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HomeMy WebLinkAboutApplicationGARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970-384-5003 Vtmw.i:articld-countv.cam 1 Parcel No: (this information is available at the asses rss office 970.9 -91 fit} j 2 Job Address: (if an address has not been assigned, please provide� Cr, Hwy or Street Name & City) or and legal description ee l - H ► ;y 2+a�r,D 3(O� 09 i fa G L i- Q- CP T I , 3 Lot No: Block No: Subd./ Exemption: 4 Owner: (property owner) Alm. a on1 J WELLS Mailing Address: 6691 coo..try loam 90c1, PAarta-WM- Ph: (970)6 z5-34-64- Alt Ph; — 5 Contractor:�„ 07370) p J Mailing Address: Ph: Alt Ph: (, Architect / Engineer: MSArtW , INC /PAUL 6Ai.1.,h FH Mailing Address: UZ1 F31�eA> 6,7eIr Snr l l� i , Bt t-�:IVIL Ph ` (les} 4c1e j.— 0511-5- 5111.5Sq. Alt Ph: Sq.Ft. of Building: 1200 Sq. Ft. or Acres of Lot: 4 Ace E Height: 16, I No. of Floors: 1 8 Use of Building: SARA.% 9 Describe Work: CcA,377z.ucr fC `/PA,t ie0 C741414 130 10 Class of Work: yl New a Alteration o Addition _ 11 Garage: hitt o Attached o Detached Septic: EUSr1NG ,kJSDS o Community 12 Driveway Permit: E7t1$nJSEr Owners valuation of Work: S �O ono i Authority. This application fora Building Permit must be signed by the Owner of the property, described above, or an authonzed agent. if the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Leant Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits.. Multiple separate permits may be required (1) Slate Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned fora period of 180 days after commencement. CERTIFICATION 1 hereby certify that 1 have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as 10 accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Pennit, 1 agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Budding Code, ISDS regulations and applicable land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, lithe location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department 10 enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submiaals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ics) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, l acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE 1/1401w: Ykt( OWNERS SIGNATURE Ze. s err 09 DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: 120 (b Plan Check Fee: 227.et Permit Fee: 4441,6". Manu home Fee: Misc Fees: ISDS Fee: Total Fees: I.70.2! Fees Paid: 227 Balance Due: Setbacks: BLDG DFPT: BP No & Issue Date: -I25- OCC Group: Const Type: 1420 tg.6 PLNG DEPT: 10/61C1- \ML:\ \\\*A ISDS No & Issued Date: Zoning: The following items are reuuired by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with wand finished walls ready for stove and refrigerators; all binets, sink th hot & cold nning water, bent kitchen floor covering, counter top 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.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WI A ING PREMISES AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VAC 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. ilAr✓ z s o9 DATE OWNERS SIGNATURE Bapplicationdecember2007 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 IRC, and 2006 IECC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes (Jc - KG+ SugArGnto 5 t.iG malts FIS CiweeWn! LIP16$ Acaacu-1 J 1.4i1_ i r-"Papsv &GpJ 2. Does the site plan also include any other buildings on the property, 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 s 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes x 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes x 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the LRC? Yes No 17. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 19. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No X (N/a) 20. Is the location of all natural and Iiquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes W0 (N/A) 21. Do you understand that if you are building on a parcel of Iand created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes x (N/A) 22. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes N/A 23. Will-Org-be,che only residential structure on the parcel? Yes . No If no -Explain: F3AP-N is 144'7" faESIDeagriAL Srn_LICN( E REsrne)ce f s s 4'L+m- SvnucrvitE 24. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 4 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes % 35. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes X 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes X 37. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ?i (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes X 39 . Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes X ("'/a ) 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes X OVA I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owne Phone: Z e 5---b-VT 09 Date fr io (25- 3464 (days); (417o) 625- (evenings) 6 Contacts Description of Work: Barn Bin #: D-8 Location Address: CR 309 PARACHUTE, CO General Information rCase Manager: Ken Smith Plan Case Number: BLDG -9-09-6131 Parcel: 217532300007 Application Date: 09/29/2009 Owner. Marion Wells Applicant: Marion Wells Applicant Phone: 970-625-3464 Email: Building Planning/Zoning Engineered Foundation Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Pian Flood Plain Septic Permit and Setbacks Building height Grade/Topography 30%' Toning Sign -off Attach Residential Plan Review List Road Impact Fees Minimum Application Questionnare HOA/DRC Approval Subdivision Plat Notes Grade/Topography 40% Fire Department Review Planning issues Valuation Determination/Fees-Subdivision Plat Red Line Plans/Stamps/Sticker General Comments: Attach Conditions 1 Application Signed J Ian Reviewer To Sign Application J parcel/Schedule No. 40# Snowload Letter - Manu. Homes } Soils -Report Wednesday, September 30, 2009 r`\ . S REPORT' ESR -2092 Issued November 1, 2006 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.org Business(Regional Office • 5360 Wa1a fan Ma Road, Whitie., Caifamia 90601 • (562) 939-0543 Regional Office s 900 Mantdar Road, Suite A Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossnwor Road, Country aub HiHs, Illinois 60478 • (708)799-2305 DIVISION: 03—CONCRETE Section: 03130—Permanent Forms REPORT HOLDER: NUDURA CORPORATION 27 HOOPER ROAD, UNIT 10 BARRIE, ONTARIO L4N 953 CANADA (866) 468-6299 www.nudura.com techsupport(mnudura.com EVALUATION SUBJECT: NUDURA INTEGRATED BUILDING TECHNOLOGY", INSULATING CONCRETE FORM (ICF) WALL SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: • 2003 International Building Code° (IBC) • 2003 International Residential Codee (IRC) • BOCA° National Building Code/1999 (BNBC) • 1999 Standard Building Code© (SBC) • 1997 Uniform Building Code TM' (UBC) • 1998 International One- and Two -Family Dwelling Code° (IOTFDC) Properties evaluated: • Structural • Surface-buming characteristics • Crawl -space installation • Fire -resistance -rated construction • Noncombustible construction 2.0 USES NUDURA Integrated Building Technology' Insulating Concrete Forms (ICFs) are used as permanent formwork for structural concrete, load-bearing and nonload-bearing, below - grade and above -grade walls. The forms are used in construction of plain and reinforced concrete beams, lintels, exterior and interior walls, and foundation and retaining walls. The forms remain in place after the concrete cures and must be covered by an approved interior- and exterior -wall -finish material The -forms are recognized for use in buildings of Types r, II, III and IV (noncombustible) construction, when installed in accordance with Section 4.2.9. 3.0 DESCRIPTION 3.1 General: NUDURA Integrated Building TechnologyTMr ICFs consist of expanded -polystyrene (EPS) foam -plastic panels connected with cross -ties. The forms are classified as a flat ECF wall system in accordance with Sections R404.4.2 and 8611.3 of the IRC. 3.2 Materials: 3.2.1 NUDURA Insulated Concrete Forms: The forms consist of two uniform -thickness EPS foam -plastic panels manufactured to a nominal EPS foam density of 1.25 pcf (20.0 kg/m'). The EPS foam plastic complies with ASTM C 578. The EPS foam plastic has a flame -spread index of 25 or less and a smoke -developed index of 450 or less at a 1.5 pcf (24 kg/m') density when tested in accordance with ASTM E 84. The EPS panels are connected together with cross -ties consisting of either integrally molded, foldable, high-density polypropylene, hinged web/fastening strips (flanges) or injection -molded, high-density polystyrene fastening strips (flanges) interlinked with high-density, polypropylene insert webs, depending upon the web location and required function. The web/fastening strips run full height of the form panels and are embedded within the EPS at regular8-inch (203 mm) Intervals, are recessed 1/2 inch (12.7 mm) from the EPS surface, and provide a fastening flange that measures 11/2 inches (38 mm) in width. The webs connected to the flanges also have openings to permit concrete to pass through, and feature a variety of seat options for support and to lock the horizontal steel -reinforcing bars in place. Either configuration of cross -ties serves to separate the EPS panels at a prescribed uniform core distance and provide an anchorage location for attachment of