CONSTRUCTION MANUAL - Sheathing . MANUAL . 2010 . 3255 Symmes Rd. Phone: ... WD‐1 Perspective of...
Transcript of CONSTRUCTION MANUAL - Sheathing . MANUAL . 2010 . 3255 Symmes Rd. Phone: ... WD‐1 Perspective of...
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3255 Symmes Road
Hamilton, Ohio 45015
Phone: 800-544-7398
Fax: 513-870-9606
E-Mail: [email protected]
Www.tclear.com
CONSTRUCTION
MANUAL
2010
3255 Symmes Rd.
Hamilton, Ohio 45015
Phone: 800-544-7398
Fax: 513-870-9606
E-mail: [email protected]
www.tclear.com
CONSTRUCTION
MANUAL
2013
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6/27/2013 ProTECCSIPSConstructionManualContents
TableofContents62713Page1of3
Detail# DescriptionCodeListingReport
GeneralInformation,Recommendations&InstructionsSuggestedToolRequirementsAssemblyInstructionsBuildingAHouseStoryBoard
FOUNDATION&SILLDETAILSFS1 SillTrackAttachemnttoFloorWedgeBolt&screworNailFS1A AlternateMethodSillTrackAttachmenttoFoundationCastinPlaceboltFS1B PaneltoSillTracktoFloorWedgeBolt&DualThreadedScrewFS2 SillTracktoFoundationwithHardCoatStuccoorElastomericFinishFS2S SillTracktoFoundationwithHardCoatStuccoorElastomericFinish&FlashingFS3 SillTracktoFoundationWithThinBrickLedgeFS3A SillTrack/WedgeBolt/FullBrick&LedgeFS4 FoundationWall&SillwithRimJoistFS5 FoundationWall&SillInterfacesFS6 FoundationWall&SillwithFloatingFloorSlabFS7 FoundationWall&SillwithThinBrick&RimJoistFS8 FoundationWall&SillwithEngineeredLumberFloorJoistsFS8A AlternateDesignsforFS4andFS8FS9 PerspectiveSillChannelInstallationatCorner
EXTERIORWALL&ROOFCONNECTIONSPA1 PanelAssemblyusingDualThreadScrew&FomoAdhesivePerspectiveRJC1 PerpectiveTopChannelatCornerRJC1A PerspectiveTopChannelSplicealongWallRJC2 ExteriorWall&RoofTruss/JoistConnectionUSPHC520ClipRJC2A ExteriorWall&RoofTruss/JoistConnectionPerspectiveDrawingUSPHC520ClipRJC3 ExteriorWall&RoofTruss/JoistConnectionSectionDrawingSimpsonH1orS/H1RJC3A ExteriorWall&RoofTruss/JoistConnectionPerspectiveDrawingSimpsonH1&SH1RJC4 ExteriorWall&RoofTruss/JoistConnectionAngleClipRJC4A ExteriorWall&RoofTruss/JoistConnectionAngleClipPerspectiveRJC5 ExteriorWall&MetalRoofTrussConnectionRJC6 ExteriorWall&Metal"C"ChannelRoofConnectionPerspectiveAngleClipRJC7 ExteriorWall&Metal"C"ChannelRoofConnectionPerspectiveSimpsonH1orSH1ClipRJC7A ExteriorWall&Metal"C"ChannelRoofConnectionPerspectiveUSPHC520ClipRJC8 AlternativeExteriorWall&RoofConnection/WoodTopPlateInsertRJC8A AlternativeExteriorWall&RoofConnection/WoodTopPlateInsertUtilACreteFillersRJC9RJC9A ElevationConnectionGableEndJoisttoWallPanelSimpsonH2.5orS/H2.5ClipRJC9B PerspectiveWoodGableEndJoisttoWallPanelTwistedStrapClip
WALL&CORNERDETAILSBC1 6.5"PanelButtCornerDetailBC1A 4.5"PanelButtCornerDetailBC2 6.5"PanelButtCornerDetailPerspectiveBC2A 4.5"PanelButtCornerDetailPerspectiveWC1 4.5"45HorizontalSectionCornerDetailWC2 4.5"45PerspectiveAssembledCornerWC3 4.5"or6.5"HorizontalSectionPaneltoPanelAssemblyDetailWC4 HorizontalSectionforPerpendicularWallAssembly(Exterior&Interior)WC5 HorizontalSectionforPerpendicularWallAssembly(Exterior&Interior)(Nails&/orScrews)WC6 HorizontalSection/PerpendicularAssemblyBetweenPanelJoints
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TableofContents70113Page2of3
WC7 ExteriorWallSectionMultiStoryPlatformFramingWC7A ExteriorWallSectionMultiStoryPlatformFramingAlternativeMethod#1WC7B ExteriorWallSectionMultiStoryPlatformFramingAlternativeMethod#2WC7BS ExteriorWallSectionMultiStoryPlatformFramingAlternativeMethod#3EIFSApplicationWC7C ExteriorWallAlternativesforWC7,WC7A,andWC7BWC7D ExteriorWallMultiStoryPlatformFramingwithRimJoistDetailWC7E ExteriorWallMultiStoryPlatformFramingwithRimJoist&SubfloorDetailWC7S ExteriorWallSectionMultiStoryPlatformFramingWithEIFSSystemWC8 TypicalOneStoryWallSectionWC9 TypicalElectricalWireChaseLocationinWallPanelsWC10 WoodenWindow/DoorHeaderDetailsWC11 SteelWindow/DoorHeaderDetailsWC12 JackStudCornerDetail
POSTTOPANELASSEMBLYDETAILSP2PA1 PosttoPanelAttachmentP2PA2 PosttoPanelAttachment2StoryConstructionP2PA3 PostAttachmentatCornerPanelPlanViewP2PA3A PostAttachmentatCornerPanelElevationLBA1 BandBoardAttachmenttoFaceofProTECCSIPSPanels
PANELSTACKINGDETAILSSD1 PanelStackingDiagramSD1A PanelStackingDetailSD1B AlternatePanelStackingDetailSD2 PanelStackingDiagramUsingSteelTubesSD7 PanelStackingDetailusingSteelTubes(SteelTubesand"H"Studs
WINDOW&DOORASSEMBLYDETAILSWD1 PerspectiveofWindowOpeningAssemblyWD1A ElevationAlternateWindowHeader&SillAssemblyWD2 PerapectiveDoorOpeningAssemblyWD2A ElevationAlternateDoorHeaderAssemblyWD3 Window&DoorMetalAssemblyNotes&DetailsWD4 TypicalWindowDetailSection
PANELGROOVE&STEELDETAILSP1 4.5"ProTECCSIPSPanelSideSlotDimensionsP2 4.5"ProTECCSIPSTop&BottomSlotDimensionsP61 6.5"ProTECCSIPSSideSlotDimensionsP6_2 6.5"ProTECCSIPSTop&BottomSlotDimensionsS2A ProTECCSIPS"H"Stud7Half"H"StudDimensionsS2B ProTECCSIPS"H"StudSpotWeldPatternS4 ProTECCSIPS"J"StudDimensionsS1A ProTECCSIPSTop&BottomTrackandCornerAngleDimensionsS3 ProTECCSIPSFlatSplineSteelDimensions
MISCELLANEOUSDETAILSPC1 PipeChaseDetailFrontViewPC2 PipeChaseDetailSideViewPI1 SteelJoistAttachedtoProTECCSIPSwithConcreteFloorSD2A SpecialWindowDetailwithSteelPostsandSteelHeaderforBearingWindowWallAK2A GussetPlateConnection6"SteelPostto6"SteelHeaderAK7 GussetPlateConnection12"SteelPostto8"SteelHeaderAK2A GussetPlateConnection10"SteelPostto12"SteelHeaderSD2B SpecialWindowDetailwithSteelPostsandSteelHeaderforBearingWindowWallSD3A TypicalSteelGarageDoorHeaderDetail
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PROTECCSIPSCURTAINWALLDETAILSCWA1 CurtainWallAttachmentto"I"Beams
PROTECCSIPSTIMBERFRAMEDETAILSPB1 PanelAttachmenttoTimberFrameBeamsPB2 PanelAttachmenttoTimberFrameBeamPerspectivePB3 ProTECCSIPSPost&BeamPanelAttachmentSectionPB4 ProTECCSIPSPost&BeamPanelAttachmentClip
OSBROOFPANELATTACHEMNTTOPROTECCSIPSWALLSYSTEMSR1 OSBRoofAttachmenttoProTECCSIPSCreatingaWireWaySloppedRoofSR2 OSBRoofAttachmenttoProTECCSIPSCreatingaWireWayFlatRoof5 OSBRoofAttachmenttoProTECCSIPSCreatingaWireWaySloppedRoof(Alternate)PTT SIPSTeamUSAOSBRoofoverTrussAttachedtoProTECCSIPSPTR SIPSTeamUSAOSBRoofAttachedtoProTECCSIPSPTE SIPSTeamUSAOSBRoofAttachedtoProTECCSIPSEaveDetail
MASTERWALLEXTERIORFINISHDETAILSAPPLIEDTOPROTECCSIPSMWProTEC01 ProTECWallatGradeMWProTEC02 ProTECCSIPS45CornerDetailMWProTEC03 ProTECCSIPSwithMasterWallTypicalLayoutMWProTEC04 TypicalOpeningProtectionMWProTEC05 TypicalWindowHead(Flanged)MWProTEC06 TypicalWindowJamb(Flanged)MWProTEC07 TypicalWindowSill(Flanged)MWProTEC08 StoreFrontWindow(Typicalallsides)MWProTEC09 DoorHeadFlashingMWProTEC10 DoorJambFlashingMWProTEC11 FlashedWindowSillDetailMWProTEC12 MovableFloorJoistMWProTEC13 NonMovableFloorJoistMWProTEC14 FieldControlJointMWProTEC15 TypicalSoffitDetailMWProTEC16 TypicalPatioTransitionMWProTEC17 TypicalParapetDetailMWProTEC18 TypicalRoofFlashingDetailMWProTEC19 TypicalElectricalBoxPenetrationMWProTEC20 TypicalLightFixtureDetailMWProTEC21 TypicalPipePenetration
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C
ode
List
ing
Rep
ort
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 1 of 7
CSI 06 12 13
PRODUCT: Structural Insulated Panels DIVISION: Wood, Plastics and Composites (06) SECTION: Cementitious Reinforced Panels (06 12 13) Report Holder T Clear Corporation 3255 Symmes Road Hamilton, OH 45015 Ph: (513) 870-9246 www.tclear.net [email protected]
Manufacturing Locations T Clear Corporation 3255 Symmes Road Hamilton, OH 45015 1. SUBJECT 1.1. ProTEC Concrete Structural Insulated Panels 2. SCOPE 2.1. NTA, Inc. has evaluated the above product(s) for
compliance with the applicable sections of the following codes:
2.1.1. 2006, 2009 International Building Code (IBC) 2.1.2. 2006, 2009 International Residential Code (IRC) 2.2. NTA, Inc. has evaluated the above product(s) in
accordance with: 2.2.1. NTA IM 014 Structural Insulated Panel Evaluation 2.2.2. NTA IM 036 Quality System Requirements 2.3. NTA, Inc. has evaluated the following properties of the
above product(s): 2.3.1. Structural performance under axial, transverse and
racking loads. To obtain the most current NTA Listing Report visit
www.ntainc.com/product-certification/.
