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Report 073 st,ti i3o 1,4v Section 506 4 fp.Q0c25—be) 2. 0 6 ® 4* AREA MODIFICATIONS • CALCULATIONS WORKSHEET �® � � (For use with the Oregon Structural Specialty Code.) • �'� �GpS� "ENABLE MACROS" Function must be used. IMPOR 1rt� N� \ You only need to fill in the boxes that are shaded yellow. All other fields are automaticE �� N generated or calculated. r Check here if the building has an automatic fire sprinkler system. (If not checked, skip Step 2, and go to Step 3 below.) 2 If the building has an automatic fire sprinkler system, select the command button to the right to enter the figure for the number of stories in the I formula below. . 3 Enter the Occupancy Group * Group No hyphens, no spaces, no punctuation, and no super or subscript. Examples: A -3 is A3, R -3 is R3, S -2 is S2 A :l 9,500.001 4 Enter the Type of Construction Type l ; ;:° a�`.3.t > ° ) Use regular numbers for "Type" and use A or B, no spaces. Examples: Type I -A is 1A, Type III-13 is 3B, Type IV -HT is 4HT 5 Enter the Number of Stories Stories pia 2'`A,..,, Area increase due to sprinkler protection (percent) as calculated in accordance 4 4 with Section 506.3. 200.00 * Be sure to check Enter Building Perimeter which Fronts on a Public ti : ;° `.r *.;`' ;4' OSSC Table 503 F Way or Open Space 20 Feet 6 en S ace having 6 (096 mm) Open Minimum Width (feet). Section 506.2 M, „ 0 F: ��:� ; ~���...,��,rr473�Q0 7 Enter the Perimeter of Entire Building (feet). P: "r == 63200`.1 Enter Width of Public Way or Open Space (feet) in ;le 8 06.2.1. t Accordance with Section 5 x > :,_ W:'£ Your Allowable Area per Floor (square feet). A 31,656.85 I Your Area Increase due to Frontage (percent) as Calculated in Accordance with Section 506.2. I 33.23 Your Maximum Area of Building. Ab:I 63,313.701 A = Allowable area per floor (square feet). A Tabular area per floor in accordance with Table 503 (square feet). I = Area increase due to frontage (percent) as calculated in accordance with Section 506.2. I = Are increase due to sprinkler protection (percent as calculated in accordance with Section 506.3. F = Building perimeter which fronts on a public way or open space having 20 feet (6096 mm) open minimum width (feet). P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.2.1. Ab = Maximm area of building. Section 506 AREA MODIFICATIONS CALCULATIONS WORKSHEET (For use with the Oregon Structural Specialty Code.) "ENABLE MACROS" Function must be used. IMPORTANT NOTE: You only need to fill in the boxes that are shaded yellow. All other fields are automatics generated or calculated. r Check here if the building has an automatic fire sprinkler system. (If not checked, skip Step 2, and go to Step 3 below.) 2 If the building has an automatic fire sprinkler system, select the command button to the right to enter the figure for the number of stories in the I formula below. * * + 3 Enter the Occupancy Group * Group lr No hyphens, no spaces, no punctuation, and no super or subscript. Examples: A -3 is A3, R -3 is R3, S -2 is S2 A 14,500.001 4 Enter the Type of Construction Typel,;s`31Y`fua ;' 'I Use regular numbers for "Type" and use A or B, no spaces. Examples: Type I -A is 1A, Type III -B is 3B, Type IV -HT is 4HT 5 Enter the Number of Stories Stori Area increase due to sprinkler protection (percent) as calculated in accordance .4 4 with Section 506.3. 