interior and exterior finishes. The EPS panels and cross -ties are molded with preformed reversible interlock and vertical clip -locking mechanisms on their top and bottom edges to facilitate stacking and vertical interlocking of the form units. NUDURA standard form panels and hinged web forms are available in a standard length of 96 inches (2438 mm) and a standard height of 18 inches (457 mm). NUDURA forms are available in widths of 91/4, 111/4, 131/4, 151/4 and 171/4 inches (235, 286, 337, 388 and 438 mm) to enable formation, respectively, of 4-, 6-, 8-, 10- and 12 -Inch -thick (102, 152, 203, 254 and 305 mm), flat, monolithic concrete walls. Forty -five -degree and 90 -degree angle form units,"r-form units, brick ledge forms, brick ledge extensions, height adjusters (with fastening ties) and end caps are also available for each thickness of form unit offered. The comer and ".- form units are used to construct wall intersections. The brick ledge forms and brick ledge extensions are used to construct Fy REPORTS— are not to be construed ar representing aesthetics or any other attributes nor specifically addressed nor are they la be construed as an endorsement of the subject of the report or a recommendation for its we. There is na warranty by JCC Evaluation Service. Inc., express or implied, ar to any finding ar other matter in this report, or as to any product covered by the report. Copyright C 2006 nmsisaerwwr Page 1 of 8 Page 2 of 8 ESR -2092 concrete corbels for support of brick or stone veneer exterior finishes or for supporting interior floor construction. The 3 -inch (76 mm) height adjuster panels are fitted on their interior surface with shorter length polystyrene fastening strips that are designed in the same manner as the full -height form unit polystyrene fastening strips. In turn, these can be interconnected across the form cavity using a series of 3 - inch -high (76 mm) "slide -in" polypropylene ties that have been designed for use with the height adjuster forms, using the same integrally molded "slide -in" pin design as is featured in the comer foram insert web. As with the full -height insert webs, the height adjuster ties are supplied in 4-, 6-, 8-, 10- and 12 - inch (102, 152, 203, 254 and 305 mm) cavity widths. 3.2.2 Concrete: The concrete must be normal -weight concrete complying with the applicable code, having a maximum aggregate size of 31, Inch (19.1 mm) and a minimum compressive strength of 2,500 psi (17 MPa) at 28 days, except for fire -resistance -rated construction, as noted in Section 4.2.8. 3.2.3 Reinforcement: Reinforcement must be deformed steel reinforcing bars, complying with the applicable code, with a minimum yield stress of either 40 ksi (275 kPa) or 60 ksi (413 kPa), depending on the structural design. 3.2.4 Other Components: When required by the code official, wood members in contact with concrete for plates or windows and door framing must be preservative -treated with an approved wood preservative or be a naturally durable species, and must be attached with hot -dipped galvanized steel anchor bolts and fasteners complying with the applicable code. Materials other than wood, such as vinyl, are permitted for window and door framing, if approved by the code official. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Structural analysis and design of the concrete must be prepared in accordance with the manufacturer's recommended design procedure, ACI 318 and Chapter 19 of the applicable code. Design loads must comply with Chapter 16 of the applicable code, except when regulated by the IRC. Design calculations and details for specific applications must be furnished to the code official verifying compliance with this report and the applicable code. The design calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Calculations are not required when the building design is based an Section 4.1.2, 4.1.4 or 4.1.5 of this report. 4.1.2 Prescriptive Design: IRC, SBC and Standard SSTD 10-99: NUDURA Integrated Building Technology"' ICFs are defined as flat ICF wall systems and must be designed and reinforced using the load tables for flat ICF forms in Sections R404.4 and R611 of the IRC, or Sections 1916 and 1804.6.2 of the SBC, or Section 206 of SSTD 10-99 (SBCCI Standard for Hurricane Residential Construction), provided the building conforms to the applicability limits defined in Sections R404.4.1 and R611.2 of the IRC, or Sections 1916.2 and 1804.6.2.1 of the SBC, or Section 101.1 of SSTD 10-99, as applicable. Design for buildings not conforming to the applicability limits must be in accordance with Section 4.1.3 of this report. When using a prescriptive design method, the wall thickness is limited, as noted in the applicable code sections referenced above. 