-
3255 Symmes Rd.
Hamilton, Ohio 45015
Phone: 800-544-7398
Fax: 513-870-9606
E-mail: [email protected]
CONSTRUCTION
MANUAL
2018
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ProTECCSIPSConstructionManualContents
TableofContents Page1of3
Detail# DescriptionCodeListingReport
GeneralInformation,Recommendations&InstructionsSuggestedToolRequirementsAssemblyInstructionsBuildingAHouseStoryBoard
FOUNDATION&SILLDETAILSFS1 SillTrackAttachmenttoFloorWedgeBolt&screwFS1A 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&ROOFCONNECTIONSRJC1 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)(Screws)WC6 HorizontalSection/PerpendicularAssemblyBetweenPanelJoints
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ProTECCSIPSConstructionManualContents
TableofContents Page2of3
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&BottomTrackandCornerAngleDimensions
MISCELLANEOUSDETAILSPC1 PipeChaseDetailFrontViewPC2 PipeChaseDetailSideViewPI1 SteelJoistAttachedtoProTECCSIPSwithConcreteFloorSD2A SpecialWindowDetailwithSteelPostsandSteelHeaderforBearingWindowWallAK2A GussetPlateConnection6"SteelPostto6"SteelHeaderAK7 GussetPlateConnection12"SteelPostto8"SteelHeaderAK2A GussetPlateConnection10"SteelPostto12"SteelHeaderSD2B SpecialWindowDetailwithSteelPostsandSteelHeaderforBearingWindowWallSD3A TypicalSteelGarageDoorHeaderDetail
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ProTECCSIPSConstructionManualContents
TableofContentsPage3of3
PROTECCSIPSCURTAINWALLDETAILSCWA1 CurtainWallAttachmentto"I"Beams
PROTECCSIPSTIMBERFRAMEDETAILSPB1 PanelAttachmenttoTimberFrameBeamsPB2 PanelAttachmenttoTimberFrameBeamPerspectivePB3 ProTECCSIPSPost&BeamPanelAttachmentSectionPB4 ProTECCSIPSPost&BeamPanelAttachmentClip
Steel Column Recessed into PanelSD-5MISCELLANEOUSDETAILS
Steel Column Recessed in PanelSD-6Hose Bib Detail Connection to ProTEC PanelHB-1
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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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 1 of 7
CSI 06 12 13
PRODUCT: ProTEC Concrete 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
Manufacturing Locations
T Clear Corporation (NTA Plant #515)
8400 Berk Blvd.
Hamilton, Ohio 45015
1. SUBJECT
1.1. ProTEC Concrete Structural Insulated Panels
2. SCOPE
NTA, Inc. has evaluated the above product for compliance withthe applicable sections of the following codes:2.1. 2000, 2003, 2006, 2009, 2012, 2015 International Building
Code (IBC) 2.2. 2000, 2003, 2006, 2009, 2012, 2015 International
Residential Code (IRC)
NTA, Inc. has evaluated the above product in accordance with: 2.3. NTA IM 014 Structural Insulated Panel Evaluation 2.4. NTA IM 036 Quality System Requirements
NTA, Inc. has evaluated the following properties of the above product: 2.5. Structural performance under axial, transverse and in-
plane shear 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 insulatedwall 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 IBC Chapter 6. (IM 014 NACU 1)
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 ACU 14)
4. DESCRIPTION
4.1. General. ProTEC panels are factory-assembled, cementboard 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 ASTM C578, Type IX. The foam, up to 4-in. thickness, has a flame spread rating not exceeding 75 and a smoke-developed rating not exceeding 450 when tested in accordance with ASTM E84.
4.2.3. Adhesive. Facing materials are adhered to the core material using a thin-film adhesive. The adhesive is applied during the lamination process in accordance with the in-plant quality system documentation.
4.3. Material Sources. The facing, core and adhesive materials used in the construction of ProTEC panels shall be composed only of materials from approved sources as identified in the in-plant quality system documentation.
