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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 10s 8th Street Suite 401 Glenwood Springs, CO 81801 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. 240719300162 Address CR 300 PARACHUTE, CO 81635 - Owner Information Issue Date: 11/3/2009 Expires: 05/02/2010 Subdivision Section Township Range Phone Cell Daybreak Realty LLC 400 Panamint RD Reno NV 89521 408-391-7473 Contractor(s) Phone Primary Contractor Rocky 1VIountain Steel Structures (970)876-5878 Yes Proposed Construction / Details FEES DUE Plan Check Fee Residential Building Fee Residential Building Fee Total: A. mount $154.21 $237.25 $400.00 $791.46 Valuation: $ 13,005.00 Total Sq Feet: 1445 FEES PAID lnr Total Pa pe A Paid Amt Due Inv # BLRE-9-09-19740 $ 791.46 Check # 6778 Check # 6746 $646.35 $145.11 $ 0.00 Required Inspections: For Inspections call : 1(970)384-5003 nspection IVR See Permit Record Building Department Copy Tuesday, November 3, 2009 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.garlield-county.com I.nty.com LC 1 Parcel No: (this information is available at the assessors office 970-945-9134) 2407-193-00-162 2 Job Address: (if an address has not been assigned, please provide Cr,11 or Street Name & City) or d legal description 1 Mile +1- off County Road 300, io,�fCO, 876 OZ 3():C) 3 Lot No: Block No: Subd./ Exemption: 4 Owner: (property owner) Daybreak Realty, LLC Mailing Address: 400 Panamint ltd., Reno, NV Ph: 408-391-7473 Alt Ph; 5 Contractor: Rocky Mountain Steel Structures, Inc.L, Mailing Address: 353 E. Vista Dr., Silt, CO Ph: 970-989-0330 � Alt Ph: 6 Architect / Engineer: N/A Mailing Address: Ph: Alt Ph: 7 Sq. Ft. of Building: Sq. 1 tQ14crrs11 ] 10 Lot: ,(i Acres Height: No. of Floors: 1 8 ..144k U. of Building: Seasonal Residence.' , � .. 11 ��C Agob 9 Describe Work: Installation of Modular ome with well and septic 10 Class of Work: New o Alteration o Addition 11 Garage: N/A t i Attached o Detached Septic: ISDS o Community 12 . ; Driveway Permit: See.AAtttalcjedd-RV-FaricDriveway Permit 6 o9 P'-< Owners valuation of Work: $ 180,000.00 Authority. `.tl This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided A Building Permit cannot be issued without proof of Multiple separate permits may be required: (I) State NOTICE the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate with this Application. legal and adequate access to the property for purposes of inspections by the Building Department, Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit. 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 contained above is true and correct 1 understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: 9' 9_09 Legal Access, Other Permits, Void Permit. County Highway/ Road Access or a State Wastewater A Building Permit becomes null and void if the work days after commencement. that I have read this Application and that the information and other data submitted by me or on my behalf (submittals), completeness of the submittals and approval of this Application, reviewed by the Building Department. of the issuance of the Building Permit, I agree that land regulations and applicable land use regulations (County or use of the structure(s) and facility(ies), described above, permission to the Building Department to enter the property, Official Bram: (1) requiring the correction of errors in the submittals, Regulation(s) or any other applicable law. this Application, including submittals, and inspections of the As the Owner, I acknowledge that responsibility for my architect designer, engineer and/or brer. ACKNOWLEDGE THAT I HAVE ' • r .. D UNDERSTAND /v1— I hereby certify and specifications Assuming the submittals In consideration Code, ISDS construction I hereby grant Building of County Review of or discrepancies. limitation I HEREBY OWNERS SIGNATU;,1 ` DATE 'VA eg(45ii STAFF USE ONLY Special Conditions: ,■ r li oolc x ,7'6-k5�' f5 P X`1.00 =-tr36os,6 Adjusted Valuation: 1 0 Gt .� - IISDS 1 Plan Cheek Fee: $ 1 Sq ,ai Permit Fee: 3'7'.2-4. Mann home Fee: 4cz c Misc Fees: tX)UE- Fee: Total Fees: Fees Paid,Balance Due: BP No & Issue Date: ISDS No & Issued Date: � •od 5(04.4G d� ' ri1g,35 "-- f 1,..._,Ixas Setbacks: OCC Group: c Const Type: (F6 Zoning: R BLDG DEPT: \\ \\\\I\NI 45*/661 PLNG DEPT: \\IA" %UN., di/1-76I 1 APPROVAL, DATE APPROVAL DATE The following items are required by Garfield County for a final Inspection: I) 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. 5) 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.0.) 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. 41 "p11'''S SIGNATURE plicationdecember2007 DATE GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES 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 line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please 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, 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. All plans submitted must be in compliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage, 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 comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on 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 when applicable include 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? This information must be certified by a licensed surveyor with their signature a and professional stamp on the design. Yes ,/ 3. Does the site plan include any other buildings, setback easements and utility easements? Please 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 \1 4. Does the site plan .indicate the location and direction of the County or private road accessing the property? Yes i/ 5. Have you provided any RESOLUTIONS and/ or LAND USE PEirT(S) associated with this property? Yes If Yes please provide a COPY. No / 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit owing exterior doors is required. Yes 7. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building per it? The building permit application will not be accepted without it. Yes ti No 2 8. Will this be the on residential structure on the parcel? Yes No If no -Explain: 9. Have two (2) coplete sets of construction drawings been submitted with the application? Yes �/ 10. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); �yind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes �/ 11. Have you designed or had this plan designed while considering building and other construction code requireme nts Yes l/ 12. Do your plans copiy with all zoning rules and regulations in the County related to your zone district? Yes t/ 13. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Coy y Building Department? Yes 14. Do you understand that approval for design and/or construction changes are required prior to the application of these clrges? Yes VV 15. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fes required, at the time you pick up your building permit? Yes 16. 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 between 7:30 a.m. and? p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes �/ 17. 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 3 18. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspectio1y or to receiving a Certificate of Occupancy and occupancy of the building? Yes 19. Are you aware that prior to as submittal for 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/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Garfield County Road & Bridge Department at 625-8601 See phone directory for other agencies. Yes 1/ 20. 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 21. 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 the submittal of a building permit application?� Your attention in this is appreciated. Yes t/ 22. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State rill charge a fee for this inspection. Yes 1/ 23. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agentid that the party responsible for the project must comply with the Uniform Building Code? Yes V 24. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time oithe building permit application submittal? Yes V 25. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance 9f a building permit that you will be required to obtain a grading permit? Yes 4 26. 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. s Owner Date 9-- 9 -0 one: 970-989-0330 (days); (evenings) Project Name: Daybreak Modular Project Address: 1 Mile +/- off County Road 300, Battlement Mesa, CO 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 information 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. bpminregmhMar2009 5 GARFIELD COUNTY BUILDING REQUIREMENTS 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 8001 ft 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 8301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus l6over 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 SEE 2006 IECC FOR INSULATION AND ENERGY REQUIREMENTS. bpminreqmhMar2009 General Information Building Plan Review Description of Work: installation of season modular home with well & septic Bin #: PIF Location Address: PARACHUTE, CO Contac Case Manager: Ken Smith Plan Case Number: BLDG -9-09-6102 Parcel: 240719300162 Application Date: 09/10/2009 Owner: Daybreak Realty LLC Applicant: Daybreak Realty LLC Applicant Phone: 408-301-7473 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan i Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review 1 Valuation DeterminationlFees -Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application ParcellSchedule No. 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain _Building height Toning Sign -off Road Impact Fees HONDRC Approval GradelTopography 40% Planning Issues Subdivision Plat General Comments: Friday, September 11, 2009 September 9,2009 To whom it may concern: This letter hereby authorizes Jerry Ruscb of Rocky Mountain Steel Structures, Inc. to represent on behalf of Robert Graham, manager of Daybreak Realty, LLC for the purpose of obtaining a building permit from Garfield County, and all other business to construct a modular home on the Daybreak Realty, LLC property. Daybreak Realty, LLC Rt bent Gra 400 Panamint Road Reno, Nv 89521 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLRE' 9-09 1 264 Issue Date: 11 /3/2009 AGREEMENT Expires: 010212010 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. Residential Building Parcel #:240719300162 Owner's Name: Daybreak Realty LLC afey'eateAM PARACHUTE, 81635 Job Address: Owner's Phone: 408-391-7473 Total Square Feet: 1445 Contractor(s) Phone Primary Contractor Rocky Mountain Steel Structures (970)876-5878 Yes L -- Work Description: Inspection Schedul ng Code �.-:..,-r,•• a^,- ;�sr,.:r�-+rte. � .. .� s 3 > eoi iotr� , '• lnsp. ,..... .. v ,. j ,..' �, •�;; � �. ^, s�{�+� '� °-.` -Cnu O u � -, C nit tits' K . �? ,mow .�..F�}� � ;..47401:6:,,, .,��� oe ' .. i . ; L�.����., [}� a , , Footers 1V � 4�.�`•EIC� !f3 tia:.s.._z ±� '....._. , j � r . ..a•r . _ . ' ti = .-...,4.,.. -t. Foundation Walls Framing Drywail' 12 i `{ : - a' r'.'l. 0�� .,,e.r.i/ f -r - s Final C rt t:r insulation & i UG Plumbing '¢QS Rough Plumbing ,, 11 •2dn` SGas ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 3-3 Ig 6-"i 49e -t. Jerry Ruch �s. From: Wyatt Keesbery [wkeesbery@garfiefd-county.com) Sent: Wednesday, September 09, 2009 10:08 AM To: RMSS@sopris.net Cc: Jake Mall Subject: driveway permit Jerry, Per our eon°rersation on the phone, the driveway permit that Jake Mall granted you for the RV park is also acceptable for use with yo Jr modular home that you want to put on your property, so you DO NOT need another driveway permit from us. Let Jake or 1 know if there is anything else you need from us. Thanks, WYATT KE:ESBERY DISTRICT 2 & 3 FOREMAN GARFIELD CO. ROAD & BRIDGE wkeesbery( garfield-eounty.eom PHONE: 970625-8601 CELL: 970-309-6073 FAX: 970-625-8627 EiAwc© ROAD BRIDGE Garfield County Road and Bridge »eparbnent P.O. Box 426 Rifle, CO 81650 Phone -(970)625-8601 fax- (970)625-8627 Invoice Driveway Permit Number: G1009 -D-5 Invoice Date: 2/17/2009 Bill To: High Mesa Partners, LLC 353 E Vista 7r Silt ,CO 81652 $75.00 per Driveway Permit. Driveway Permit Fee: Total Due: Thank You $75.00 $75.00 PA3E 01/12 KAUP ENGINEERING INC. Jerry Rush Rocky Mountain Steel Structures 0353 E Vista ©rive Silt, CO 81652 RE: High Mesa Foundation Dear Jerry: 1129 Grand Avenue Glenwood Springs, CO 81601 (970)945-9613, fax (970)945-9633 August 23, 2009 Per our discussion, the horizontal reinforcing bars shall have hook bars added to the top & bottom bars only in the wall reinforcing. The center bar may remain without hooks. The hooks shall be the same diameter as the horizontal bar. The top bars shall have a 24" x 24" hook bar lapped to each of the top bars. The bottom bars shall have either a 24" x 24" hook bar, or if access is limited, a 6" x 24" hook may be installed from each direction with the 6" dimension overlapping in the corners. These hooks again shall be placed on each horizontal bar. Please call with any other questions or comments. KAUP ENGINEERING INC. 1129 Grand Avenue Glenwood Springs, CO 81601 (970)945-9613, fax (970)945-9633 November 16, 2009 Rocky Mountain Steel Structures 353 E. Vista Drive Silt, CO 81652 RE: High Mesa Foundation, Garfield County, CO Attention: Jerry Dear Jerry: Per your request, I have reviewed the following items from the Building Department's field report The continuous concrete strip & pad footings on the interior of the building may be formed 9 M" thick in lieu of the 10" thickness shown in details 1/53.1 & 2183.1. The