4.1.3 Nonprescriptive Design: When the forms are installed on buildings not conforming to the applicability limits of Sections R404.4.1 and R611.2 of the IRC, or Sections 1916.2 and 1804.6.2.1 of the SBC, or Section 206 of SSTD 10-99, the structural analysis and design of the concrete must be prepared in accordance with ACI 318 and Chapter 19 of the IBC, BNBC, SBC or UBC, or Section R612 of the IRC, as applicable. 4.1.4 Foundation Design: Design of foundation wall reinforcement must be in accordance with the following code sections, as applicable: • IBC Section 1805.5 and Tables 1805.5(1), 1805.5(2) and 1805.5(3) • IRC Sections R404.1 and 404.1.2, and Tables R404.1.1(1), R404.1.1(2) and R404.1.1(4) • BNBC Section 1812.3.2 and Tables 1812.3.2(1) and 1812.3.2(2) • SBC Section 1804.6 and Table 1804.6.1(A) • IOTFDC Section 404.1 and Tables 404.1.1(1) and 404.1.1(2) • UBC Sections 1806.7.1 and 1914.2.1 4.1.5 Alternative Design: In lieu of calculations required by Section 4.1.1 of this report, the structural design of reinforced concrete formed by the NUDURA Integrated Building Technology"' ICFs for residential construction must comply with the Prescriptive Method for Insulating Concrete Forms in Residential Construction (publication EB118), dated May 1998, published by the Portland Cement Association (PCA), subject to all applicability and use limits for flat ICF walls defined in Table 1.1 of that document. Buildings constructed with the NUDURA Integrated Building Technology"' ICF wall system and designed in accordance with this section are limited to a height of two stories plus a basement, where the maximum unsupported wall height is 10 feet (3048 mm). 4.2 Installation: 4.2.1 General: NUDURA Integrated Building Technology.'" ICFs must be installed in accordance with the manufacturer's published installation Instructions and this report. The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions must be available at all times on the jobsite during installation. The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. .4.2.2 Interior Finish: M DURA integrated guilain Tecbnology"' ICFs. must be finished on the interior of the. building with an approved 15 -minute thermal barrier, Ouch a m ntntum 112 -inch -thick (12.7 mm) regular gypsum wallboard complying with ASTM C 36. The gypsum wallboard must be installed vertically or horizontally and attached to the furring strips with minimum 15/ -inch-long (41 mm), No. 6, coarse - thread or fine -thread gypsum wallboard screws, spaced 16 inches (406 mm) on center horizontally and vertically in the field. The screws must penetrate through the flange a minimum of 1/ inch (6.4 mm).n ril'9vefitfoard•joTls nd screvuhrnus[Fie tape andAlled with joint -compound 4.2.3 Exterior Finish: 4.2.3.1 Above Grade: The forms must be covered on the exterior with an approved wall covering in accordance with the applicable code or a current evaluation report, except when regulated by the 1RC, in which case the forms must be covered on the exterior with a water -resistive barrier in accordance with Sections R703.1 and R703.2 of the IRC, and with an approved wall covering In accordance with the IRC or a current evaluation report. Page 3 of 8 ESR -2092 The exterior wall covering must be designed and installed in accordance with the applicable code or a current evaluation report. When the wall covering is required to be mechanically attached to structural members, the wall covering must be fastened to the flanges of the cross -ties with coarse -thread drywall screws, which have assigned allowable pullout and lateral capacity, as shown in Table 1. The screws must be corrosion -resistant and must have sufficient length to penetrate the flanges of the plastic bridge inserts a minimum of '/, Inch (6.4 mm). The maximum spacing of the screws must be designed to resist the gravity loads of the wall covering and 10 resist the negative wind pressures. Negative wind pressure capacity of the exterior wall covering must be the same as that recognized in the applicable code for a generic wall covering or as listed in a current evaluation report for proprietary materials. 4.2.3.2 Below Grade: For basement wall installations, form exterior surfaces must be damp -proofed or waterproofed in accordance with the applicable code. The damp -proofing and waterproofing materials must be approved by the code official, and must be free of solvents that will adversely affect the EPS foam plastic boards. No backfill is permitted to be applied against the wall until the complete flooring system is in place, unless the wall is designed as a freestanding wall that does not rely on the floor system for structural support. 