-
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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 2 of 7
CSI 06 12 13
4.4. Splines and Top & Bottom Tracks. Top and bottom tracks are manufactured from 20 gage (base-metal thickness of 0.0359-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-Studflanges are inserted into pre-cut grooves along the edgesof each sandwich panel. C-channel splines are used atpanel ends.
5. DESIGN
5.1. Overall Structural System. The scope of this report islimited 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 NACU 3)
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 NACU 4)
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 NACU 5)
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 ACU 12)
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 ACU 13)
5.7. Openings. Openings 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 in-plane 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 ACU 8)
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 7. 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 ACU 17)
-
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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 3 of 7
CSI 06 12 13
5.8.1. Seismic Design Categories A, B and C. The use of the shear wall configurations in Table 7 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 ACU 16) 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. INSTALLATION
6.1. General. ProTEC panels shall be fabricated, identifiedand 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 NACU 7)
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 dual-threaded 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. Eachfastener 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 NACU 6)
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 ACU 6)
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 ACU 7)
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 NACU 9)
6.7. Voids and Holes 6.7.1. Voids in Core. 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. maximumdiameter hole spaced 9-in. from the edge of an 18-in. widepanel. (IM 014 ACU 11)
6.7.2. Holes in Panels. Holes may be placed in panels during fabrication at predetermined locations only. Holes shall be limited to 4-in. x 4-in. square. The minimum distance between holes shall be not less than 4 ft on center measured perpendicular to the panel span and 24-in. on center measured parallel to the panel span. Not more than three holes shall be permitted in a single line parallel to the panel span. The holes may intersect voids permitted elsewhere in this report. (IM 014 ACU 15)
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 ACU 9) 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 ACU 10)
6.8.2. Interior Wall Covering. ProTEC panels do not require a thermal barrier in accordance with IBC Section 2603.4.1 and IBC Section 2603.9.
-
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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 4 of 7
CSI 06 12 13
7. CONDITIONS OF USE
ProTEC as described in this report comply with the applicablesections of the codes listed in Section 2 above, subject to thefollowing conditions:7.1. ProTEC panels shall be installed vertically only and shall
not be used horizontally in a roof or floor assembly. (IM 014ACU 5)
7.2. Installation complies with this report and the approved construction documents.
7.3. This report applies only to the panel thicknesses specifically listed herein. (IM 014 ACU 3)
7.4. In-use panel heights/spans shall not exceed the values listed herein. Extrapolation beyond the values listed herein is not permitted. (IM 014 ACU 2)
7.5. The panels are manufactured in the production facility noted in this report. (IM 014 NACU 8)
8. EVIDENCE SUBMITTED
NTA, Inc. has examined the following evidence to evaluate thisproduct:8.1. Review of plant quality assurance manual in accordance
with 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 (SEP) 01.
8.4. Periodic quality assurance audits of the production facility.
8.5. Periodic verification testing in accordance with 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 review.
10. IDENTIFICATION
Each eligible product shall be permanently marked to providethe 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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 5 of 7
CSI 06 12 13
Table 1: Allowable Uniform Transverse Load (psf)2 16 Ga. Splines
Panel
Length
(ft)
18-in. width panels 36-in. width panels
Deflection Limit1 Deflection Limit1
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
Panel
Length
(ft)
18-in. width panels 36-in. width panels
Deflection Limit1 Deflection Limit1
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
Panel
Length
(ft)
18-in. width panels 36-in. width panels
Deflection Limit1 Deflection Limit1
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.
-
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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 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.
-
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: HTTP://WWW.NTAINC.COM FAX: 574-773-2260
TCC121205-17 Listing Report 2015-05-06 Re-Issued Date: 05/06/2015
This report is subject to annual review. NTA FORM ISQA 3.2n Listing Report Template 2015-04-20 Page 7 of 7
CSI 06 12 13
Table 7: Allowable In-Plane Shear Strength
for ProTEC Shear Walls (Wind and Seismic Loads in Seismic Design Categories A, B and C)1,2
Spline
Type4
Nominal
Panel
Width
(in.)