200.00 * Enter Building Perimeter which Fronts on a Public r`.;`~ ' Be sure to check 6 Way or Open Space having 20 Feet (6096 mm) Open OSSC Table 503 F Minimum Width (feet). Section 506.2 _ , b ' 4- F: .. "_': x ` 473 00 7 Enter the Perimeter of Entire Buildin (feet). P: I! 4 _ 1632100 Enter W idth of Public Way or Open Space (feet) in Accordance with Section 506.2.1. W: Your Allowable Area per Floor (square feet). A 48,318.35 Your Area Increase due to Frontage (percent) as Calculated in Accordance with Section 506.2. I 33.23 Your Maximum Area of Building. Ab: 96,636.70 A = Allowable area per floor (square feet). A = Tabular area per floor in accordance with Table 503 (square feet). I = Area increase due to frontage (percent) as calculated in accordance with Section 506.2. I = Are increase due to sprinkler protection (percent as calculated in accordance with Section 506.3. F = Building perimeter which fronts on a public way or open space having 20 feet (6096 mm) open minimum width (feet). P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.2.1. A = Maximm area of building. F-S R ESR -1182 Issued June 1, 2005 This report is subject to re- examination in one year. Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 ICC Evaluation Service, Inc. WWW. @S.OI' Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599-9800 g Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 DIVISION: 03—CONCRETE 3.2 Material: Section: 03130 — Permanent Forms 3.2.1 ECO -Block Standard Forms: The EPS panels of the ECO -Block Standard forms are 16 inches (406 mm) high, 48 REPORT HOLDER: inches (1219 mm) long and 2.5 inches (63.5 mm) thick. The panels are manufactured by injecting and expanding EGO- BLOCK, LLC polystyrene beads in molds, as described in the approved 11220 GRADER STREET, SUITE 700 quality control manual. The resulting expanded polystyrene DALLAS, TEXAS 75238 foam plastic complies with ASTM C 578 -01 as Type II. The (800) 595 -0820 polystyrene has a flame - spread index of 25 or less and a www.eco- block.com smoke - developed index of 450 or less at a 1.5 pcf (24 kg /m density. Plastic webs embedded, in the EPS panels are EVALUATION SUBJECT: spaced at 8 inches (203 mm) on center and recessed 1 / 4 inch (6.4 mm) from the EPS panel surface. The plastic connectors, ECO -BLOCK INSULATED CONCRETE FORMS (ICFs) of one of four different , lengths, connect. the webs of two panels to form 4- inch -, 6- inch -, 8 -inch- or 10- inch -thick (102 1.0 EVALUATION SCOPE mm, 152_mm, 203 mm .or 254 mm) concrete walls. Splice connectors are used to join the connectors to form '12 -inch- Compliance with the following codes: to 24- inch -thick (305 mm to 610 mm) concrete walls. The • 2003 International Building Code (IBC) webs, connectors and splice connectors are high- density polypropylene, a Class CC2 approved plastic, manufactured • 2003 International Residential Code (IRC) by Fourmark Manufacturing. The form units have a preformed interlocking mechanism on their top and bottom edges, to • 1997 Uniform Building Coders' (UBC) facilitate stacking. In addition to standard forms, 45- degree • BOCA National Building Code /1999 (BNBC) angle forms, 90- degree angle corner forms and ledge blocks are also available. See Figure 1 of this report for descriptions • 1999 Standard Building Code (SBC) of the forms. Properties evaluated: The 45- degree angle forms and 90- degree angle corner forms are used to construct wall intersections. The ledge • Structural blocks are used to construct concrete corbels that serve as • Surface burning characteristics ledges, for supporting exterior brick veneers and interior floor - — construction -- • Crawl space fire evaluation 3.2.2 ECO -Block Commercial Forms: ECO -Block • Fire resistance Commercial Forms are similarto ECO -Block Standard Forms, except EPS panels measure 24 inches (610 mm) high, 48 • Noncombustibility _ _ -- inches (1219 mm) long, and 2 inches (51 mm) thick, and the 2.0 USES EPS used complies with ASTM C 578 -01 as Type II, with a density of 1.7 pcf (27.2 kg /m ECO -Block insulated concrete forms (ICFs) are used as stay- 3.2.3 Concrete: Concrete shall be normal- weight