3. USES 3.1. General. ProTEC panels are used as structural insulated
wall panels capable of resisting transverse, axial compressive and in-plane shear loads.
3.2. Construction Types. ProTEC panels shall be
considered combustible building elements when determining the Type of Construction in accordance with 2009 IBC Chapter 6. (IM 014 NACU1)
3.3. Fire Resistive Assemblies. ProTEC panels shall not be
used as part of a fire-rated assembly unless suitable evidence and detail are submitted and approved by the authority having jurisdiction. (IM 014 ACU14)
4. DESCRIPTION 4.1. General. ProTEC panels are factory-assembled, cement
board faced sandwich panels with an expanded polystyrene (EPS) foam plastic core. The panels are intended for use as load bearing wall components. The panels are 4-1/2 in. thick and produced in standard widths of 18 in. and 36 in. and in lengths up to 120 in.
4.2. Materials. 4.2.1. Facing. The facing consists of in. thick Util-A-Crete
concrete, glass-fiber-mesh reinforced panels manufactured by FinPan, Inc.
4.2.2. Core. The core material is EPS foam conforming to the
Type IX specification defined in ASTM C578. The foam core, up to 4 in. thickness, has a flame spread rating not exceeding 75 and a smoke-developed rating not exceeding 450 in compliance with 2009 IBC Section 2603.3 Exception 4.
4.2.3. Adhesive. Facing materials are adhered to the core
material using a structural adhesive. The adhesive is applied during the lamination process in accordance with the in-plant quality system documentation.
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 2 of 7
CSI 06 12 13
4.2.4. Splines and Top & Bottom Tracks. Top and bottom tracks are manufactured from 18 gage (base-metal thickness of 0.0478 in.) galvanized steel conforming to ASTM A653 (HSLAS Grade 50). Top and bottom tracks consist of C-channels, measuring 2-1/2 in. x 2 in., with the flanges inserted into pre-cut grooves along the edges of each sandwich panel. H-Studs and angles are manufactured from 16 gage (base-metal thickness of 0.0598 in.), 18 gage (base-metal thickness of 0.0478 in.) or 20 gage (base-metal thickness of 0.0359 in.) galvanized steel conforming to ASTM A653 (HSLAS Grade 50). H-Studs consist of two C-channels, measuring 2-1/2 in. x 2 in., spot welded web-to-web. The H-Stud flanges are inserted into pre-cut grooves along the edges of each sandwich panel. C-channel splines are used at panel ends.
5. DESIGN 5.1. Overall Structural System. The scope of this report is
limited to the evaluation of the sandwich panel component. Panel connections and other details related to incorporation of the panel into the overall structural systems of a building are beyond the scope of this report. (IM 014 NACU3)
5.2. Design Approval. Where required by the authority having
jurisdiction, structures using ProTEC panels shall be designed by a registered design professional. Construction documents, including engineering calculations and drawings providing floor plans, window details, door details and connector details shall be submitted to the code official when application is made for a permit. The individual preparing such documents shall possess the necessary qualifications as required by the applicable code and the professional registration laws of the state where the constructed is undertaken. Approved construction documents shall be available at all times on the jobsite during installation. (IM 014 NACU4)
5.3. Design Loads. Design loads to be resisted by the
sandwich panel shall be as required under the applicable building code. Loads on the panels shall not exceed the loads noted in this report. Calculations demonstrating that the loads applied are less than the allowable loads described in this report shall be submitted to the code official for approval. (IM 014 NACU5)
5.4. Allowable Loads. Allowable axial, transverse and in-plane shear loads are noted in Tables 1 through 8. For loading conditions not specifically addressed herein, structural members designed in accordance with accepted engineering practice shall be provided to meet applicable code requirements.
5.5. Concentrated Loads. Axial loads shall be applied to the
sandwich panels through continuous members such as structural insulated roof or floor panels or repetitive members such as joists, trusses or rafters spaced at regular intervals of 24 in. on center or less. Such members shall be fastened to a rim board or similar member to distribute load to the sandwich panel. For other loading conditions, reinforcement shall be provided. The reinforcement shall be designed in accordance with accepted engineering practice. (IM 014 ACU12)
5.6. Eccentric and Sides Loads. Axial loads shall be applied
concentrically to the top of the sandwich panels. Loads shall not be applied eccentrically or through framing attached to one side of the panel (such as balloon framing) except where additional engineering document is provided. (IM 014 ACU13)
5.7. Openings. Openings up to 72 in. in width, having a
minimum 13-1/2 in. header depth, are permitted for door and window installations. Header channels must be installed and attached to the splines adjacent to the opening with two (2) No. 10-16 x 1-1/2 in. pan head self-drilling screws on each side of the opening. All top tracks over the header must be continuous over the opening and extend at least 6 in. over each side of the opening. T Clear Driller corrosion resistant No. 14-10 x 1-5/8 in. proprietary heavy-duty wafer-head screws shall be installed 8 in. on center connecting the header panel to the steel header channel and the top track. A minimum of three #10 pan head screws shall be used to attach the header to the vertical studs at each end of the header. Openings greater than 72 in. and/or openings with loads greater than those specified in Table 7 shall be reinforced with wood or steel designed in accordance with accepted engineering practice to resist all loads applied to the opening as required by the adopted code. Details for door and window openings shall be provided to clarify the manner of supporting axial, transverse and/or racking shear loads at openings. Such details shall be shown on approved design documents and subject to approval by the local authority having jurisdiction. (IM 014 ACU8)
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 3 of 7
CSI 06 12 13
5.8. In-Plane Shear Design. Shear walls utilizing block or surface splines shall be sized to resist all code required wind and seismic loads without exceeding the allowable loads provided in Table 8. Shear wall chords, hold downs and connections to transfer shear forces between the wall and surrounding structure shall be designed in accordance with accepted engineering practice. The maximum panel height-to-width ratio shall be 2:1. (IM 014 ACU17)
5.8.1. Seismic Design Categories A, B and C. The use of
the shear wall configuration in Table 8 is limited to structures in Seismic Design Categories A, B and C. Where ProTEC panels are used to resist seismic forces, the following factors shall be used for design: Response Modification Coefficient, R = 2.0; System Overstrength Factor, 0 = 2.5; Deflection Amplification Factor, Cd = 2.0. (IM 014 ACU16) This statement is not intended to restrict the use of ProTEC panels from use in Seismic Design Categories D, E and F where appropriate substantiation is provided by a licensed design professional.
5.9. Combined Loads. Panels subjected to any combination
of transverse, axial or in-plane shear loads shall be analyzed utilizing a straight line interaction in accordance with NTA IM 014 TIP 01 SIP Design Guide.
6. INSTALATION 6.1. General. ProTEC panels shall be fabricated, identified
and installed in accordance with this report, the approved construction documents and the applicable code. In the event of a conflict between the manufacturers published installation instructions and this report, this report shall govern. Approved construction documents shall be available at all times on the jobsite during installation. (IM 014 NACU7)
6.2. Splines. ProTEC panels are connected to each other at
the panel edges through the use of an H-Stud. The stud is secured in place by the field application of one 14 Ga. x 4 in. pancake head SIP screw at each corner of each panel on both sides. Each screw shall be installed to penetrate both flanges of the spline and both flanges of the top/bottom track. Along each panel edge, one 14 Ga. x 4 in. pancake head SIP screw shall be installed at third-points along the length on both sides of the panel. Each fastener shall penetrate both flanges of the spline.