Minimum
Nominal
Panel
Thickness
(in.)
Minimum Facing Connections2,4
Shear
Strength
(plf)Chord2 Plate2 Spline3
Steel H-Stud
18 4-1/2No. 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 4-1/2No. 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.
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GENERAL INFORMATION,
RECOMMENDATIONS &
INSTRUCTIONS
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ProTEC CSIPS Suggested Tool Requirements
1. Scaffolding2. 2- 8 Step Ladders3. 2- 6 Step Ladders4. 2-10or 12 ladders for 10 panels longer if knee walls are in the project5. 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 panels8. Wedge Bolt Drill Bit9. 1- Impact Wrench with bit for Hex Head Wedge Bolt10. 1- corded electric drill and bit assortment11. 1- Corded electric screw gun 1500 RPM Recommended12. 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 system14. 1- 10 or larger Compound Miter Chop Saw and blades15. 3 Carborundum Metal cutting blades for chop saw16. 1- Sawzall corded reciprocating saw and wood and metal cutting blades17. 3 or 4 12 ga. X 50 extension cords18. 1- Makita 16 Circular Saw (rent or buy)19. 3 or 4 Claw hammers20. 3 or 4 - 25 x 1 tape measures21. 3 or 4 Speed Squares22. 1 Chalk line and chalk23. 3 or 4 retractable blade utility knives24. 1- 6 magnetic level25. 1 2 magnetic level26. 3-4 pair Straight cut aviation snips27. 1- 1-1/2 step drill bit28. 2 FOMO Urethane Adhesive Gun29. Tool Belts for each crew member
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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. 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.
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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 second corner unit panel is set on the sill channel with the sill channel legs in the bottom grooves of the 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 theelements 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 betweenchannels does not occur less than 12 from any panel joint.
The top channel shall be installed so that the overlap joint betweenchannels does not occur in the header above a window, door, or otheropening in the wall.
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During the process of assembling and plumbing the panels, connect thecorners of the panels to the steel components with the proprietary screws.
It is recommended that the building of the panel wall start with theassembly an erection of a corner.
The corner panel units and steel angles making up the corner assemblyshall be plumbed and fastened together before proceeding further.
When the next panel is installed snug to the corner, plumb the corner andthe panel and fasten them to the sill channel and to each other.
As additional panels are installed, they must be snug to the previouslyerected 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 betemporarily secured to the wall panel and the interior floor or staked tothe exterior ground to insure against blow over in the event of excessivewind conditions.
It is recommended that the top channel be installed and secured as theerection of the wall proceeds and only after there is sufficient length ofwall 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 arestraight. Standard corners should be 90 degrees.
The use of Sill Seal or equivalent material, or silicone caulking isrecommended between the top of the foundation wall or slab and thesteel 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 beused every three feet on center to anchor sill channel to the foundationor slab. They should be placed within 6 of the intersection of the H orH/2 studs.
When the steel channel is used as a sole plate attached to a woodsubstructure and perpendicular to the floor joists, it will be attached toeach joist it crosses using a Lag Screw. Where the steel sole channel islaid parallel to the floor joists, on an end or rim joist, as shown in DetailFS-4, it shall be attached every three feet on center using the same screwindicated above. They should be placed within 6 of the intersection ofthe H or H/2 studs.
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It is recommended that at the corners, the still channels be formed andinstalled as shown in Detail FS-9.
To prevent water infiltration at the sill channel, it is recommended thatMoist 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 thepanel, such as a hard coat or elastomeric finish, Urethane Caulking asshown in Detail FS-2, is recommended to prevent water infiltration. Inaddition Urethane Caulking can be used as an alternate for Forti-Flash E-ZSeal type material.
It is recommended that THERMADRY Insulating Drainage Panels beinstalled on the exterior of the foundation walls, as shown in Details FS-4through FS-7.