exterior continuous footings may be formed with 2x10's with a 2x2 sistered on top for a total depth of approximately 10 %". This would allow the exterior walls to be formed with 2 courses of 16" tall ICF blocks for a total wall height of 32". The wall reinforcing should remain unchanged. The foundation was designed for an allowable bearing pressure of 1000 PSF as specified by the Soils Report by HP Geotech # 107 0639 dated December 4, 2007. The soils report recommends that a follow up site inspection be performed to observe actual conditions but this is at the Owner's discretion. Please call with any questions or comments. Sincer ��111111111k11REG/ / D w. IF: ` q Dale I �`� ROCKY MOUNTAIN STEEL STRUCTURES, INC. 353 EAST VISTA DR. SILT, CO 81652 / PHONE 970-876-5878 FAX 970-876-5877 / nnssnsopris.net "LEARN MORE ABOUT US AT WWW. RMSTEELSTRUCTURES.COM To whom it may concern, This letter is to state that 1, Bob Graham, owner of Daybreak Realty, hereby wave the recommendation by the soils engineer to obtain an additional soils report and take full responsibility thereof. I also hereby state that 1 have installed the plumbing, heating and gas pipe not supplied by Magnolia Homes excluding exterior septic and water systems. Please call Jerry Rusch with Rocky Mountain Steel Structures with any further questions. Thanks you, Bob a ' / c 4' 1`I,-`q/pvj B b Graha er of Daybreak Realty S ROCKY AIN STEEL STRUCTURES, INC. 3/-0?. RUSCH , PRESIDENT KAUP ENGINEERING INC. 1129 Grand Avenue Glenwood Springs, CO 81601 (970)945-9613, fax (970)945-9633 February 19, 2010 Jerry Rush Rocky Mountain Steel Structures 0353 E Vista Drive Silt, CO 81652 RE: High Mesa Foundation Dear Jerry: Per your request, I am writing to respond to the building department's question regarding the assumed soils bearing pressures for this project. You provided us with soils report # 107 0639, by HP Geotech dated 12114/07 that was provided for the High Mesa Development. The report gave 2 different soils bearing pressures depending on which type of bearing soils the building was founded on. We were not provided with a site specific location for the building so we assumed the lower bearing pressure option of 1000 PSF. There were a few borings which indicated high compression when wetted. The soils report recommends that site specific bearing pressures be reviewed by a soils engineer after excavation and before foundation placement, to verify the design pressures given in the report. The Owner has the option to proceed without this verification as long as the Owner is willing to accept the associated risk. Pie Il other questions or comments. . • 9b ^;(fa� /A,8 '1 Wlp O . 51MPSON LTP4 PLATE @ 48° O.G. AROUND OUTSIDE OF BLD 4 NAIL. COVER VV FIELD INSTALLED TRIM EAN12 BOARL7. FAGTORY INSTALLED 2xIO PL x DONT BY BLDG SUPPLIER T WALL= SEE PLAN V o.C.3(-1 PREFAB BLDG BY THERE. Am? 2x BEARING SHIM @ EACH FLOOR JOIST. 4) Sd NAILS 16" O.G. IN EACH JOIST E3AY T PLY --SEE PLAN 2x8 TREATED SILL PLATE IN/ " EPDXY BOLTS @ 48" O.G. l -III I 1 ILllll �I FOUNDAT SEE SOILS REPORT (2) #5 x CONT TOP 4 BOT HORIZ @ 16'0c VERT @ 16"OG ij X cV DV'L @ 92°O0 ALTERNATE 6° LEOS -05XCO • SEE PLAN T FTG - SIM PLAN iII�1�III .111- 11i w1 SU IECTTONOATI'D Ci Yfl' NS x; INSPECTIONS GARFIELD COUNTY BUILDING DEP TMENT Date 1Vr_4—.B37146---- SLI} COPY NO THEE PLANWITHOUT S ON SITE ge of 13 /4 1/J d/ U! CONNECTION BY PREFAB BLDG SUPPL I ER 2X6 TOP 2X6 RDWD SILL X CONT W/ S/S"cPXIO" ANGH BOLT *32" OC Tett"' t T WALL SEE PLAN1-1 2X6 BRG WALL ®16"OC IN/ BLOCKING ® MID HEIGHT O- - @ 3/4" - SHEATHING PER PLAN TPTG SEE PLAN1-1 S *SXCONT III�1III1IIII --.111117-7-7---- 11111 SE FLAN �IIII R OR 2x6 WA Ftg_kne_wa! I Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset eery 1 Assessor Sales Search Clerk & .Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail I Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Levy Revenues Detail Tax Area 027 [-Account Number R270499 Parcel Number 240719300162 2008 Mill Levy 35.007 Owner Name and Mailing Address DAYBREAK REALTY LLC 400 PANAMINT RD IkENO, NV 89521 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:19-7-95 DESC: SEC 19 LOT 3(38.15AC), E1/2SW, W1/2SE. SEC 30 LOTS 4(39.53AC). 5(40.O8AC), 7(38.57AC), 8(38.27AC), NESW, SENW, SWNE. 7/96 SEC 25 S1/2SE.SEC 36 N1/2NE DESC: EXCEPT A TR OF LAND CONT. 36.637 AC+/- AS DESC IN QCD 759300. DESC: ALSO A TR OF LAND CONT. 16.75 AC +/- AS DESC IN BNDY LINE ADJ PLAT REC # 759297 & f AFFDAVIT REC # 759296 & QCD REC # 759295. PRE:R270430 AND/THRU:& TO:R270243 SUC:R045445 BK:0973 PG:078613K:0948 PG:0016 BK:0601 PG:0658 BK:0581 PG:0255 BK:0580 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240719300162 9/16/2009 Parcel Detail Page 2 of 4 IPG:0066 BK:0569 PG:0664 BK:0569 PG:0301 BK:0553 PG:0055 BK:0463 PG:0535 13K:0338 PG:0345 RECPT:759303 RECPT:759302 RECPT:759301 RECPT:759300 RECPT:759299 RECPT:759298 RECPT:759296 RECPT:759295 RECPT:740788 RECPT:740787 BK:1795 PG:665 RECPT:697140 BK:1736 PG:193 RECPT:684447 BK:1357 PG:790 RECPT:604127 BK:1248 PG:581 RECPT:579955 BK:1248 PG:571 RECPT:579954 BK:1248 PG:558 RECPT:579953 BK:1248 PG:545 RECPT:579951 BK:1248 PG:541 RECPT:579950 BK:1200 PG:868 RECPT:567427 BK:1200 PG:867 RECPT:567426 BK:1126 PG:39 RECPT:544392 BK:0974 PG:0712 Location Physical Address: PARACHUTE Subdivision: Land: Land Acres: 614.713 Land Sq Ft: 0 Section Township Range 19 7 95 2009 Property Tax Valuation Information Additional Value Detail Most Recent Sale http://www.garcoact.com/assessor/parcel.asp?ParcelNu ber 240719300162 9/16/2009 Actual Value Assessed Value Land: 4,070 1,180 Improvements: 0 0 Total: 4,070 1,180 Additional Value Detail Most Recent Sale http://www.garcoact.com/assessor/parcel.asp?ParcelNu ber 240719300162 9/16/2009 Parcel Detail Page 3 of 4 Sale Date: Sale Price: 4/20/2001 750,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2008 Tax Payment: Whole ($40.96) 2008 Tax Amount $40.96 2007 Tax Payment: Whole ($43.68) 2007 Tax Amount $43.68 2006 Tax Payment: Whole ($44.08) 2006 Tax Amount $44.08 2005 Tax Payment: Whole ($44.20) 2005 Tax Amount $44.20 2004 Tax Payment: Whole ($50.26) 2004 Tax Amount $50.26 2003 Tax Payment: Whole ($53.92) 2003 Tax Amount $53.92 2002 Tax Payment: Whole ($51.64) 2002 Tax Amount $51.64 2001 Tax Payment: Whole ($55.05) 2001 Tax Amount $55.08 2000 Tax Payment: Whole ($66.58) 2000 Tax Amount $66.58 1999 Interest Payment ($1.02) 1999 Interest Charge $1.02 1999 Tax Payment: Whole ($51.22) 1999 Tax Amount $51.22 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240719300162 9/16/2009 MAGNOLIA HOMES STRUCTURAL DESIGN PACKAGE GERING, N MAGNOLIA_ OMS STS U CTU RA D SIGN QAC CAGE DESIGN CODES 11 GENERAL NOTES: 2006 INTERNATIONAL RESIDENTIAL CODE FLOOD LOADS: SITE SPECIFIC FLOOD LOADS HAVE NOT BEEN ASSESSED IN THIS DESIGN. FOR BUILDINGS LOCATED IN FLOOD ZONE AREAS, AS ESTABLISHED IN SECTION R301.2.4 SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION R324 _2006 [RC]. DESIGN LIVE LOADS FLOOR = 40 PSF LIVE LOAD (MIN.) ROOF = 45, 80 AND 100 PSF LIVE LOAD BUILDING TYPE = GROUP R DIVISION 3 NUMBER OF STORIES = 1 SEISMIC CATEGORY = A, B Sc C WIND SPEED = 100 MPH EXPOSURE "C" (3 SEC. GUST) MAXIMUM ROOF PITCH = 7:12 GLAZING: IF LOCATED IN WIND BORNE DEBRIS REGIONS ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENT OF THE LARGE MISSILE, TEST ASTM "E" 1996 AND ASTM 1886 OR HAVE PRECUT 7/16" STRUCTURAL SHEATHING AND ATTACHMENT HARDWARE PER TABLE R301.2.1.2 PROVIDED FOR ALL GLAZING OPENINGS WITH THE HOME. " ���.N DRAWING INDEX ,= oNTAN, #1 = COVER SHEET #2 = 24 WIDE BUILDING CROSS SECTIONT #3 = 24 WIDE BUILDING CROSS SECTION — (111" SIDEWALL) #4 = 28 WIDE BUILDING CROSS SECTION #5 = 28 WIDE BUILDING CROSS SECTION — (111" SIDEWALL) (111d ' * -� �j o 1�,�<t�RFG1STfi' ttit�;/ONAL RAY i SND ER r` 13v:4PEE L C..; . Fi— LOCATION ON LOT: MINIMUM DISTANCE OF 3' FROM BUILDING TO PROPERTY AND ADJACENT BUILDINGS. #6 - 32 WIDE BUILDING CROSS SECTION — (111" SIDEWALL) }7 = FLOOR DETAIL I11C€��. #8 = HEADER DETAIL = WALK—A—BAY FRAMING DETAIL (4,1 c� #10 = WALL DETAILS #11 = WALL DETAILS --- (111" SIDEWALL) �� = #12 = FIREPLACE DETAIL ` 9OFESS�� #13 = ROOF DETAIL #14 = RIDGE BEAM DETAIL #15 = DORMER DETAIL #16 = PRISMATIC DORMER #17 = 24 / 28 / 32 WIDE TAG DETAIL #18 = PROW DETAIL 19 = SHEAR WALL -- COLUMN --- DIAPHRAGM CHARTS APt�Q,a �'ti� ar 1% ,Q,..°kpQRE6 a •.. T<r ",.� _'O � : or. .:41-1� I se x, ? = .' a .�,.' s = il :e�"p; m. �s -1,. i iF 1.4';,= .�°a ®, f0 A\.'4 d° as +legal �. a, Engl„ y� Tuc e��. 0y F 9 Q 6267#9 f <n, ,g' Data romt0 t, ; 'ct. v..0 I04, � N 7984 R.. UCKER sr� °F�� Magnolia Homes P.O. BOX 657, GERING, NEBRASKA 69341 SCALE N.T.S. DATE 2 7 42ae DRAWN CHRIS CHEC7�D 11111 MODEL DRAWING NO. 643E REVISION Bf [ COVER SHEET TYP 1 LOOSE FILL MINERAL WOOL INSULATION ROOF TO WALL CONNECTION: 3/8"x 6' LAG SCREW THROUGH RIM RAIL PITO TOP PLATE AT 46' 0.0. (1 1/2" 818. PENETRA ON INTO TOP PLATE.) 2x4 RIM RAILlir (12 SPF MIN.) �.*sibs*� si010iss�s 980 AT EN12 / 16 OR GINEEREQ 8001'24 JRUS O.C.SES SEE APPUCABLE DW . FOR SNOW LOAD ROOFS (6 TOP PLATE 13 SPF MIN.) HEADER (14P) SEE DETAIL HOUSE WRAP TO COMPLY WITH N1102.4, IRC 2906 -w -»--- 2x6 STUDS AT 16' 0.0. (STUD GRADE SPF MIN.) 3/8' OR 7/16' APA RATED SHEATHING 0R EOIINL 0 24/0 SPAN INDEX. INSTALLED WITH FACE GRAIN PARELLEL TO STUDS. SEE FOUNDATION ATTACHMENT DETAIL p. n 5/8" GYPSUM BOARD TAPE ANO TEXTURED INSTALLED PARALLEL. TO TRUSS. VAPOR ORMFG.IINSTRUCTIONS.RIER SPRAY (INSTALLED 1/2" GYPSUM 8/1180080 INSTAL 1001 P P0801001/8 08 PARALiOI. TO 5100. R--19MIN INSULATION WRH KRAFT C VAPOR BARRIER (KRAFT RACK TO THE WARM SIDE OF WALL.) 2X6 807108 PLATE (12 SPF MIN.) OPT INSULATION W VAPOR BARRIER ( NOTE 5) 5/16 x 5" LAG 5CREY15 0 32" 0.0. OR 1 1/2" x 8" 30 CA METAL STRAP 4'-0" O.C. ATTACHED TO TRUSSES W/ (5) .131x 3" EA. SIDE OF JOINT IA \ 45 DEG. MAX ANGLE (12 SPF) 2x4 RAIL RIDGE BEAM (TYP) SEE DETAIL VON- SPF TOP PLA MIN. ROOF SHEATHING 15/32' APA RATED (PLYWOOD OR OSB) 32/16 INDEX FOR 45 PSF • d` • •'� )] (, O AND 7/16" AAA RATED (PLYWOOD OR 058) 24/16 FOR 80 & 100 PSF ti �.f�<C' �,°,O ^.» (OFF SET SPLICES 32' MIN.) c iQ 2x12 RAIL (12 HEM FIR) TO TRUSS. 8/ (8) .131x3' NAILS 5/8' (ALT. (3/4") T&G PLYWOOD APA RATED STURO-I-F1.00R INSTALLED PERPENDICULAR TO JUST. SILL PLATES IN DIRECT CONTACT 8/ODIC. FOUNDATION SHALL BE TREATED WOOD, FOUNDATION REOW000. OR ANY SPECIES OF WOOD APPROVED BY THE BUILDING OFFICIAL HAVING JURISDICTION. ssssfss�.s OWI sssrsss Rs4 • PPM 1sws01.0.0sa0A 1. ss x -LEDGER 81.ACK% .p. TYP. HEAT TRUNK (12 SPF MIN.) .4 RE INSTALLED DBL. 2 X 6151_11 101, SILL PLATE 42 SPF MIN.) 2x8 FL008 30151 0 18' 0.0. 12 SPE OR BEI1101 MARRIAGE WALL 2x4 STUDS AT 16' 0.C. (42 SPF MIN.) 116' MAX 80514T 164 NAILS 0 6" 0.0. 4 (480TTOM LATE 2 5PF MIN.) WIRE CHASE 081- 2x8 QRx66P)SILL P (12 SP 1/2" ROUND SlsIL. ANCHOR BOLT -EMBED AT LEAST 8" INTO CONC. SPACE AT 4'-0" 0.C. ON LATERAL ENDS OF HOUSE 0 6'-0" 0.0. 164 NAILS 0 6' 0.0. EXE. WALL 2x6 STUDS AT 16' O.C. (STUD GRADE SPP MIN.) CLASS A SHINGLES INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 301 FELT PAPER W/ ICE BARRIER UNDERLAYMENT INSTAL ° VA PER SHINGLE MFG'S INSTRUCTIONS '��.1`ter., ir • QjNd' 9" STARTER STRIP , '6u t81' APPLIED UNDER FIRST ROW OF SHINGLES. 2-2x 2 RIM JOIST(42 HEM FIR OR BTR) 7/16' HARDBOARD ECTFRIOR SIDING OR NSYALLEO PER MFG. INSTRUCTION (2)-1 1/2"x 11 1/4' LVL (OTHER SIDING OPTIONS AVAILABLE) I ! `3/8'x 6' LAG SCREWS AT 32' 0.C. R � BOTTOM BOARD BLOCK ON LONGITUDINAL 01005 OF NOUSE & *THIN 12" OF EA. PLATE END. TION W4 VAPOR BARRIER (300 NOTE 5) PIER SPACING W / RIDGE BEAM / CLEAR SPAN MATERIAL 45 1 80 1 100 4 42 HEM FIR 101'-10" 10'-10' 10'-10" 141_ E=2.0 16'-5" 16'-5' 16'-5" NO SPLITS IN LUMBER NOTES: 1. ATTIC SPACE SHALL BE VENTED AT A RANO OF 1 50. IIT. OF VENTILATION TO 300 S0. F1. OF ATTIC SPACE. 2. INTERIOR WALL C0NST8UCT10N : 2x4 TOP PLATE = SINGLE 42 SPF MIN. 3. INTERIOR WAIL, CONSTRUCTION : 214 80TTOM PLATE = SINGLE 42 5PF 81N. 4. INTERIOR WALL CONSTRUCTION 2x3, 214 AND 2x6 STUDS, STUD GRADE SPF MIN. AT 18' 0.C. 5. INSULATION TO BE INSTALLED BY EITHER CUSTOMER, DEALER OR RECTION CONTRACTOR AND MAY BE KRAFT FACED HALTS BETWEEN JOIST (WITH PAPER AGAINST JOIST) OR BLANKET ON BOTTOM FOUNDATION WALL FROM DECKING BETWEEN JOIST TO INT. GRADE WITH POLY V.B. ON SITE. 6. ANCHORING OF FACTORY BUILT STRUCTURE TO THE FOUNDATION MEETS THE REQUIREMENTS FOR 5E1581C ZONE A. B AND C 7. SEE 144108+1. SPECIFIC GRADES, SPECIES. ETC. 8. THE USE OF SPF MAY BE SUBSTMTTED WITH HEM FIR AT ANY LOCATION. METAL FLASHING APPLIED BELOW 1060081.4080111' 0 EAVES & OVER UNORLAY8ENT 0 RAKES. 7/16" HARDBOARD EXTERIOR SIDING (TRIM) PIER SPACING W / RIDGE BEAM / MARRIAGE WALL MATERIAL 45 4 80 1 100 4 42 HEM FIR 6'-0" 6'-6" 6'-O" LVL E=2.0 12'-0" 1 i'-5" 10'-10" 140 SPLITS IN LUMBER • ALL BEAMS JOINTS SUPPORTED 5Y PIERS LVL. PROPERTIES Fb-2500 Psi) / (E=2.0) DATE 810051ON Magnolia Homes P.O. BOX 557, GERING, NEBRASKA 69.341 SCALE N.T.S. I DATE 2-07 DRAWN CHRIS 10050105 TITLE JOB MODEL 24 WIDE BUILDING CROSS SECTION ,I'DNTary,,) TSC� 7 RAY Moi \ Y) ?.4 PE 1 =, �{ j 'FA �: /or -.At F DRAWING NO. TP 2 vox ex 9. FASTENERS IN CONTACT WITHTNEATE51Uti16ER TORE HOT DIPPED GALVANRED (ASTM AIS3) OR STAINLESS STEEL R -3B LOOSE FILL MINERAL WOOL INSULATION ROOF TO WAIL CONNECTION: 3/8"6 6' LAG SCREW THROUGH RIM RAIL INTO TOP PLATE AT 36' 0.C. (1 1/2' MIN. PEREIRA ON INTO TOP PLATE.) 2x4 RIM RAIL (12 SPF MIN.) MIN.) (13 5 TOP NT SPF HEADER (TIP) SEE 0ETAL HOUSE WRAP TO COMPLY W1111141102.4, IRC 2056 2x6 STUDS AT 16' 0.0. (STUD GRADE SPF MIN.) 3/8" OR 7/16' APA RATED SHEATHING OR EQUAL 0 24/0 SPAN INDEX, INSTALLS WITH FACE GRAN PARELLEL TO STUDS. SEE FOUNDATION ATTACHMENT DETAIL PRE ENGINE, ROOF TRUSSES AT 12 5 0R 24" 0.0. SEE APPLICABLE DW0. FOR SNOW LOAD ROOFS 5/8' GYPSUM B0AN0 TAPE AND TEXIUREO INSTALLED PARALLEL TO TRUSS. VAPOR BARRIER SPRAY (INSTALLED PER MFG. INSTRUCTIONS.) 