concrete, in -place formwork for structural concrete, load- bearing and complying with the applicable code, having a maximum nonload- bearing, below -grade and above -grade walls. The aggregate size of 3/4, inch (19 mm) and a minimum forms are used in construction of plain and reinforced compressive strength of 2,500 psi (17 MPa) at 28 days, concrete beams, lintels, exterior and interior walls, and except as noted in Section 4.9 of this report for fire - foundation and retaining walls. The forms remain in place resistance -rated construction. Under the IRC, concrete shall after placement and curing of concrete and shall be covered comply with IRC Sections R404.4 and R611.6.1; under the with approved interior and exterior finish material. For use in SBC, concrete shall comply with SBC Section 1916.6.1. buildings of Types I, II, Ill and IV (noncombustible) construction, installation shall be in accordance with Section 3.2.4 Reinforcement: Walls shall be reinforced with 4.10 of this report. deformed steel bars, having a minimum yield stress of either 40 ksi (275MPa) or 60 ksi (413MPa), depending on the 3.0 DESCRIPTION structural design. The deformed steel bars shall comply with 3.1 General: Section 3.5.3.1 of ACI 318 -02 (IBC), UBC Section 1903.5, Section 3.5.3.1 of ACI 318 -95 (BNBC) or SBC Section ECO -Block ICFs consist of expanded polystyrene (EPS) foam 1916.6.2, as applicable. If construction is based on the IRC, plastic panels and plastic webs. These forms are classified as reinforcement shall comply with IRC Sections R404.4.6 and a flat ICF wall system in accordance with IRC Section R611.3. R611.6.2. REPORTS are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any ANSI finding or other matter in this report, or as to any product covered by the report. Met keellalhop. r.wahuheaecvm Page 1 of 8 Copyright © 2005 • Page 2 of 8 ESR -1182 3.2.5 Other: Wood members in contact with concrete for shall be cast in place, with the bolts sized and spaced as plates of window and door framing shall be treated with an required by design and the applicable code. approved wood preservative in accordance with the applicable code, and attached with hot- dipped galvanized 4.3 Interior Finish: steel fasteners complying with IBC Section 2304.9.5, IRC Form units exposed to the building interior shall be finished Section R319.3, UBC Section 2304.3, BNBC Section with an approved 15- minute thermal barrier, such as 2311.3.3, or SBC Section 2306.3, as applicable. minimum 1 / 2 -inch- thick (12.7 mm) gypsum wallboard 4.0 DESIGN AND INSTALLATION complying with ASTM C 36, placed with the long side vertical. The wallboard shall be attached to the plastic webs of the 4.1 Design: form units with minimum 1 (38 mm), No. 6, 4.1.1 IBC, UBC or BNBC Method: Concrete walls formed coarse- thread, gypsum wallboard screws, spaced 16 inches by the ECO -Block and ECO -Block commercial forms shall be (406 mm) on center horizontally and vertically in the field, and designed and constructed in accordance with IBC, UBC or 8 inches (203 mm) on center along wallboard edges. The BNBC Chapters 16 and 19, as applicable. Footings and screws shall penetrate through the web 1 / 4 inch (6.4 mm). Gypsum wallboard joints shall be taped and filled with joint foundations shall be designed and constructed in accordance compound. See Section 4.7 of this report for installation with IBC, UBC or BNBC Chapter 18, as applicable. details when used as walls of crawl spaces without a covering 4.1.2 Alternative UBC Design Method: For walls limited to on the interior face. a maximum of two stories plus a basement, and a maximum 4.4 Exterior Finish: unsupported wall span of 10 feet (3048 mm), walls may be designed in accordance with Publication No. EB118, 4.4.1 Above Grade: When regulated by the IBC, BNBC, Prescriptive Method for Insulating Concrete Forms in SBC or UBC, the ECO -Block ICF wall system shall be Residential Construction, dated May 1998, published by the covered on the exterior with an approved wall covering in Portland Cement Association, subject to all applicability limits accordance with the applicable code or a current evaluation in Table 1.1 of that document. report. When regulated by the IRC, the ECO -Block ICF wall 4.1.3 IRC or SBC Method: Insulated concrete walls formed system shall be covered on the exterior with a Weather by ECO -Block Standard or Commercial Forms comply with resistant sheathing paper, in accordance with IRC Sections IRC Figure R611.3 and SBC Figure 1916.3 as flat insulating R703.1 and R703.2, and with an approved wall covering in concrete wall forms. Wall design, construction and materials accordance with the IRC or a current evaluation report. The shall comply with IRC Sections R404.4 and R611, or with approved exterior wall covering shall be attached to the plastic webs with No. 6, coarse - thread, gypsum wallboard SBC Sections 1804.6.2 and 1916, as applicable, for flat insulating concrete form wall systems. screws, No. 8, fine- thread, gypsum wallboard screws, No. 10 wood screws, or No. 16 gage staples with a 1 / 2 -inch (12.7 When the ECO -Block Standard or Commercial Forms are mm) crown width. The fasteners shall be corrosion- resistant used to construct buildings that do not conform to the and have sufficient length to penetrate through the web flange applicability limits of IRC Sections ,R404.4.1 and R611.2 or at least 1 /, inch (6 mm). Fasteners have allowable withdrawal SBC Sections 1916.2 and 1804.6.2.1, the structural analysis and lateral capacities as shown in Table 2 of this report. The and design of the concrete shall be in accordance with ACI maximum fastener spacing shall be designed to support the __._, 318 and Chapter 19 of the IIBC,_BNBC,_SBC_orUB.C,_as gravity_loads:of_the_wall. cover ing .and.resist -the.negative_wind - . ... applicable. - pressures. The negative wind pressure - capacity of the 4.2 Installation: exterior finish material shall be the same as that recognized in the. applicable code for generic materials, or that The ICFs and resulting concrete walls shall be supported on recognized in a current evaluation report for proprietary concrete footings complying with IBC or UBC Chapters 18 materials. and 19, IRC Chapter 4, or BNBC or SBC Chapter 18, as 4.4.2 Below Grade: Materials used to damp -proof applicable. The ICFs shall be assembled by connecting two basement walls shall be specified by ECO-Block, LLC, and side panels with connectors of the appropriate length, to form shall comply with the applicable code or a current evaluation the required wall thickness. Placement of the form units shall report, and shall be compatible with the foam plastic units. begin at a corner and proceed around the building perimeter. Applicable damp - proofing and waterproofing requirements The amount, placement and spacing of reinforcing required are in IBC Section 1807, IRC Section R406, UBC Appendix shall be determined for each project, based on the approved Chapter 18, BNBC Section 1813.0 and SBC Section 1814. plans and the applicable code. Vertical rebars embedded in Compliance is required with drainage requirements in IBC the footing shall extend into the base of the wall system the Section 1807.4, IRC Section R405.1, UBC Section 1804.7, minimum development length necessary for compliance with BNBC Section 1813.5 or SBC Section 1814. No Section backfill shall Chapter 12 of ACI 318-02 (IBC and IRC), UBC Section 1912, be permitted to be applied against the wall until the complete or Chapter 12 of ACI 318 -95 (BNBC and SBC). Additional