USP SIP Connection Manual - Big Sky Insulation
USP SIP Connection Manualwww.USPconnectors.comStructuralInsulated Panels(SIP)USP supplies quality products to build Stronger Safer StructuresLos Angeles San Francisco Minneapolis Houston Tampa Charlotte Philadelphia
2Company InformationCompany HistoryUSP Operations IncludeUSP Structural Connectors (United Steel ProductsCompany) has been designing, manufacturing, andmarketing construction hardware for 49 years. Thecompany’s experience in marketing, engineering, andservice has allowed USP to be a leader in developing newconnectors for a changing construction industry. Seven strategically placed manufacturing and warehousinglocations. In-house quality control and testing with independent,third-party plant inspection, and test witnessing. On staff licensed professional engineers. Our National Factory Technical Sales Force is readyto help with application questions. Ongoing regional and national code evaluations asproducts are developed.Minneapolis Corporate Office ISO 9001:2000 certified703 Rogers DriveMontgomery, MN 56069-1324Phone: 1-800-328-5934Phone: 1-507-364-7333Fax: 1-507-364-8762Product Questions & AnswersThe Customer Service / Technical Assistance staff isready to answer your questions and help solve yourconnector related problems. Our staff can assist you indeveloping economical solutions to your structuralconnection problems.San Francisco Office2150 Kitty Hawk RoadLivermore, CA 94551-9522Phone: 1-800-227-0470Phone: 1-925-449-4100Fax: 1-925-373-9213When calling for Technical Assistance, please have thefollowing information ready: Which USP product are you using?Tampa Office What is connector application?11910 62nd Street NorthLargo, FL 33773-3705Phone: 1-800-443-6442Phone: 1-727-536-7891Fax: 1-727-535-8199 What is the header material and application? What is the load requirement?Table of ContentsCompany Information . . . . . . . . . . . . . . . . . . . . . . . .2General Information . . . . . . . . . . . . . . . . . . . . . . . . .3Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-5Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-7Anchor Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7, 9Foundation Anchors . . . . . . . . . . . . . . . . . . . . . . . . .8Holdowns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9, 11Foundation Straps . . . . . . . . . . . . . . . . . . . . . . . . .10Floor Ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11Joist Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . .12-13Ridge Ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14Specification Tools . . . . . . . . . . . . . . . . . . . . . . . . .15Tiedowns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15WARRANTYUnited Steel Products Company warrants its products to be free from defects in material andworkmanship. Said products are further warranted as to adequacy of design, providedproducts are used in strict accordance with United Steel Product Company’s currentpublished design limits and are installed in a workmanlike manner. Said warranties do notapply in the event products are cut, notched, welded, drilled or in any way altered. UnitedSteel Products Company, Inc.’s obligations under this warranty shall be limited to thereplacement or repair of those products demonstrated to be defective. Such remedy shallconstitute Customer’s sole and exclusive remedy and Customer hereby agrees that no otherremedy (including, but not limited to claims for INCIDENTAL, CONSEQUENTIAL ORSPECIAL DAMAGES, OR ANY CAUSE, LOSS, ACTION, CLAIM OR DAMAGE,INCLUDING LOSS OF TIME, WHATSOEVER, OR INJURY TO PERSON OR PROPERTYOR ANY OTHER CONSEQUENTIAL DAMAGE OR INCIDENTAL OR ECONOMIC LOSS)shall be available to Customer whether said claims be asserted on the basis of warranty,negligence, strict liability or otherwise. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALLOTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTIES OFMERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. ALL OF SUCHOTHER WARRANTIES BEING HEREBY EXPRESSLY EXCLUDED.Customer Service / Technical AssistanceSan Francisco Office1-800-227-0470Minneapolis Corporate Office1-800-328-5934Tampa Office1-800-443-6442