5/16 x 5' LAG SCREWS 0 32' 0.0. OR 1 1/2' x 8' 30 GA. METAL STRAP 42-0' 0.C. ATTACHED TO TRUSSES W/ (5) .131x 3' EA SIDE OF JOINT (12 SPE) 2x4 RAL RIDGE 9 ALM (TIP) X4 SPF MIN.) TOP PLAT5 2 1 2' GYP5UM WALLBOARD INSTAILEO P RPENDICUTAR OR PARALLEL TO 5TU0. R-19 INSULATION WITH KRAFT BACK VAPOR BARRIER (KRAFT BACK TO THE WARM SIDE OF WALL) 2x8 BOTTOM PLATE (12 SPF MIN.) OPT R -i1 INSULATION W VAPOR BARRIER ( NOTE 5) 5/8' (ALT. (3/4') 74:0 PLYWOOD APA RATED STUROd-FLOOR INSTALLED PERPE10€CUL.AR TO JOIST. SILL PLATES IN DIRECT CONTACT W/CONC. FOUNDATION SHALL 8E TREATED WOOD, FOUNDATION REDWOOD, OR ANY SPECIES OF WOOD APPROVED 8Y THE BU4AlN OFFICIAL HA IAO JURISDICTION. •001/#•r4141il. 10.111.4140.1,64111441114.1 2 x _ LEDGER BLOCK t 02 SPF MIN.)_ " 316E INSTALLED DBL_ 2 X 6'�■�.� ,iii SILL PLATE (12 SPF MIN 1 r .111010 268 FLOOR JOIST 0 16' 0.C. SPF OR 8E11514 MARRIAGE. WALL 2x4 STUDS AT 16" O.C. (12 SPF MTN.) 116' MAX HEIGHT 164 NAILS 0 6' 0.C. gg 4 8075084 .)61167E ($2 561E MIN TYP. HEAT TRUNK WIRE CHASE 45 ANGLE gyyt3�c),13, sjF ). ROOF SHEATHING 15/32' APA RATED (PLYWOOD OR OSB) 32/16 INOE( FOR 45 P5F 0� °� u ikF•' "'. AND 7/16" APA RATED (PLYWOOD 0R 058) 24/16 FOR 80 & 100 P5F A V ', ♦ T. (OFF SET SPLICES 32' MIN.) .4 SQ' • z ° a e CLASS A SHINGLES INSTALLED PER A i� e j MANUFACTURER'S INSTRUCTIONS. --o. 30# FELT PAPER W/ ICE BARRIER UNDERIAYMENT INSTALLED ' Off. a°.° .°. °CLj� ,£ PER SHINGLE MFG'S 1NSTRUCT10Ns 4g�ess/v(u . v.4 �`� I{4,I1�t�� 2x12 RAIL (12 HAS FR) TO TRUSS. W/ (8) .13163" NV1.5 16d WARS 0 6' 0.0. ...� sibeAsiliwg AIL OF- 1/2' ROUND STEEL ANCHOR BOLT- EMBED AT LEAST 8' INTO CONC. SPACE Al 4'-0' 0.0. ON LATERAL. ENDS OF HOUSE 0 6'-O' 0.C. ON LONGITUDINAL SIDES OF NOUSE do WRHIN 12' OF EA. PLATE END. 081 2x8 (g2 2465 ILL OPT R-11 INSULATION W / VAPOR BARRIER (SEE NOTE 5) EXT. WALL 2x6 STUDS AT 16' O.C. (STUD GRADE SPF MIN.) 9' START -5R STRIP APPLE, UNDER FIRST ROW OF SHINGLES. 2-2x 2 RIM JOIST(12 HEM FIR OR BTR) [7/16' HARDBOARD 011516106. SIDING (2)-1 1/2'04 1/4' LVL hN1STALLEO PER MFG. INSTRUCTION (OTHER SIDING OPTIONS AVAILABLE) .." ---...3/87x 6" LAG SCREWS AT 32' 0.0. TE BOTTOM BOARD MATERIAL PIER SPACING W / R(DOE BEAM / CLEAR SPAN MATERL4L 45 1 80 1 100 1 j2 HEM FIR 10'-10' 10'-10' 1C -10 - VA. E.-2.0 16'-5' 16'-5' 16'-5' NO SPLITS IN LUMBER 1407ES: 1. ATTIC SPACE SHALL 8E VENTED AT A RAT10 OF 1 S0. FT. OF VENT1161105 TO 300 50. 41'. OF ATTIC SPACE. 2. 1NTERIOR WW1 CONSTRUCTION : 2x4 TOP PLATE = SINGLE #2 SPF M€14. 3. INTERIOR WALL CONSTRUCTION : 264 BOTTOM PLATE = SINGLE 12 SPF M1N. 4. INTERIOR WALL CONSTRUCTION : 2x3, 2x4 AND 2x6 STUDS, STUD GRACE SPF MIN. AT 15' 0.0. 5. R-11 INSULATION TO BE INSTALLED BY EITHER CUSTOMER, DEALER OR ERECTION CONTRACTOR AND MAY BE R-11 KRAFT FACED 8ATTS BETWEEN JOIST (WITH PAPER AGAINST JOIST) OR R-11 81ANKET ON 80TT03.1 FOUNDATION WALL FROM 5801(160 BETWEEN JOIST TO INT. GRADE WITH POLY V.B. ON SETE. 6. ANCHORING OF FACTORY BUILT STRUCTURE TO THE FOUNDATION MEETS THE REQUIREMENTS FOR SEISMIC ZONE A. 8, AND C 7. SEE MATERIAL SPECIFIC GRADES, SPECIES, ETC. 8. 1116 USE OF SPF MAY BE SUB511T1i150 WITH HEM FIR AT ANY LOCATION. OFFIT P. HARDBOARD) IAL TYBOARRD) 0 /ar En?.,�� 5267 METAL FLASHING APPUED BELOW UNDER/AMENS 0 EAVES & OVER UNDERIAYMENT 0 RAKES, Date 7/16" HARDBOARD EXTERIOR Si0€NG (i1 PIER SPACING W / RIDGE BEAM / MARRIAGE WALL MATERIAL 45 1 60 1 100 0 12 HEM FIR 8'-0' 6'-6' C -0 - LVL E=2.0 12'-8' 11'-5' 10. -10 - NO SPLITS IN LUMBER • ALL BEAMS JOINTS SUPPOtti EU BY PIERS LVL PROPERTIES Fb'•2500 Psi) / MAGNOLIA HOMES /0 P.O. BOX 657, GERING, NEBRASKA 69341 SCALE N.T.S. ( DATE 2-07 DATE REVISION err DRAWN CHRIS !CHECKED TITLE J08 MODEL 24 WIDE BUILDING CROSS SECTION 111' SIDEWALL DRAWING N0. TYP 3 NWT Cr 9. FASTENERS IN CONTACT WITH TREATED LUMBER TO BE 1tOT DIPPED GALVANIZED {ASTM A153) OR STAINLESS STEEL LOOSE FILL LINEAL WOOL INSULATION ROOF TO WALL CONNECTION, 3/8'x 6' LAG SCREW THROUGH RIM RAIL INTO TOP PLATE AT 46" 0.C. (1 1/2' MIN. PENE116 ON INTO TOP PLATE.) 2x4 RIM RAIL (#2 SPF MIN.) �c6 TS?; MIN.OP PLAT)E (,3 HEADER (TYP) SEE DETAIL USE WRAP TO COMPLY 451 N1102.4, IRC 2006 2x6 STUDS AT 16' D.C. (STUD GRADE SPP MIN-) 3/8" 0R 7/16' APA RATED SHEATHING OR EQUAL 0 24/0 SPAN (NOM INSTALLED WITH FACE GRAIN PARALLEL TO STUDS. I SEE FOUNDATION ATTACHMENT DETAIL PRE ENGINEERED ROOF TRUSSES AT 12 / 6 OR 24 O.C. SEE APPUCABL£ DW . 0014 31081 LOAD ROOFS 5/8' GYPSUM BOARD TAPE AND MATURED INSTALLED PARALLEL TO gN ALLEfl TRUSS. VAPOR PER MFGBARRIER IINSTRUCTIONS.) 1/2' GYPSUM WALLBOARD INSTA€ I x!1 PERPENO€CULAR OR PARALLEL TO STUD. KRAFT BACK INSULATION WRH WITH VAPOR BARRIER (KRAFT BACK TO THE WARM SIDE OF WALL) 2 6 BOTTOMN.) PLATE (#x2 SPF MI 001 INSULATION W VAPOR BARRIER ( NOTE 5) 5/16 x 5' LAG SCREWS 0 32' D.C. 0R 1 1/2' x 8' 30 GA METAL STRAP 4'-0" 0.C. ATTACHED TO TRUSSES W/ (5) .131x 3' EA. SIDE OF JOINT 45 DEG. (#2 SPF) MAX ANGLE .4.41j fi:1 2114 RIDGE BEAM (TYP) SEE DETAIL (#2 4C4 TOP 01.61 5PF 5/6' (ALT. (3/41 T&0 PLYW000 APA RATED STURD-I-FLOOR INSTALLED PERPENDICULAR TO JOIST. illit.I.T.4.10111111.66.1611ffiliff 21110 FLOOR JOIST 416' O.C. 00.,•�+0s - #2 SPF OR BETTER 1y-----2 x _ LEDGER 11BLOCKW lli41111 TYP. HEAT TRUNK 11. (#2 SPF MIN.) .�.m# . SITE INSTALLED DBL. 2 5 6'��'��1�•_ SILL KATE (#2 301 MIN.) MARRIAGE. WAIL 2x4 STUDS AT 16' 0.0. (#2 SPF MN.) 116' MAX HEIGHT SILL PLATES €N DIRECT CONTACT Y!/CONC. FOUNDATION SHALT. BE 1REA1E0 WOOD, FOUNDATION REDWOOD. OR ANY SPECIES OF WOOD APPROVED BY THE BUILOIN OFF200L HAVING JURISDICTION. 16d NAILS 0 6' O.C. a 601708. TE 2 SPF MIN ROOF SHEATHING A E(1 (PLYWOOD OR 2" ARA RATED ( 058) 24/16 FOR 000 8 0030 AND (OFF 32/16 INDEX FOR 45 PSF SF 7/16» APRAT SET SAUCES 32 MIS.) CLASS A SHINGLES INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2x12 RAIL (#2 HEM FIR) TO 1RUSS. W/ (6) .131x3' NAZIS 16d NAILS 0 6 0.0. WIRE CHASE 1/2' ROUND STEEL ANCHOR BOLT -EMBED AT LEAST 8" INTO 0050. SPACE AT 4'-O" 0.C. ON LATERAL ENDS OF HOUSE AND 6'-O' 0.0. ON LONGITUDINAL S€DES OF HOUSE. OPT INSULATION W VAPOR BARRIER ( NOTE 5) 1100.4110111 4.- 8 CK 691. WALL 2x6 STUDS AT 16' O.C. (STUD GRADE SPF MIN.) 30# FELT PAPER W/ ICF BARRIER UNOERLAYMENT I 0618 SHINGLE M 'S INSTRUCTIONS 9' STARTER STRIP APPLIED UNDER AR5T ROW OF 55150)E5, 2-2x 2 RIM 10€51(#2 HEM FIR OR BAR) L7/16" HARDBOARD ETCTERi0R 510160 2 1 1/2'071 1 4 LVL STALLED PER MFG. INSTRUCTION ()" / ' (OTHER 5(01NG OPTIONS AVAILABLE) �3/6'x 6" LAG SCREWS AT 32' O.C. 08L 2x8 08 66SILL PLATE (#2 SPP) x„„801708 BOARD MATERIAL 1 1 PER SPACING W / RIDGE BEAM / CLEAR SPAN MATERIAL 45 # 80 # 100 # #2 HEM PIR 10'-3' 7 10'-3' 10'-3» LVL E=2.0 15'-8' 15'-8' 15'-8' NO SPLITS (5 LUMBER 50 MATERIAL TYP. HAR050AR0) METAL FLASHING APP1E0 BELOW UNDERLAYMEAT 0 EAVES & OVER UNDERLAYMENT * RACES. 7/16' HARDBOARD, EM£R€0R SIDING (TRIM) P156 SPACING W / RIDGE BEAM / MARRIAGE WALL MATERLAL I 45 if 80 # 10O # #2 HEM FIR! 7'-»2' 5-11' 5'-6" LVL E=2.0 12'-2' 10'-10' 10'-4' NO 5PLf1S IN LUMBER e ALL BEAMS JOIN15 SUPPORTED BY PIERS LVL. PROPERTIES (F6=2500 psi) / (E=2.0) NOTES: 1. ATTIC SPACE SHALL BE VENTE0 AT A RATIO OF 1 S0. FT. OF VENTILATION TO 300 5Q. 01. OF ATTIC SPACE 2. INTERIOR WALL CONSTRUCTION : 2x4 TOP PLATT= ' SINGLE #2 SPF MIN. 3. INTERIOR WALL CONSTRUCTION : 2x4 1301TOM PLATE = SINGLE #2 SPP" MIN. 4. INTERIOR WALL CONSTRUCTION = 2x3. 2x4 AND 2116 511)05, STUD GRADE SPF MIN. AT 16' O.C. 5. INSULATION TO BE INSTALLED BY ETHER CUSTOMER, DEALER OR ERECTION CONTRACTOR AND MAY BE KRAFT FACED BATTS BETWEEN 50151' (WT11 PAPER AGAINST JOIST) OR BLANKET ON 601708 FOUNDATION WALL FROM DECKING BETWEEN JOIST TO INT. GRADE WITH POLY V,6. ON 51TE. 6. ANCHORING OF FACTORY BUILT STRUCTURE TO THE FOUNDATION MEETS THE REQUIREMENTS FOR SEISMIC ZONE A, B, AND C. 7. SEE MATERIAL, SPECIFIC GRADES, SPECIES, ETC. 8. THE USE OF SPF MAY BE SUBSTITUTED WITH HEM FIR AT ANY LOCATION. CR Magnolia Homes P.O. BOX 857, GERING, NEBRASKA 69341 561.6 N.T.5. 1 DATE 2-07 JOB DRAWN CHRIS CHECKED 1ITLE MODEL 28 WIDE BUILDING CROSS SECTIONTM 4 j1DRAWIN0 N0. ]7 em 8. FASTENC 11516 CONTACT WITH TREATED LIMIER TO BE HOT GIPPED GALVANIZED ABM 61631 OR STAINLESS STEEL � 0 RAY€) ND ' T ' �R 13084p0 'G'rBTEREO 6",01VA L E� \RdFESo�P� R.3B L00SE FILL MINERAL. WOOL INSULATION ROOF TO WALL CONNECTION: 3/8'x 6' LAG SCREW THROUGH RIM RAL INTO TOP PLATE AT 48' O.C. (1 1/2' MIN. PENETRATION INTO TOP PLATE.) 2x4 RIM RAIL (12 SPF M18.) 6 TOP PLATE 4.13 SPF MN.) HEADER (TTP) SEE DETAIL PRE 6 QR 24 _TRUSSES. 5EE APPLICABLE DWG. FOR SNOW LOAD ROOFS USE W4TAP TO COMPLY LTH N1102.4, IAC 2006 2x6 STUDS AT 16' 0.0. (STUD GRADE SPF 818.) 3/8' 0R 7/16' APA RATED SHEATHING DR EQUAL .0 24/0 SPAN INDEX. INSTALLED WITH FACE GRAIN PARALLil. TO STUDS. 1 SEE FOUNDATION ATTACHMENT DETAIL 5/16 R 5' LAG SCREWS B 32' 0.C. OR 1 1/2' x 8' 30 GA. METAL STRAP 0.0. ATTACHED TO TRUSSES IN/ (5) .131x 3' EA. SIDE OF JOINT J \ MAX ANGLE (12 SPF) 264€NR L SEE DETAIL RIDGE BEAM (TTP) -j -ss. R00F SHEATHING 15//32' APA RATED (PLYWOOD OR 05B) 32/16 INDS( FOR 45 & AND 7/16' APA RATED (PLYWOOD OR 056) 24/16 FOR BO 100 P5F (OFF SET SPLICES 32' 818.) 2.12 RAIL (12 HEM RR) TO TRUSS. W/ (8) .131x3' NAILS 5/8' GYPSUM BOARD TAPE AND TEXTURED 20 TOP PLATE INSTALLED PARALLEL TO TRUSS. 2 SPF MIN.) VAPOR BARRIER SPRAY (INSTALLED PER MFG. iNSiRUCRONS.) 1/2` GYPSUM WALLBOARD INSTALLED P101PENDICULAR OR PARALLEL TO STUD. 8-19 INSULATION WITH KRAFT BACK VAPOR BARRIER (KRAFT BACK TO THE WARM SIDE OF WALL) 546 BOTTOM PLATE (12 SPF MIN.) OFT% R-11 INSULATION W VAPOR BARRIER (SEE NOTE 5) 5/8' (ALT. (3/47 T&G PLYWOOD APA RATED STURO-I-FLOOR INS54i1E0 PERPENDICULAR TO JOIST. F 4111000111.000.01/ t00.srs110ss100000 #: X00004111541 44,2�,1 . 4 2 x LEMUR BLOCK 114900/10. - SPF MIN.) •�� INSTALLED DBL 2 x 6100.110•00411 SILL PLATE (02 SPF MIN) 2410 810014 J01ST 0 16' O.C. -12 SPF OR BETTER 5# PLATES IN DIRECT CONTACT W/CONC. FOUNDATION 51IALL BE 'TREATED WOOD, FOUNDATION REDWOOD. OR ANY SPECIES OF WOOD APPROVED BY THE BUILDIN OFFICIAL HAVING JURISDICTION. MARRIAGE. WALL 2x4 STUOS AT 16' 0.0.1- (12 SPF MIN.) 116' MAX HEIGHT 168 NAILS 0 6' 0.0. 2X4 80TPFMIN10M .) PLATE (12 S - 1')P. NEAT TRUNK WIRE CHASE 13131. 2x8 QLi2 5e SILL PLATE 164 J4ALS 0 6 0.0. MT. WALLSIDES 16' (5810 GRADETSPF MIN) CLASS A SHINGLES INSTALLED PER MANUFACTURER'S INSTRUCTIONS w " 301 FRT PAPER W/ ICE BARRIER UNDERLAYMENT INSTALLED ,�O 4" •" \� PER SHINGLE MFG'S INSTRUCTIONS r SIONAV 41* "" � �>�$ 9' STARTER STRIP APPUED UNDER FIRST ROW OF SHINGLES. 2-2x12 RIM 40LST(12 HEM FIR 08 BTR) (2)-1 /2x11 1/4" LVL �3/E x 6' LAG 5558*4S AT 32' 0.0. 1/2' ROUND STEEL ANCHOR BOLT -EMBED AT LEAST 8' INTO CONC. SPACE AT 4'-0' 0.C. ON LATERAL ENDS OF HOUSE AND 6'-0' 0.G: ON LDNGDUOINAL SIDES OF HOUSE. OPT R-11 MUTATION W VAPOR BARRIER ( NOTE 5) BLOCK 'MATERIAL BOARD 1 L7/16' HARDBOARD 941ER108 SIDING NNSTALi.ED PER MFG. INSTRUCTION (OTHER SIDING OPTIONS AVAILABLE) PIER SPACING W / RIDGE REAM / CLEAR SPAN MATERIAL 45 .1 80 1 100 1 J' 12 HEM FIR 10'-3' 10'-3' 10'-3' LVL. E 2,0 15'-8' 15'-8' 15'-6' NO SPUIS IN LUMBER SOFFIT MATERIAL TTP. (HARDBOARD) METAL FLASHING APPUED� REAVES &ELOWN� YMENr 0 \ wVOMS\ UNDERLAYMENT b RAKES. 7/16' HARDBOARD EXIERLOR SIDING • ;'� PIER SPACING W / RIDGE BEAM / MARRIAGE WALT. MATERIAL 451 BO 1 1001 12 HEMA FIR 7'-2' S'-11' 5'-B' LVL E-'2.0 12'-2' AO' -10' 10'-4' NO SPOTS IN LUMBER • ALL BEAMS JOINTS SUPPORTED BY P1E35 LV1. PROPERTIES (1-b-2500 pal) / (E»2.0) 4'cK (Aar te NOTES: 1. 61110 SPACE SHALL 8E VENTED AT A RA110 OF 1 SQ. FT. OF VENTILATION TO 300 SQ. Ff. OF ATTIC SPACE. 2. INTIIRIOR WALL CONSTRUCTION : 2x4 TOP PLATE = SINGLE 02 SPF MIN. 3. INTERROR WALL CONSTRUCTION : 2x4 BOTTOM PLATE = SINGLE 12 SPF MIN. 4. INTERIOR WALL CONSTRUCTION : 21.3, 2x4 AND 2x6 STU05, STUD GRADE SPF MIN. AT 16' 04. 5. R-11 INSULATION TO 8E !HSI -PLIED BY EITHER CUSTOMER, OEAL9Y4 OR ERECTION CONTRACTOR AND MAY BE R-11 KRAFT FACED BATTS BETWEEN JOIST NTH PAPER AGAINST JOIST) OR R-11 BLANKET ON BOTTOM FOUNDATION WALL FROM DECKING BETWEE77I 4015T TO INT. GRADE WITH POLY V.B. ON 50E. 6. ANCHORING OF FACTORY BUILT STRUCTURE TO THE FOUNDATION MEETS THE REQUIREMENTS FOR SEISMIC TONE A. B AND C. 7. SEE MATERIAL SPECIFIC GRADES. SPECIES, ETC. 8. THE USE OF SPF MAY 8E SUBSRTUiED WITH TEEM FIR AT ANY LOCATION. MAGNOLIA HOMES P.O. BOX 657, GERING, NEBRASKA 69341 SCA7.1 N.T.S. 1067E 2-071 JOB ORA WH CHRIS t c1s1® RE+A510N L TITLE MODEL 28 WIDE BUILDING DROSS SECTION 111' SIDE*ALL DRAWING N0. TTP 5 J. VW OF 9. FASTENERS IN CONTACT WITH TREATED LUMBER TO 8E HOT DIPPED GALVANIZED {ASTM A153) OR STAINLESS STEM. LOOSE FILL MINERAL WOOL INSULATION PRE ENGIN AT 12 SEE APPLUCABLE D ROOF TO WALL CONNECTION: 3/8' x 6' LAG SCREW THROUGH RIM RAIL INTO TOP PLATE AT 36" 0.0. (1 1/2' MIN. PENETRATION INTO TOP PLATE.) 2z4 RIM RAIL (/2 SPF MAN.)lireg#1:4 1111 (f3 TOP 16116.E 2 6 SPF MICE E WRAP TO COMPLY 13TH N1102.4, IRC 2006 HEADER (TYP) 5E£ DETAIL 1Ep ROOF TRUSSES 6 OR 24 O.C. FOR SNOW LOAD ROOFS 2x6 STU05 AT 16' O.C. (STUD GRADE SPF MIN.) , 3/8' 0R 7/16' APA RATED I SHEATHING OR EQUAL 0 °i 24/0 SPAN INDEX, INSTALLED WITH FACE GRAIN PARALLEL TO MOS. SEE FOUNDATION ATTACHMENT DETAIL N tii 5/8' GYPSUM 80AR0 TAPE AND TEXTURED INSTALLED PARALLEL TO TRUSS. VAPOR BARRIER SPRAY (INSTALLED PER MFG. INSTRUCTIONS.)) 