6.3. Cutting and Notching. No field cutting or routing of panels shall be permitted except as shown on approved drawings. (IM 014 NACU6)
6.4. Protection from Decay. Sandwich panels that rest on
exterior foundation walls shall not be located within 8 in. of exposed earth. Sandwich panels supported by concrete or masonry that is in direct contact with earth shall be protected from the concrete or masonry by a moisture barrier. (IM 014 ACU6)
6.5. Protection from Termites. In areas subject to damage
from termites, sandwich panels shall be protected from termites using an approved method. Panels shall not be installed below grade or in contact with earth. (IM 014 ACU7)
6.6. Heat-Producing Fixtures. Heat-producing fixtures shall
not be installed in the panels unless protected by a method approved by the code official or documented in test reports. This limitation shall not be interpreted to prohibit heat-producing elements with suitable protection. (IM 014 NACU9)
6.7. Voids and Holes. In lieu of openings designed in
accordance with Section 5.7, the following voids are permitted. Voids may be provided in the panel core during fabrication at predetermined locations only. Voids parallel to the panel span shall be limited to two 1-1/2 in. maximum diameter holes spaced 8 in. from the edge of a 36 in. wide panel, and limited to one 1-1/2 in. maximum diameter hole spaced 9 in. from the edge of an 18 in. wide panel. (IM 014 ACU1)
6.8. Panel Cladding. 6.8.1. Exterior Wall Covering. Panels, at the time of their
erection and placement, shall be covered on the exterior by a water-resistive barrier as required by the applicable code. The water-resistive barrier shall be attached with flashing in such a manner as to provide a continuous water-resistive barrier behind the exterior wall veneer. (IM 014 ACU9) The exterior facing of the sandwich panel wall shall be covered with weather protection as required by the adopted building code or other approved materials. (IM 014 ACU10) All exterior panel joints must be sealed with latex thin-set mortar or compatible acrylic latex. Fiberglass mesh shall be embedded in the thin-set or sealant. Mesh shall be no less than 4 in. wide.
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 4 of 7
CSI 06 12 13
6.8.2. Interior Wall Covering. ProTEC panels qualify as a Class A interior finish rating and do not require a 15 minute thermal barrier as required in applicable sections of the code listed in Section 2.0.
7. CONDITIONS OF USE 7.1. ProTEC as described in this report comply with the
applicable sections of the codes listed in Section 2 above, subject to the following conditions:
7.2. ProTEC panels shall be installed vertically only and shall not be used horizontally in a roof or floor assembly. (IM 014 ACU5)
7.3. Installation complies with this report and the approved construction documents.
7.4. This report applies only to the panel thicknesses specifically listed herein. (IM 014 ACU3)
7.5. In-use panel heights/spans shall not exceed the values listed herein. Extrapolation beyond the values listed herein is not permitted. (IM 014 ACU2)
7.6. The panels are manufactured in the production facility noted in this report. (IM 014 NACU8)
8. EVIDENCE SUBMITTED NTA, Inc. has examined the following evidence to evaluate this product: 8.1. Review of the manufacturing facilitys quality system
documentation for conformance to NTA IM 036. 8.2. Plant certification inspection of manufacturers production
facilities, test procedures, frequency and quality control sampling methods, test equipment and equipment calibration procedures, test records, dates and causes of failures when applicable in accordance with NTA IM 036.
8.3. Qualification test data in accordance with NTA IM 014 Standard Evaluation Plan 01 (IM 014 SEP 01).
8.4. Periodic quality assurance audits of the production facility. 8.5. Periodic verification testing in accordance with NTA, Inc.
NTA IM 014. Evaluation evidence and data are on file with NTA, Inc. NTA, Inc.is accredited by the International Accreditation Service (IAS) as follows:
ISO17020 Inspection Agency (AA-682) ISO17025 Testing Laboratory (TL-259) ISO Guide 65 Product Certification Agency (PCA-102)
The scope of accreditation related to testing, inspection or product certification pertain only to the test methods and/or standard referenced therein. Design parameters and the application of building code requirements, such as special inspection, have not been reviewed by IAS and are not covered in the accreditation. Product evaluations are performed under the direct supervision of Professional Engineers licensed in all jurisdictions within the United States as required by the building code and state engineering board rules. 9. FINDINGS All products referenced herein are manufactured under an in-plant Quality Assurance program to insure that the production quality meets or exceeds the requirements of the codes noted herein and the criteria as established by NTA, Inc. Furthermore, product must comply with the conditions of this report. This report is subject to annual renewal. 10. IDENTIFICATION Each eligible product shall be permanently marked to provide the following information: 10.1. The NTA, Inc. listing mark, shown below 10.2. NTAs Listing No. TCC121205-17 10.3. In-plant quality assurance stamp 10.4. Identifier for production facility 10.5. Project or batch number
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 5 of 7
CSI 06 12 13
Table 1: Allowable Uniform Transverse Load (psf)2 16 Ga. Splines 18 in. width panels 36 in. width panels Deflection Limit1 Deflection Limit1 Panel
Length (ft) L/180 L/240 L/360 L/180 L/240 L/360 8 96.8 72.6 48.4 58.7 38.1 28.6 9 70.6 52.9 35.3 43.8 26.8 20.1
10 53.2 39.1 26.6 33.7 19.5 14.6 1Deflection limit shall be selected by building designer based on the serviceability requirements of the structure sand the requirements of adopted building code. Values are based on loads of short duration only and do not consider the effects of creep. 2Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
Table 2: Allowable Uniform Transverse Load (psf)2 18 Ga. Splines
18 in. width panels 36 in. width panels Deflection Limit1 Deflection Limit1 Panel
Length (ft) L/180 L/240 L/360 L/180 L/240 L/360 8 78.1 57.6 39.1 49.3 28.8 21.6 9 57.4 40.5 28.7 37.2 20.2 15.2
10 43.7 29.5 21.8 28.9 14.7 11.1 1Deflection limit shall be selected by building designer based on the serviceability requirements of the structure sand the requirements of adopted building code. Values are based on loads of short duration only and do not consider the effects of creep. 2Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
Table 3: Allowable Uniform Transverse Load (psf)2 20 Ga. Splines
18 in. width panels 36 in. width panels Deflection Limit1 Deflection Limit1 Panel
Length (ft) L/180 L/240 L/360 L/180 L/240 L/360 8 60.7 40.1 30.1 40.6 20.1 15.1 9 45.2 28.2 21.1 31.1 14.1 10.6
10 34.7 20.6 15.4 24.5 10.3 7.7 1Deflection limit shall be selected by building designer based on the serviceability requirements of the structure sand the requirements of adopted building code. Values are based on loads of short duration only and do not consider the effects of creep. 2Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 6 of 7
CSI 06 12 13
Table 4: Allowable Axial Compressive Load (plf)1 16 Ga. Splines
Panel Height (ft) 18 in. width panels 36 in. width panels 8 5700 4360 9 5000 3820
10 4320 3310 1Allowable axial compressive load based on AISI S100-2007. Loads may be interpolated to determine the allowable load under transverse loads or spans bounded by those provided.
Table 5: Allowable Axial Compressive Load (plf)1 18 Ga. Splines
Panel Height (ft) 18 in. width panels 36 in. width panels 8 4150 3170 9 3710 2840
10 3210 2450 1Allowable axial compressive load based on AISI S100-2007. Loads may be interpolated to determine the allowable load under transverse loads or spans bounded by those provided.
Table 6: Allowable Axial Compressive Load (plf)1 20 Ga. Splines
Panel Height (ft) 18 in. width panels 36 in. width panels 8 2580 1970 9 2330 1780
10 2070 1580 1Allowable axial compressive load based on AISI S100-2007. Loads may be interpolated to determine the allowable load under transverse loads or spans bounded by those provided.
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Listing Report: TCC121205-17
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. 305 NORTH OAKLAND AVENUE P.O. BOX 490 NAPPANEE, INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAINC.COM FAX: 574-773-2260 TCC121205-17 Listing Report 2012-08-29 Issue/Renewal Date: 08/29/2012
This report is subject to annual renewal. NTA FORM ISQA 3.2n Listing Report Template 2012-03-21 Page 7 of 7
CSI 06 12 13
Table 7: Allowable Header Loads (Dead + Live)1,2
Span (ft) Uniform Header Loads (plf) 3 664 4 447 5 316 6 273
1See Section 5.7 for description of header assembly. 2Steel H-Stud and C-channels must be 18 Ga. (base-metal thickness of 0.0478 in.) or thicker.
Table 8: Allowable In-Plane Shear Strength
for ProTEC Shear Walls (Wind and Seismic Loads in Seismic Design Categories A, B and C)1,2
Minimum Facing Connections2,4 Spline Type4
Nominal Panel Width (in.)
Nominal Panel
Thickness (in.) Chord2 Plate2 Spline3
Shear Strength
(plf)
Steel H-Stud 18 4-1/2
No. 14-10 x 1-5/8 in. wafer-head screw (T Clear Driller) at corners and 1-1/2 in. x 0.140 in. diameter nails 8 in. oc. 100
Steel H-Stud 36 4-1/2
No. 14-10 x 1-5/8 in. wafer-head screw (T Clear Driller) at corners and 1-1/2 in. x 0.140 in. diameter nails 8 in. oc. 100
Steel H-Stud 36 4-1/2
One 1/8 in. diameter serpentine bead of Handi-Stick Adhesive to edge face of foam and in the channels set to receive spline flanges
No. 14 x 4 in. dual thread shear fastener (proprietary wafer-head
screw) at corners and third-points along vertical edge
280
1 Maximum shear wall dimensions ratio shall not exceed 2:1 (height: width) for resisting wind or seismic loads. 2 Chords, hold downs and connections to other structural elements must be designed by a registered design professional in accordance with accepted engineering practice. 3 Spline type at interior panel-to-panel joints only. Chord members are required at each end of each shear wall segment. 4 Required connections must be made on each side of the panel. Steel H-Stud and C-channels must be 18 Ga. (base-metal thickness of 0.0478 in.) or thicker.