General Information3Please Note USP Structural Connectors reserves the right to changespecifications, designs and models without notice andliability for such changes. This catalog may not bereproduced in whole or in part without the prior writtenapproval of USP Structural Connectors . This SIP Connection publication was designed as ageneral reference for the USP Product Line. See USP’sFull Line Catalog for complete product information. To achieve the allowable loads presented in thiscatalog, all specified fasteners must be used andproper installation procedures observed. Verify that thedimensions of supporting members are sufficient toreceive specified fasteners. Any product modificationsvoid the warranty unless prior written permission ofUSP Structural Connectors is obtained. See USP’s Full Line Catalog for testing, material, andCode information. This publication shows common SIP connections.Please refer to SIP manufacturers literature for completeSIP connection information. Allowable loads shown in this publication are based onconnections to wood members. Fasteners connectingonly to the panel skin have not been considered.NDS StandardsThe load resistance values presented in this catalogreflect the calculation criteria set forth in the 1991 Revisedand 1997 National Design Specification for WoodConstruction (NDS ) published by the American Forestand Paper Association. The values shown in this catalogsupercede those previously printed. Nails specified as 8d, 10d, 16d, and 20d are commonwire nails.Douglas Fir-Larch or Hem Fir Equivalent CapacityCorrosion Resistant FinishesUnless otherwise noted, the published design loads inthis catalog apply to Spruce-Pine-Fir lumber. WhenDouglas Fit-Larch, Southern Yellow Pine, or Hem Firlumber is usedAllowable Load Adjustment Factorwith face mountWoodSpecificAdjustmenthangers orSpeciesGravityFactorstraps, theDouglas Fir-Larch (DF-L)0.501.16nail shearSouthern Yellow Pine (SYP)0.551.16capacity mayDouglas Fir (S)0.461.02Hem Fir (N)be adjustedSpruce-Pine-Fir (S-P-F)0.421.00according to1) Allowable loads must be adjusted according to thethe chart toapplicable wood species.2) When using structural composite lumber, verify wood speciesthe right.USP Structural Connectors offers three options forimproved corrosion resistance of their connectors.and use above listed adjustment factors.TestingOn all structurally-rated products, USP performs full-scaletesting in accordance with ASTM D 1761, the standardrecognized by all domestic code agencies. All final testingis conducted by a third-party testing laboratory.MaterialUSP Structural Connectors are manufactured fromprime quality steel which meets ASTM A 653 requirementsfor galvanized steel, and ASTM A 570, or ASTM A 36 forhot-rolled steel.Triple Zinc (TZ) – galvanizing provides a prefabricationcoating of 1.85 (G-185) ounces of zinc per squarefoot of surface area measured in accordance withASTM A 653.Required Fastener: Hot-dip galvanized fastenersHot-Dip Galvanized (HDG) – coating provides anafter fabrication hot-dipped zinc coating. The coatingthickness is dependent on the connector material,but generally ranges from 1.1 to 2.3 ounces of zincper square foot of surface. Hot-dip products meetrequirements set forth in ASTM A 153.Required Fastener: Hot-dip galvanized fastenersStainless Steel (SS) – is the best option for corrosionprotection. Quality stainless steel (316SS grade steel)is used to fabricate connectors. Although costs arehigher, some applications may need the virtualcorrosion proof quality of stainless steel.Required Fastener: Stainless Steel fastenersFinishAll galvanized products have a zinc coating asspecified in ASTM A 653. Hot-dip galvanized parts aregalvanized after fabrication per ASTM A 153 with aminimum of one ounce of zinc per square foot of surface.Non-galvanized steel products are prime coated forcorrosion protection.www.USPconnectors.come-mail: info@USPconnectors.com Copyright 2003 United Steel Products CompanyUSP903-031