1/2" GYPSUM WALLBOARD INSTALLED PERPENDICULAR OR PA.RALLEL TO STUD. INSULATION WITH KRAFT BACK VAPOR BARRIER (KRAFT BACK TO T46 WARM SIDE OF WALL) M PLATE 2 SPF 2xBOTTMN.) W"%1 INSULATION BARRIER (SE£ NOTE 5) 5/16 x 5' LAG SCREWS 0 32' O.C. OR 1 1/2' x 8' 30 GA. METAL STRAP 4'-0' O.C. ATTACHED TO TRUSSES W/ (5) .131x 3' EA SIDE OF JOINT (12 SPE) 45ANGLE 2x- RAI RIDGE BEAM (EYP) SEE DETAIL ROOF SHEATHING 15/32' APA RATED (P1IW00D 0R 056) 32/18 INDEX FOR 45 PSI' AND 7/16' APA RAT'£D(PLYWOOD OR 088) 24/16 FOR 8D & 100 PSF (OFF SET SPLICES 32' REIN.) CLASS A SHINGLES INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2x12 RAIL (12 HEM FIR) TO TRUSS. W/ (8) .131113' NAILS 2o4 TOP PLATE 2 SPF MN.) 5/8` (ALT. (3/4") TAG PLYWOOD APA RATED SURD -1 -FLOOR INSTALLED PERPENDICULAR TO JOIST. SILL PLATES IN DIRECT CONTACT 1/CONO. FOUNDATION SMALL BE TREATED WOOD, FOUNDATION REDWOOD. OR ANY SPECIES OF WOOD APPROVED 80 THE BUILD! OFFICIAL HAVING JURISDICTION. 0411041100,041111 G .0041111104114041101/04111460 i0,49.0_«1Nrrf!_OisItitas CI 2 z - LEDGER BLOCK lt 410, -004la(02 SPF MIN.) •��� SITE INSTALLED DAL 2x6 1.0414r�_i• SILL PLATE (02 SPF MIN.) OBE- 2x8 0 3 1/2' ROUND SILEL ANCHOR BOLI -EMBED AT LEAST 8' INTO CONC- SPACE AT 4'-0' 0.C. ON LATERAL 51IDS OF HOUSE AND 6'-O' 0.0. ON LONGITUDINAL SIDES OF HOUSE Zz10 FLOOR JOIST 0 16' 0.0. —12 SPE OR BEL 1141 MARRIAGE WALL 244 STUDS AT 18" 0.0.1- (12 SPF MIN.) 116' MAX HEIGHT 188 NAILS O 6' 0.0. 4 BOTTOM PLATE 112 SPF M18.) — TYP. HEAT TRUNK WIRE CHASE O 1666 0.0. JWLS EXT. WALL 246 STUDS AT 16' 0.C. (STUD GRADE SPP MIN.) -2412 HEM FIR OR Bclleet) 2)-1 1/2'x 11 1/4' LVL 6' TAG SCREWS AT 32' C.C. OPT i6501.6PON W / VAPOR BARRIER NOTE 5) ( 2 5PF) ILL. PLATE BOTTOM BOARD MATERIAL 300 FELT PAPER W/ ICE WRIER UNDERULYMENT INSTALLED PIM SHINGLE MFG'S INSTRUCTIONS 9' STARTER STRIP APPLIED UNDER FIRST ROW OF SHINGLES. 7/16' HARDBOARD EXTERIOR SIDING INSTALLED PER MFG. INSTRUCTION (OTHER SIDING OPTIONS AVAILABLE) PIER SPACING W / RIDGE BEAN / CLEAR SPAN MATERIAL 45 # 80 1 100 1 12 HEM FIR 10'-O" 10'-O' 10'-O' LVL 54,2.0 15'-.2' 15'-2' 15'-2' NO SPLITS IN LUMBER NOTES: 1. ATTIC SPACE SHALL BE VENTED AT A RA110 OF 1 S0. FT. OF VENTILATION TO 300 50. FT. OF ATTIC SPACE 2. INTERIOR WALL CONSTRUCTION : 2x4 TOP PLATE = SINGLE /2 SPF NIM. 3. INTERIOR WALL CONSTRUCTION : 2x4 BOTTOM PLATE 4. SINGLE f2 SPF MIN. 4. INTERIOR WALL CONSTRUCTION : 2x3, 2x4 AND 2x6 211306, STUD GRADE SPE MIN. AT 16' O.C. 5. R-11 INSULATION TO 8E INSTALLED BY EITHER CUSTOMER, DEALER OR ERECTION CONTRACTOR ANO MAY BE R-11 KRAFT FACED 96115 BETWEEN JOIST MITI PAPER AGAINST JOIST) OR R-11 BLANKET ON BOTTOM FOUNDA110N WALL FROM DECKING BETWEEN JOIST TO INT. GRADE WITH POLY V.B. ON SITE. 6. ANCHORING OF FACTORY BUILT 51RUCTURE TO THE FOUNDATION MEETS THE REQUIREMENTS FOR SEISMIC ZONE A. 9 AND C 7. SEE TATUML SPECIFIC GRADES, SPECIES. ETC. 6. THE USE OF SPF MAY 8E SUBSTITUTED 611H HEM FIR AT ANY LOCATION 7/16' HAROBOA40 EXTERIOR 5101NG (TRIM) PIER 5PACN0 W / RIDGE BEAM / MARRIAGE WALL MATERIAL 451 801 1001 12 95MI ITR 6'-10' 5'-8` 5'»2' LVL 6-.2,0 11'-10' 10'-6" 10-0" NO SPLITS IN LUMBER ° ALL DEANS JOINTS SUPPORTED BY PERS LVL PROPERTIES F6=2500 701) / (6-2.0) Magnolia Homes �M P.O. BOX 657, GERING, NEBRASKA 69341 A/9 \%P� DATE SCALE N.T.S. 1 DATE 2-07 DRAWN CHRIS j MOTEL JOB MODEL BUILDING 08053 SECTION (32 WIDE) rDRAWING NO. MP 6 OW LENGTH Y �ONDID FLOOR SYSTEM ON 10 ,101 ALONG ROOK EDGE;'. .I END301515 P /lex S1 ANTS MTIH T/75'x 2'x15 GA. FASTENING SCHEDULE T' WITH P A CU STABLE AT IT' 0.0. l41TFl PYA CUE. STAPLE GLLi£ TRC OEC1m1G O TIP��. LOC_ FASTENER TYPE sax 0004H71£1Y Y6 aNO Po, MMSx. 5 00} .00H BAND toss TO LATERAL (,s ac) .404T_� NAR. (27.5 OR 2+10) 3"x.13,' 4 X TYP. RAA.- 061, 06 TRIPLE 1540454450L BAND .101^f (2x12) .TO EACH 011 74 - FACE NAIL PD. NAIL 3'x.£51'OHO-Fr.. % �� COL 10M 0 L1 MST ST - LONGITUDINAL - (TO EACHOTHER) AWL. P03441..3'77131' 16=E ERY xA x .F33GER PATE (La OR 2x4) TO 3.13 BARO 40401 - FACE HAI. P0, NAA_ 3"x.131' 4 1/2' 0-0 x A�. 2x0 SILL PLATE 70 BOTTOM OF EA 2x12 BAND ,304515 P0. NAA. 3' 131' YY py. 7 T1P. 80040 .4047' 6/6' TRG - HANG 100011 E00ES. 011 ENO J0IN15 PARALLEL VOLE 7/10-x 2 5. ac. INA TTY J01ST. AND 04 i pmELWNT JIXSN` 5/8' TRC -x04,0 PANEL it J PEAPE]ipKUWi TO =ST ''"TALE x £5 C4. x/75 f ib` O,a X 'Fr ' •"•� 1004 400T. AN ON INTERVIiHATE JOiSSTS 3/4" T&C - ALONG FLOOR EDGES, ON s'0 JOINTS PARALLEL STAPLE TA 15k� 8.. O.C. PYA . r (UPn 3/4' TRG -ALONG PANEL EDGE! PERPENDICULAR 30 .701ST swiEx 15xGA 18' O.C. XA 118118'116' 1 WINI1POE TERfOR ACM- (10 £4044 OMER) P0. NAIL 3'x.131' 12' 0.Q P YA ST/40R 6 144 JOIST A0. NAR. 3x131' O.O. DBL SNu. PLATE - (14 EACH OTHER) SPACNG TIP. 1FAL£-A-BAY 4" x 1. *EN NAL d' SIZE 7S NOT MED. THE NAB. SIZE IS GIVER 'LENGTH' x "MUM". Tort !� 2. scam 5Th& ARE MEN AS 'CROWN ATOM' x'LEO LENGTH' x GAME. 3. A.O. MMICNE ORNING NAILS AND STAPLES ARE O0ONT Ca4hD (£113). TYPICAL P CAL 3" LOOT LAYOUT A2100 FL06R JOSE 0 16' 0A. SINGLE STORY RANCH ONLY. II fl 11 5/16 x 4 1/2' 0 e O.C. 2x10 R1Ai I II RAI. 1 1.:\N 1I + x6 EXT. WALL 3x.331 NAIL -P0 1/1' 574001ROC% 5/6" 0440 PLY6GO0 OECKING .. a...- SHEAri4HG A 2...11 Ripen i i ' ' BOTTOM CHORDm EL LAY wax% 18' 0.0. EAS EDGE ANBD STAGGERED 2x1:1.0011 �=Z'5 AND 1 AT ENOS - 2x12 RIR JOIST isd TOE LTO AT �' �.I�. 47/01108 , ifU.C. ��� JOIST Tl41FGF,4 T44'» 44£314 24' MIA7(.24' W.X. 24' iMAx. !7� 8j 3.13, RAA. -PD i8 11 1 I``1f 1': 184' HO 110 t�. 1 VARIES 1 3-15d x TxA .4 1..,--4:•...•..i.----4- t (5424.0- 1 (2) 2x4 MTM , mt., i ALT. SQUARE NAY 1Y8T00%f ,4t," Ls^DGE Bt.00K 0111.."M"...47:741.1." .: SILL PLATE vA S TO 152 £/Y NAK BAY wins .131 TYP ALL LOCA7ph5 TTP. 060. 2[10 JOIST -.� ���'� ■■" � -. 2x10 Jo40. 1/2' ANCHOR COLT Ar L. ' . ,4 ., »rY -• .} Lt �1) • 1 T • E ff, 'oR Ai X (NO SPLICE AT THIS 1,0cAD0N.) 12 1 2' i 1 ' SONG. 54010E LOCATx77 'I'4 HE A 14144. 24' FROM FINISHED FLOOR EDGE EREFsOR ID 1//2t r- MAX16V(. .sr.,,..„..--. ` /1.6-0440)OF `B1SAegiDN = CONC. FOUNDATION _ •^t 1YALL FRAfENG i ST�EOAr THE FOLLOWENG. 3 1/2'�-¢_45j ALAR. 2 3/4' MAX. _ T140. 2<10 JD4T l ,TT, -, j1 T i si• 111 12 � Y .. ,000 I FLOOR FRAMRNG x1407 Rgt 2 MAP NOf FPPL1Gdfii M =GEReLom-mi lli `1* sa MTM OF.TAI. DC7 TYP. CUT AND BLOCK DETAIL ms. 276 SILL PATE 3/8' ma. © CANTILEVERED FLOOR DETAIL 7 1R o Ara$ 1/4'10.04, a. PAINTED A - AY ac 1. ALL rADEs. SPECIES AD SIZE ARE 1t4u1MMOORED. AES. GRADES CR SPECIES WHICH HAVE P�LSFED vALD£5 EXCEEDING tt%LSE MTLL ARE LLTED ABOVE MAY 8E 51Me:iOUIID. Magnolia Homes P.O. BOX 657, GERING, NEBRASKA o"�GtL.E NX iso si £-* .JOS 1DRAWN CH-.. T 41 11115 ' MOOEi. 69341 ORAM156 NO. FLOOR DETAIL. _ s . 7� Ix ANE 461431044 IN ALLOWABLE DOOR AND WINDOW CLEAR SPANS AT SIDEWALL ORAD£ � 24 WIDE W/18' EAVE 24 MTOE 11/18' 041E 24 NIDE W/18' PAVE 28 WADE W/48' roc 28 W£7£ W/18' £kE 28 WADE W/18' EA4E 32 WIDE W/18' RAVE J 32 WIDE W/18' FREE 32 MME W/18' EWE 45 PSF. ROOF LOAD 80 P. . ROOF LOAD 100 PSF. ROOF LOAD 45 PSF. ROOF LOAD 80 PSF. ROOF LOAD 100 PSF. ROOF LOAD 45 PSF ROOF LOAD 80 PSF. ROOF LOAD 1OD P58. ROOF LORD 42HE2`) 68" 62" 53" 67" 58" 51" 65" 57" 50" (0y _ 64" 49 1/2" 46" 58" 46" 42" 56" 45" 40" (.21 - 76" 63" 56" 72" 59" 53" 70" 57" 52" (1) - 210 (/2 SPF) 83' 77" 69" 62" 71 1/2" 65" 83" 69" 63" (2) - 2412• (i2 ) 88" 69" 80" 88" 83" 74" 88" 80" 72" ( z 54" 41" 37" 49" 38" 35" 47" 37" 34" (22 85' 85" 59" 77" 61" 55" 74" 59" 53" CUsen 107" 82" 74" 97" 77" 70" 94" 74" 67" (3) - 2x10 SPF) 131" 101" 91" 119" 94" 85" 114" 90" 82" ((/2 ({2qd t1} 150" 115" 103" 136" 1 107" 98" 131" 103" 94" (3) 2 X _ #2 SPF (MIN) (3) 2 X _ #2 SPF' (MIN) (2) 2 X _ #2 SPF (MIN) L, 2x6 CRIPPLE to4,,,,,„„„._ y1 1/2" PLYWOOD SPACER ��.' A 1" SPACER: ___Al,_ ii AT 16" O.C. 2 ROW 16d NAILS AT 2 ROW 16d NAILS AT 16" O.C. STAGGERED 18" O.C. STAGGERED TYPICAL HEADER DETAIL ►M� 11 2x3 FLAT 14011M 1. HEADER lO 5011) FA515) - (3) 131x 3" WARS OR (8) 15 0.4.x 2 1/2' STIOLES EACH E14D OF EACH icEMEIR. 2. JACK SRA MUM, ORDER ALL HEADER SPARS 24' 0R GREATER. r.•74 - .vor4. CR Magxzolia Horner P.O. BOX 657, GERING, NEBRASKA 69341 on SCALE MgIDA1O1£Et-JOB 04j tF1WF4.T.T.51 E11 1j RILE MODEL HFAOER M01Tva W0D0 H0. aklE REVISION >sr 3/8: PLYWOOD SHEATHING a r• OR SIDING yx TAPERED 1154 NALL RAFTERS 12' O.C. 1 i m � �`• �� �� _ BAY - WALL i , 3-164 x .131x3' ow\....r....,»��• TYP. AU. LOCATIONS GABLE END TRUSS SIOEWALL TOP PLATE GYP C©UNG BOARD 1 • 1�1 itSl M ,AL, FLASHING 1/4' BEAD OF ROOFING CEMENT APA R1TE0 SHEATHING GLES 4o TAR PAPER 10 0 RIP TO SIZE FROM 2x10 OR 2x€2 24' MAX. 4' MAX, . 04:t (5) 7/18 x 16 G0. STAPLES €x3 12 RASL(€x3 RiM ONLYy HEADER (SEE DETA1..) ---_ ,IIT •N• EAYE FLASHING79 114 1/2' MAX. 1 3 0 ROOF FRAMING — TOP VIEW 4_=�i� ��:`:':� s:):lI Ix3 RIAt !�""""""' = f z `a 2x_ BLOCKING TAPERER RAFTER 5/8 PARTICLE BOARD [MSG FINISH MATERIAL WINDOW HEADER FRAMING MAIN UNIT U415 DECKING MAY NOT 8E SPLICED AT IRI LOCATION. iN21iL8710 )rw4 let *et 1�E 1• js `. :15 Acw eaAxO so5175 MAT. INSULATION TOP PLATE WALL STUD INTERIOR RNISH EXTERIOR SIDING HOUSE WRAP TO COMPLY Willi N11024, PIC 2008 W3NDOW SILL FRAMING .01T08 PLATE ....................m e._ ``\ HEADER (PER CHARts FOR SPAN USE) `2x4 \ 21,6 TOP PLATE CLEAR S AN 0130100 i 2.4 \ 2x8 JAMB i REQUIRED PER JAMB STUD CHARTS — I STUD —2x4 \ 2x5 SPACER SUMO RED FOR SPAN USE 2x4 \2x6 JACK -- 'j .._...........„.....--- R _j^SERGE OF BOX BAY FLOOR _ WALL FRAMING DETAIL -- [[€ 2 3/4` MAX. i ► fix.1S11 lliA ••••..AJ 3/8" 0.8.B. PAINTED 0 WALK—A--BAY CROSS 7/T6' FLOOR BOX OUT SEE SHEET (4) x 1 3/6' x 16 9.4. ARES AT 2 1/4' 0.£. SECTION NOTES: Magnolia Homes P.O. BOX 657, GER#NG, NEBRASKA 69341 E N.T.s. DATEI 1-04 JOB ,.5(48 DRAWN £HRIS iflLEMW DRAB N0. A -81Y 51AIANG MANS 3Y1TE REVISION gY '8'64/ ALL NIA WIT 6 OUCK4 5 ME SIDE WALL GLUE TO BE CONSTRUCTION ADHESIVE MEETING ASTM 0557-67 OR 0557-73 INF -TXT PREMOIN0 MOISTURE BOND. 2 x 6 STUDS Al' 16' D.C. I / 2xfi TOP PLATE I E4f 0 COX PLYWOOD ING GLUED ANO TO STI00 WITH�x 7/15 x 1 1/2 S AT 6' 05, HO 12' 0.0. GABLE END TRUSS 3/8' x 8' LAG SCREW AT 48' 0.C. 1 1/2' x 30 GA CALM. STEEL STRAP ram (s) 1' x 1 1/4' x 16 GA. STAPLES EACH SIDE OF JOINT. (SEE NOTE 1 FOR ALTERNATE) N0 SHEAR WALL 166 NA1LS AT 12' O.C. 2x6 601TOM PLATE 166 NAILS AT 6' O.C. IM JOIST 3-2x5 CORNER STUDS CONFIGURATION 3"x 6' x 30 GA GAIN. STEEL STRAPS WTH (8) 1' x 1 1/4' x 15 GA STAPLES EACH SIDE OF JOINT. (SEE NOTE 1 FOR ALTERNATE) Rim JOST SILL PLATE 166 NNIS AT 6' 0.0. ENDWALL TO SIDEWALL DETAIL 1 x 4 RIM TYP. PPE-ENGINEDREO ROOF TRUSS 1 1/2'x 3 3/4' RIM 1Y1. HEADER (SEE DETAIL FOR ALLOWABLE SPANS) 868554G 3IPPORT 2x 12 BAND JOIST SING FINISH MATOSOL x 8 TOP PLATE WATERPROOF CAULKING 1.111. STAIR NO51NG ASTRO TURF WATERPROOF GLUE` 5139 FLOOR RUSITER MEMBRANE WW/ WATERPROO GWE SIIJING PLYWOOD SHEATH -IN RIM JOIST 2 x 6' BOTTOM PLATE F1.00R DECKING JOIST SID NG RECESSED ENTRY DETAIL 2x6 054)1Pi£5 6 15 O.C. 3-158 NWLS JAMB ST110 TO EACH HEADER PIECE 2sSiCRIP6 O.C. 6 PLES JACK STUD (4 F.A. sop (STUD GRADE SPF MIN.) JAMB DBL 256 TO SEE CHART TE JA0K STUD (4 EA.SI➢ (STUD GRADE SPF MIN.) 081. 2.8 JAMB STiID LIVE LOAD 45 P5F ROOF LOAD 80 P5F ROOF LIVE LOAD 100 PSF ROOF WE 4 -1 FLOOR 540715 144' FEDOR WIDTH 166" FLOOR WTOTN 182' FLOOR WIDTH 144' FL008 WIDTH 166' FLOOR WIDTH 182' FLOOR WIDTH 144" FLOOR WIDTH 166' FLOOR WIDTH 182' FLOOR WIDTH 511{0 AMOUNT JAMB STUD JACK S1U0 JAMB STUD 1 4 • 40 1 0 " •5710 JAMB JA014. 5FU0 JAMB STUD JACK STUD JAMB D JACK STUD AMB STUD JACK 51130 0"»36" 1 1 1 1 1 1 1 1 1 1 1 37"-73" 1 1 11 1 1 1 4 1 4 1 1 1 1 1 1 1 74 -96 2 1 2 4 1 2 1 2 1 2 2 2 1 2 2 2 97-147 2 1 2 1 2 1 1 2 2 2 2 2 1118.11MINIUM 2 2 O TYP. DOOR OR WINDOW FRAMING VARIES SEE CHAR( 6 BOTTOM PLATE SEE K STUD (1 EA 51044) STUD GRAD SPF MIN.) 2x6 BOTTOM PLATE TYP. R4M RAIL TIP. FAVE RIM RAJL 4 HARDBOARD EXTERIOR SINN WATERPROOF CLUE RUBBER MEMBRANE W/ WATERPROOF OWE TRIM BLOCK OUTDOOR TURF HARDBOARD EX1ER405 SIDING PLYWOOD SHEA1ING ® EBL, 2x12 RIM JO WATERPROOF., CAUDAL. SUB DOR 1111111 313 TAP, PRE-ENGINEERED CANTILEVERED ROOF TRUSS CEILING FINISH 861063. 2x4 OR 24, TOP PLATE PANEL. HEADER AT DOOR AN0 / OR 510441.141E ODD SHEATHING TXT. WALL SUB FLOOR SNUB AT 18' 0.C. MIN 2x4 STUD AT 16' 0.C. WALL 4 OR 2x6 BOTTOM PLATE 2 x „ FLOOR JOIST NOTE_ €. STRAPS LOCATED ON CORNERS MAY 8E REPLACED W{TH 3/8' OR 7/16 APA RATED SHEATHING STAPLED. (MIN ATTACHMENT USE A 7/16'x 1 1/2'x 16 go. STAPLE AT 8' O.C. EDGES AND 12' 0.C. IN TRE FIELD). 2. 90' MAX. SIDEWALL HE10HT 3. ALL JOINTS AND CORNERS & INTERSECTING WALLS MUST 82 STRAPPED W/ (2)-30 gc.x 1.5' STRAPS 5/(6) 15 ga. STAPLES / ENO OR 26 gax 1.5' STRAP / (10) 15 ga. STAPLES / ENO A IN ADDITION TO STRAP A SPLICE BLOCK (SAME 512E 01 GRADE A5 TOP PLATE 5HA11 90 CLUED 1003 PVA AND FASTENED 66/ (6) 16 ga.x 2 1/2' SWISS EA END (6' MIN. 04159 LAP FA SIDE). 5. 100 L8, ROOF LOADS TRU5555 MUST ALIGN WNH]N 1 4/2' OF A SUPPORT STUD. 8. ROOF RAJ15 FASTENING TO TRUSSES (MARRVGE WALL LOCATION 0611). A (7) .431x3' NABS PER CONNECTION SIDEWALL B. (n) .131,3' NAILS PER CONNECTION MATING WALL WHEN TRUSSES 140 NOT ASTON. Magnolia Homes P.O. BOX 657, GERING, NEBRASKA 69341 SCALE N.. TDATEI1-04 DRAWN CAR E 1166851) 08 851E REVISION BI' TITLE DEL WALL ➢648{16 DRAWING NO m v0 a 2x6 CRIPPLES 0 16 O.C. 3-16d NAILS JAMB STUD TO EACH HEADER PIECE. 2x6 CRIPPLES 0 16 0.0. 2x6 TOP PLATE UHII 2x6 BOTTOM PLATE J JACK STUD (1 FA. SIDE) (STUD GRADE SPF MIN.) 2x6 BOTTOM Pia1TE LIVE LOAD PSF ROOF UVE LOAD UVE 11111111. MILIAMMAI 100 PSF ROOF LIVE LOAD FLOOR WIDTH 144" FLOOR WIDTH 166" FLOOR144" WIDTH FLOOR WIDTH 166" FLOOR WIDTH SEE CHART (1) 2x6 166" FLOOR WIDTH STUD AMOUNT JAMB STUD FOR JAMB STUD JACK STUD JAMB 50U0 SEE JAMB STUD JACK STUD JAMS STUD CHART JAMB STUD JACK STUD l 1 ".. 