STEEL COMPONENTS & FASTENERS
All steel components, angles, channels, and H-studs, used as part of the ProTEC panel system shall be G-60 Galvanized Steel. Top and bottom track 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.
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.
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 screws, as per code requirement.
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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. 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, 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 boxand removing enough panel core material to accommodate the box. ARoto Zip tool is recommended for cutting the panel skin and a Hot Knifecan be used for quick and easy removal of the foam core.
The electrical box is secured to the panel by using what is commonlycalled an old work box or by using metal F Clips or Hold-Its.
Panels are available with electrical box cutouts already cut along thevertical electrical chase that the electrician can easily install the electricalboxes.
Never cut the panels skin to provide an additional electrical chase orchange the direction of the electrical chase.
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Cut, punch or saw 1 diameter holes in the top and/or bottomchannels so that these holes line up with the electrical chases that will beused. A drill with a step drill bit is recommended.
Remove the burr from these holes and install an appropriately sizedgrommet prior to the installation of electrical wire.
When the electrical wires are being run from below, the 1 hole shouldbe made in the sole channel so it lines up with the vertical electricalchase, prior to the installation of the panel on the bottom track channel.
When the electrical wires are being run from above, the 1 hole shouldbe 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 grommetsinserted to allow for future expansion.
Window bases that sit directly on a concrete slab or foundation shall haveno 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 necessaryto accommodate variations due to field conditions. The most commonmodifications include cutting the panel to reduce its width, cuttingheaders and windowsills, and cutting panels to accommodate specialsituations. In most cases, modifications to panels are not difficult tomake.
It is recommended that a circular saw with a carbide tip blade be used tocut the panel. Because of the thickness of the panel, the use of a handheld circular saw requires a cut be made on each side of the panel.
It is important that accurate measurements are made and the cut line ismarked on each side of the panel. Mark the first side and square acrossthe panel to transfer reference points to the second side. Using thereference points, mark the second side.
The marking of both sides of the panel should be complete before any cutis made.
It is recommended that a pencil be used to mark the cut lines. The use ofa chalk line is not generally recommended, because the chalk line can beeasily wiped away in handling or blown away b y the approaching sawblade. Thus, there is little or no cut line to follow.
Metal straight edges and framing squares are helpful tools for markinglines.
Care should be taken to follow the cut line. Where applicable, use shouldbe made of the guide bar on the circular saw.
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Use the maximum depth of cut setting and make a straight cut followingthe cut line. Flip the panel over and make another straight cut followingthe 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 willhave 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 alongthe slots to deepen them to 2 1/8
o If the factory-installed slots have been removed, use the slots onboth ends of the panel to set the guide bar on the circular saw, ifpossible. If it is not possible to use the guide bar, mark the cutlines on the panel. Then either using the guide bar or cut lines, cutthe 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.
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Bui
ldin
g A
Hou
se
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Step 2. Set one section of the panel corner unit on the base channel and
install the steel angles.
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Step 3. Fit the second section of the panel corner unit to the steel angles and on to the sill channel, making sure that it is snug to the first section of the corner unit. Be certain the panel corner units are snug, square and plumb. Using the proprietary screws, attach the panel corner units to the sill channel in the bottom corners. Using pneumatic nails attach both panel corner sections to the steel angles. Do not install the top-most fasteners at this time. The top-most fasteners are intended to connect the corner unit and subsequent panelsto the steel top plate, and will be installed at a later time.
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Step 4. Insert an H-stud into each side of the corner unit.
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I . t
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Step 5. Set panel onto the sill channel and against the corner unit. Repeat
this process on the other side of the corner unit. Plumb the corner unit
and panels. Using the screw fasteners, connect the corner unit and panels
to the H-studs and sill channel. Check the panel to verify that it is plumb,
level and in the correct position. Then screw off the bottom corners and
the center of the panel edge to the H-stud, half "H", corner angle and sill
channel. Next, nail the rest of the panel off, both inside and out, every 8
inches on center.