floor system is in place, unless the wall is designed as a reinforcement around doors and windows shall be described freestanding wall that does not rely on the floor system for in the approved plans. Concrete quality , mixing and structural support. placement shall comply with IBC Section 1905, IRC Section R611.6.1, UBC Section 1905, Chapter 5 of ACI 318 -95 4.5 Foundation Walls: (BNBC) or SBC Section 1916.6.1, as applicable. Window and door openings shall be built into the form units, with wood or The ECO -Block ICF system is permitted to be used as a polyvinyl chloride plastic frames of the same dimensions as foundation stem wall when supporting wood - framed or the "rough stud opening" specified by the window or door concrete construction and when the structure is supported on manufacturer, prior to the placement of the concrete. Wood concrete footings complying with the applicable code. Design ledgers shall be attached to the concrete wall by removing the and installation of the ECO -Block ICF System as foundation face shell of the form units, with the height of the removed stem walls shall comply with IBC Section 1805.5, IRC Section portion being equal to the depth of the wood ledger. Wood R404.4, BNBC Section 1812.0 or SBC Section 1804.6.2, as plates shall be anchored to the top of the wall. Anchor bolts applicable. In jurisdictions adopting the UBC, compliance with used to connect the wood ledgers or plates to the concrete UBC Table 18 -I -C is required. • Page 3 of 8 ESR -1182 4.6 Retaining Walls: a. Interior Finish: The EPS foam plastic insulation shall be The ECO-Block ICF system is permitted to be used as a separated from the building interior with an approved 15- retaining wall with reinforcement designed in accordance with minute thermal barrier, such as minimum / accepted engineering principles and Section 4.1 of this report. in Section mm) 4.3 of his report. rt. Other installed thermal barriers as specified in Section 4.3 of this report. Other thermal barriers shall 4.7 Crawl Space Installations: be acceptable, provided they are recognized as equivalent to minimum 1 / 2 -inch-thick (12.7 mm) regular The ECO -Block ICF system is permitted to be used as walls gypsum wallboard, and applied in accordance with a of crawl spaces without a covering applied to the crawl space current evaluation report. side of the foam plastic, provided all the following conditions are met: b. Exterior Wall Covering: The exterior surface of the ECO- Block ICFs shall be covered with the Senergy Senerflex 1. Entry to the crawl space is only to service utilities, and no Wall System EIFS as described in Section 2.1.4 of ER- heat- producing appliances are permitted. 3850. 2. There are no interconnected basement areas. c. Fireblocking: For applications on buildings of any height, 3. Air in the crawl space is not circulated to other parts of the floor -to -wall intersections shall be fireblocked in building. accordance with the applicable code to prevent the 4. Underfloor ventilation is provided that complies with IBC passage of flame, smoke and hot gases from one story to Section 1203.3, IRC Section R408, UBC Section 2306.7, another. The foam plastic insulation on the interior side of BNBC Section 1210.2 or SBC Section 1804.6.3.1. the exterior walls and on both sides of interior walls shall not be continuous from one story to another. See Figure 4.8 Protection Against Termites: 2 of this report for typical details. In jurisdictions that have adopted the IRC or SBC, where the 4.11 Special Inspection: probability of termite infestation is defined as "very heavy" by 4.11.1 IBC: Special inspection is required as noted in IBC the code official, the foam plastic shall be installed in accordance with Section R320.4 of the IRC