2x6 BOTTOM PLATE J JACK STUD (1 FA. SIDE) (STUD GRADE SPF MIN.) 2x6 BOTTOM Pia1TE LIVE LOAD PSF ROOF UVE LOAD UVE 60 PSF ROOF LNE LOAD 100 PSF ROOF LIVE LOAD FLOOR WIDTH 144" FLOOR WIDTH 166" FLOOR144" WIDTH FLOOR WIDTH 166" FLOOR WIDTH 144" FLOOR WIDTH 166" FLOOR WIDTH STUD AMOUNT JAMB STUD JACK STUD JAMB STUD JACK STUD JAMB 50U0 IJACK STUD JAMB STUD JACK STUD JAMS STUD JACK SND JAMB STUD JACK STUD 0"— 57 3/4" 1 1 1 1 1 1 1 1 1 1 1 1 58"— 131" 2 1 2 1 2 1 2 1 2 2 2 2 131 "-205" 2 1 2 1 2 1 2 2 2 2 2 2 2 124' WIDE COLUMN TRIBUTARY SPAN CHART ® 111" MAX COLUMN HEIGHT QTY. MATERIAL SPEC.I 45 PSF ROOF 80 PSF ROOF 100 PSF ROOF 1 2x4 STUD SPF 4'-11" 3'-••0" 2'--5" 2 2x4 STUD SPF 10'-6" 6'-5" 133" 3 2x4 STUD SPF 15'-10" 9'-8" 7'-11" 4 2x4 STUD SPF 21'-1" 12'-11" 10'-6" 5 2x4 STUD SPF 26'-5" 16'-1" 13'-2" 6 2x4 STUD SPF 31'-8" 19'-4" 15'-10" 7 2x4 STUD SPF 37'—O" 22'-7" 18'-6" 8 2x4 STUD SPF 42'-3" 25'-10" 21'-1" 2x6 TOP PLATE— HEADER JAMB STUD---... DBL. 2x6 VARIES DBL 2x6 JAMB STUD SEE CHART JACK STUD (1 EA. SIDE)] (STUD GRADE SOF M€N.){fE VARIES SEE CHART 2x6 BOTTOM PLATE 2x6 BOTTOM PLATE SILL CHART (2x6) IIIIIIEIVIIOIIIVAIIIII MATERIAL SPEC. 45 PSF ROOF GRADE NON—CORNER SEE GI -ART ACK STUD (1 EA. SIDE) (STUD GRADE SPF MIN.) DBL. 2x6 SILL PL. CHART (1) STUD 105" jSEE 1E111 11111 1) #2 SPE 2x6 BOTTOM PLATE SILL CHART (2x6) LUMBER MATERIAL SPEC. 45 PSF ROOF GRADE NON—CORNER CORNER (1) STUD 105" 94" 1) #2 SPE 114" 94" 2 STUD 148" 133" (2) ¢`2 SPF 185" 173" (STUD c' a+4E 11w.) 111:_J; � Illuisit 11 111 ( 26' WIDE COLUMN TRIBUTARY SPAN CHART © 111" MAX COLUMN HEIGHT' QTY. MATERIAL SPEC. 45 PSF ROOF 130 PSF ROOF 100 PSF ROOF 1 2x4 STUD SPF 14'-6" 16'-6" 3 2 24'-9" 9-2 5.-7. 4 —7" 3�r� 39' 13-9 8-4 6—I0' 4 WRIIMM= 8'-4" 11'-^2" 9-2" 5 2x4 D SPF 20'-10' 12'-9" 10'-5" 6 2x4 STUD SPF 27'-6" 16'-9" 13'-9" 7 2x4 STUD SPF 32'--1" 19'-7" 16'-0" B 2x4 STUD SPF 36'-8" 22'-5" 18'-4" SIDEWALL SPANS ft STRAPS SIDE (A) CENTER (B) 1 6'-3" 8'-3" 2 14'-6" 16'-6" 3 22'-9" 24'-9" 4 31' 33' 5 39' 41' 6 47'-6" 49'-6" MARRIAGE WALL. SPANS # STRAPS 5€DE (A) CENTER (B) 1 18' 16' 2 36' 34' 3 55' 53' 4 73' 71' ICJ Date I't'YOFA113G 32' WIDE COLUMN TRIBUTARY SPAN CHART © 111" MAX COLUMN HEIGHT QTY. MATERIAL SPEC. 45 PSF ROOF 80 PSF ROOF 100 PSF ROOF 1 2x4 STUD SPF 3'-11" 2'-4" 1'-11" 2 2x4 STUD SPF 6'-4" 5'-1" 4'-2" 3 2x4 STUD SPF 12'-6" 7'-8" 6'-3" 4 2x4 STUD SPF 16'-8" 10'-2" 8'-4" 5 2x4 STUD SPF 20'-10' 12'-9" 10'-5" 6 2x4 STUD SPF 25'-1" 15'-4" 12'-6" 7 2x4 STUD SPF 29'-3" 17'--10" 14'-7" 8 2x4 STUD SPF 33'-6" 20'-5" 16'-9" NOTE t, 1 1/2"x 30 GA- STRAPS MAY BE REPLACED WITH 3/8' OR 7/16 APA RATEO SHEATHING STAPLED. (MIN. ATTACHMENT USE A 7/16"x 1 1/2"x 16 ga. STAPLE $i 6' D.C. EDGES AND 12" 0.0. 61 THE FIELD- (STRAPS REQUIRED AT OPE61605 PER CHARTS). 2. FASTEN STUD TO EACH SILL MEMBER WTIH (4) .131a 3" NAILS 0R (6) 15 gax 2 t/2"x 7/€6' STAPLES AT EACH 610 OFA 1 1/2 x 34 GA 9117M. MAGNOLIA HOMES 0.0. BOX 657, GERING. NEBRASKA 69341 /F,'CUCKf SG4.E N.T.S. stilet, -a4 CR.KN CHFdS Sac>m LSID L ravel_. SOENWS�Drr�oya��s�S 111' VP. 11 S. SPORT! DOLLAR 111 TOP OF CNRlT$Y 184 /1' 12' Oa 61.13. i.It 2 X 18 Gii S7M8'O.GAi ROOF &ttu"74RO 24 E70', 1 ' ;6 2 X 4 Wl0..IS ill=1111111111111111111111111111 tOd NAIL 9 18' D.G SIDEIt'/4.L TO LSA8tl 5AILL1. GALV. NEM GRA RIFFi.A�. CEILING MAMMAL READER OF9GN 1 { '1i _ _ ' ,r (t) - fD x 3 1/2' SCREW FIRE PLAGE r A - �. ADO (7) $8x 3 1/1' SCREW AT ,� 2 X 8 END WALL / swam. ER PREADER SEGiiOt€ *OMR ROSH 2 X 8 EWING /DOVE fIRETKACE ONLY SCHWASEY i `.--� g1 0.)2 1/r GYPSUM avail MU I TO TOP PLATE WiET;SE;VOL PLAN VIEW 3} i OR {3} _ 2 F FRMIRO. St�Af 7/1S' XI/4(21144 t3 STAPLES PEI. LOCATIONS � ,. I'� OM PLACE N° reE� r j1 111111111111 081 FLOOR JOLST VAir. 2r_ MOOR JOIST Ni Vir- 3/1Cx 3' LAG A7 6' 0.G (rm.) FLOOR JOST NOM TERS DETAL MT 8E USED 41831 0NDKALL NO / OR SIDEWAEL APPLICATIONS FLOOR FRAMING "MOM �D =CMG Al MST E' FASTEN FLOOR DEO= TO FIREPLACE FLOOR FRA5E174 0.4€11 MX PYA GLUE An 7/18' x 2' R T3 GA srAPLE B a' .3.0. O CROSS SECTION No,R FIREPLACE TO 00 881r41LED PER WANUFACTI41E @TSTALATION DISTR113TIONS. Magnolia Homes P.O. BOX 657, GFRING, NEBRASKA 69341 INNOMMINNEMMIIMI SCALE N.T.S. TATE1 t-04(L.i0A DRAW+: cPRIS JttWM9 L ERIE PLAN DETAILS DRAM NO. 280 8881108 ar S>D00ALL KL'TALLATIO# TEP. 12 (az,�t�L/ Lu c, fi zr cz 44, 1A0FESS\' ' 0 Staples .-I Web Fastening (Field) 2" Min :nj0 1/32" Max_ at joint Staples LI 0/C TYP Web Fastening (Joint) gop Ridge boa Installed each module. See table this sheet for al€owoble spans 2 x T Top Rail Vaulted Truss Attach beam to truss with listed hanger with o minimum capacity as specified in chart this sheet or 60d nails w/ quantity per chart Vaulted Ceiling Detail Note: Hanger to have minimum capacity os specified. Reference moaufocturer's data for allowable load capacity. Nail quantity is based on side groin insertion. If fasteners are installed into end grain then increase quantity by a factor of 1.5. Either hanger or nails ore req d but not both. Nails to be a minimum of 6Qd (.177x 6") Beani shall bear on solid wood for full width of beam for minimum length of 6 1/2" over each support. .13153' PQ nails (1 1/2" min. penetration) From truss to ridge beam Fasteners may be toe or face nailed No€is maybe from either or both sides or combination See chart for quantity required. IIS Truss king post Ridge beam Alternate Truss To Ridge beam Connection Detail Allowable Ridge Beam Clear Spans Beam Design14 45 Psf Roof f lor Floor 182 Floor 16" 18'-6" 17'-3" 16'-6" 1 80 Psf Roof L.L 144 166 182 144 Floor Floor Floor Floor 4'-fi" 13'-6" 12'-10'{ 13"-1" 100 Psf Roof L. 23" 26'-7" 24'-9" 23'-8" 20'-9" 19'-4" 18'-6" 18'-10" 26" 30'-1" 28'-0" 26'-9" 23'-6" 21'-11" 20'-11 21'-3" 29" 33'-6" 31'-3" 29'-10" 26'-2" 24'-5" 23'-4" 23'-8" 166" Floor 12'-2" 17'-6" 19'-9" 22'-1" 182 Floor 11'-8" 6'-9" 18'-11" 21'-1"\ Beam Design (4) Layers of 3/4" Strcturpan lRa1 tingywood APA PS -1 48/24 Minimum Required Capacity of Hanger & Minimum Quantity Of Threaded Hardened Steel Nails Live Load 45 Psf Roof L.L. 80 Psf Floor Width 144" 166" Width Width 182" 144" Width Width Roof LL. 100 Psf Roof L.L. 166" 182" 144'c Width Width Width 166" Width 182" Width Truss Spacing 12" 16" 24" Hanger Nods toad/ i of 330 3 440 4 660 5 nger Coad/ 380 3 507 4 danger Land/Hanger Lord/Hanger Load/ ger 1.004/ i of N" n f of Nolo (Of Rails # Of Reify 4S 607 540 Hanfgef Nailsr 10od o Haagf Rte/ Hoager Load% 1 of Nails N/A N/A N/A txinimum crummy of .1314-1/4" nails "toed" par altemata truss to ridgo beam detail 45 nsf Raaf Deo Load 60 Psf Roof Live Load I 100 Psf Roof Live Load Root Width "' 144" Floor Widal 166" Floor 54448 182" Floor Width 144" Floor Width 166' Floor Width 152" Floor Width 144' Floor Width 166' Floor width 182' Floor Width T se Sgocing # of Nags f of -Naito / of Noga f of Nails $ of Nails # of Naga 1 of Nob p of Ras 1 of Nobs -pace" Toed' "Foca' -Coed' "lege' Toed"foga"'Toad" "face' Toed' "Face'r"Tood' 'Fact''Toed' 'foes" Toad' 'Fgca•,"Toed' 12' 4 5 5 6 5 6 6 8 7 3 8 10 8 g 8 11 10 12 16" 5 6 6 7 7 8 8 10 10 12 11 13 10 12 12 14 13 15 24" 8 9 9 11 10 12 N/A N/A 8/4 N/A N/A N/A N/A N/A N/A N/A N/A N/A General Notes: 1. Beam fabrication to be per APA Supplement 5: Design and Fabrication Of All Plywood Seams. 2. Staples to be 16 ga. x 7/16" crown. Leg length to be 1/8" less than the total thickness of (2) layers of material used. Staples to be installed with crown parollol to span. 3. Adhesive to comply with State of California Spoclfication CA -25-4 and shalt be spread uniformly over entire mating surfaces so as to achieve 100% coverage. 4. Ail butt joints to be offset 24". 5. Ridge beam depth may be 1/8" less than specified to allow for saw cut. 6. All plywood to bear AAA trademark and to have PS -1 listing. 7. Face groin of plywood to be parallel to span. 8. 15/32 thickness of material may be substituted for 1/2" and 23/32" thickness may be substituted for 3/4" material. Magnolia Hornes P.O. BOX 657, GERING, NEBRASKA 62341 REVISION NT 10A1E11-a4 J0S ADRRAWN CHRIS 106088 MODEL GRAYING ND. RiOGE SEAMDETAIL 1� . 14 n 16' MAX 24' MAX 24' MAX 24' MAX 24' MAX 24" AJAX 24' MA% 24" MFS 24' AIM ROOF 2 X 4 ~ DORMER RARER"' 4 - 16d NAILS - RAFTER 2 X TO TOP 4 VERTICAL. UNDER '� ELATE EACH DORMER 2 X 4 PONT RARER6.421 WALL TOP PLATE LAVE EDGE ROOF UNE 2 X 4 DORMER 44 I 131X3' PO FOR VORTICAL. TOP CHORD. 4J54 3) FOR AND 4 FOR FNS 5) FOR NAILS FACE OR TOE TO RARER AND 45 PSF U. 80 PSF U. 100 PSF U. 801 ROOF dc 1001 ROOF �.:. (6) x3' 'f0 €NAILSFT ' 2X4 smut : _______---,:. _ m" D T8 PLATE INDEX ATMIN. WM AT 6' ® AT EACH III[r 3/e' O58 ARA RATED. 7/18" x 0.0. LOGES RAFTi7i OR PLYWOOD ATTACHED 1 1/2' x AND 12' � 24/0 70 PLATE 16 GA, 27421E 0.0 flub. �• �` DORMER RAFTER ---"^� VP_ VAN OR ALTERNATE DEIAIL ROOF TRUSS SOLID RA614.2 II I.. ' 2 x 4 CENTER SUPPORT DORMER LAVE 0 JOIST NOT SHOWN FOR CLARDY EXTERIOR ,..... WALL """" 0 TEND VIEW 1 OF DORMER FRAMING ROOF VALLEY FLASHING APPLICATION THE GALVANIZED SHEET man. FLASHING THAT AND THE MAIN ROOF 42 24 GA. AND 18' WIDE. 1. ROOF DECKING IS EN6161.1 fI ON DORAIER 2. (2) 1AYE7i5 OF 15 LB. LINDERUkYMENT 42 THE (2) P1LES ARE THEN CEIIFHTED 70041€44 FROM THE EDGE OF ROOF. 2.THE GALYANIZEOSHEEP METPL F34S111N1E 6THEN SHEFTHING W1TF1 A 7/16 x t t/2" x'15 3. 111E ORGANIC 5H€NGLES AR& THEN INSTRL.41) 4. SHINGLES ARE TRIMMED BACK 70 PROYTIE DORMER AND THE MAIN ROOF SHINGLES. 5. THE GL ES ARE _ EDGES OF THE SHINGLES ARE TO COMPLETE THE ROOF VALLEY INSTALLATION. IS APPLIED AT THE INTERSECTION OF THE DORMER RCAF 111£ APPLICATION SEOUERCE AS FOLLOWS. 6411.11.A 2' OYER 1RP ON TQ AWN RDOP DECIONG. THEN LAID OVER 111E VA11EY ANO RQDF. 1HROUOI�IIT EAVES 61.62111NG AREA 3'-8' (MIN) IFp*FG NSOVERVALLEY ANO A1TM,HEDTOROOFINSTALL Cao STAPLE AT 8' O.C. ALONG EDGE. PER MFG. INSTRUCTIONS. APPROXIMATE"( A 2' 30 4' GAP MINER THE PROXI TO THE RODE WRY€ A 3' WIDE READ OF CEMENT NOTE; FASTENERS ANY $E TOED. ALT. FAST. .131 x 3' PQ NAIL Y 2x3 6LOCKS (W/ 24 -+� OC 1611SSE3/RAFTERS ONLY) ATTf£i€ EACH SIDE M1TH f2) 7//1$'x2 1(57x16 CA STAPLES OR PD NAILS. ' IR ". .131x3 FASTENERS AIRY SE 'TOES€' ,� 11 Ih. .. A ,. MAIN ROOF RAFTERS 0 12' / 16' OR 24' O.C. '� DORMER RAFTERS 0 24' O.C. - 145 Iti lamort"awls - _ OR PER SPECIFIED USRNG 16'0.0: -180 -..���1$/12' 0.0.- 1100tip" EXTERIOR WALL `a �� illQNB �' €. ALL LUMBER TO 8E STANDARD GRADE SPF 2. THE ROOF AREA OF THE 5ECTKiN 441TH DORMER UNLESS SPECIFIED OIHERHISE SHAL1. NOT BE USED A5 DIAPHRAGM 111.. - - ■1 1 " Magnolia Homes P.O. BOX 657, GERING, NEBRASKA 69341 2 x 4 84tiD DOST (ATTACH TO / RAFR1TH 2 - 186 NAILS.) €ER `� DORMER LENGTH MAY VARY 2 X 4 SOFFIT BLOCK SCALE N.T.S. 10ATE11-04 JOH DRAWN CHRIS 1� TIRE mom.(romaDRAWNG ND. TOP VIEW OF DORMER FRAMING OAIE REVISION iv CONSTRUCTION DETAIL TYR to NW SSE0 F ROOF TRUSSES SEEENOTE rE 13 g3 12/16/24" 12 ./24 •, 1./24" 12/1,6/24" 12/16/24' 12/A(2„4"366 1AL4L TRUSSES SEE 18 ga. 2 1/2'x 3' CONNECTOR PLATE •� 12' MIN 2e MIN �`�; CENTER SPLICE DETAIL FOR 1100 LL. ONLY it si I ii is 1 1 i, 11 i1 ,- Oil 1 s ; 009146R TRUSSES SEE NOTE #3 AT CENTER THE PLYWOOD i3 TO BE A iECE AS SHOWN FOR OUS P ROTH OARS. 12'MIN I . I I I (ATTACK BOTTOM PLATE 95 1 2' 0(1190 OPENING MAXOREN[NG CONSTROCRON 'C') 4' IN O TOP PLATE PER (SEE DETAIL S10EWALL 805709 PLATE TO F_009 SPECS. 20'-6' VALLEY TO VALLEY CENTER SPLICE DETAIL pa & 180 LL. SECTION "A—A" HEADER TO BE (3) 2o6 MEtt8ERS. 12 GRADE SPF 45 PSF }2 GRADE SP 80 PSF (2) 1.5' x 5.5' LVL 100 P56 ROOF SHEATHING 1/2' APA RATED STRUCT 1 PLYWOOD BREATHING FILLERS ' •:. ATTACH ALL MEMBERS we 106 5 PVA GLUE AND 7/16' x 1/2 x 16 GA STAPLES AT 3" O.C. 2 ROWS STAGGERED, OR ALL PLIES GROUP WADER 0L DM 7.5 /3/51u0 1xfi $3 SPF BTM PLATE (1) HEADER SECTION 5 �`.` �� � jEj r�t WINDOW OPENING • .71a111111=111/111M1111/M1111.11011111 . 06,451T 1I04 PER orrm. HEALERIII) ,,•„ CEILING FINISH 0610 M/) T/RyUSSES SEE1 NLSTE }i3 O.C. 2,6 SODS L CONS1RuCROx 16" MARRIAGE WALL 182' MAX F100R W10TH 65 t/2' MAX OPENING SECTION I "B-9" 94 1/2' MAX HEADER ASSEMBLY NOTES: 1, DESIGNED FOR 45. 80 AND 100 PSF ROOF LIVE LOADS. 2. FOR 1NFORMATION NOT CONTAINED ON THIS DRAWING SEE APPLICABLE SECTIONS OF THIS CONSTRUCTION PACMAGE. 3. TRUSSES TO 86 INSTALLER AT SPACING AS SPECIFIED 8Y LISTING. (24" 0.C. FOR 45 PSF LL. 16" 0.0. FOR 80 1,S4 L.L. AND 16" OR 157 12' O.C. FOR 100 PSF L.L. Magnolia Homes P,0, BOX 657, GERING, NEBRASKA 69341 sCAI.0 N,T.S. 1DATE11-04 108 DRAWN CHRIS )[RECtcsA TITLE MODEL DRAWING NO. PRISMATIC WE 1 REV15€09 1 gra — DORMER TYP 16 vcu or HEADER OPENING IN MAIN UNIT EX'TERIIR WALL 70- 6E PER HEADER OETAL SECTION JOINT WALL MNN U0 RNWA RIDGE BEAM LOGATi0N ENDWALL ENDWALL SEE DEM- (0) POD GIOEW l NOTE OPENINGS 1N FOD S10E-WALLS 0R SECTION JOINT WALL DO NOT REO. HEADERS. ENO WALL HEADERS TO BE PER HEADER DETAIL TRIPLE UNIT POD FLOOR PLAN FOR DORMER FRAMING SEE DETAIL MAN UNIT 2x6 1417 WALL MAN UN TRUSSES 12'-0' OR 13'-10' 61NT VW 2x6 E%i6RIOR W, ROOF TRUSSES 24" O.C. AT 45 LB. TYP. R4DGE SEAM SEE DETAIL FOR ALLOWABLE SPANS 16"0.0.ATSOLEL 12" 0.0. AT 100 LB. 2x8 EXTERIOR WALL 2x4 LADDER RAIL 2x6 1fTER1044 WALL 1x4 RIM 16' 24' 16' MAX MAX MAX POD ROOF FRAMING W/O.H. (EAVES) PRE—ENG1Ny •ED TRUSS A211111011.11111111111 FINISH tlRPANEUNG GYPSUM BOARD GABLE OVERHANG ON A PRE—ENGINEERED TRUSS 2x6 TOP PLATE ROOF SHEATHING 5/8' GYP. CE UNG BOARD YP RIDGE BEAM (SEE DETAIL OR ALLOWABLE SPANS) ROOF SHEATHING TYP. POD S!DEWALL (4) 2x4 (MIN) STUD COL . CLBUNG BOARD RIDGE BEAM BEARING DETAIL FACIA BOARD ROOF SHEATHING TRUSSES AT 24" D.C. FOR 45 I.B. 16' 0.C. FOR 80 LB. 12' 0.0. FO- 100 L3. LAG 1x4 RIM SOFFIT BOARD SIDING TOP PLATE UM WALLBOARD 5/8' CAP. CEi0NG BOARD 2416 STUDS AT 16" 0.0. ENDWALL BEARING © CATH CEILING METAL DRIP EDGE OVERHANG SHINGLES DEL /1S UN0ERLAYMENT ROOF SHEATHING 2x_ DORMER TRUSS FACIA BOARD •,' 401 SHINGLES DBI.. Sl5 080644187831 Sfl.e ROOF SHEAT41NG CEILING MATERIAL 2x_. KING 3x3 26 GA. METAL CONT. PRE—ENGINEERED TRUSSES 2x4 TOP PLATE GYP, WAU.80AR 2x4 STUDS MAIN UNIT EXT. WALL, 2x4 BOTTOM PLATE f100R DECKING FLOOR JOIST AT 16" 0.0 CEILING MATERIAL 2x6 TOP PLATE . WALLBOARD x6 STUDS MAIN UNIT EXT. WALL 6 BOTTOM PATE ill ` t + 2x6 SILL PLATEr POD UNIT R DECKING FLOOR JOIST AT 16' O.C. 3/8' 1AG BOLT LOCATION SEE TYP.