3) 1/2 (2) 112 (3) 112 (3) 112 (4) 2/3 (2) 1/2 (2) 111 80 (2) 112 (3) 1/2 (2) 1/2 (3) 2/3 (3) 113 (4) 2/3 (2) 112 (2) 1/1 88 (2) 1/2 (3) 2/3 (2) 112 (3) 213 (3) 213 (4) 3/4 (2) 112 (2) 111 96 (2) 112 (2) 2/3 (2) 113 (3) 2/3 (3) 2/3 (4) 314 (2) 113 (2) 111 104 (2) 113 (2) 213 (2) 2/3 (2) 3/4 (2) 214 (3) 415 (2) 113 (2) 1/1 112 (2) 113 (2) 2/4 (2) 2/3 (3) 3/4 (2) 314 (3) 4/5 (2) 213 (2) 1/2 120 (2) 2/3 (2) 3/4 (2) 2/3 (3) 3/4 (3) 3/4 (4)415 (2) 2/3 (2) 112 128 (2) 2/3 (2) 3/4 (2) 214 (2 +1) 415 (2 +1) 314 (3) 516 (2) 2/4 (2) 112 136 (2) 2/3 (2) 3/4 (2) 314 (2 +1) 415 (2+1)415 (3) 5/6 (2) 2/4 (2) 112 144 (2) 2/4 (2 +1) 315 (2) 3/4 (3) 4/5 (2+1)415 (11) 6/7 (2) 3/4 (2) 1/2 152 (2) 2/4 (2+1)4/5 (2) 3/4 (3) 5/6 (2 +1) 415 (11)617 (2) 3/4 (2) 112 160 (2) 1/1 (2+1)111 (2) 111 (3) 1/1 (3) 1/1 (11) 1/1 (2) 1/1 (2) 111 168 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 176 (-) 1/1 (-) 111 (-) 111 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 (-) 1/1 FULL (2) 3/4 (2) 4/5 (2) 315 (3) 5/6 (2) 5/6 (3) 7/7 (2) 3/4 (2) 112 NOTES: 1 JOIST QUANINTY: NUMBER OF 2x8 #2 SPF JOIST UNDER SHEARWALL. MULTIPLE JOIST SHALL BE GLUED AND FASTENED TOGETHER. +# indicates that either additional joist or block(s) must be added over each IB. ie (2 +1) 2 joist plus one bearing block. 2 FRAME TO S/W JOIST LAGS: # OF 9Mx3" LAGS AT (CLOSED/OPEN) CHASSIS BEAM. CLOSED END IS CHASSIS BEAM ON SIDE IN WHICH S1W IS ATTACHED TO SIDEWALL. 3 SHEARWALL LENGTH STARTING AT ATTACHEMENT AT SIDEWALL AND RUNNING CONTINUESLY FOR SPECIFIED EFFECTIVE LENGTH. (ISLAND & SPLIT SIWS SHALL UTILIZE WORST CASE QTYS. FROM ALL CHARTED LENGTHS FOR COORESPONDING PLF AND WALL HEIGHT." 4 APPLICABLE FOR FRAMES WITH 99.5" CHASSIS SPACING. 5 2 SECTIONAL 162" UNIT WIDTH. Ver. 6.14 CMH Engineering Ref. Calc. Date: 06/09/10 Drawn by: J W W SW-62.3._.S.C.38._{_} :Job .53712 Universal Forest Products Inc.. Grand Rapids, MI 49525.. 212 Truss 0366907 Truss Type MONO SCISSOR Qty Ply Clayson 233 SH -28&60 -IBC Job Reference (optional) 115961680 7 140 e Oct 1 2009 MiTek Industries, Inc. Tue Nov 10 14:21:09 2009 Page 1 13-3-0 1x3 Ii 6 4 Plate Offsets (X,Y): [2:0-4-110-2-0], [2:1-3-12,0-2-9], [2:0-0-15,0-0-0], [5:0-2-4,0-1-8] SPACING: 2-0-0 LOADING (psf) TOLL 46.2 (Ground Snow=60 0) TCDL BOLL BCDL LUMBER TOP CHORD BOT CHORD WEBS 11.0 0.0* 9.0 SPACING: 1-4-0 LOADING (psf) TCLL 69.3 (Ground Snow=90.0) TCDL 16.5 BOLL 0,0 BCDL 13.5 SPACING: 1-0-0 LOADING (psf) TOLL 92.4 (Ground Snow=120.0) TCDL 22.0 BCLL 0.0* BCDL 18.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr. YES Code )BC20061TPI2002 CSI DEFL in (loc) I/deft L/d PLATES TC 0.97 Vert(LL) -0.25 8-9 >623 240 MT20 BC 0,82 Vert(TL) -0.37 8-9 >425 180 WB 0.99 Horz(TL) 0.07 7 n/a n/a (Matrix) Weight: 46 Ib GRIP 197/144 2X4SPE No.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud *Except* 1-2 2 X 4 SPF Stud SLIDER Left 2 X 3 SPP Stud 1-11-15 REACTIONS (Ib/size) 2=838/0-3-8, 7=710/Mechanical Max Horz 2=178(LC 7) Max Uplift 2=-279(LC 7), 7=-258(LC 7) Max Gray 2=1384(LC 18), 7=1160(LC 18) FORCES (Ib) - TOP CHORD BOT CHORD WEBS BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 7-6-6 oc bracing. 