4IndexSIP Foundation ConnectionsShear Wallend postTension compressionpost at end ofshear wallMP4FPage 8STAD8RJFloorPage 10STAD8Page 10FA3Page 8PHDPage 9STB seriesAnchor BoltPage 9MP4FPage 8TDXPage 9ST2Page 8STB seriesAnchor BoltPage 9ST2Page 8Customer Service / Technical AssistanceSan Francisco Office1-800-227-0470Minneapolis Corporate Office1-800-328-5934Tampa Office1-800-443-6442
Index5SIP Multi-Story ConnectionsFloorPHDMP4FPages 11Page 8THFPage 13MSTCPage 11THOPages 12 & 13SIP Rafter & Truss ConnectionsRT7Page 15LSTAPage 14Double topplateRT3Page 152x top platewww.USPconnectors.come-mail: info@USPconnectors.com Copyright 2003 United Steel Products CompanyUSP903-031
6FastenersNails – NA seriesOptional Nails for Face Mount Hangers and Straight Straps load tableAllowable LoadAdjustment FactorReplacementFastener1CatalogNailDF-LSYP S-P-F LVL16d common8d common0.690.690.600.6916d common10d Box0.670.670.580.6716d common10d common/12d common0.840.840.720.8416d common10d x 1-1/20.670.670.590.6716d common10d Sinker0.580.580.500.5816d common16d Box0.740.740.640.7416d common16d Sinker0.840.840.720.8416d common16d x 2-1/21.001.000.861.0016d commonNo. 8 x 1-1/2 Wood Screw0.901.000.820.8410d common8d Box0.650.650.560.6510d common10d Sinker0.700.700.600.7010d common8d common0.830.830.710.8310d common10d Box0.800.800.690.8010d common8d x 1-1/40.660.660.560.6610d commonNo. 8 x 1-1/2 Wood Screw1.001.001.001.0010d common/12d common10d x 1-1/20.800.800.680.7910d common/12d common16d Sinker1.001.000.871.0010d common/12d commonNo. 8 x 1-1/2 Wood Screw1.001.001.001.008d common8d Box0.770.770.660.778d common8d x 1-1/40.800.800.680.808d commonNo. 8 x 1-1/2 Wood Screw1.001.001.001.008d x 1-1/28d x 1-1/40.860.860.740.868d x 1-1/2No. 8 x 1-1/2 Wood Screw1.001.001.001.0010d x 1-1/28d x 1-1/20.930.930.800.9310d x 1-1/2No. 8 x 1-1/2 Wood Screw1.001.001.001.00NA9DNA16DProper fasteners are a critical componentin a sound wood frame structure. To ensuresuccessful installations of its connectors,USP offers a full range of structurally-ratednails. All galvanized nails are finished usingthe Hot-dip method to assure total anticorrosion coverage. Stainless steel nailsare available on a stock basis in two sizes:8d x 1 1/ 2 and 10d x 1 1/ 2 (see product chart).Finish: See chartInstallation: Allowable shear values assume nail embedmentinto the wood of the entire nail or 12 nail diameters(whichever is less). Otherwise, the nail must beembedded at least 6 nail diameters, with the loadreduced using the following equation:Reduced Load Published Load x Actual PenetrationNail Diameter x 12 Load reductions may occur if nails are used other than thosespecified. See the chart Optional Nails for Face Mount Hangersand Straight StrapsMinimum Fastener penetrationfor load reductionfactors regardingMinimumnail substitutions.PenetrationNailPenny Adjustment factors may vary with some custom hangers or steel thicker than 10 gauge.Contact USP for exceptions. Roofing nails shall not be substituted for any nail size or type.Shank Diameter(inches)(inches)6d11-1/2 ga.1131.378d10-1/4 ga.1311.5710d/16d Sinker9 ga.1481.7812d9 ga.1481.7816d8 ga.1621.9420d6 ga.1922.301) No. 8 x 1-1/2 Wood Screw has a shank diameter of 0.164 and shall conform to ANSI/ASME Standard B18.6.1-198How to Use:The base value is the catalog listed nail in Douglas Fir-Larch and the adjustment factoris the multiplier for the applicable replacement nail and wood combination.WireGauge1) Less than the specified nail penetration shall be multipliedby the applicable adjustment factor.Nail Specification tableAllowable Shear per Nail (Lbs.)1,2,3USPStock No.Ref. No.NA11N8NA11SSSSN8-- ---- --Description8d x 1-1/28d x 1-1/2Steel GaugeFinish 4WireGaugeNailDiameterLengthWithdrawalLoadNailsPer Lb.371012131416182022HDG-- --0.1311-1/248152-- ---- ---- ---- ---- ---- --86868686SS-- --0.1311-1/248143-- ---- ---- ---- ---- ---- --868686868d CommonBright10-1/4 ga.0.1312-1/280126-- ---- ---- --99979593939292NA9DN1010d x 