4.2.4 Crawl Space Installation: NUDURA Integrated Building Technology"' ICFs are permitted to be used as walls of crawl spaces without an ignition barrier applied to the crawl space side of the foam plastic, provided all of the following conditions are met: a. Entry to the crawl space is only to service utilities, and no heat -producing appliances are permitted. b. There are no interconnected basement areas. c. Air in the crawl space is not circulated to other paras of the building. d. Underfloor ventilation of the crawl space is provided in accordance with the applicable code. 4.2.5 Foundation Walls: The wall system is permitted to be used as a foundation stem wall when supporting wood -framed construction and when the structure is supported on concrete footings complying with the applicable code. Design and installation of the wall system as a foundation stem wall shall comply with IBC Section 1805.5 or IRC Section R404.4, as applicable. For jurisdictions adopting the UBC, compliance with Table 18-1-C of the UBC is required. 4.2.6 Retaining Walls: The wall system is permitted to be used as a retaining wall with reinforcement designed in accordance with accepted engineering principles and Section 4.1 of this report. 4.2.7 Protection Against Termites: In jurisdictions that have adopted the IRC, SBC or IOTFDC, where the probability of termite infestation is defined as "very heavy" by the code official, the foam plastic must be installed in accordance with Section R320.4 of the IRC, Sections 1916.7.5 and 2603.3 of the SBC or Section 323.4 of the IOTFDC. Areas of very heavy termite infestation must be determined in accordance with IRC Figure R301.2(6), SBC Figure 2304.1.4 and IOTFDC Figure 301.2(6), as applicable. 4.2.8 Fire -resistance -rated Wall Assemblies: NUDURA Integrated Building Technology*"' ICFs are used to construct fire -resistance -rated wall assemblies as follows: The interior face of the forms must be covered with minimum '12 -inch -thick (12.7 mm) gypsum wallboard complying with ASTM C 36, and the exterior faces of forms must be covered with minimum V2 -inch -thick (12.7 mm) gypsum sheathing complying with ASTM C 79. Fire - resistance ratings are as follows: ■ Four -inch -thick (102 mm) concrete has a fire -resistance rating of two hours. • Six -inch -thick (152 mm) concrete has a fire -resistance rating of three hours. • Eight -inch -thick (203 mm) concrete has a fire -resistance rating of four hours. The interior face of the fomes is covered with minimum 54 - inch -thick (15.9 mm) gypsum wallboard complying with ASTM C 36, and the exterior faces of forms must be covered with minimum 5/B inch -thick (15.9 mm) gypsum sheathing complying with ASTM C 79. In this case, 6 -Inch -thick (152 mm) concrete has a fire -resistance rating of four hours. The normal -weight concrete of a sand -limestone mix must have a minimum density of 145 pcf +/- 5 pcf (2300 kg/m' +1- 50 kg/m') with a minimum compressive strength of 2,900 psi (20 MPa). The minimum reinforcement must be No. 4 (10M) reinforcing bars. Reinforcing bars must be placed vertically in the center of the wall and spaced 16 inches (405 mm) on center. Horizontal reinforcing bars must be spaced 18 inches (457 mm) on center and be staggered on either side of the vertical bars, from course to course of the forms. The maximum axial compression load must be 7 percent of the load determined in accordance with the applicable code. 4.2.9 Installation in Buildings Required to Be of Noncombustible Construction: Noncombustible construction is defined as Type I, II, Ill and IV under the IBC [Types 1, 2, 3 and 4 under the BNBC; Types I, II, II and IV under the SBC; and Types I and II under the UBC]. The NUDURA Integrated Building Technology"' ICFs are recognized for use in buildings of noncombustible construction provided the forms are used to form solid concrete walls complying with the following: 4.2.9.1 Exterior Walls of Buildings of Any Height (Including One-story Buildings): The walls must have an exterior wall covering complying with Sections 4.2.9.1.1, 4.2.9.1.2 or4.2.9.1.3; and an interior wall covering complying with Section 4.2.9.1.4; and must have fireblocking complying with Section 4.2.9.1.5. 