1 Row at midpt 5-7 [PI MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Maximum Compression/Maximum Tension 1-2=-7/0, 2-4=-34761783, 4-5=-2644/605, 5-6=-128160, 6-7=-294/94 2-9=-905/3149, 8-9=-903/3162, 7-8=-703/2558 4-8=-625/201, 5-7=-2565/705, 4-9=-40/121, 5-8=-291305 NOTES 1) Wind: ASCE 7-05; 90mph @24in ac.; TCDL=2.3psf; BCDL=1.6psf; (Alt. 110mph @16in o.c.; TCDL=3.5psf; BCDL=2.4psf); (Alt, . 127mph @12in (lc.; TCDL=4.6psf; BCDL=3 2psf); h=30itt; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.50 plate grip DOL=1.60 2) TOLL: ASCE 7-05, Pg=60.0 psf (ground snow); Ps=46.2 psf (roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 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 20.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non -concurrent with other Iive loads. 6) This truss has been designed for basic Toad combinations, which include cases with reductions for multiple concurrent live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live 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 between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 Ib uplift at joint 2 and 258 Ib uplift at Joint 7. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 11) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 12) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC R502.10.2 res: 12/310 November 11,2009 WARNING ' Voi.A design parameters and READ NOTE'S ON TEIS _AND INCLUDED MITEKREFERENC'E PAGE Miss -7473 rem. 10''08 BEFORE USE. Design valid for use only with Wei connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibiEiy of building designer- not truss designer. Bracing shown is for lateral su pport of individual web members on y. Additional temporary bracing to insure stability during construction is the responsibility of the erector, Additional permanent bracing of the overalt structure is the responsibility of the building designer. For general guidance regarding labricotion, quality control, storage, delivery, erection and bracing, consult ANSI/TPI/ Quality Criteria, DSB-89 and BC91 Building Component Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA22314. Mie M 'Tek' PQN9C14 Y. PCIiFORM.' 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 Project Address Garfield County Building & Planning Department 10a 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. 'erfnri:`T�rpe' Septic Fermi QrkClasstficatiop Nev 'er rrlr Status Approved Issue Date: Not Issued Expires: 01/0112999 Subdivision Section Township Range 6768 CR 331 RD SILT, CO 240110300088 Owner information Address Phone Cell James Knight 620 25 1/2 RD Grand Junction CO 81505 970-640-9684 Contractor(s) Phone Primary Contractor Golden Villa Homes (970)245-9039 Yes Proposed Construction I Details FEES DUE Fee Amount Percolation Test $100.00 Septic Fee - New $73.00 Total: $173.00 Valuation: Total Sq Feet: $ 0.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # SEPT -6-10-20310 $ 173.00 Check # 54173 $173.00 $ 0.00 Required Inspections: For Inspections call: 1(888)868-5306 nspection IVR Budding Department Copy Thursday, July 1, 2010 2