-
ProTEC CSIPS
Suggested Tool Requirements
1. Scaffolding 2. 2- 8 Step Ladders 3. 2- 6 Step Ladders 4. 2-10or 12 ladders for 10 panels longer if knee walls are in the project 5. 1- 24 Extension Ladder ( optional) 6. 1- Ramset (or equal) with appropriate shot for 20 ga steel and 1 pins with
washers (optional) 7. 1- Hammer Drill Wedge Bolt bit being sent with panels 8. Wedge Bolt Drill Bit 9. 1- Impact Wrench with bit for Hex Head Wedge Bolt 10. 1- corded electric drill and bit assortment 11. 1- Corded electric screw gun 1500 RPM Recommended 12. 2- Cordless Electric Drills (18 volt or higher) 13. 2- 7-1/4 Circular saws and blades carbide tipped Malco metal cutting
blade being sent with wall system 14. 1- 10 or larger Compound Miter Chop Saw and blades 15. 3 Carborundum Metal cutting blades for chop saw 16. 1- Sawzall corded reciprocating saw and wood and metal cutting blades 17. 3 or 4 12 ga. X 50 extension cords 18. 1- Makita 16 Circular Saw (rent or buy) 19. 3 or 4 Claw hammers 20. 3 or 4 - 25 x 1 tape measures 21. 3 or 4 Speed Squares 22. 1 Chalk line and chalk 23. 3 or 4 retractable blade utility knives 24. 1- 6 magnetic level 25. 1 2 magnetic level 26. 3-4 pair Straight cut aviation snips 27. 1- 1-1/2 step drill bit 28. 2 FOMO Urethane Adhesive Gun 29. Tool Belts for each crew member
OPTIONAL TOOLS:
1.T.Clear Portable Panel Groove Tool
-
ASSEMBLY of ProTEC CONCRETE STRUCTURAL INSULATED PANEL
The ProTEC panels are manufactured with grooves on all four sides to accept the steel components. This grooving applies to the regular panel whose sides are 90 degrees to the panel face as well as the corner unit panel which normally has one side cut at 45 degrees to the panel face. The following is a simple explanation on the building of a wall and a corner using the ProTEC panel, the steel components and the proprietary fasteners. In the building of a wall, the steel base or sill C channel is anchored to a slab, foundation wall, floor or platform, with the web side down and the legs projecting up from the mounting surface. Appropriate fasteners such as diameter by 3 to 4 long wedge bolts or x 3 or 4 lag bolts or cast in place dia. Bolts are used to secure the sill channel to the floor. The recommended method of fastening panels to the Sill channel and the H and half H studs as well as the top track is to apply the FOMO brand expanding urethane adhesive in the slots of the panels to be joined as well as a serpentine bead of the adhesive applied between the grooves of the panel edges and top and bottom. Apply the adhesive in the side grooves to within 4 of the top of the panel. If applied any higher, the adhesive will expand into the top and side grooves and will prevent the top track from properly seating when it is later installed. A panel is then set on the sill channel with the channel legs in the bottom grooves of the panel. Steel H-studs are then inserted into the panels side grooves and a second panel is installed on the sill channel and slid into the first panel so that the H-studs are inserted into the side grooves of this second panel. The proprietary #14 x 4-1/4 dual threaded fasteners are placed thru the face of the concrete skin and into both legs of the H, Half H or top and bottom track. These screws should not be placed in the upper corners of the panels until the Top Track is installed as it must be fastened to the H and H/2 studs. The head of the fastener should slightly imbed into the concrete face of the panels and flush with the surface. These dual threaded fasteners are placed in each corner of the panel and at the 1/3 points on the vertical edges of the panels. Eight fasteners are placed on each side of the panel for a total of 16 fasteners per panel. When 4 or 5 panels have been installed on the sill channel and secured to it and the H-studs, the steel top track C channel can be installed, web side up with the legs into the grooves on the top of the panels. All panels should be secured to the top plate with the fasteners. Adhesive must be used when using the #14 x 4-1/4 fasteners in the above described pattern.
-
In building a corner, the steel base or sill channel is anchored as above forming a 90-degree corner. One corner panel unit is set on top of the sill channel at the corner with the sill channel legs in the bottom grooves of the panel. The steel angles are installed into the grooves on the 45-degree side of the corner unit panel. The second corner unit panel is set on the sill channel with the sill channel legs in the bottom grooves of the corner unit panel. This second corner unit panel is slid into place so that the steel angle legs fit into the grooves on the 45-degree side of this corner unit panel. Both corner unit panels are then connected to the steel sill channel and the steel angles with the proprietary fasteners thus forming a corner. When sufficient panels are connected to the corner, the steel top plate is installed and connected as explained above, using the FOMO adhesive and the #14 x 4-1/4 screws. To assist the reader in understanding this process, enclosed is a 19 page section entitled Illustrated Assembly Instructions, which pictorially shows how the panels go together to build an exterior load bearing wall for a small building. Also enclosed is a section entitled Construction Details, which includes various typical construction details and perspective drawings.
GENERAL INFORMATION, RECOMMENDATIONS & INSTRUCTIONS
GENERAL
Keep all panels, steel components and fasteners protected from the elements prior to installation.
Store the panels laying flat. Do not drop panels. Remove debris from the foundation wall, slab, or floor, so that the sill
channel can be connected securely thereto. Remove debris from sill channel area prior to the placement of a panel on
the sill channel. Use care in placing panels on the sill channels. The sill channel must be installed back from the edge of the foundation
wall, slab, or floor, so that the outer panel skin bears on the foundation, slab, or floor.
The sill and top channels shall be installed so that the butt joint between channels does not occur less than 12 from any panel joint.
The top channel shall be installed so that the overlap joint between channels does not occur in the header above a window, door, or other opening in the wall.
-
During the process of assembling and plumbing the panels, and prior to the use of the pneumatic nails, connect the corners of the panels to the steel components with the proprietary screws.
It is recommended that the building of the panel wall start with the assembly an erection of a corner.
The corner panel units and steel angles making up the corner assembly shall be plumbed and fastened together before proceeding further.
When the next panel is installed snug to the corner, plumb the corner and the panel and fasten them to the sill channel and to each other.
As additional panels are installed, they must be snug to the previously erected panels and plumbed prior to the installation of the fasteners.
Adequate bracing of panel walls must be provided during erection. Bracing should occur every 10 to 15 of wall length and should be temporarily secured to the wall panel and the interior floor or staked to the exterior ground to insure against blow over in the event of excessive wind conditions.
It is recommended that the top channel be installed and secured as the erection of the wall proceeds and only after there is sufficient length of wall to accommodate a top channel.
FOUNDATION & SLAB ON GRADE
Foundation walls and the outer edges of slabs on grade should be level, square, have a smooth top free of irregularities, and have sides that are straight. Standard corners should be 90 degrees. Corners other than 90 degrees can be accommodated with custom-made panels.
The use of Sill Seal or equivalent material, or silicone caulking is recommended between the top of the foundation wall or slab and the steel sill channel.
Steel bottom track shall be anchored to the foundation as per code. Where permitted by local building codes, 3 or 4 Wedge Bolts are to be used every three feet on center to anchor sill channel to the foundation or slab. They should be placed within 6 of the intersection of the H or H/2 studs.
When the steel channel is used as a sole plate attached to a wood substructure and perpendicular to the floor joists, it will be attached to each joist it crosses using a Lag Screw. Where the steel sole channel is laid parallel to the floor joists, on an end or rim joist, as shown in Detail FS-4, it shall be attached every three feet on center using the same screw indicated above. They should be placed within 6 of the intersection of the H or H/2 studs.
-
It is recommended that at the corners, the still channels be formed and installed as shown in Detail FS-9.
To prevent water infiltration at the sill channel, it is recommended that Moist Stop e-Z Seal or equivalent material be used as shown in Details FS-1, FS-1A and FS-3A through FS-8A.
In situations where the exterior wall finish is applied directly to the panel, such as a hard coat or elastomeric finish, Urethane Caulking as shown in Detail FS-2, is recommended to prevent water infiltration. In addition Urethane Caulking can be used as an alternate for Forti-Flash E-Z Seal type material.
It is recommended that THERMADRY Insulating Drainage Panels be installed on the exterior of the foundation walls, as shown in Details FS-4 through FS-7.
STEEL COMPONENTS & FASTENERS
All steel components, angles, channels, splines and H-studs, used as part of the ProTEC panel system shall be G-60 Galvanized Steel. Top and bottom track and the flat splines shall be a minimum of 20 gauge and the H and H/2 studs shall be a minimum of 18 gauge.
All steel components not normally part of the ProTEC panel system, but used as part of the structure with the ProTEC panel system, i.e. the studs, structural C channel and structural track shown in Detail WC-11, shall be a minimum of 20 gauge G-60 steel and sufficient to handle the loads placed upon them.
WALLS
Walls having corners other than 90 degrees can generally be constructed by using metal components having corresponding angles and using standard fabrication procedures. Unusually shaped corners may require specialized fabrication.
It is recommended that at the corners, the top channel be installed as shown in Detail RJC-1.
In situations where one 2 x 4 wood top plate is used in addition to the steel top channel, as shown in Detail RJC-8 OR RJC-8A, the wood top plate shall be connected to the steel top channel with a corrosion resistant 2 flat or pan head screw every 24 on center, and to the outer skin of the panel using the 1 pneumatic nails every 16 on center.