or Sections Section 1704'for placement of reinforcing steel and concrete, 1916.7.5 and 2603.3 of the SBC, as applicable. Areas of very and for concrete cylinder testing. heavy termite infestation shall be determined in accordance Special inspections in accordance with IBC Sections 1704.1 with Figure R301.2(6) of the IRC and Figure 2304.1.4 of the and 1704.12 are required when the EIFS wall covering SBC, as applicable. system is applied. Duties of the special inspector include 4.9 Fire - resistance -rated Construction: verifying field preparation of materials, expiration dates, installation of components, curing of components, installation ECO -Block Standard Forms can be used to construct fire - of joints and sealants. resistance -rated wall assemblies as follows: 4.11.2 IRC: For walls constructed in accordance with Section CONCRETE THICKNESS FIRE - RESISTANCE RATING 4.1.3 of this report, special inspection is not required. For (inches) (hours) walls designed in accordance with the IBC, as permitted by 4 2 IRC Sections R104.11 and R301.1.2, special inspection in 6 _ _ 4 accordancewithSection 4.11.1 of this report_is_required. 8 4 4.11.3 UBC: Special inspection is required as noted in UBC For SI: 1 inch = 25.4 mm. Section 1701 for placement of reinforcing steel and concrete, The normal - weight concrete shall have carbonate and for concrete cylinder testing. When approved by the code aggregate and a minimum 28 -day compressive strength of official, special inspection may be waived when all of the 3,500 psi (24.1 MPa). The minimum reinforcement shall be following conditions are met: No. 5 reinforcing bars. The bars placed vertically shall be in 1. Walls are a maximum of 8 feet (2.4 m) high, and are the center of the wall, and spaced 12 inches (305 mm) on limited to use in single -story construction of Group R, center. The bars placed horizontally shall be spaced 16 Division 3, or Group U, Division 1, Occupancies. inches (406 mm) on center, and shall be staggered on either side of the vertical bars, from row to row. The maximum axial 2. Maximum height of a concrete deposit is 48 inches (1219 compression load shall be 7 percent of the load determined mm). Succeeding deposits must be placed in accordance in accordance with Chapter 19 of the IBC, UBC, BNBC or with UBC Section 1905.10.5. SBC, as 'applicable. 3. Installation is by installers approved by ECO- Block, LLC. 4.10 Types I, II, Ill and IV Construction (IBC), and 4. Half the allowable stresses or loads permitted by the UBC Noncombustible Construction (UBC, BNBC and SBC): are used for the design of the walls. 4.10.1 General: For use as exterior walls of Types I, II, Ill and 5. Installation instructions indicate methods used to verify IV construction under the IBC, or as walls required to be of proper placement of concrete. noncombustible construction under the UBC, BNBC or SBC. 4.11.4 BNBC: Special inspection is required as noted in installation shall be in accordance with Section 4.10.2 of this report. The assemblies described in Section 4.10.2 of this BNBC Section 1705.4, and is to include, but not be limited to: report comply with IBC Section 1406.2.1.1. concrete, reinforcing steel arid formwork materials, installation of reinforcing steel, formwork installation, bracing, and 4.10.2 Installation in Buildings Required to Be of Types I, concreting operations. II, III and IV Construction (IBC) and Noncombustible Construction (UBC, BNBC and SBC): Exterior walls 4.11.5 SBC: Special inspection is required as noted in SBC constructed with ECO -Block ICFs are permitted to be used in Section 1707.1, and is to include, but not be limited to: buildings required to be Types I, II, III and IV construction concrete, reinforcing steel and formwork materials, installation (IBC) and noncombustible construction (UBC, BNBC and of reinforcing steel, formwork installation, bracing, and concreting operations. SBC), provided the applicable conditions cited below are met: Page 4 of 8 ESR -1182 5.0 CONDITIONS OF USE 5.8 Special inspection shall be provided in accordance with The ECO -Block Insulated Concrete Forms (ICFs) described Section 4.11 of this report. in this report comply with, or are suitable alternatives to what 5.9 Form units are manufactured by the manufacturers is specified in, those codes listed in Section 1.0 of this report, noted in Table 1 of this report, under a quality control subject to the following conditions: program with inspections conducted by Intertek Testing 5.1 Form units are manufactured, identified and installed in Services NA, Inc. (AA 688). accordance with this report and ECO- Block's published 6.0 EVIDENCE SUBMITTED installation instructions. If there is a conflict between the manufacturer's published installation instructions and 6.1 Data in accordance with the ICC-ES Acceptance this report, this report shall govern. Criteria for Foam Plastic Insulation (AC12), dated February 2005, including data in accordance with 5.2 Form units shall be separated from the building interior Section 3.3.2.2; reports of tests in accordance with with an approved 15- minute thermal barrier, except for ASTM C 578; reports of comparative crawl space fire crawl space construction as described in Section 4.7 of tests; and a report of a room corner fire test in this report. accordance with UBC Standard 26 -3. 5.3 When use is as part of a fire- resistance -rated assembly, 6.2 Data in accordance with the ICC -ES Acceptance Section 4.9 of this report shall apply. Criteria for Concrete and Concrete Masonry Wall 5.4 Except as described in Section 4.10 of this report, Systems (AC15), dated June 2003. concrete walls formed by the units are limited to 6.3 Reports of fire- resistance tests in accordance with combustible construction as defined in Chapter 6 of the ASTM E 119. IBC, BNBC, SBC or UBC, as applicable, and to construction in accordance with the IRC. 6.4 Reports of fastener withdrawal and lateral load tests. 5.5 When use is in buildings required to be of 6.5 Manufacturer's published installation instructions. noncombustible construction, as described in Section 6.6 Quality control manuals. 4.10 of this report, one label as described in Section 7.0 of this report shall be visible in every 160 square feet 7.0 IDENTIFICATION (14.7 m of wall area. Both faces of each ICF shall be labeled with the product 5.6 When required by the code official, calculations showing name (ECO -Block Standard or ECO -Block Commercial); the compliance with the general design requirements of ECO- Block, LLC, name, address and telephone number; the Chapter 16 of the IBC, BNBC or UBC shall be submitted evaluation report number (ESR- 1182); the manufacturing to the code official for approval, except calculations are date; the lot number; the manufacturing location number (see not required when the building design is based on Table 1 of this report); and the name of the inspection agency Section 4.1.2 or Section 4.1.3 of this report. The (Intertek Testing Services NA, Inc.). See Table 1 of this report calculations and details shall be prepared by a for manufacturer location number and recognized product registered design professional where required by the name(s). statutes of the jurisdiction in which the project is to be _ _ P_lastic_ web - connectors, and _splice. connectors _are_provided constructed: - _ in boxes that - are "marked with the- connector- manufacturing 5.7 Concrete quality, mixing and placement shall comply date and lot number. Also, web connectors and splice with IBC Section 1905, IRC Section