(2) OR (3) FOR SPACING LEDGER BLOCK MAIN UNIT CROSS SECTION AT MARRIAGE JOINT NOTE 1. SEE APPLICABLE DRAWINGS FOR MATERAL SPECIES, GRADES AND SPECIES. ECT. Magnolia Homes P.O. BOX 6557, GERING, NEBRASKA 53341 SCALE N.T.S. r0ATE11-04 DRAWN OHMS I afrJ® JOB HATE R0S16N MODEL TAG DETAIL 24/28 8,10E 45/80/100 P5F DRAWING N0. TYP. 17 wax a ME X 1T A4 O�Pv A1/0FESSx� STD. FLOOR LENGTH 4 DECK LENGTH EQUALS 'CENSER UNE (SECTION JO€Ni} FLOOR LENGTH' DECK LENGTH VAR]ES PER FLOOR PLAN STRAPPING sEf NOTE 12 10' MAX. MAX GABLE 01400861 OUDJNE OF LOAD—BEARING RRL8GE WALL (1YP.) M11 © %';_: n^: * / 1 END WALL / MARRIAGE WALL ROOF EDGE / 2x70 FLOOR JOISTS PORCH DECK JOIST: ® 2x10 #1 NEM—FIR OR #2 DOUG—FIR—LARCH OR 8LTSER DECK PLANKS; ®ANT GRADE REDWOOD 2x6'S 2x4 LEDGER (NAIL 10 2x£2 Q WITH31' 3 1/2' NAILS 0 f�8i. 2x12 ENQ JOIST0 /2SPFORE1ETf6'R D2x10 J0€5T AT T'6' O.C. SPF R BERER +■�NSI���� (H} W SIDEWALL ON .x: aF � \ 12 MAX#2 STRAPPING# SEE NOTE 2 NOTE: 1. DESIGN 510EWA1. JAMB & JACK( STUDS, 510ETRALL HEADERS, RE0GEB0AAE, MARRIAGE WALL COLUMNS, ETC. 408 APPIJCABLE SECTIONS OF THE DESIGN PACKAGE. 2. STRAP EACH COLUMN TO FLOOR AND HEADER / 8EAM WITH (4) 1 1/2' K 30 GA STEEL WITH (24) TOTAL STAPLES EACH SIDE (8 STAPLES EACH STRAP EACH 5140) 3. *ANCHOR POST' TO GROUND ON SITE FOR 1628 LBS. ® PROW UPLIFT RESTRAINT DETAIL O 7 1,y�II,1117,€r1 O 2x12END JOIST #2 SPFDCK OR E 005158 q irIrrri .rrrrr D84 2x12 R€M JOUST I ® (#2 HEMFUR 0R BLINN) DECK 1.016111 VARIES - —s N0 SPLICES 711 EITHER MEMBER P02 41008 PLAN QH 6' EXTERIOR WALL OUTLINE NOTE: 10' MAX. O (7) .131 x 3 1/2' NAILS (TYP) DECK LENGTH VARIES PER FL008 PIAN. FOR MAXIMUM COLUMN SPACING (SEE DETAIL 8) UA FLOOR FRAME DETAIL ROOF 41.008 7VARIES SID. 11.00R LENGTH VARIES PER FLOOR PIAN TYP. rep. R10GFHEA1 TO TRUSS ATTACHMENT RIDGEBEAM TO TRUSS ATTACHMENT SEE APPLICABLE RETAILS SEE APPLICABLE DETAILS ' .' .• •. TIP, RIDGFEEAM TO TRUSS ATTACHMENT• SEE APPLICABLE DETAILS Mill A4• ill=..- n, PRT—fNG1NEEREO ROOF �I TRUSSES / . s -SEE DETAIL (D) FOR ATTACHMENT. __ SEE GA LP ECABLE DETAILS NOTE: DECK VARIES PER 71008 PLAN. ,i TIP. Ir'i TRUSS RANGER # LONG 2x2 LEDGER. CENTEREDPlir�DER HEEL CONTACT POINT CONNEGTED0/100 OR BETTER NAILS 3' 0£- doP,14. /h1005 PVA GLUE COVEIWE {TYR). / 11� x 4I TIP. fir` j(j( ii 24" LONG 2x2 LEDOEi2, CENTEi?ED 011058 11(01. ��L GDNTAGT POINT CONNECTED AEW—r' G3� E�Lr =I' Q PRE--ftJGENEfRED • €4Hf010 d NAILSHEEL OF 18055, ; ROOF TRUSSES ✓� —I ///� 3 0. OR Bt-€ i C. As 100 4 NAILS 04110 COVERAGE (147). *— 2xr RIM RAIL �• MIN FOR 20111017 COLUMN SPACING 7x4 0845 RSM RAIL {SEE DE7€AIL 8) ' '1. ! OR BETTER ;"- (8) 10 INTO HEFd. 0 NAILS OF TRU11SS. ROOF FRAME DETAIL . 45 FM SNOW LOAD DESIGN SHOWN STD. F1.0011 . VAR Is ROOF GTH VARIES PER Fi.90R AN PL 10' MAX. 80 PSE SNOW LOAD DESIGN: SPACE PRE—ENGINEERED ROOF TRUSSES AT 16' O ROOF FRAME DETAIL 100 PSF SNOW LOAD DESIGN: SPACE PRE—ENGINEERED ROOF TRUSSES AT 12716' NOTES: Magnolia Homes P.O. 80X 657, GERING, NEBRASKA 69341 50ALE N,T.S.j DATE11-04 JOB DRAWN OHMS(.*:MKER DRAWING N0. 0610 REV15€0N PROW UPLIF€ RESTRAIN/ DETAIL to TIP 18,] r.: .` DRE&/ T 0'•�. O '�Z U # C .-'':S'< % =�afQF. JF•� • W }' el,-;.****, \ �AkA.pe4t/pram.," MAXIMUM HORIZONTAL DIAPHRAGM SPAN CHART SHEAR WALL FASTENING CHART (ALT STAPLES) 32 WIDE (173 PLF) SHEAR WALL SPAN CHART MEM SPEI3EICIION MATERIAL. SPEC:WA50'9 PLF FASTENING SPACING (EDGES / FIELD) 384" WIDE WITH 7/12 MAX. ROOF PITCH USE 7/18 APA H600 A1TAa c1"D 5/ 7/164 1 1/2' s 16 CA $iApl2 O 6' D.C. =Es O €2' 0.G. Flap USE 7/18 FPA 511EAis1C16 MIMED W/ 7/€8'x 1 yr x 18 GA STORIES O 3 3/4' O.G EINES 0 7 3/4. 04. FIELD ,131 x € 1/2" 15 9P, STAPLE 16 9P. STAPLE 3/8' 0R 7/16 RATED SHEATHING ATTACHED W/ SPF 138 PIF 206 PLF 310 PLF 14A,@�611 EVAN (A) 62565[ SPF,R (6) 198 6 / 12 5 / 10 4 / 5 FLOORwunq1^ `r 11006 01016 l Y 287 4 / 12 3 / 10 2 1/2 / 8 SHEARWALI SPAN 0615611 SHEARWALIS MINIMUM 18N0714 OF WALL MINIMUM 1.EN01H OF WALL M[N11,110M LENGTH OF WALL 24'-8' 3C-3' 25-0" 24'-0' s4'-2' 46'-Y 388 3 12 / 2 € z 10 / / 2 6 / €3'-10' 21'-0' 15-6^ 13'-10' 33'-8' 25'-0• 20'-0• 175.5' 82.3' 58.3" 217-8' 56'-8' 35-0' -27 -8' 67'- 8' 54'-4' 138 A N/A N/A 6 / 12 _ 23'-4' 175.5' 843' 65.5" 42'-8' S7'-2' 30'-4' 88'-8" 00'-0' 206 11/0 3.1/8 4 / 8 26'-8' 2.10.9" 96.5' 75' X 32' X 51' 310 N/A 14/8 2 1/2" / 12 39'-0' 226" 1085" 84.4" NOTE 1. 1.156 SPLICE PLATES OF 4 x 6 x 20 GA (1 FAf31 s61E). 2. 8' MAX 59410 (6) ARE 615067. FASTENING FUN UAX SPAR (A) CAN RE USED 801FN 81.3RNL 566806 OE SPAN EQUAL TO OR LESS THAN 6Fx SPAN (A), 3. 51(1'20105 SHALL NOT 9E LOCATED %TORE X of 58FA4WALL FOR 066 OF 1' SPARS. onno'tM15E Y VANS SHALL 6E USED. 33'-'4' 250.9' 120.5' 93.7* 36'-8' 276.3' 132.6' 103.2' 45'-5' 301.3" 144.7" 1125" 43'-4' 326.2" 156.8' 121.8- 46"-8" 351.6' 188.8' 131.3" N/A 180.9' 140.7' 53'-4" N/A 192.8' 150' 56'-8' N/A 205' 159.4" 65-0' N/A 217" 188.8' 53'-4' N/A 229" 178.1' 66'-8" N/A ' 241.2' 187.8' '.. 70'-O' N/A 253.2" 1969" 73'-4' N/A 265.1" 208.2" 76'-8' 1.1/6 _ 277.3' 215.7" '111LS awn' ONLY' x. 7/18'x 1 /2'x 16 ga. STAPLE 24 WIDE (160 PLF) SHEAR WALL SPAN CHART 28 WIDE (167 PLF) SHEAR WALL SPAN CHART 32 WIDE (173 SHEAR WALL SPAN PLF) CHART 288' WIDE W(T'H 7/12 MAX. ROOF PITCH 332" WIDE WITH 7/12 MAX. ROOF PITCH 364" WIDE WITH 7/12 MAX. ROOF PITCH 3/8' OR 7/16 RATED SHEATHING ATTACHED W/ SPF 188 PLF 287 PLF 359 PLP 3/8" OR 7/16 RATED SHEATHING ATTACHED W/ SPF 198 PLF 287 PLF 369 PLF 3/8" OR 7/15 RATED SHEATHING ATTACHED W/ SPF` 106 PLF 287 PLF 389 PLF SHEAITWALL SPAN BETWEEN 2HEARWA 1.S M€MALUM LENGTH OF WAIL M€NIMOM LENGTH OF WALL MINIMUM LENGTH OF WALL SHSANINALL SPAN 8EPREEN SHEARL'7W S MINIMUM LENGTH OF WALL MINIMUM LENGTH OF WALL MINIMUM LENGTH OF WALL SHiARWAII SPAN BETWEEN SHEARWAI i S MINIMUM LENGTH OF WALL MINIMUM 1EN001 OF WALL MINIMUM LENGTH OF WALL 20'»0" 97.9' 66.8' 52' 2Q'-0' 102,5' 70" 545" 20'-0' 105.9" 723' 56.3' 23'-4' 114' 77.9' 60.6' 23'-4' 1195" 81.6" 63.4" 23-4' 123.4" 84.3' 65.6' 26'-8" 130.5' 89,1' 69-3' 25-8' 136.7' 93.4' 72.5' 28'-8" 141.3' 99.5' 75' 30'-0" 146.8' 100,3' 78' 30.-0" 153.8' 105" 81.7' 30'-0' 158.9' 108.5' 04.4' 33'-4" 162.9' 111.3' 86.6' 33.-4" 170.7' 118.6' 90.7' 33'-4" 176.4' 120.5' 93.7' 36'-'8' 179.4' 122,5' 55.3' 36'-8' 388' 125.4' 99.9' 36'-8" 194.2' ` 132.6' 103.2' 40'-0' 195.7" 133.7' 104" 40"--0' 205.1" 146' 108.5" 45-40' 211.9' 144.7' 1125" 43'-4' 211.5" 544.7' 112.5" 43'-4" 222" 151.07 117.5' 43'-4' 229.3" 156.6" 121.8' 228.4' 155' 121.3' 46'-8" 239.3' 163.4' 127.1' 48'-8' 247.2' 168.8' 131,3' 224.7" 167,1' 130' 50'-0" 256.3' 175.1' 136.2' 56'-0' 264.8' 180.9' 140.7' 53'-4" 250.8' 178.1' 135.5" 53'-4" 273.3' 185.6' 145.1' 53'-4' 282.3' 192,8' 150' 56'-9' 277.3" 189,4' 147.3" 56'-8' 290.5' 199.4" 154.3" 56'-8" 300,2' 205' 189.4' 60'-0' 293.6' 200,5" 156' 60'-0" 307.9' 210.1" 163.4' 60'-0' 317.8' 217' 168.8' 309.8' 2115' 164.5' 63'-4' 324.5' 221.6" 172.4" 6.7-4' 335.3' 225' 178.€' 66'-8" 326.2' 222,8' 173,3' 66'-6' N/A 233.4' 181.6' 65-8' 353.1' 241.2' 187.6' 70'-0" 342.5' 233.9' 191.9' 70'-2' N/A 245.1' 190.6' 70'-»0' N/A 253.2' 198.9' 73'-4' 358.7' 245' 190.5" 73'-4' N/A 256.6' 199.6" 73'-4' N/A 265.1" 2092" 76'-8' 375.2' 256,2' 199.3' 76'-8" N/A 268,4' 208.8' 76'-8' N/A 27.7.3" 215.7' 76.-8' 385' 262,9' 204.5' 78'-6' N/A N/A N/A 75-6' 14/6 N/A 14/8 88 NAILS 6/ 12 4/ 12 3/ 12 84 NAILS 8/12 4/12 3/ 12 54 LOLLS 6/12 4/ 12 3/ 12 NOT MAGNOLIA HOMES P.D. BOX 657. 060100, NEBRASKA 69341 IAA SCALE £I1-5417 JOB BRANN a1Po3 1G.,LL.0 1 7NIE SN0 WALL / DRAWING 14O 011[ 061506 e7' OIA IS5 0I1'' SI i' - 01121 -sow v0 VTR Kitchen D.W.V. PLUMBING CHART D.W.V. PLUMBING CHART MARK A B C 0 E G H J N M H 0 8 0 R S DESCRIPTION MARK DESCRIPTION 1 1/2- x 3" WOE 1PC4OLS(R AA 3'. 3'. F I/2- SM6766Y FEE 2- s 3- P1'E 6400 A$ER S8 3: 3'. 2' x 2" Dm SA1xtulr 7EE 3' , 7 1/2- FL1>$5I etrous6 CC 3-, 3"x 1 1/244 3 1/2" 984t, SANITARY TEE 2" , 1 4/2' RUIN 8USFI010 00 T 1/2' 55441E 45 DEC. 147E 3` z 2- FLISSN 1760 4G i 4/2" F1tt1NG CLEANOUT .60PT9R 14/044147 2' FUT1N0 Cl£ANOUT ADAPTER 8/81.416 EE 2- S3HGLE 45 LEG. WYE Fi 3" SINGLE 45 OM. in GC 3"31 313 2' SINGLE 45 11E0. NYE i 1/2" 4/16 soul (22 1/2 0E4. ELL) E 1/2- 1.040 TURN TEE 144E 2' 1/16 SENO (22 1/2 DEC. ELL) 2' LONG TURN 1EE WYE 3" 1/16 8£k0 STREET (22 1/2 EEL. STILL) 31 2"3: 1 1/2's 1 1/2" LONG T1ATN TEE WYE 3 1/T E/8" REND (45 040. ELL) )43 2.1 2' , 1 1/5 LONG TURN TEE OTE 2- 1/8- 8440 (45 DEG. 414) u. 3' LONG 11.833 TEE 8TE 2" 1/8' BENZ STREET (43 OEG SL(Lt) 3's 3. 2' IONC now TEE 8TE 3' 1/8' BEND (45 1.(f. ELL) 3' OET. CONa ATION WYE W / T/8 BEND 1 1/2' 1/4" BEND (LONG TURN 90 DED. ELI.) 00 4 r 3' UNE 04.0SET FLANGE 3" L. SWEEP 3/4 REND (33.4-7. 110 DEG, ELL) PP 4% 3- FEMALE 04.OS(T FiANFE 3' LS. 1/4 BEND STREET (11.1 90 DEG SUFI) 00 1 1/2" p-11141. 8/ivaON 1 1/2' L S. 1/4 BEND (XLT. 90 060 ELL) R8 2' 6. -TRAP W/UNION 2' L S. 1/4 BEND (x3.7. 90 060 ETL) 3 1/2- 5/MARY TEE 55 1 4/2' ENO OUTLET CONTINUOUS WASTE TT .r A"AL9 1TTTWG ADAPTER 41 2 SANITARY TEE UU V-200 AUTOMATIC 90.$41340 VENT 33 2: 1 1/2"1 1 1/2' SANITARY TEE IN 4114' MALE CLOSET FLANGE 3' STREET 5AF53119 TEE 4151' CLOSET SENO (90 DEG 370. CLOSET ELL) x Y z 2"z 2. 1 1/2' 5/3TART TEE XX S' 1/8 8480 STREET (45 066. ST.ELU) 3' 5AN1TARr TEE VY 5' 3/36 BEND STREET (22 1/2 DEC. ELL) 3'. 3"x 2' SANETAITI' TEE iT 3" THREE WAY ELL OD VTR w.c. D 3" — SANTEE f� f Master Bath 00 KEY 2 1, Tub R 00 PO Q VCR CLOSE- -Z.2. 1/4' LOSEz2'/4' 1 1/2" 2" _ 3" F, F & P INC. MAGNOLIA HOMES P.O. BOX 657, GERING, NEBRASKA 69341 SCALE N.TS, 10ATE 8-09 DRAWN RC 1 CAEO JOR DATE RET1SION TITLE Av.v. SYSTEM MODEL 9 -EL T2852-1 DRAWING NO. 5 t s" 7 `t Kitchen J Cr - .p 70-1 ° ICE y 1: Washer 251-% • LAV. 4=t W.C. f J = Water Inlet — -- = 1/2" Water Line (Cord) — — = 1/2" Water Line (Hot) = 3/4" Water Line (Cold) ==== 3/4" Water Line (Hat) • • Water Line Riser • = Water Line Riser • = Water Line Crossover ® Frost Free Faucet (Front) ® Frost Free Faucet (Rear) Dishwasher to All Fixures Take Shutoff Values F, F, & P, INC. Magnolia Homes P.O. BOX 657, GERING, NEBRASKA 69341 SCALE NTS J RATE 8-¢9 DRAWN RC TaiEsx D REVISION er 7171.E WATERLINES /JOOE3. F$-ELT2832-1 4013 (DRAWING NO. REScheck Software Version 4.3.0 Compliance Certificate Project Title: FB -ELT 2852 SPL Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: BATTLEMENT MESA, CO 2006 IECC Parachute, Colorado Single Family 1440 ft2 8% 6881 5 Owner/Agent: Designer/Contractor: ROCKY MTN STEEL STRUCTURES MAGNOLIA HOMES RT TAYLOR HOMES GERING, NE Compliance ;Passes; on UA trade-off rf Compliance: Maximum UA: 191 Your UA: 189 Gress Area or Ft -Value '.R -Value Perimeter, ... Cavity Cont. Glazing.; UA or Doors U -Factor Ceiling 1: Flat Ceiling or Scissor Truss Wail 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.28 Door 1: Solid Wall 2: Wood Frame, 16" o.c. Door 2: Glass SHGC: 0.28 Wail 3: Wood Frame, 16" o.c. Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.28 Wall 4: Wood Frame, 16" o.c. Crawl 1: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Inside below -grade depth: 0.0' Crawl 2: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Inside below -grade depth: 0.0' Crawl 3: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Inside below -grade depth: 0.0' Crawl 4: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' inside below -grade depth: 0.0' 1440 34.0 0.0 416 19.0 0.0 37 0.340 44 0.150 221 19.0 0.0 33 0.340 416 19.0 0.0 31 0.340 221 19.0 0.0 208 0.0 11.0 111 208 111 0.0 0.0 0.0 11.0 11.0 11.0 46 20 13 7 11 11 23 11 13 11 6 11 6 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 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements list i the REScheck Inspection Checklist. 2 ► ii Project Title: FB -ELT 2852 SPL Report date: 09/23/09 Data filename: S:lAutoCad\Calculat€on Spread Sheets\HeatLoss Gelc`s\ResCheck\ROCKY MTN S.S..rck Page 1 of 2 Jab 50353 Truss M559801 Truss Type MONO TRUSS Qty 1 -�/Y 1 Magnolia 223 13-5-8 Mono t,#4A - oc,i Universal Forest Products tne., Grand Rapids, MI 49525. Tom Craig 7,050 s May 22 2008 MiTek Industries, Inc, Mon Deo 22 17:18:31 200B -1-4-0 7-4-12 13-5-8 ! 1 1-4-0 7-4-12 6-0.12 4x7 €I 5 3.000 5445 5;03::-- x6-4 4 Q 10. 010 11A5 0_.-/-1-'-''kill-1 ;, r,r-....w ll 4x10= 3x5%-- 3x5 7. .� 7 6 ,1 1x3 II 4x7 = 1x3 Nominal Notch 7-4-12 ) 13-5-8 7-4-12 6-0.12 Plate Offsets (X,V): 12:0-2.8 0-2-0), f5:0-9.6,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL In floc) //deft Ud PLATES GRIP TCLL 45,0 Plates Increase 1.00 TC 0,80 Verl LL) -0.13 2-7 x999 240 MT20 197/144 (Roof Snow=45.0) Lumber Increase 1.00 BC 0,83 Vert(TL) -0.24 2-7 >865 180 TCDL 10.0 Rep Stress Incr YES WB 0,65 Harz(TL) 0.05 6 nfa nla BCLL al) • BCDL 10.0 Code 16C20035BC200617P12002 (Matrix) Weight 49 Ib LUMBER BRACING' TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or4-4.5 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or7-0-5 ac bracing. WEBS 2 X 4 SPF No.2 *Except* WEBS 1 Row at midpt 4.6 W 1; 2 X 3 SPF Stud, W2: 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3-8.14 REACTIONS gb/size) 2=84510.4-0, 6=69910-1-13 (Input: 0-1-3) Max Horz2=23B(LC 7) Max Uplift2=.380(LC 7), 6=•293{LC 7) Max Grav2=1396(LC 20), 6=1137(LC 20) . FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=018.2-3=-2245/502, 3.8=-2059!505, 441=-2017/515,4-5=-224/0, 5-6=3361173 SOT CHORD 2-7=-670/1997, 6-7=-670/1997 WEBS 4-7=07279,4.6=-20191679 NOTES 1) Wind: ASCE 7-05; 110mph; TCD1=6.0paf BCDL=6.0psf, h=30ft; Cat. It Exp C; enclosed; MWFRS (low-rise) gable end zone and C-0 Exterior(2) zone;C•C for members and forces & MWFRS for reactlons shown; Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL ASCE 7-05; Pf-45.0 psf (net roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of mln roof live load of 20.0 pet or 2.00 times flat roof load of 45.0 psi on overhangs non -concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent five loads. ,;40...