In situations where a second 2 x 4 wood top plate is used on top of a wood top plate that is already connected to the steel top channel, as indicated above, the second wood top plate can be connected to the steel top channel, as indicated above, the second wood top plate can be connected using nails or screws, as per code requirement.
-
All panel joints shall be sealed with the fiberglass mesh and WaterArmor. For rough openings for standard windows, steel channels shall be inserted into the jamb, sill, and header panels. Steel splines shall also be used between the header panel and the side support panels. All panel components shall be connected to the steel components using the T Clear proprietary fasteners. See Details WD-1, WD-2 and WD-3.
For rough openings for standard doors, steel and panel components are connected in the same fashion as described above, without the sill panel or bottom track. See Details WD-2 and WD-3
For exterior rough openings, all headers, jambs and sills shall be back wrapped with T Clear Fiberglass mesh embedded in WaterArmor or equal.
ROOF TO EXTERIOR WALL CONNECTIONS
Whether the roof structure is joist and rafter construction or roof truss construction, it is connected to the exterior wall steel top channel using steel connectors (Truss Clips/Joist Hangers). Refer to Details RJC-2 through RJC-7 and RJC-9
Where the roof structure is metal, screws shall be used to connect the USP Ties, or equivalents, to metal roof components and the proprietary screws used to connect the Ties to the metal top channel.
Where the roof structure is wood, nails or screws can be used to connect the USP Ties to wood roof components and the proprietary used to connect the Ties to the metal top channel.
Where it is necessary to connect three metal components to the panel, i.e. a USP Tie to an H-stud and a top C channel, only the proprietary screw fastener shall be used.
ELECTRICAL
Each panel has two vertical electrical chases, See Detail WC-9 Electrical boxes can be installed in the panel by lining up the box location
with the electrical chase, cutting the panel skin to accommodate the box and removing enough panel core material to accommodate the box. A Roto Zip tool is recommended for cutting the panel skin and a Hot Knife can be used for quick and easy removal of the foam core.
The electrical box is secured to the panel by using what is commonly called an old work box or by using metal F Clips or Hold-Its.
Panels are available with electrical box cutouts already cut along the vertical electrical chase that the electrician can easily install the electrical boxes.
Never cut the panels skin to provide an additional electrical chase or change the direction of the electrical chase.
-
Cut, punch or saw 1 diameter holes in the top and/or bottom channels so that these holes line up with the electrical chases that will be used. A drill with a step drill bit is recommended.
Remove the burr from these holes and install an appropriately sized grommet prior to the installation of electrical wire.
When the electrical wires are being run from below, the 1 hole should be made in the sole channel so it lines up with the vertical electrical chase, prior to the installation of the panel on the bottom track channel.
When the electrical wires are being run from above, the 1 hole should be made in the top channel so it lines up with the vertical electrical chase, prior to or during the installation of the top channel.
Be sure to cut, punch or drill holes before installing roof trusses, rafters, or joists. It is recommended that all wire chases be drilled and grommets inserted to allow for future expansion.
Window bases that sit directly on a concrete slab or foundation shall have no electrical outlets for there is no way to run the wiring to the outlet
FIELD FABRICATION
Even on factory fabricated panels; slight modifications may be necessary to accommodate variations due to field conditions. The most common modifications include cutting the panel to reduce its width, cutting headers and windowsills, and cutting panels to accommodate special situations. In most cases, modifications to panels are not difficult to make.
It is recommended that a circular saw with a carbide tip blade be used to
cut the panel. Because of the thickness of the panel, the use of a hand held circular saw requires a cut be made on each side of the panel, unless using a Makita 16 circular saw available through T. Clear Corporation.
It is important that accurate measurements are made and the cut line is marked on each side of the panel. Mark the first side and square across the panel to transfer reference points to the second side. Using the reference points, mark the second side.
The marking of both sides of the panel should be complete before any cut is made.
It is recommended that a pencil be used to mark the cut lines. The use of a chalk line is not generally recommended, because the chalk line can be easily wiped away in handling or blown away b y the approaching saw blade. Thus, there is little or no cut line to follow.
Metal straight edges and framing squares are helpful tools for marking lines.
Care should be taken to follow the cut line. Where applicable, use should be made of the guide bar on the circular saw.
-
Use the maximum depth of cut setting and make a straight cut following the cut line. Flip the panel over and make another straight cut following the cut line.
For cuts close to the panels edge, use the guide bar on the circular saw. The cutting of the panel will remove some or the entire factory installed
slots necessary for the installation of the steel components. These will have to be replaced as follows:
o Set the circular saw blade depth at 2 1/8. o If the factory install slots have been completely removed, set the
circular saw guide bar, if possible, so that the blade will cut along the slots to deepen them to 2 1/8
o If the factory-installed slots have been removed, use the slots on both ends of the panel to set the guide bar on the circular saw, if possible. If it is not possible to use the guide bar, mark the cut lines on the panel. Then either using the guide bar or cut lines, cut the new 2 1/8 deep slots.
Headers cut for spans greater than 3 feet should not contain an electrical chase.
Should there be any questions during the installation process, please call the T. Clear Toll Free number 800-544-7398 prior to performing a non-reversible process.
-
/ .. LT. Clear Propriatary
Dual Thread Fastener 16 screws per panel, 8 per side as shown.
JTC
TITLE:
Fill Slots with Fomo Sub Floor Adhesive prior to installation
of H-Stud.
Add a Serpentine Line of Fomo Sub
Floor Adhesive prior to installation
of H-Stud , Top and Bottom Track.
Panel Assembly using Dual Thread Screw
and Fomo Adhesive REV:
3-9-09 PA-1 NO:
-
Bui
ldin
g A
Hou
se
-
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
CNO:
BC-1
TITLE:
JTC / TLC
* NOTE: Drawing not drawn to scale.
8/17/11
6.5" Butt Corner
TOP VIEW
ProTE
Fasteners
REV:
T. Clear Proprietary
Half "H"
6.5" ProTEC Panel
1/4" Util-A-Crete end capglued to the Half "H" andthe foam on the end of
the panel then screwed tothe Half "H".
-
REV:
8/17/11
NO:
TITLE:
JTC / TLC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
C6.5" Butt Corner
ProTE
* NOTE: Drawing not drawn to scale.
BC-2
T. Clear PropriataryScrew
1/4" TEK Screw connecting thetwo top tracks together.
You will have to cut the bottome legsof the overlapping top track
to allow this to lay flat.
Half "H"
Top Track
dcrawfordCalloutUtil-A-Crete 6-1/2" wide end cap to be installed with screws and adhesive after Half H has been installed
-
Foun
datio
n &
Sill
Det
ails
-
ProTECCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
JTC
TITLE:
NO:REV:
Add a SerpentineLine of Fomo Sub
Floor Adhesiveprior to installation
of H-Stud, Topand Bottom Track.
Panel Assembly usingDual Thread Screw
and Fomo Adhesive
Add a SerpentineLine of Fomo Sub
Floor Adhesiveprior to installation
of H-Stud, Topand Bottom Track.
Fill Slots with FomoSub Floor Adhesiveprior to installation
of H-Stud.