R611.6.1, UBC connectors are molded with the word "ECO ". Section 1905, Chapter 5 of ACI 318 -95 (BNBC) or SBC Section 1916.6.1, as applicable. • Page 5 of 8 ESR -1182 TABLE 1 —ICF PRODUCT AND MANUFACTURER INFORMATION ICF MANUFACTURER MANUFACTURER'S MANUFACTURING CONTACT TITLE PHONE FAX PRODUCT ADDRESS LOCATION NO. NAME Standard 4001 Kaw Street James Commercial Contour Products, Inc. Kansas City, Kansas 66102 66102 Jaramillo QC Representative 913 - 321 -4114 913 - 321 -8063 Standard 17 Douglas Street Wayne Life Like Products 30161 QC Manager 706 - 235 -5832 706 - 235-0494 Commercial Rome, Georgia 30161 Helton - Standard Life Like Products 1600 West Highway 287 75165 David QC Manager 972 - 937 -6512 972 - 384 -9430 Waxahachie, Texas 75165 Talley Standard 2990 W. Directors Row Zach Marko Foam Products 84104 QC Representative 801 -872 -1354 801 - 972 -9463 Commercial Salt Lake City, Utah 84104 Jone Standard 150, 5e Boulevard Danny p Polymos, Inc. Terrasse Vaudreuil 57856 QC Representative 514 -453 -1920 514 - 453-0295 Commercial Quebec, Canada J7V 5M3 Rte Standard SCA North Am Rockdale Boulevard America 1830 Rkdale Industrial B Brian Packaging Division - Conyers, Georgia 30012 30012 Strong QA Manager 770-929-3800 770-760-7725 - Standard SCA North America 109 Lynch Street 53954 Josh Short QA Manager 608-429 -2104 608 -429 -2821 Packaging Division Pardeeville, Wisconsin 53954 TABLE 2— ALLOWABLE WITHDRAWAL AND LATERAL CAPACITIES OF FASTENERS IN PLASTIC WEB FLANGES' FASTENER ALLOWABLE CAPACITY (pounds) - Lateral Withdrawal No. 6, coarse - thread gypsum wallboard screw 50 31 No. 8, fine- thread gypsum wallboard screw 97 34 No. 10 wood screw 112 40 No. 16 gage staple ( crown width) 24 7 For SI: 1 pound = 4.45 N; 1 inch = 25.4 mm. 'Fasteners shall be corrosion- resistant and have sufficient length to penetrate through the web flange at least 1 / 4 inch (6 mm). • Page 6 of 8 ESR-1182 Standard System ii Ill k ' h rk 1 ....4 . - a". .....1 WCO 'T LOCATIONS *---- i tr—T—V---1-4 )1111111#11. I 1: I I r 1 , L... V CONtiteCTOR I atom CONFIGUPY0 MR 1SAit5" . t- 0.c mere cecows oeraur Uertit COURSt5 ■ 4 wattocAncres ii. III i' ' V 41111/ ii*-1 r -li. %CS I' LocAncfas 11111 . -f.t.._i 111 1111 11 ; 11 1 1 ■ ,11111, 1 . COMPlerCial SySteln subc;& cot4rvsyszo roft ratsrccunc r .,.. .., 1 1 ir 1 43 .-.T-4*--1 T: ,________,, _______:.-_,, . ,...COMPCTCR 1 lt0' 1 i — . . ?ARV 6 I' 0..C. =nit orcoves evicAls . k , HI .1. =ATMS lik 24 11 _ , 111 111111 I ...._._..- II 24 e 11; , . . . 1._:-._..7....1 i . .. -- --- [L 1- For SI: 1 inch = 25.4 mm. FIGURE 1—ECO-BLOCK DESCRIPTIONS • Page 7 of 8 ESR -1182 A SPLICE. CONNECTOR • 4" CONNECTOR G" CONNECTOR 1r, = 1 'i 8" CONNECTOR I 10" CONNECTOR f 4" 8" JOINED BY SPLICE CONNECTOR ri E b , , r,-- , is • r . , - t i 1 I 1 - 4?` —; ► - i0 =_ i — .---- '! '' �4 - — y — !'' I • ,I I. I., s. — 2411 i - , : S 1 i" i t i - • 1.: � 1 .[^II I I . I .6 :., ,. „ ,!,:, i , : i 1. ,., , i , I., i --, — uri- , 1 Lt .... , i :s r ,.. I ice_ ,.._ S TANDARD wEB COMMERCIAL WEB For SI: 1 inch = 25.4 mm. FIGURE 1 —ECO -BLOCK DESCRIPTIONS (Continued) • Page 8 of 8 ESR -1182 .; . PLASTIC CONNECTOR. VERTICAL REINFORCING STEEL '• PLACED IN BETWEEN HORIZONTAL REINFORCING STEEL AS SPECIFIED. REINFORCED CONCRETE CORE '- - iNTEROR FINISH EXTERIOR CLADDING AS SPECIFIED • CONCRETE SLAB AS SPECIFIED • • • F2 rdirAr. - i4/ /I'sBAIVA•////r/s0A .r l� // //i ®/ao////// % / //s/ �!r REINFOR DOWELS • • • . Y. AS'SPECIPED MINIMUM BEARING ON-CONCRETE • AS SPECIFIED :': fit• i • •ORI2O14TAL- REINFORCIN 'STEEL, PLACED IN, P ASTiG STIRRUPS, ALTERNATIVELY INSIDE AND OUTSIDE'OF`WA4 AS SPECIFIED • FIGURE 2— TYPICAL WALL -TO -FLOOR INTERSECTION FOR TYPES I, II, III AND IV CONSTRUCTION (IBC), AND NONCOMBUSTIBLE CONSTRUCTION (UBC, BNBC AND SBC)