„,.....11....:4:74::46.6) Thls truss has been designed for a 10.0 psf bottom chord live load nonoancurrenf with any other -live loads.•410. ` 2-0-0wide fit between bottom 7) This truss has been designed fore live load of 20.0psf on tars bottom chord in all areas where a rectangle 3.8.0 tail.by will the �Ik�chord end any otter members. ,�„.a) WARNING: Required bearing size at joints) 6 greater than input bearing size. e/ 3 .r4,le9) Prov€de mechanical oonnaction (by others) of truss to bearing plate capable of withstand€ng 380 ib uplift at joint 2 and 293 ib upllft at joint 6. bio". •• e. • 10) This truss Is designed in a000rdanne with the 2005 International Building Cade section 2308.1 and referenced standard ANSE/TPI 1. / ' r.• 11) This tress has been designed In accordonce with the 2006 IBC Sec 2303.4,2, 2006 RC Sec 802.10.2 . � j , 12) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC R802.10.2 �, f .0r, Dec 23 2008 ® WARNING - Verify design parameters and READ NOTES Universal Forest PHONE (16)-364.6161:P„.• 816) 5.0060 2 GR1 AND RAPIDS, M149525E /This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder Is responsible for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TPI/ -2002. This design is based only upon pammeters shown, end is for en individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing Shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing ate overall structure is the responsibility of the building designer. For general guidance regarding fabrication,quality control storage, delive erection and bred[ q ty ,delivery, ng, consult SCSI 1-03 from the Wood Truss Council of America and Truss Plate Institute Recommendation available iron! WTCA. 6x00 Ent, .dee LN_Miadlsnn Wt K0.714 r•1e,innnrektirenkQr rnn'emmnfataa4e:;'rk tnarfl nnnvrinht 20nR by 1 rnlvpraat Fnraat F rndurin Inn 3/ Job 50353 Truss ' M569901 Truss Type MONO TRUSS IQt' 1 Pn 1 Magnolia 223 ' 13-5-8 Trey MArq - 002. - Universal Forest Products Inc., Grand Rapids, MI 49525, Tom Craig 7.050 s May 22 2008 MITek Industries, Inc. Mon Dec 22 17:30:06 2008 140 1 2-108 6815 10-10-8 I 13-5.8 ' 1-4-0 2-10-8 3-10-7 3.0011-2- 15.2-16 5x8 3x4 c 5 6x7 4Z3x4 7.---- F+ 34 4-1-9 6 2-7-0 3x7 1x3 11 , 7 � 7x8 = 10 d 1 — . w�rll l4A _1 11 = 6x8— ;. me 0- 115 �/ e 11 13 12 1x3 11 4x8 p���g 4x101 Ore �1 2-10.6 6-8-15 9 1X311 10-10.8 81;f 3x4 13.5.8 ►: r i i 1x3 Nominal 2-10-8 3-10-7 4-1-9 2-7-0 Notch • Plate Offsets (X,Y): (2:0.2-12,0-2-01, [4:2-11-5,0-1-61, [4:3.2-8,0-4-111, (55:03.8,0-1-47, [7:0-2-3,0-1-8), (10:0-3-0,0-3-01113:0-1-12,0-1-81 LOADING (est) TCLL 45.0 (Root Snow -45.0) TCDL 10.0 BCLL 0.0 " BCDL 10.0 SPACING 1-4-0 Plates Increase .1,00 Lumber increase 1.00 Rep Stress Incr YES Code 1BC2003/IBC2006/TPI2002 CSI TC 6,98 BC 0.76 WB 0.94 (Matrix) BEFI. In (toe) 11defl L/d Vert(LL) -0.29 4-11 >544 240 Vert(TL) .0.43 4-11 >372 180 Horz(11) 0.18 8 n(0- Na PLATES GRIP MT26 197/144 Weight 53 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 X 4 SPF No.2 *Except" BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. 83:2 X 3 SPF No.2, B2: 2 X 4 SPF 2100F 1.8E WEBS 2 X 3 SPF Stud "Excapr W2,W5: 2 X 2 SPF Stud SLIDER Left 2 X 4 SPF No.2 8-10.4 REACTIONS (Ib/size) 2=566/0.4.0,8=4 6710-1.8 Max Horz2=159(LC 7) Max Upfif2=-240(LC 7), 8=-196(LC 7) Max Grav2=934(LC 20), 8=780(LC 20) FORCES (ib) - Maximum Compresston/Maximum Tension TOP CHORD 1-2=0/6, 2.3=-246/0, 3-4 —118/0, 4-14=2109/554, 5-14=2040/572, 5.6=-7651188, 6.7=-7555/237, 74=-734/281 BOT CHORD 2-13=0/0,12-13=0/0, 8-94-8122, 4.11=-89112066,10-11=-6912067 , WEBS 3.13=-3/69, 5.11=01124, 9-10=0/28, 6-10==-3581165, 5-10=-14491479, 7-10=-371/1071, 8-10=-15/5 NOTES 1) Wind: ASCE 7-05; 110mph; TCDL=8.Opsf; BCOL=6.Opsf,, h=306; Cat. 11; Exp C; enclosed; MWFRS pow -Ilse) gable end zone and C -C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber COOL=1.80 plate grip DOL=1.66 2) TCLL: ASCE 7-05; P[`-45.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; C1=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed far greater of min roof live toad of 20.0 psf or 2.00 times flat roof load of 45.0 psf on overhangs non -concurrent with other livetoads. ,."''a`'. '` ..r .. 5) This truss has bean designed for basic toad combinations, which Include cases with reductions for multiple concurrent live loads, ;" -. r .. Y"4'1fr 4 6) This tnrss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. ;�, 10 '.'•'' „.� ., . 1 E 7} `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 �' •* *r%,.'.•t chord and an other members. 4'Y`� 8) Provide mechanical connection (by others) of truss to bearing plate at joints) 8. _. '44'Q' - 4...- .‹A. 3 ' 9) Provide mechanical connection (by others) of truss to bearing plata capable of withstanding 2401b uplift atjolnt 2 and 196 Ib uplift at Joint 8. f ' 4: d 10) This truss Is designed In accordance with the 2008 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Or .• 1 A r* 11) Thls truss has been designed In accordance with the 2006180 Sec 2303,4.2, 2006 €RC Sec 802.10.2 i.; _/ /6•0•', 12) This truss has been designed to meet the 200316C Section 2308.10.7,1; 2003 IRC R802.10.2 • %• • i vv.,,,,,,,...,... Dec 23 2008 A WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BEt.TLUNE RD, NE PHONE (616161 FAX (&16}365.0060 GRAND RAPIDS, MI 49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder la responsible for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TPI1-2002. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Addklonal temporary bracing to insure stability during construction is the responsibility of the erector. Additional' permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,quality control, storage, delivery, erection and bracing, consult SCSI 1.03 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WN nA PAM FMrarnrlcra I N Marirenn Wl 8371.1 1.1 ..... , / - . .. ... - - ,I. . -!d .... . .. • • • 1 - w - • •14,... .• . 3/6' SHEATHING 160 NAIL A 12- 0.0 On EACIi JOIST 1Cd 2662. p- 8' 0"C. (Two S!O RY) .' ®�� NI! NI ks ' Cr.fJ (x6 8011014 KATE /2 SAF w4.) - - 5/5 (ALT (3/4') - T&G PLYWOOD APR RATED STURD-1_ F1.00R' 1NSTAiiED PERPENDICULAR TO 301ST: - - - _ - - _ - HOUSE • _ .�:, '•.� SI 'S { illi € ..//' 4 �` - , :a: • TO JP5ON STRONG R1LI JOIST tti5TAL1.A7WH E' _ - ' a:.•- - FOUNDATION -TIE ; n L1ASS ;- r - '"-` :�^1t,: NOTE: 11 SiN"L ALONG 20" SINGLE 16 O C:' FASTEN TIE - -216 HOUSE Sal � � 2x6 LIDO SILL .. - - . uA59 2D' O.G. AND YdTI 1 1' OF A SPLICE. EN0 WAILS 0 `.. .. -. STORY :. 2 -STOW NASD TO RIM RA.L' (6) 10d NA1LS. (OPTION 2) 5/16"x 4' LAO DOLT A1`,011111P11. 16' O.C.-:AAif ' FROM FLOOR SILL TO SU. SIDEWALL ASA 26" O.C.(SWGLE STORY) - ENDWALL A 10' Ela• _(SINGLE STORY) '- , - !ii(t �,���` 1 1 i0 ��l�l�-1 - j ���ll"+� .. _..I ).( •- LWCER 6LOCK 1x�,.-(12SPF'kILN:)- I• • I SITE INSTALLED SILL PLATE IN DIRECT - o- CONTACT' W CONC:: FOUNDATION=$NICO t„ OE'- TREATED WOO. FOUHDAIN7N _ .. ;' = -- REOW006 -'0R` ANY SPECIES OF sem•- W0D0 APPROVED•BY"THE'BU1[.DING r OFFICIAL HAYtHG JURISDICTION:-'- ,> t . - •-, HOUSE TO FOUNDATION ACTORY INSTALLED'D8L. 2 x 6 S0.- RATE'(12"SPF PIN.)` - - - :..7 2- ROUND STEEL- AN 012 80LT-E1.9ED / AT - LfA$f $' INTO CONC- SPACE' T=0" OA - -' - ON LATERAL ENDS OF 'HOUSE D 6' 0 (IC.' ' ON LONC[T17DWAL SIDES Or HOUSE SC W1THW !!!p �I - 12 OF fR. PLATE -EH€1- - - - - TIE (OPTION 1) _ 3/8' SHEATHING 1fid HAIL 9 12' QC i9T0 EACH- 'JOIST 16r1 RAO. @: 6" O.C. (TWO STORY) - - - - 10 LVI !. ! *ail l.I.G :.. 6 BOTTOM 2 SPF -. - p1ATE -:,, WN) .. 5/8" (ALT (3/4") MG PLYWOOD AAA RATED. - - 58168=1- Ff.00R INSTALLED - PERP.END€CULAR TO'J01ST. - ....,.. : - -; : - ..-.: - 16d NAIL . 12" O. - _ INTO EACH. JOIST 1 NAIL' 0 fi O.C. (180 STORY) - :. �40 � ',Z amine- 1.-------4 — -4 ' `-x8 80TTO9 /2 SPF PLATE 11:8 ) ... 5/8" (ALT. (3/4") T&O PLYWOOD APA RATE° - STURO 1 -FLOOR` INSTALLED 'PERPENDICULAR TO JOIST. - 168 NAIL ,0 r O.C. SINGLE STORY 16d NAIL 0 6' OA 2 -:STORY • : 161 NAIL 9 3 1/2 ALONG'ENDWALLS - :. - 60 DEG. - NAx- 11 1��lt lirjr Iie®..! .I)� _ 2 x" 1 4 (12 SPF DOER BLOCK 1Ai-) /8x3" SCREW OR EQUAL ' SINGLE STORY ; 10" 0.0. ENOWAI S 6 O.C. TWO suet '7' O.C. END iYAtf. TWO STDRy a 3` O.G.!®!�®!t 60 DEI. ! !! I Ij} lk®.e®��l;i - a �- i11)�( - _ 2 x LEDGER BLOCK 1. ' - - - SITE INSTALLED SILL CONTACT W/S DNC. •FOUNDATION BE -TREATED 8006.-FOIIHDATTO1s REDWOOD OR ANY - WOOD` APPROVED' BY OFFIGAI HAYING €€iR15DICT10N." HOUSE .. PLATE IN DIRECT SHALL - SPECIES or 015 SUILOING - TO FOUNDATION a-,- . i + fi•., s La TF i'. .�.I-�.1 s'. = ... . _ ACTORY [ TALLEO DBL. 2 x 6 SILL PLATE/2 SPF -064.) - . 1/2" ROUND STEEL ANCHOR BOLT --EMBED _..- A7'LEAST 9' WTO COHC: SPACE 0 4.-0' O.C. ON"MENA. EGi05 OF NOOSE 0 6"-o".'0.C."-- • ON LONGRU.j,AL 5)055' OF HOUSE & WiTkflN '�� 12' OF EA PLATE ENO. TIE (OPTION 4) SITE ;UST SILL PLATE IN DIRECT CONTACT W CONC:'"FOUNDATION SHALL BE"TRFA WOOD. -FOUNDATION '- REDWOOD OR ANY SPECIES' - 800D APPROVED 8Y'THE 'BUILDING Onic9€: HAMS JURISDICTION. HOUSE TO FOUNDATION -=a . =A ' ,<: ,. %;b::e�i '-y{ 4 = : ;�:' ! .s; -�.�l, (f2 SPF WO - ACTORY INSTALLED OBL. 2 x6 SILL PLATE (/2' SPF kAIN3 - 1/2 ROUND STEEL ANCHOR DOLT -EMBED - -. AT LEAST 8' INTO CONC.SPACE'0 '4.-0' 0.C. ON LATERAL ENDS OF `NOUSE- 0 6'-0".0.0.` ON-08CITDDWAI. 51022 OF NOtISE & - �0tE€tTI(ii>t T2 OF 'EA' PLATE'ENO: TIE (OPTION 3) NOTES: 1. WIND SPEED 100' 9p2.2 EXPOSURE C- (3 SEC. GUST) 2. SEiSUIC CATEGORY - A. 8. & C - - - - - `domes MagrzolYa - .. .. - P.O. 80X 657. GERF G. NERRASK/ 69341 scALE ..,N- .S. AATE09-05 JOe, - - DRAWN CHRIS. 1060: 5 CONCRETE - _ - - I1TLE '_'IIOOE-- - 'DRAINING` NO. , - ' DATE - RE5151012 Bt FOUNDATION TIE ., DETAJL a Form RD 1924.2 {Rev, 7.99) UNITED STATES DEPARTMENT OF AGRICULTURE U.S, DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT•FEDERAL HOUSING ADMINISTRATION U.S. DEPARTMENT OF VETERANS AFFAIRS ❑ Proposed Construction DESCRIPTION OF MATERIALS Na. El Under Construction MODULAR MODEL Property address City FORM APPROVED OMB NO. 0575-0042 (To be inserted by Agency) Mortgagor or Sponsor (Name) Contractor or Builder Magnolia Homes (Factory Built Portion Only) PO Box 657, 982 Rundell Road, Gerin., NE 69341 (Name) State (Address) (Address) INSTRUCTIONS 1. For additional information on how this form is to bo submitted, number required, then the minimum acceptable will be assumed. Work exceeding minimum of copies, etc., see the Instructions applicable to the FHAApplication for requirements cannot be considered unless speeilicaily described, Mortgage Insurance, VA Request for Determination of Reasonable Value or other, as the case may be, 4. Include no allematas, "or equal" phrases, or contradictory items. (Consideration of a request for acceptance od substitute materials or equipment is not 2. Describe 311 materials and equipment to be used, whether or not shown thereby precluded.) on the drawings, by marking an X in each appropriate check box and entering the information called for in each space. If space is adequate, enter "See misc." 5. include signatures required al the end of this form. and describe under item 27 or on an attached sheet: THE USE OF PAINT CONTAINING MORE THAN THE PERCENT OF LEAD BY WEIGHT 6. The construction shall be completed in compliance with the related drawings PERMITTED sY LAW I5 PROHIBITED. and specifications, as amended during processing. The specifications include this Description of Materials and the applicable building code. 3. Work not specifically described or shown will not be considered unless 1. EXCAVATION: Bearing soil, type 2. FOUNDATIONS: By Others Footings: concrete mix ; strength psi Reinforcing Foundation wall: material Reinforcing Interior foundation wall: material Party foundation wall Columns: material and sizes Piers: material and reinforcing Girders: material and sizes Sills: rnaterial Basement entrance areaway , Window areaways Waterproofing Footing drains Termite protection Basementless space: ground cover ; insulation • foundation vents Special foundations Additional information 3. CHIMNEYS: Material Metal Prefabricated (make and size) Nordyne Flue lining: material: Metal Heater flue size 5" ID, 8" OD Fireplace flue size Vents (material and size) gas or oil heater Nordyne Metal 5" 8" OD ; water heater 3" Galy. Metal Single Walls Additional information: ' Goes Into Double Wall (3" ID, 5" OD) Thru hoof Into Vent Cap 4. FIREPLACES: • Type; ❑ solid fuel; 0 gas -burning; ❑ circulator (make and size) Ash dump and clean-out Fireplace: Facing - lining • hearth ; mantel Additional information: 5. EXTERIOR WALLS: Wood frame: wood grade, and species 2X6 Stud Grade SPF 0 Comer bracing. Building paper or felt Sheathing 24/0 APA Rated ; thickness 3/8" OSB; width 46" , ® solid; 0 space " o c.; 0 diagonal; Siding Lap or Hardboard ; grade 7/16 ± Min ; type ; size 4X8 ; exposure '; fastening Nails Shingles Asphalt • grade C ; typo 3 Tab - size ; exposure "; fastening Per Mfg. Stucco ; thickness "; Lath ; weight • • lb. Masonry veneer Sills Lintels Base flashing Masonry: 0 solid © faced 0 stuccoed; total wall thickness ';facing thickness "; facing material