T. Clear Propriatary Dual Thread Fastener16 screws per panel,8 per side as shown.
3-9-09 PA-1
-
NO:
3/1/06 FS-1
C
T Clear Proprietary
Moist Stop E-Z
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
REV:
TITLE:
/TLC
FOUNDATION / SILL
JTC
Wedge Bolt
Seal
Sill Seal or Equal
Fastener
ProTEC Panel
ProTE
Foundation or Slab
H-Stud
SteelC-Channel
-
ProTE ALTERNATE
E-Z Seal
REV: NO:
/TLC
Fastener
or Equal
FOUNDATION / SILL
3/1/06
ProTEC Panel
Moist Stop
FS-1A
T Clear Proprietary
Anchor Bolt
Sill Seal
JTC
CTITLE:CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Foundation or Slab
C-Channel
H-Stud
-
Steel
REV:
/TLC
T Clear Proprietary
NO:
Fastener
3/1/06
Moist Stop E-Z
C-Channel
ProTEC
H-Stud
Sill Seal or Equal
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Wedge Bolt
TITLE:
ProTEC Panel
FOUNDATION / SILL
JTC
Seal
Foundation or Slab
FS-1B
-
Caulking
Wedge Bolt
FOUNDATION / SILL
NO:
Finish
ProTE
Foundatio
Sill Seal
3/1/06
REV:
/TLC
or Equal
With a Hard Coat Or
Fastener
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
or Slab
ProTEC Panel
FS-2
TITLE:
T Clear Proprietary
C
Elastomeric Finish
Hard CoatElastomeric
JTC
Hard CoatElastomeric Basecoat
C-Channel
H-Stud
-
or Equal
Fastener
or Slab
FOUNDATION / SILLC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Finish
/TLC
Basecoat
REV:
System
With The SenergyNO:
Elastomeric
3/9/06
Wedge Bolt
ProTE
JTC
FS-2-S
Hard Coat or
T Clear Proprietary
Foundation
Sill Seal
ProTEC Panel
Hard Coat or Elastomeric
Flashing
H-Stud
C-Channel
-
Thin Brick
With Thin Brick
Finish
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Wedge Bolt
T Clear Proprietary
REV:
Sill Seal or Equal
Ledge
FOUNDATION / SILL
/TLC
3/1/06 FS-3
ProTE
JTC
NO:
ProTEC Panel
Fastener
Foundation or Slab
C-Channel
H-Stud
-
NO:
Fastener
FS-3A
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
or Slab
JTC
ProTE
With Brick Ledge REV:
3/1/06
Air Space
Wedge Bolt
Foundation
Brick
FOUNDATION / SILL
/TLC
ProTEC Panel
T Clear Proprietary
Sill Seal or Equal
Moist Stop E-Z Seal
H-Stud
C-Channel
-
Foundation
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
FOUNDATION WALL & SILL
3/1/06 FS-4
Concrete Slab
/TLC
C-Channel
Plywood, OSB
ProTE
Floor Joists
Or Equal
Sill Seal
ProTEC Panel
H-Stud
Util-A-Crete
Lag Bolt
Moist Stop
Pressure Treated Sill
Anchor Bolt Rim Joists
Subfloor
Footer
Waterproofing
Panels
Thermadry Insulating Drainage
Caulking
Continuous Perforated Drainage
Tile
-
Foundation
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
FOUNDATION WALL & SILL
3/1/06
Anchor Bolt
FS-5
Concrete Slab
Subfloor
Waterproofing
/TLC
Plywood, OSB
Floor Joists
ProTE
Or Equal
Sill Seal
ProTEC Panel
H-Stud
C-Channel
Wedge Bolt
Moist Stop
Pressure Treated Sill
Panels
Thermadry Insulating Drainage
Footer
Continuous Perforated Drainage
Tile
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
ProTEC Panel
ProTE
Moist Stop
REV:
Reinforced Concrete Slab
With Floating Slab
Foundation
3/1/06 FS-6
JTC
Footer
FOUNDATION WALL & SILL
/TLC
Rigid Insulation
Wedge Bolt
NO:
Continuous Perforated Drain Tile
C-Channel
H-Stud
-
Footer/TLC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Foundation
FS-7
ProTE
Or Equal
Grade As Required
3/1/06
REV: With Thin Brick Finish
Panels
Concrete Slab
FOUNDATION WALL & SILL
Rim Joists
JTC
NO:
Tile
ProTEC Panel
Sill Seal
Thermadry
Lag Bolt
Waterproofing To
Pressure Treated Sill
Drainage
Plywood, OSB
Insulating
Floor Joists
Thin Brick
Subfloor
Over Vapor Barrier
Anchor Bolt
Continuous Perorated Drainage
Moist Stop
H-Stud
C-Channel
-
Pressure Treated Sill
JTC /TLC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
FS-8
With Engineered Lumber
ProTEC Panel
TITLE:
Moist Stop
FOUNDATION WALL & SILL
REV:
Joists
NO:
3/1/06
ProTE
Web Stiffener
Anchor Bolt
Engineered Lumber Joists
Sub-Floor
Foundation
Lag Bolt
C-Channel
H-Stud
-
ProTEC Panel
C
Lag Bolt
Rim Joist
Rim Board
Moist Stop
ProTEC Panel
TITLE:
3/1/06
Lag Bolt
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
REV:
JTC
Floor Joists
ProTE
Foundation
Details FS-4 & 8 FS-8A
/TLC
Engineered Lumber Joists
FOUNDATION WALL & SILL
Alternates For
Sub-Floor
Pressure Treated Sill
Pressure Treated Sill
Anchor Bolt
Anchor Bolt
Foundation
Sub-Floor
Web Stiffener
NO:
Moist Stop
Util-A-Crete
C-Channel
H-Stud
H-Stud
C-Channel
-
REV:C-Channel at Corner3/3/06 FS-9
/TLC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
NO:
JTC
Perspective SillProTE
Wedge Bolts With Fender Washers
C-Channel Bottom Tracks
-
Exte
rior W
all &
Roo
f Det
ails
-
T ClearProprietary Screws
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
ProTE
at Corner
Steel
Steel
RJC-1
C-Channels
C-Channel
Slots
/TLC
Perspective Top Channel
Corner Angles
3/3/06
JTC
NO:
Steel
SP10x1/2"
-
RJC-1A
Top Track
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
3/9/06
ProTE
/TLC
(4) #10 TEK Screw
Perspective Top Channel
ProTEC Panels
8" Overlap of Top the Track
Steel C-Channel (Top Track)
-
/TLCJTC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
ProTE
T. Clear Proprietary
Connection 3/3/06 RJC-2
Joist / Roof Truss
Roof Truss / Joist
EXTERIOR WALL
Screws
USP HC520Hurricane Clip
ProTEC Panel
-
EXTERIOR WALL
Joist or Bottom Chord
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
/TLC
Rafter or Top Chord
NO: Roof Truss / Joist
Connection 3/6/06
JTC
RJC-2A
ProTE
ClipUSP HC520
T. Clear Proprietary Screw
C-Channel
-
Simpson H-1or S/H-1 Clip
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
ProTE
Connection 3/3/06 RJC-3
/TLC
EXTERIOR WALL
Joist / Roof Truss
Roof Truss / Joist
T. Clear Proprietary Screws
Pneumatic Nail ITW Buildex
ProTEC Panel
-
Roof Truss / Joist
Rafter or Top Chord
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
Joist or Bottom Chord
/TLC
ProTE
ConnectionNO:
3/6/06
JTC
RJC-3A
EXTERIOR WALL
S/H-1 ClipSimpson H-1 or
T. Clear Proprietary Screw
C-Channel
-
ProTEC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
Joist / Roof Truss
SP 10x1/2"
Connection 3/3/06 RJC-4
Panel
Pan Head Screw
JTC
Roof Truss / Joist
/TLC
ProTE
Clip Angle
EXTERIOR WALL
C-Channel Top Track
T. ClearProprietary
Fastener
-
C
/TLC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
EXTERIOR WALL
Rafter or Top Chord
Roof Truss / Joist
Connection 3/6/06
JTC
RJC-4A
ProTE
Clip AngleJoist or Bottom Chord
T. Clear Proprietary Screw
C-Channel
-
EXTERIOR WALL
ProTEC Panel
Connection
CREV:
T. Clear Proprietary Screw
double uplift values.
12/5/08
TITLE:
to both sides of the joist for
RJC-4B
Roof Truss / Joist
ProTECONCRETE STRUCTURAL INSULATED PANEL SYSTEM
JTC
NO:
Joist
USP RT3A Truss Clip-Install (3) 1 5/8" # 14 Proprietary screws thru face of panel thru clip into top track. -A truss clip may be added
"H-Stud" imbedded in panel
*Also approvedSimpson H4 & H3 C-Channel
"Top Track" imbeded in panel
C-Channel "Top Track" imbeded in panel
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
ProTE
Connection 12/10/08
EXTERIOR WALL
RJC-4C
Roof Truss / Joist
Simpson H4 & H3 USP RT3A orSimpson H4 & H3 USP RT3A or
Screw
Joist
T. Clear Proprietary
panel
Vertical H-Studimbedded in the
Top Track
ProTEC Panel
-
T. Clear Proprietary Screw
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
ProTE
Connection To Wall 3/6/06 RJC-5
PERSPECTIVE
/TLC
Metal Gus Truss Roof
Bottom Chord
Steel C-Channel
Top Chord
Simpson H-1 or S/H-1
-
PERSPECTIVE
/TLC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
Rafter / Top Chord
Metal "C" Channel
T. Clear Proprietary Screw
Roof Connection 3/6/06 RJC-6
JTC
ProTE
Joist / Bottom Chord
Clip Angle
C-Channel
-
/TLC
PERSPECTIVECONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
Rafter / Top Chord
Metal "C" Channel
Roof Connection 3/6/06
Joist / Bottom Chord
RJC-7
T. Clear Proprietary Screw
JTC
CProTE
Simpson H-1 or S/H-1
C-Channel
-
PERSPECTIVE
/TLCJTC
RJC-7a
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
NO:
C Metal "C" Channel
Joist / Bottom Chord
Roof Connection 3/6/06
REV:
T. Clear Proprietary Screw
ProTE
Rafter / Top Chord
USP HC520
C-Channel
-
RJC-8
Plywood Spacer
ALTERNATE EXTERIORC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Bottom / Truss Chord
JTC
NO:
/TLC
Wall and Roof Connection
with Wood Top Plate Insert
REV:
Top Plate
3/6/06
2"x4" Wood
ProTEC Panel
ProTE
Corrosion Resistant 2 1/4" Screw
H-Stud
C-Channel
T. ClearProprietary
Fastener
-
Wall and Roof Connection
Bottom / Truss Chord
JTC
ProTE
with Wood Top Plate Insert
ProTEC Panel
ALTERNATE EXTERIOR
Corrosion Resistant
TITLE:
REV:
Top Plate
3/6/06
2"x4" Wood
2 1/4" Screw
NO:
C
RJC-8A
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
/TLC
1/2"x1 1/2" Util-A-Crete
T. ClearProprietary
Fastener C-Channel
H-Stud
-
Simpson H2.5 Clip
SECTION CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
Connection of Gable End
Joist / Truss Chord
Screws
Joist to Wall Panel3/6/06
NO:
RJC-9
JTC
ProTE
/TLC
T Clear Proprietary
ProTEC Panel
Corner Angles
C-Channel
-
ELEVATION
Joist Hanger Nails
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
Cover Face of Joist
Simpson H2.5
Joist to Wall PanelNO:
/TLC
3/6/06
1/2" Util-A-Crete to
ProTE
RJC-9A
Connection of Gable End
or Truss
Proprietary Screws
or S/H2.5 Clip
Joist or Truss Chord
JTC
T Clear
ProTEC Corner Panel
Corner AnglesC-Channel
-
Simpson H2.5 or
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
S/H2.5 Clip
Joist / Truss Chord
Proprietary
Joist to Wall PanelNO:
3/6/06
JTC
Connection of Gable End
ProTE
RJC-9B
Screw
PERSPECTIVE
/TLC
T Clear
ProTEC Corner Panels
C-Channel
Corner Angles
-
W
all &
Cor
ner D
etai
ls
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / TLC
4.5" Butt Corner8/17/11
Half "H"
BC-1a
ProTE
TOP VIEW
Fasteners
* NOTE: Drawing not drawn to scale.