4.2.9.1.1 EIFS and One -coat Stucco -Exterior Finish: One of the following EIFS or one -coat stucco lamina must be installed over the exterior of the forms using the reinforcing fabric or lath, base coat and finish coat materials described in their evaluation reports: • Dryvit Systems, Inc., Dryvit Outsualtion EIFS as described in ESR -1232. • Finestone, Finestone Pebbletex, Pebbletex-D, Quik Clad - D and lmpact-R Wall Systems as described in ER -4455. • Omega Products International Inc., Omega Diamond Wall and Diamond Wall PM Insulating Exterior Stucco Systems as described in ESR -1194. • Senergy LLC, Senerflex and Senerthick EIFS as described in ER -3850. • Sonowall Stucco Systems, Sonowall EIFS as described in ER -5678. • STO Corporation, STO Classic EIFS and STO Classic EIFS with Gold Guard as described in ESR -1748. • STO Corporation, STO Essence EIFS as described in ESR -1720. • STO Corporation, STO Essence EIFS and STO EIFS with Gold Guard as described in ESR -1748. Page 4 of 8 ESR -2092 4.2.9.1.2 Brick Veneer—Exterior Finish: Anchored brick veneer is attached to the flanges of the plastic ties with fasteners as described in Section 4.2.3.1, spaced as required in the applicable code or evaluation report. The brick veneer must comply with the applicable code and must be installed with a minimum 1 -inch (25.4 mm) air gap between the face of the extericr EPS formwork and the brick. The brick must be installed with a steel shelf angle attached to the concrete and installed at each floor line and at the top of each window and door opening. 4.2.9.1.3 Exterior Plaster—Exterior Finish: Metal lath and exterior plaster must comply with the applicable code, and the exterior plaster must be a minimum of 7/ Inch (22 mm) thick. The lath must be attached to the flange of the plastic ties with fasteners as described in Section 4.2.3.1, spaced as required in the applicable code. 4.2.9.1.4 Interior Finish: The forms must be finished on the interior in accordance with Section 4.2.2 or Section 4.2.8. 4.2.9.1.5 Fireblocking: Foam plastic on the interior must be discontinuous at floor lines. Floor -to -wall intersections must be constructed to prevent the passage of flame, smoke and hot gasses from one floor to another. See Figures 17 and 18. 4.2.9.2 Siding Options for One-story Buildings: Buildings required to be of noncombustible construction that are limited to one story in height may be clad on the exterior with either aluminum of a thickness not less that 0.019 inch (0.48 mm) or corrosion -resistant steel having a base -metal thickness of 0.0160 inch (0.41 mm). The following conditions apply: a. The siding materials are installed in strict accordance with the cladding manufacturer's recommendations and are anchored to the form system so as not to exceed load limits per fastener as specified in Table 1 of this report. b. The interior surface of the form system is clad full height with an approved thermal barrier in accordance with Section 4.2.2 of this report. c. The foam plastic on the interior is detailed such that it is discontinuous at the roof line. Note: The approved thermal barrier noted under Section 4.2.9.2 (b) may be eliminated only under all of the following conditions: a. b. c. d. The building must be equipped throughout with an automatic sprinkler system in accordance with the applicable code. The foam plastic on the interior face must be covered with aluminum of a thickness not less than 0.032 inch (0.81 mm), or corrosion -resistant steel having a base -metal thickness of not less than 0.0160 inch (0.41 mm). The interior covering must be designed to fully encapsulate the insulation such that the insulation is discontinuous at the roof line. The attachment of the metal wall covering must be designed by a registered design professional. 4.2.10 Special Inspection: 4.2.10.1 IBC: Special inspection is required, as noted in IBC Section 1704, for placement of reinforcing steel and concrete and for concrete cylinder testing. Special inspection in accordance with IBC Sections 1704.1 and 1704.12 is required when an El FS wall covering system is applied. 4.2.10.2 IRC: For walls designed in accordance with Section 4.1.2 of this report, special inspection is not required. For walls designed in accordance with the IBC, as permitted by IRC Sections R104.11 and R301.1.2, special inspection in accordance with Section 4.2.10.1 of this report is required. 4.2.10.3 UBC: Special inspection is required, as noted in UBC Section 1701, for placement of reinforcing steel and concrete and for concrete cylinder testing. When approved by the code official, special inspection may be waived when all the following conditions are met: a. Walls are a maximum of 8 feet (2.4 m) high, and are limited to use in single -story construction of Group R, Division 3, or Group U, Division 1, occupancies. b. Maximum height of a concrete pour is 48 inches (1219 mm). Succeeding lifts must be placed In accordance with UBC Section 1905.10.5. c. Installation is by installers trained by NUDURA Corporation. d. Half the allowable stresses or loads permitted by the UBC are used for design of the walls. e. Installation instructions indicate methods used to verify proper placement of concrete. 