Backup material ; thickness "; bonding Door sills Woo Steel Window sills Poly Componite - White Lintels Base flashing Interior surfaces: dampproofing, coats of • furring Additional information: Exterior painting: material Sherwin-Williams ; number of coats 1 Gable wall construction: ® same as main walls;i other construction Gabbs End Truss (See Plan Set) 6. FLOOR FRAMING: 2X8 #28T9 SPF 1/2" STL Bolt 3oists: wood, grade, and species 2X10 29TR SPF • other Band Joists ; bridging NIA ; anchors or Equal Concrete slab: ❑ basement floor 0 first floor 0 ground supported; ❑ self-supporting; mix ; thickness , reinforcing ; insulation ; membrane Fill under slab; material ; thickness " Additional information: 7. SUBFLOOR1NG: (Describe underflooring for special floors under iters 21.) CD int/Ext 518" X T & 0 Sturd-i Material: grade and species Plywd. Comb. Sub-Fir-Underlayment Glue ; size 4' X 8' ; type mor Equal Laid: 0 first floor 0 second floor 0 attic sq. ft; 0 diagonal; 0 right angles. Additional information: 8. FINISH FLOORING: (Wood only. Describe other finish flooring under item 21:) N/A LOCATION ROOMS GRADE SPECIES THICKNESS WIDTH BLDG. PAPER FINISH First floor Second floor Attic floor sq ft. Additional information. According ro the Paperwork Reduction Acr of 1995, an agency may nor conduct or sponsor, and o person is nal required to respond to a collection of infonnmion unless it displays a valid OMS control ,umber. The wr1Fd OMB connol number for this information collection is 0575-0042. The rime required to complete this information collection it minima to average 15 minutes per response, including the time for reviewing insrracrrons, searching existing data 04105(0. gathering and maintaining the data needed, and completing and reviewing the collection of information. HUD -FHA 2005 RI) 1924-2 (Rev. 7.99) VA Form 25-15452 9. PARTITION FRAMING: Studs: wood, grade, and species Stud Grade S -P -F Additional information:_ 10. CEILING FRAMING: See Item 411 This Form size and spacing 2X4 16" o.c. 2X3 © 16" o.c. Other 2X6 4l 16" o.c. Joists: wood, grade, and species Other _ Bridging _ Additional information: 11. ROOF FRAMING: Pre -Engineered Roof Trusses Rafters: wood, grade, and species Roof trusses (see detail): grade and species Additional information: Glue Lam Ridge Beam 12. ROOFING: Sheathing: wood, grade, and species 7116" 24/16 APA Rated Shgathing ; j$) solid 0 spaced "o.c. Roofing Shingles grade A sic ; type 3 Tab PD Pneumatic Underlay Double Layer Rooflnq Underlayment • weight or thickness Dbl 15 • size Varies ; fastening Galvanized Built-up roofing • number of plies ;surface material Flashing: material Pre -Finished Aluminum ; gage or weight 0.019 ; 0 gravel stops; 0 snow guards Additional information: Roofing Underlayment is Doubled at Eaves - See Plan Set Sht. 5 13. GUTTERS AND DOWNSPOUTS: Site: Instatied by Others Gutters: material • gage or weight ; size • shape Downspouts: material ; gage or weight • size ; shape ; number Downspouts connected to: ❑ Storm sewer; 0 sanitary sewer; © dry-wel1. [J Splash blocks: material and size Additional information; 14. LATH AND PLASTER: Lath ❑ walls, 0 ceilings: material • weight or thickness Plaster: coats ; finish Dry -wall ® walls, g ceilings: material Gypsum Board ; thickness 112" / 5/8" ; finish Walls: Knock Down Joint treatment Outside Comers: Corrosion -Resistant Meta/ Corner Bead: tnside Corners & Wall Board Butt Joints: Taped, Filled & Sanded 15. DECORATING: {Paint, wallpaper, etc.) ROOMS WALL FINISH MATERIAL AND APPLICATION CEILING FINISH MATERIAL AND APPLICATI.ON Kitchen Gypsum Wallboard w/Knock Down Texture Gypsum w/Knock Down Texture Gypsum w/Knock Down Texture G .sum w/Knock Down Texture Bath G .sum Wallboard w/Knock Down Texture Other Gypsum Wallboard Painted & Tri med All Rooms Sherwin Williams Int. Latex E.g3hell Additional information::Joints o_ .yp Brd Finished w/Pointe l Trim in Closets 16. INTERIOR DOORS AND TRIM: Doors: type Plain Flush Wood Hollow Gore ; material Pine & 1/8" Hardboard Skin • thickness 13/0" Corners Door trim: type Wd Jamb & Casing' material Pre -Finished Base: type Wd. Baseshoe ; material Pre -Finished Finish: doors Stained - Pre -Finished - trim Pre -Finished Pine Other trim (item, type and location) 1/2" X 3/4 Door Stop Additional information: Baseshoe Thru-Out 17. WINDOWS: Windows: type Single Hund ;make Kinro ;material Vinyl ; sash thickness Glass: grade 1/2" Insulated - ❑ sash weights; CZ( balances, type BSI - Balance System ; head flashing N/A Trim: type Corner Beagl RIns - material 1/2" $heetrock Paint Latex Se i los ; number coats N/A Weatherstripping: type C Lon • material Foam Core Storm sash, number N/A Screens: j full; IR half; type Aluminum Framed number All ; screen cloth material Fibeyg)ass Basement windows: type material ; screens, number Storm sash, number Special windows Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: Galv. SteetAN Main entrance door: material IJrethene Foam Gore • width 36" ; thickness 131 ' ; Frame: material Wood ; thickness 3/4 " Other entrance doors: materia/ Urethenn Foam Gare.._' width 36" ; thickness 1 V.i "; Frame: material Wood ; thickness 3/4 " Head flashing NIA Weatherstripping: type Vinyl Compression • saddles Adl. Alum/Oak Screen doors; thickness ':; number ; screen cloth material Storm doors: thickness "; number Combination storm and screen doors: thickness number • screen cloth material Shutters: 0 hinged; 0 fixed. Railings , Attic louvers Exterior millwork: grade and species Selected K -D Wood -Prime Paint Ext. Flat Latex - number coats 1 Additional information: 19. CABINETS AND INTERIOR DETAIL: Pre -Finished Wood Pariicie Board or Kitchen cabinets, wall units: material Oak i7� ' .-r ; lineal feet of shelves Varies ; shelf width 12" Base units: material Same as Above ; counter top #107 Ralph Wilson ; edging Formica (Oak & Ceramic Tile Back and end splash Ceramip Tile Finish of cabinets Pre -Finished or Oak number coats N/A Medicine cabinets: make • model Other cabinets and built-in furniture Bath Lay. Cabinets, Utility Room Cabinets Additional information: See Plan Set, Sht 2 20. STAIRS: ., • size 1 Vii" STAIR TREADS RISERS STRINGS HANDRAIL BALUSTERS Material Thickness Material 'Thickness Material Thickness Material Thickness Material Thickness Basement Main Attic Disappearing: snake and model number Additional information' HUD -FHA 2005 VA Form 26.1852 2 21. SPECIAL FLOORS AND WAINSCOT: (Describe carpet as luted in Certified Products Directory.) vi o u-, Location Material, Color, Border, Sizes, Gage, Etc. Threshold Material Wali Base Material nderfloor Mate Material Kitchen 12" x 12" The Aluminum Wood See Item #7 Bath 12" x 12" Tile White Lavatory See Item #7 lJ,filily Alt 12 x 12 Tile Aluminum Wood See Item #7 Other - Alt 12 x 12 Tile Bath WC - Water Saver See Item #7 White Bathtub Bath 5 e r Location Material, Color, Border, Sizes, Gage, Etc. height g • Over 1'b He(Prtom Floor) t in Showers Bath Lasco #2603 G.C.M. Stall showerA Bath Lasco Brite Star 1463SG, 13630 1603SG LT01 36" 48" & 60" 20" x 22" x 12" White Cast Acrylic Laundry trays Utility Roman Tub Bath Better Bath WDR 4200 See Bathroom accessories: 0 Recessed; material ; number • 0 At ached; materia] Chromed Plas ; number Below Additional information: Includes 1 -Tissue Holder, 1 -Towel Rinq & 1 -Medicine Cabinet Each Bath. One Shower Curtain Rod or Safety -Glazed Door per Bath w/Shower. 22. PLUMBING: Fixture Number Location Make Mfr's Fixture Identification No. Size Color Sink Kitchen Vitco HT2522-4 32" x 18" 4I-1 ss White Lavatory Bath Vitco 1-319 17" x 20" White Water closet Bath WC - Water Saver 3-645 l 3.658 White Bathtub Bath Better Bath 3060A 60" x 30" White Shower over tubA Bath Lasco #2603 G.C.M. Stall showerA Bath Lasco Brite Star 1463SG, 13630 1603SG LT01 36" 48" & 60" 20" x 22" x 12" White Cast Acrylic Laundry trays Utility Roman Tub Bath Better Bath WDR 4200 60" x 42" White Bar Sink Family Brite Star Model #2 15" x 15" SS A ® Curtain rod All Door © Shower pan: materiel Molded Fiberglass Water supply:. 0 public; 0 community system: 0 individual (private) systema lewaae_climsrsal: 0 public; 0 community system: © individual (private) system." " Show and describe individual system in complete detail in separate drawings and specifications according to requirements. House drain (inside): ❑ cast iron; ❑ tile; ❑ other ABS/DWV Plas House sewer (outside): 0 cast iron; 0 tile; 0 other Water piping: 0 galvanized steel; ® copper tubing; 0 other Still cocks, number Anti -Siphon Domestic water heater: type Storage ; make and model Rheern ; heating capacity 34,000 BTU gph. 100° rise. Storage tank: material Glass -Lined Steel ; capacity Varies gallons. Gas service: 0 utility company; 0 lig. pet. gas; 0 other Gas piping: 0 cooking; © house heating. Footing drains connected to; ❑ storm sewer; 0 sanitary sewer; 0 dry well. Sump pump; make and model ; capacity • discharges into 23. HEATING: 0 Hot water. 0 Stearn. 0 Vapor. 0 One -pipe system. 0 Two -pipe system. 0 Radiators. 0 Convectors. 0 Baseboard radiation. Make and model Radiant panel: ©. floor; 0 wall; 0 ceiling. Panel coil: material 0 Circulator. 0 Return pump. Make and model • capacity Boiler: make and modelOutput Btuh,; net rating Additional information. Warm air: 0 Gravity. ® Forced. Type of system Ducted "H" Supply System Duct material: supply1A sminum; return Q.aa,,,GaIv Insulation ; thickness �,S).22 ❑ Outside air intake. Furnace: make and model Nordvne Input Varies Btuh.; output Varies Btuh. Additional information: 0 Space heater; ❑ floor furnace; 0 wall heater. Input Btuh.; output Btuh.; number units gpm. Btuh. Make, model Additional information: Controls: make and types Additional information: Fuel: ❑ Coal; 0 oil; ❑ gas 0 lig. pet. gas; 0 electric; 0 other • storage capacity Additional information: Firing equipment furnished separately: 0 Gas burner, conversion type. 0 Stoker: hopper feed 0 bin feed 0 Oil burner: 0 pressure atomizing; 0 vaporizing Make and model" Control Additional information: Electric beating system; type jOPT1 •Nordyne Input Varies watts; @ 240 volts; output Varies Btuh. Additional inforntation:PPT.) Electric Baseboard Heat Ventilating equipment: attic fan, make and model ; capacity cfm, kitchen exhaust fan, make and model Other heating, ventilating, or cooling equipment Bathrooms Ventiilne / Combination Light & Vent Fan Model: V22562 and V2244 24. ELECTRIC WIRING: Service: 0 overhead; ❑ underground. Panel: 0 fuse box; lIZ circuit -breaker; make Cutler Hammer AMP's Varies No. circuits Varies Wiring: 0 conduit; 0 armored cable; ® nonmetallic cable; 0 knob and tube; 0 other All Wirinc€ is Copper Special outlets: 0 range; 0 water heater; ® other Drver / GFCI Recept. &/or Brkr. Protecting Circuits as Noted 0 Doorbell. 0 Chimes. Push-button locations. Additional information: Firex Smoke Alarm w/Battery Backup Model: 440 25. LIGHTING FIXTURES: Total number of fixtures Total allowance for fixtures, typical installations, $ Nontypical installation Additional information: See Plan Set, Sht. 2 HUD -FHA 2005 VA Form 26.1852 3 26. INSULATION: L cation Roof jltickness Maley/ x e. and MethodofIn allation Vapor Banger Ceiling 9 1/2" Cellulose Stabilized Insulation Spray On Kraft Paper Wall 5 1/2" 7" Fiberglass Paperback Hatt (R-1) 0.1. Fiber lass Rolled 9-11 or R-22 Floor 3 1/2" or 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere; or use to provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) HARDWARE: {make, material, and finish.) Ext. Doors Kwikset Lockset-US 3 Brass, Butts -Stanley 4"x4" US 4 Brass, Passage Door: Decorite Privacy Latch-US3 Brass, Butts -Stanley #3 112" x 3 1/2" US 4 Brass. Closet Doors: Decorite Latch -US 3 Brass Butts -Stanley 3 1/2" x 3 1/2" US 4 Brass, SPECIAL EQUIPMENT: (Stale material or make, model and quantity. Include only equipment and appliances which are acceptable by local law, custom and applicable FHA standards, Do not include items which, by established custom, are supplied by occupant and removed when he vacates premises or chatties prohibited by law from becoming realty.) Cooking: 30" Free -Standing Range - Sid. Gas Range GE-JGBS2OW Or Built In Cooktop - GE - JGP 326W Or Built In Oven - GE - JGRP - 17WW Std. Refrigerator; 14 Cu. Ft, F.F. GE - GTS 16 BBS Opt: Dishwasher GE GSD2000 JWW Opt: Disposal SE150 Sinkquard 0.t: Microwave Oven GE JVM 1631 W PORCHES: TERRACES: GARAGES: WALKS AND DRIVEWAYS: Driveway: width ; base material ; thickness "; surfacing material . thickness Front walk: width _; material thickness ". Service walk: width ; material - thickness Steps: material ; treads "; risers1 ". Check walls OTHER ONSITE IMPROVEMENTS: (Specify all exterior onsite improvements not described elsewhere, including itoms such as unusual grading, drainage structures, retaining wails, fence, railings, and accessor structures.) LANDSCAPING, PLANTING, AND FINISH GRADING: Topsoil " thick: 0 front yard; 0 side yards; 0 rear yard to feet behind main building. Lawns (seeded, sodded, or sprigged):. 0 front yard ; 0 side yards , 0 rear yard Planting: © as specified and shown on drawings; 0 as follows: Shade trees, deciduous. " caliper. Evergreen trees ' to ' 9 & B. Low flowering trees, deciduous. ' to Evergreen shrubs ' to ' B & 9. High -growing shrubs, deciduous. 'to Vines, 2 -years Medium -growing shrubs, deciduous. ' to Low-growing,shrubs, deciduous. ' to IDENTIFICATION. This exhibit shall be identified by the signature of the builder, or sponsor, and/or the proposed mortgagor if the latter is known at the time of application. Date Signature Signature HUD -FHA 2005 4 VA Form 26-1852