4.5" ProTEC Panel
T. Clear Proprietary
boardthe Half "H".
the panel then screwed tothe foam on the end of
glued to the Half "H" and1/4" Util-A-Crete end cap *Note - Add a bead of
adhesive between theHalf "H" and the concrete
Modified Half "H"
-
1/4" TEK Screw connecting the
You will have to cut the bottom legs
Half "H"
Top Track
CNO:
TITLE: ProTEREV:
8/17/11
to allow this to lay flat.
JTC / TLC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
* NOTE: Drawing not drawn to scale.
two top tracks together.
of the overlapping top track
T. Clear ProprietaryScrews at the top and
bottom corners and thethird points along the vertical edge of the
panels.
BC-2a
4.5" Butt Corner
-
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
CNO:
BC-1
TITLE:
JTC / TLC
* NOTE: Drawing not drawn to scale.
8/17/11
6.5" Butt Corner
TOP VIEW
ProTE
Fasteners
REV:
T. Clear Proprietary
Half "H"
6.5" ProTEC Panel
1/4" Util-A-Crete end capglued to the Half "H" andthe foam on the end of
the panel then screwed tothe Half "H".
-
REV:
8/17/11
NO:
TITLE:
JTC / TLC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
C6.5" Butt Corner
ProTE
* NOTE: Drawing not drawn to scale.
BC-2
T. Clear PropriataryScrew
1/4" TEK Screw connecting thetwo top tracks together.
You will have to cut the bottome legsof the overlapping top track
to allow this to lay flat.
Half "H"
Top Track
dcrawfordCalloutUtil-A-Crete 6-1/2" wide end cap to be installed with screws and adhesive after Half H has been installed
-
Fasteners
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
1 7/8" to 2 1/8"
ProTE Panel Corner Assembly
3/6/06
Corner
T Clear Proprietary
WC-1
JTC
Corner Spacing from
/TLC
HORIZONTAL SECTION
5/8" to 3/4" Spacing from
ProTEC Corner Panel
Corner Angle
-
JTC
WC-2
Corner Panel Assembly
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
PERSPECTIVE ProTE
/TLC
ProTEC Corner Panel
FastenedNO:
3/6/06
T. ClearProprietary Screws
Steel C-Channel
Steel Corner Angle
-
Assembly
Panel to Panel WC-3
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
3/6/06
HORIZONTAL SECTION
JTC / TLC
ProTEC Panel
ProTENO:
Panel Joint
Steel H-Stud
T. ClearProprietaryFasteners
-
Perpendicular Wall NO:
Assembly
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
JTC / TLC
ProTE
T. Clear Proprietary Screw
3/6/06 WC-4
HORIZONTAL SECTION
ProTEC Panel
Half-H
H-Stud
-
ProTE
WC-5
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
HORIZONTAL SECTION
Alternate Perpendicular Wall
Assembly
T. Clear Proprietary Screw
NO:
JTC / TLC
3/6/06
ProTEC Panel
Half-H
H-Stud
-
Between Panel Joints
JTC / TLC
Perpendicular Wall Assembly
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
ProTEC Panel
HORIZONTAL SECTION
WC-63/6/06
ProTE
Expandable Fasteners
T. ClearProprietary
Fastener
Half-H
-
contraction of the wood joists
36" O.C. Within 6"
Caulking
NO:
ProTECCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Sub-Floor
1/2"x3" Lag Bolt
backer board to move freely
REV:
9/14/09
. This allows the
H-Stud
Platform Framing
ProTEC Panel
and rim joists.
C-Channel
Multi-StoryWC-7
Rim Joist
of H-Studs
Util-A-Crete
C-Channel
JTC / TLC
H-Stud
ProTEC Panel
Moist Stop
Joists
with the expansion and
EXTERIOR WALL
USP HC520 or RT16A
*NOTE: Attach Util-A-Crete to the rim joists ONLY
2x blocking between joists to handle the
lag bolts
-
Sub-Floor
Lag Screw
Caulking
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
2" x 4" Sill
TITLE:
ProTEC Panel
REV:
9/14/09 Platform Framing
Util-A-Crete
NO:
WC-7A
EXTERIOR WALL
Moist Stop
Rim Joist
Joists
JTC / TLC
ProTEC Panel
ProTE Multi-Story
*NOTE: Attach Util-A-Crete to the rim joist ONLY. This allows the backer board to move freely up and down with the expansion and contraction of the wood joists and rim joists.
C-Channel
C-Channel
H-Stud
H-Stud
-
Util-A-Crete
Moist Stop
with the expansion and contraction
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
CaulkingSub-Floor
TITLE:
board to move freely up and down
REV: Platform Framing
ProTEC Panel
WC-7B
NO:
Rim Joist
Joists
JTC / TLC
ProTE
3/6/06
2" x 4" Sill
ProTEC Panel
EXTERIOR WALL
Lag Screw
of the wood joists and rim joists.
Multi-Story
*NOTE: Attach Util-A-Crete to the rim joist ONLY. This allows the backer
Joist Hanger
H-Stud
C-Channel
H-Stud
C-Channel
-
9/14/09
ProTE
ProTEC Panel
with the expansion and
REV:
Moist Stop
H-Stud
ProTEC Panel
C
contraction of the wood joists
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
and rim joists.
36" O.C. Within 6"
TITLE:
NO:
1/2"x3" Lag Bolt
JTC / TLC
Sub-Floor
EXTERIOR WALL
Platform Framing
H-Stud
Joists
Caulking
C-Channel
Multi-StoryWC-7D
of H-Studs
Util-A-Crete
C-Channel
*NOTE: Attach Util-A-Crete to the rim joists ONLY. This allows the backer board to move freely
Rim Joist
2x blocking betweenjoists to accept the
Lag Bolt
-
Multi-Story
C
ProTEC Panel
WC-7E
Joists
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Moist Stop
TITLE:
Sub-Floor
REV:
H-Stud
Caulking
EXTERIOR WALL
Util-A-Crete
Platform Framing
ProTEC Panel
9/14/09
ProTE
JTC / TLC
NO:
1/2"x3" Lag Bolt36" O.C. Within 6"
and rim joists. contraction of the wood joists
of H-Studs
H-Stud
C-Channel
with the expansion and
C-Channel
*NOTE: Attach Util-A-Crete to the rim joists ONLY. This allows the backer board to move freely
Rim Joist
USP-MP6Fevery 24".
-
Joists
ProTEC Panel
WC-7-S3/6/06
EXTERIOR WALLCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Sub-Floor
CMulti-Story Platform Framing
ProTEC Panel
Lag Screw
Simpson A21/A23 Tie
ProTETITLE:
Foam Band
JTC / TLC
REV:
Rim Joist
NO: with the Senergy System
Moist Stop
Flashing
H-Stud
C-Channel
C-Channel
H-Stud
-
Moist Stop
Sub-Floor
ProTEC Panel
JTC / TLC
TITLE: ProTE
with the Senergy System
Joist Hanger
REV: NO:
Joists
Rim Joist
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
C
ProTEC Panel
WC-7B-S
2" x 4" Sill
Multi-Story Platform Framing
3/6/06
EXTERIOR WALL
Lag Screw
Foam Band
H-StudC-Channel
C-Channel
H-Stud
-
WC-8
JTC / TLC
Concrete Slab
NO:
USP HC520 Clip
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Panel
TYPICAL ONE STORY
TITLE:
REV:
ProTE
3/6/06
Wedge Bolt
ProTEC
Wall Section
Reinforced
Roof Truss
H-Stud
C-Channel Top Track
C-Channel
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / TLC
ProTE
Electrical Chases3/6/06
Slots For H-Stud,
WC-9
TWO VERTICAL
Cut Into FoamElectrical Chase
Cut Into FoamElectrical Chase
C-Channel, Splines, or Half-H
Slots For H-Stud, C-Channel, Splines, or Half-H
-
C-Channel
Cripple
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / TLC
WOODEN HEADER
3/6/06 WC-10
ProTE
PanelProTEC
Web
PanelProTEC
C-Channel
C-Channel
Resistant Screw2 1/4" Corrosion
PERSPECTIVE
(2" Lumber & 1/2" Plywood) Header
SECTION CROSS
Web
1/2" Plywood
Nominal 2" Lumber
Cripple
Cripple
Stud
PanelProTEC
Header
PanelProTEC
C-Channel Web
TRANSVERSE SECTION
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / TLC
METAL HEADER
3/6/06
TRANSVERSE
WC-11
ProTE
Top TrackC-Channel
PanelProTEC C-Channel
PanelProTEC
Cripple
SECTION
PERSPECTIVE
(Structural C-Channel & Track) Header
SECTION CROSS
Top Track
Cripple
Cripple
C-Channel
PanelProTEC
Header
C-Channel
PanelProTEC
Stud
TrackStructural
C-Channel
-
Screw
C
6/2/10
placed in a Factory/Field Cut
WC-12
jack stud pocket.
ProTETITLE:CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
JTC
REV:Jack Stud Corner
Appropriate Sized Jack Studs,
NO:
PropriataryT. Clear
Nail a piece of1/4" Util-A-Creteto the face of
the post to ensureuniform facing.
Half H Trackscrewed intothe recessed
post.
T. ClearPropriatary
Screw8" O.C.