4.2.10.4 BNBC: Special inspection is required, as noted in BNBC Section 1705.4, and is to include but not be limited to: placement of reinforcing steel and placement of concrete and for concrete cylinder testing and formwork materials; installation of reinforcing steel; formwork installation; bracing; and concreting operations. 4.2.10.5 SBC: Special inspection is required, as noted in SBC Section 1707.1, and is to include, but not be limited to: placement of reinforcing steel and placement of concrete and for concrete cylinder testing and formwork materials; installation of reinforcing steel; formwork installation; bracing; and concreting operations. 5.0 CONDITIONS OF USE The NUDURA Integrated Building Technology."" Insulating Concrete Fomi (ICF) Wall System described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Form units are manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. If there is a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 Design calculations and details for specific applications must be provided to the code official in accordance with Section 4.1 of this report. 5.3 'Trte forms: must_ be._SPAM:gad from the interior of the Lidding" Gritti an approved 15 -minute thermal barrier nsta d.= .described in Section 4.2.2 of this report, except for crawl space construction as- described in ection-4,2.4_ 5.4 The forms are limited to buildings of combustible Type V -B construction under the IBC [Type 5 under the BNBC, Type VI under the SBC, Type V -N under the UBC] and construction in accordance with the IRC, except as described in Section 4.2.9 of this report. 5.5 Special inspection must be provided in accordance with Section 4.2.10 of this report. 5.6 When used as part of a fire -resistance -rated assembly, Section 4.2.8 of this report applies. 5.7 The forms are produced for NUDURA Corporation by Plasticques Cellulaires Polyform In Granby, Quebec, Canada, under a quality control program with inspections by Intertek Testing Services NA Ltd. (AA - 688). Page 5of8 ESR -2092 6.0 EVIDENCE SUBMITTED 6.1 Data In accordance with the ICC -ES Acceptance Criteria for Foam Plastic Insulation (AC12), dated June 2006, including reports of tests in accordance with ASTM C 578; reports of comparative crawl space flre tests; and a report of room comer fire tests and analysis. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for Concrete Floor, Roof and Wall Systems and Concrete Masonry Wall Systems (AC15), dated June 2003 (editorially revised March 2005). 6.3 Report on fastener withdrawal and lateral Toad tests in accordance with ASTM D 1761. 6.4 Report on testing of fire -resistance -rated wall assemblies in accordance with ASTM E 119. 7.0 IDENTIFICATION One face of each form covered by this report must be labeled with the product name (NUDURA) and the evaluation report number (ESR -2092). Each package of forms must be labeled with the company name (NUDURA Corporation), address and telephone number, manufacturing date; lot number, name of the inspection agency (lntertekTesting Services NA Ltd.); and the evaluation report number (ESR -2092). Plastic cross -ties that are shipped separatelyfrom the forms are provided in boxes that are marked with the manufacturing date and lot number. Cross -ties are molded with the word "NUDURA" to identify them as a component of the wall system. When used in buildings required to be of noncombustible construction, as described in Section 4.2.9 of this report, one label as described In this section must be visible in every 160 square feet (14.7 m2) of wall area. TABLE 1—ALLOWABLE PULLOUT AND LATERAL CAPACITIES OF SCREWS SCREW TYPE ALLOWABLE CAPACITY (pounds) Pullout Lateral No. 6 Type S fine thread screw 37 74 No. 6 Type W coarse thread screw 40 87 or SI: 1Ib=445 N. Page 6of8 ESR -2092 1 1 1 1 1 1 1 1 1 1 1 1 96' (2438mm) E E r- 'ea 8' (203mm) 17.. _ ..1 1 }._..:. .7:.1_.1' :I_..I '.1... 1. 11.{ .l 1 . i ..1 1 ..1. I (.T Y'T....ri.'