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Step 6. Install the half "H" from sill to top of panel. Connect
the window base half "H" with pan head screws.
Using fasteners, connect the channel to the panel. Do not install the fasteners
where the header will be installed.
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Step 7. Set the window base panel onto the sill channel and against the
previously installed panel. Insert the steel window sill channel into the top
of the window base panel and the window base half "H" into the open
end of the window base panel. Using the fasteners, connect the window base panel to the window sill, half "H" and sill channels
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Step 8. Connect the full steel half "H" to the window base channel with pan head screws. Set the panel onto the sill and into the half "H". Screw off and nail the full panel to the half "H".
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Step 9. Install the window header channel into the opening and connect
it to the half "H"s with pan head screws.
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Step 10. Install the window header panel into the opening and install splines.
Using fasteners, connect the panels to the steel splines, jamb, header, and
sill channels. Do not install the top row of fasteners across the panel at
this time.
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Step 11. Install the steel top channel into all panels, header panels, and corner units as the erection of the wall proceeds.
If uplift is not a consideration, the top track should be fastened to all panels, header panels and corners as the top channels are installed. If clip angles are used to connect to the roof framing, they can be installed now.
If hurricane or uplift ties are required, they should be installed with the top track and fastened to the panels, header panels, and corners, at the same time. Make certain that the locations of the hurricane/uplift ties coincide with the locations of the structural roof members being tie down.
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Step 12. Repeat Steps 2 & 3 for the installation of an additional corner unit,
Steps 4 & 5 for wall panels.Steps 6 through 10 to create a window
opening, and Step 11 for the installation of the top track.
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Pro TEC PANELS
DRIP EDGE OR BAC::KWRAP
MESH AT HEADER
NOTES:
6" FIBREGLASS
MESH/WEATHER SEAL WRAP
T CLEAR 4" FIBREGLASS MESH
4'' X 6" MESH BANDAGE APPLIED
DIAGONALLY UNDER MESH
OVERLAP ON JAMB, Sill AND
HEADER CORNERS
1. FOR WINDOW AND DOOR OPENINGS THE T CLEAR 6' FIBREGLASS MESH AND
MESH BANDAGES SHALL BE EMBEDDED IN A SealGUARD LIQUID WATER
PROOFlNG MEDIUM OR EQUAL, AS APPROVED BY EXTERIOR FINISH MANUFACTURER.
2. FOR PANEL JOINTS THE T CLEAR 6" FIBREGLASS MESH SHALL BE EMBEDDED
IN SealGUARD OR EQUAL, AS APPROVED BY THE EXTERIOR FINISH MANUFACTURER.
Step 14. Take time here to tape and water proof the joints and corners
of the exterior of the house.
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Step 15. CONNECTING ROOF STRUCTURE TO THE COMPLETED EXTERIOR WALL
Depending on the design of the roof structure (i.e. joist, rafter, tr1.1ss, etc.), it is installed in the same manner as it would be on a conventionally built wood
frame, metal frame or wood panel wall.
In the case of:
A. CONVENTIONAL NON-UPLIFT SITUATIONS
- NO WOOD TOP PLATE
- For a light steel frame roof structure, clip angles and screws are used to connectroof structure to the steel top channel.- For a wood roof structure, screws are used to connect the clip angle to the. steeltop channel and screws are used to connect the wood to the clip angle.
WOOD TOP PLATE-For a light steel frame roof structure, screws can be used to connect the clip
angle to the wood top plate and screws are used to connect the roof structure to
the clip angles.
-For a wood roof structure, clip angles are not necessary, the wood roof structure
can be connected to the wood top plate using nails.
B. HURRICANE/ UPLIFT SITUATIONS
-Hurricane or uplift ties have been connected to the steel top channels with screws.
-A wood roof structure is connected to the hurricane ties with nails or screws.
-A light steel roof structure is connected to the hurricane ties with screws.
The following three drawings illustrate the installation of a wood truss roof system to an exterior wall.