-
Pos
t to
Pane
l D
etai
ls
-
36" Std. Panel
after the exterior has been finished
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
Note: Same applies to adding posts
ProTE
at Corner Panel
Proprietary
3/7/06
JTC / TLC
T Clear
POST ATTACHMENT
P2PA-3A
Corner Panel 18" Std. Panel
Screw
Treated Post
HeadLok Flathead Fastener or EqualThrough Steel Angle
FRONT VIEW
-
Adhesive to the Back Side of Band Board
Band Board Attachment
to the Face of ProTEC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
ProTE
2x12 Treated Ledger Board
finished
Through Steel
3/7/06
JTC
Note: Same applies to adding band
Supports
LBA-1
boardsafter the exterior has been
# 14x4" Self-tapping ScrewsApply a Generous Amount of Construction
T. Clear Dual Thread Fastener
-
P
anel
Sta
ckin
g D
etai
ls
-
Continuous
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
PANEL STACKING DETAIL
3/31/06
Vertical H-Stud
SD-1A
ProTE
AnglesCorner
Track Top
Track
C-Track
Vertical H-StudThe Continuous
PanelsProTEC
Posts
Horizontal H-Studs Cut To Length So As To Butt With
Bottom
Self Tapping Pan Heads
C-TrackPost Detail
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
PANEL STACKING DETAIL
Vertical H-StudThe Continuous
3/31/06
Panels18" ProTEC
ProTE
SD-1B
TopTrack
2x8 nom. vertical posts20' in length (2 nailed together)
Horizontal H-Studs Cut To Length So As To Butt With
Bottom Track
-
Self Tapping Pan Heads
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
Panel Stacking Detail
3/7/06
Continuous Vertical
SD-7
ProTE
Butt to Verticals
ColumnsTubular Steel
Steel Columns
Bottom Track
H-StudTop Track
Horizontal H-Studs
14ga. x 6" x 2 3/8"
-
Win
dow
& D
oor D
etai
ls
-
Pan Head Screws
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Window Opening Assembly
Panel
PERSPECTIVE
Panel
JTC / TLC
Channel to Half "H"
WD-1
ProTEC Window Sill
ProTE
Attaching Header
ProTEC Header
3/7/06
REV:
CTITLE:
NO:
Header Channel made out of Half "H" Metal
C-Channel
Splines
Half "H"
-
Door Opening Assembly
Panel
JTC / TLC
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
Attaching Header
3/7/06
ProTEC Header
Pan Head Screws
ProTEREV: NO:
Half "H" Metal
PERSPECTIVE
Channel to Half "H"
WD-2
Header Channel made out of
Bottom Track C-Channel
Splines
Half "H"
-
Bottom Track C-Channel
Top Track C-Channel
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
ProTE
Door Opening Assembly3/7/06 WD-2A
JTC
H-Stud
ProTEC Header
"H"/2
ALTERNATE
H-Stud
C-Channel
-
P
anel
Gro
ove
& S
teel
Det
ails
-
1/4"
1/8"
15/16"
2 3/8"
4 1/2"
2 5/32"
2 1/4"
3/20/07 P-1
ProTECCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / RHC
SLOT DIMENSIONS
ProTEC Panel SIDE
Slot Dimentions & Locations
-
1/4"
1/8"
2 1/4"
2 5/32"
2 1/2"
5/8"
4 1/2"
P-2
ProTECCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / RHC
SLOT DIMENSIONS
3/20/07
ProTEC Panel TOP & BOTTOM
Slot Dimentions & Locations
-
1 15/16"
3"
2 3/8"
6 1/2"
2 5/32"
2 1/4"
1/8"
1/4"
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
SLOT DIMENSIONS
3/21/07 P-6-1
ProTEC
JTC / RHC
TITLE:
REV: NO:
ProTEC Panel SIDE
Slot Dimentions & Locations
-
1/4"
2 1/2"
2 5/32"
1 7/8"
2 1/4"
6 1/2"
1/8"
SLOT DIMENSIONS
JTC / RHC
NO:
TITLE: ProTECCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
P-6-2
REV:
3/21/07
ProTEC Panel TOP & BOTTOM
Slot Dimentions & Locations
-
2.00
2.50
2.50
2.00
2.00
Prior to Spot Weld
ProTE
"Half H" Stud
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / RHC
STEEL DIMENSIONS
8'-1", 9'-1" & 10'-0" Lengths
3/20/07 S-2A
O.D.
Spot Welds
O.D.
O.D. Must Be Exact
Urethane SealBetween Sections
"H" Stud8'-1", 9'-1" & 10'-0" Lengths
18ga. G-60Galvanized Steel
18ga. G-60Galvanized Steel
-
NO:STEEL DIMENSIONS
JTC / RHC
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
CProTE
18ga. G-60 Galvanized Steel
2"
3/20/12 S-4
4"
2.5"
J Corner Angle8'-1", 9'-1" & 10'-0" Lengths
-
2.00
2.00
2.63
2.56
2.00
8'-1", 9'-1" & 10'-0" Lengths
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / RHC
STEEL DIMENSIONS
3/20/07
Corner Angle
10'-0" Length ONLY
20 ga. G-60 Galvanized Steel
S-1A
ProTE
Top & Bottom "C" TrackID & OD Must Be Exact
18ga. G-60 Galvanized Steel
-
4"
ProTESTEEL DIMENSIONS
3/20/07 S-3
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / RHC
Flat Spline 4" x 8'-0"
20ga. G-60Galvanized Steel
-
Mis
cella
neou
s Det
ails
-
i ...
" .:
.:,.: ....
. ,.'
.....'.' .: .. 1. ...
, I','.. .. ':'\ .
.....,.,.... ~ .
,I.~:
.. !,:': I,.... I '.' . ~" .... ', ... . '.. l'"
:............ "'1: .'. . .. I
::. ".. ' , r:: . I;' ;::.
'L~ . , .......: I"":' :.>:
f ." .' '( ... '.. .... , ,,:.. i:::" .
. ,,~'" .1 ... .1'
....... , ... "'1',':"::
':'" .
":'" ,:. '" :,'"
...... . ,'
.........
~. ':
-
-- ------------
util-A-Crete Skin (1/4" Thick)
Foam
w (L
(L
Bottom Track
1 5/8" x #14 Pancake Head
Screw
Foam
H--------------------------
1/4" 11/16" 25/8" 15/16"
4 1/2"
JTC/RC
TITLE: ProTEC CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
Pipe Chase Detail REV: NO: PC-24/27/11
-
CTITLE:CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
REV:
ProTENO:
Wall Panel
Joists at 36" O.C.
3.5" lightweightconcrete including
22ga. metal decking
Wall Panel
2.5" Joist End
2.5" square tudebetween joist ends
MAF/JTC
Section Along Bearing Wall
6-30-09 PI-1
Wedge Bolt
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
Special Window Detail
3/31/06 SD-2A
ProTE
EgressIH5
Half Round Window
IH5 25SH
Top TrackH-Stud
Header8"x16ga
Post6"x16ga
Post6"x16ga
Post10"x16ga
Post10"x16ga
TrackBottom H-Stud
*NOTE: Cover Exposed Posts and Headers With ProGUARD
-
Leg
C-Track
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
14ga. 6" Post
NO:
JTC
9/14/09 AK-2A
1"
Detail
1"
w/(12) #12 TEK
#12 TEK Screws
4"
14ga. 6" Header
Post &Beam
Self Tapping Pan Heads
3"
2 3/8"
ProTE
1" 1" 4"
Screws
5"x10"x14ga.plate each face
6" Leg
Gusset Plate Connection
6" Post to 6" Header
-
1"
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
1"
NO:
JTC
11/27/06 AK-7
Door Opening
Door Opening
6"
1.5"
#12 TEK Screws
3"
ProTE
8" x 16 ga. Header
1.5"
6" x 6" x 16 ga. PlateEach Face, with (10)
12" x 14 ga. Post
Gusset Plate Connection
12" Post to 8" Header
-
12" Header
plate each face
REV:
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
NO:
JTC
8/14/06 AK-2
1"
1"
5"
10"x16"x16ga.
C
#12 TEK Screws
Screws
10" Post
#12 TEK screws good to 540 lbs/screw
3"3"
w/(20) #12 TEK
ProTE
8"
NOTE:
300 plf load with no roof: 8' tributary = 2400 lbs.1160 plf load with roof: 8' tributary = 9300 lbs.16 ga. material thickness (posts) - use the same for the gussets on each face of header.
5"
Gusset Plate Connection
10" Post to 12" Header
-
10"x16ga Post
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
Special Window Detail 2
8/3/06 SD-2B
ProTE
of Posts to Header
EgressIH5
Half Round Window
IH5 25SH
Top TrackH-Stud
Header8"x16ga
Post6"x16ga
Post6"x16ga
Track Post10"x16ga
Cutout of Panels to Show Connections
Bottom H-Stud
-
10" x 16ga Post
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC
GARAGE HEADER DETAIL
8/3/06
10" x 16ga Post
ProTE
SD-3A
20" ProTEC
12" x 14ga Header
20" ProTEC
Corner Panel
of Posts to Header
Corner Panel
Cutout of Panels to Show Connections
Cover Exposed Header with ProGUARDSteel C-Channel
Top Track
Steel C-Channel Bottom Track
-
SD-5
2 3/8" x 6" Steel Column
Recessed into Panel
CONCRETE STRUCTURAL INSULATED PANEL SYSTEM
CProTENO:
TITLE:
REV:
JTC
2 3/8" x 6" 14ga.Steel ColumnRecessed intoProTEC Panel
*Note to contractor: Install blocking in second floor framing and land over 2x's in first floor, all beneath this post.