•:;11.,..Z. 1 . -.:1T ' s:11-Tt;klI rt r -.in— `J FIGURE 1- STANDARD FORM UNIT 8 3;)1 I: 7?I 1:977 is _ I 8' (203mm) 2 5/8" (67mm) FIGURE 2 - 90° CORNER FORM UNIT B E E m FIGURE 3 - 45' CORNER FORM UNIT 2 5/8' (67mm) 48' (1219mm) 5/8" (15.9mm FIGURE 4 - TAPERED TOP FORM UNIT ONE SIDED 5/8' (15.9mm) 48' (1219mm) 2 5/8" (67mm) A FIGURE 5 - TAPERED TOP FORM UNIT TWO SIDED E E E E NOMINAL CONCRETE CORE DIMENSION A (IMP) DIMENSION A (MET) 4" 9114" 235mm 6" 11114' 286mm 8" 131/4 337mm 10" 15 1/4" 387mm 12" 17 1/4" 438mm STANDARD FORM UNIT NOMINAL CONCRETE CORE DIMENSION (IMP) A B C 4" 15 518" 31 518" 9 114" 6" 15 518" 31 518" 11 114" 8" 17 518" 33 518" 13 114" 10" 19 518" 35 518" 15 114' 12" 21 5/8" 37 5/8" 17 114' 12" DIMENSION (MET) A 8 C 102mm 397mm 803mm 235mm 152mm 397mm 803mm 286mm 203mm 448mm 854mm 337mm 254mm 494mm 905mm 387mm 305mm 549mm 956mm 438mm 90° CORNER FORM UNIT NOMINAL CONCRETE CORE DIMENSION (IMP) A B C 4" 10 1/2" 26 112" 9 1/4" 6" 10 112" 26 1/2" 11 114' 8' 10 112" 26 112" 13 114" 10" 12 112' 28 112" 15 114' 12" 14 112" 30 112" 17 1/4" 12" DIMENSION (MET) A B C 102mm 267mm 673mm 235mm 152mm 267mm 673mm 286mm 203mm 267mm 673mm 337mm 254mm 318mm 724mm 387mm 305mm 368mm 775mm 438mm 45° CORNER FORM UNIT NOMINAL CONCRETE CORE DIMENSION A (:MP) DIMENSION B (IMP) DIMENSION A (MET) DIMENSION B (MET) 4' 9 1/4" 6" 235mm A 102mm 6" 111.4" 8" 286mm 152mm 8' 13 114 10" 337mm 203mm 10" 151/4" 12" 387mm 254mm 12" 17114" 14" 438mm 305mm TAPERED TOP FORM UNIT NOMINAL CONCRETE CORE DIMENSION A (IMP) DIMENSION B (IMP) DIMENSION A (MET) DIMENSION B (MET) 4" ! 9 1/4" 8" 235mm 203mm 6" 11114" 10" 286mm 254mm 8" 13114 12" 337mm 305mm 10" 15 1/4" 14" 387mm 356mm 12" 17 1/4" 16" 438mm 406mm TAPERED TOP FORM UNIT Page 7 of 8 ESR -2092 4 1/2" (114mm) 5/8" (15.9mm) 96" (2438mm) nrinnr nrin. inn 2 5 8' 67mm 2' 51mm) 8' (203mm) NOMINAL CONCRETE CORE DIMENSION A (IMP) DIMENSION B (IMP) DIMENSION A (MET) DIMENSION 8 (MET) 4" 9 114" 13 314" 235mm 349mm 6" 11 1/4" 15 3/4" 286mm 400mm 8" 13 1/4 17 3/4" 337mm 451mm 10" 15 1/4" 19 3/4" 387mm 502mm 12" 17 1/4" 21 3/4" 438mm 552mm BRICK LEDGE FORM UNIT A to E E u7 FIGURE 7 - T -FORM (LONG) FORM UNIT NOMINAL CONCRETE CORE DIMENSION A (IMP) DIMENSION 8 (IMP) DIMENSION A (MET) DIMENSION 6 (MET) 4" 18" 9 1/4" 457mm A 235mm 6" 20" 11 1/4" 50Bmm 286mm 8" 22" 13 1/4" 559mm 337mm 10" 24" 15114" 610mm 387mm 12" 26" 17 1/4 660mm 438mm T -FORM (LONG) FORM UNIT 32" (813mm) Icica=la4 1/2" (114mm) 8" (203mm) \ 1 1/4" (32mm) 5/8" (15.9mm) E E FIGURE 9 - BRICK LEDGE EXTENSION 14 1/2" (368mm) 1 1_ 1' (25.4mm) FIGURE 11 - 4 WAY WEB CONNECTOR 5 N 4 1/2" (114mm) FIGURE 6 - BRICK LEDGE FORM UNIT E E • mainipm tunamin 4 3/8" (111mm) F- "---I 8" (203mm) 20 3/8' (518mm) B FIGURE 8 - T -FORM (SHORT) FORM UNIT NOMINAL CONCRETE CORE DIMENSION A (IMP) DIMENSION B (IMP) DIMENSION A (MET) DIMENSION B (MET) 4" 50" 9 1/4" 1270mm 235mm 6" 52" 11114" 1321mm 286mm 8" 54" 13 1/4" 1372mm 337mm 10" 56" 15 1/4" 1422mm 387mm 12" 58" 171/4 1473mm 438mm 5 CO T FORM (SHORT) FORM UNIT E r"- LO CCI u\7 N DIMENSION A (IMP) DIMENSION A (MET) 4" 102mm 6" 152mm 8" 203mm 10" 254mm 12" 305mm FIGURE 10 - STANDARD END CAP WITH FASTENING STRIP 32' (813mm) rtnr111:gF`. I II III 2 5/8' (67mm) 2 5/8' (67mm) 3' (76mm) 0 FIGURE 12 - HE GHT ADJUSTER WITH FASTENING STRIPS Page 8 of 8 ESR -2092 NUOORA STANDARD 6 FORM 1PAT NFb4C 1e4T AS PER MOE % /� 6,.. }► yt ^� Zi '2A BRICK VENEER 1• (/ _ -r. 1 A�) ...Amor to. /` r` --,?-1;,_. r FIGURE 13 - TYPICAL ROOF TRUSS CONNECTION DETAIL FIGURE 14 - TYPICAL FLOOR CONNECTION DETAIL WITH BRICK LEDGE Com=® NUOURA STANOMOT E' [1S2ff FLRYEi- {�� ,TAME PROOF IAJBIWIE E ciucuRA 7/STAB •R.O0Y 1 7 TELIN/4 0R 2 I/2• FPS /— (0?0o14AL} I;} NORIZACTO REINFORCDIENTAS ' -- PER CCM AS SPEC FIEO CONIM0005 PERFORACANN CR�STONE 1 CONTINUOUS CONCRETE MOM ON tno:NSTURFCD ROIR▪ 6tlCE1EN1 AS PER CCOE OR AS MOT(0) NOTE: FOR CRAWL SPACES IHERUAL RMIGER IMT DE ELRe14Tm SUILIECT TO SEC101 4.2.4 OF no REPORT FIGURE 15 - STANDARD STRIP FOOTING (INSULATION OPTIONAL) NUN-cou41104 E Fra M511lAIION FILL I.3 (13434 N) IW000FLAS/6 BIC 1Da1NTN 0 MT N1IRIRA SWAMP 4- FORT IPFTT ,_ OITOTO11 14014 AS —.- SPECII F7iZr1 LAC. OF POLAR GYPSUM eOWD F11IS/E0/FIRC STOP CAVILED O JOISTS AS PFA COPE Lir PL1W000 nASlsia As sPeralm • WOO CANT RDOFYIO AND INsuulidl A As MO= LJ flllllll! Z RooF DECII OPISI 1f1 Nuo4RA STANDARD 6• FORM uNII - I FIGURE 16 - TYPICAL FLAT ROOF CONNECTION DETAIL NId*A STANDAip C FORM ALL RERUEE ADd AWL B .40440 CURING SLAB POUR ANS= AS SPEC'O DOWELS TO w1ON VERT Nprw CEUIDO — !/n POURS EITERIAi FNISN As PER COOEoR AS sPEercorED INTERIOR NSIRAT TI2ON ROOFAT PER SECTION 11214 OF ICC -ES AC -12 OTPSINA 60ARO FINRFIED/PIE STOP GUAM • JOISTS AS PER CODE COMPOSOE STECL OEM -SLAB AS PER /— (MK, -•-- i._ -- / �5 INTERIOR MAUDE*4 TO SLE DI1CONINIIOUSFLOOR 1.103 AS Pril AT SECTS3 312-24 OF ICC -ITS AC 12 }• (15.nm} CTPSOM ORO FIGURE 17 - INTERMED ATE FLOOR LOAD BEARING COMPOSITE DECK FIGURE 18 -INTERMEDIATE FLOOR CONNECTION LOAD BEARING HOLLOW CORE / STRUCTURAL SLAB