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Foun
datio
n &
Sill
Det
ails
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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 PropriataryDual Thread Fastener16 screws per panel,8 per side as shown.
3-9-09 PA-1
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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 StopE-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
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-ChannelTop 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
6.5" Butt Corner8/17/11
Half "H"
BC-1
ProTE
TOP VIEW
Fasteners
* NOTE: Drawing not drawn to scale.
6.5" ProTEC Panel
T. Clear Proprietary
*Note - Add a bead ofadhesive between the
Half "H" and the concreteboard
1/4" Util-A-Crete end cap glued to the J Channel and the foam on the end of the panel then screwed to the
J Channel.
J Channel
-
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
1/4" Util-A-Crete end cap glued to the J Channel and the foam on the end of the panel then screwed to the
J Channel.
*Note - Add a bead of adhesive between the
Half "H" and the concrete board
J Channel
-
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
-
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 bottom legs of 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
-
JTC
WC-2
Corner Panel Assembly
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV:
PERSPECTIVE ProTE
/TLC
ProTEC Panel
FastenedNO:
3/12/18
Steel C-Channel
T . ClearProprietary
Screws
-
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-ChannelTop Track
C-Channel
-
CCONCRETE STRUCTURAL INSULATED PANEL SYSTEM
TITLE:
REV: NO:
JTC / TLC
ProTE
Electrical Chases3/6/06
Slots ForH-Stud,
WC-9
TWO VERTICAL
Cut Into FoamElectrical Chase
Cut Into FoamElectrical Chase
C-Channel,Splines, or
Half-H
Slots ForH-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
-
Continuous Bead of Construction
Adhesive Entire Length of Post
4X4 OR6X6
Teated Post
HeadLok Flathead
Fastener or Equal
Through Steel Angle
TITLE
* NOTE: Same applies to adding posts
after the exterior has been
finished.
T. CLEAR PROPRIETARY
FASTENERS OR ITW BUILDEX
T. CLEAR PROPRIETARY
FASTENERS OR ITW BUILDE
ProTEC CORNER PANEL
ProTEC POST ATTACHMENT
AT CORNER PANEL CONCRETE STRUCll.JRAL INSULATED PANEL SYSTEM
REV.
317/06
NO.
P2PA-3
-
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
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
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
-
HEADER
Halt "H"
' ,;.
Header Channel ):
Notes: 1) The header channel should be lined up with the Half 'H" so lhat the Top Track fits
easily over them.2) Connect the header channel to the Half 'H' with 1110 16 x 112 pan head sell drilling
screws 6" o.c .. beginning 3' from the top of the Half 'H".
Window Base Channel
/ ..
' .. ./.
..
Half "H'
;"'/ :: , . - .
.... '_ . ' "' , ';,.
Bottom Track
WINDOW
Note: For both w'lndow and door openings, the Half "H" must be one continuous piece from the floor to the top of the panel.
Notes: 1) The window base channel shall be connected to the Halt "H" with #1016 x 1/2" pan head self drilling screws 12" o.c., beginning 3" from the Bottom Track and ending 3' from the top of the window base channel.
Half 'H'
DOOR
TLC/JTC
TITLE
WINDOW & DOOR
MET AL ASSEMBLY NOTES
Pr-oTEC CONCRETE. STRUCT\.IRAL INSUI-A 'l'EO PANEL SYSTEM
REV. 3/7/06
NO.
WD-3
-
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
-
C Channel Web Spot Welds
-18;
a 8" 8" 8" 8"
1 Spot Welds Every 8" on Center 1
C Channel Web Spot Welds
. . - . .
OJ
. . . .
7.25'*.25 I f-oo
7.25' I 6.511 7.25" 7.25" 6.6'
1" Spot Welds Every 7.25" on Center 1"
C Channel Web Spot Welds
I T . ....
. . - .
ri.5 .. -+ t- k6.5" 6.5" s.s 6.5" (,) Spot Welds Every 6.5' on Center ul. 1"
-
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
-
Mis
cella
neou
s Det
ails
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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
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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