1-1/2HDG-- --0.1481-1/254100-- ---- ---- --94929292929292NA9DSSSSN1010d x 1-1/2SS-- --0.1481-1/254112-- ---- ---- --94929292929292-- ---- --10d CommonBright9 ga.0.148310870158139126119116114113112112112-- ---- --16d CommonBright8 ga.0.1623-1/2138481871601471401381361351341341341) Loads are calculated according to specifications of Part 12 of the National Design Specifications for Wood Construction (NDS ), 1997 Edition.2) Loads apply to Douglas Fir-Larch (G 0.50) and Southern Yellow Pine (G 0.55). For Spruce-Pine-Fir (G 0.42) multiply above values by 0.86, for other wood typesrefer to NDS or consult USP.3) Value assumes full penetration of at least 12 nail diameters.4) HDG Hot-Dip Galvanized; SS Stainless Steel; Bright No Finish.Customer Service / Technical AssistanceSan Francisco Office1-800-227-0470Minneapolis Corporate Office1-800-328-5934Tampa Office1-800-443-6442
Fasteners & Anchor Bolts7USPnameWood Screws – WS seriesThe WS Wood Screw is a self-drilling screw used for numerousframing applications. This screw features a reverse locking serrationon the bottom of the screw head to prevent over tightening againsta steel plate which could cause the screw head to shear off. TheUSP head stamp identifies screws for easy inspection.Screwlength3/8 Screw shear capacities are based on a diameter of 0.242 when theshear plane is on the screw shank (SH) and 0.185 when the shearplane is on the knurl or threads (T ). USP WS Wood Screws have abending yield strength of 217,000 psi. For conditions not chartedhere, screw loads may be calculated as shown in the current NDS and increased for duration of load.SerrationsSHMaterials: 1/4 diameter Grade 5 steelFinish: Yellow zinc dichromateCodes: ICBO 5634, L.A.City RR 25433LSelf-drilling pointDF-L / SYP2,4DimensionsCut threadsTInstallation: Screws are self-drilling. Install using a low speed clutch drill with 3/8 hex head driver. Thewasher head should be flat to the surface and the serrationswill oppose turning and release the clutch. Do not over-tightenthe screws.S-P-F2,4Steel to WoodSteel to WoodWoodWoodto Wood 12 Gauge 10 Gauge 7 Gauge 3 Gauge to Wood 12 Gauge 10 Gauge 7 Gauge 3 GaugeUSPStock No.WS3Ref. No.DescriptionSDS1/4x31/4 x 3 (DF-LFinish 1 to DF-L)LSHT3 3/4 2-1/4 to 063133271772622642712842291) Zinc Yellow zinc dichromate.2) Allowable loads are based on the 1997 NDS . Light Gauge or 3 Gauge loads given assume use with metal side plates, Fes 45 ksi.3) Wood-to-wood loads are based on 1-1/2 thick wood side members.4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS.Additional Anchor DesignsAnchor Type A L- bolt:Anchor types shown are made by others and used with USPholdowns. The design engineer may specify an alternate anchoragesystem, provided the anchor diameter is the same. See the StrengthDesign of Anchorage in Concrete by R.A. Cook, published by thePortland Cement Association and the 1997 Uniform Building Code.Bend without cracking theoutside of the bend portion.Place #4 rebar 3 to 5 fromthe top center of the foundation.DimensionsAnchorType2BoltDia.MinlE leTensionLoads 35B1, 1-1/4888300013635dElE4dAnchor Type B Hex-head bolt:8Design loads for Anchor Type B arecalculated using a full shear cone.Multiple reductions must be taken forcorner and edge distance conditions.1) Anchor embedment length is based on a single-pour concrete foundation.Double pour foundations systems, masonry walls and masonry footingsmust be evaluated by the designer.2) Anchor bolt B must be ASTM A 307; anchor bolt A must be A36 steel or better.3) Spacing between anchors is 2lE minimum for anchors in tension at the same time.4) "A" bolt minimum end distance is for corner with 12 return only. Otherwise, theminimum end distance is lE for the full table load.5) Load values are for concrete without cracking.lEdE2 lE Min.www.USPconnectors.come-mail: info@USPconnectors.com Copyright 2003 United Steel Products CompanyUSP903-031
8Foundation AnchorsFoundation Anchors – FA3Foundation Anchors – ST2SIPMP4FLoad Direction ConventionsFA3UpliftPerpendicularF2FA3 installationleraLatF1F11 7/16 F2ST2 installationOutDownload4 5/8 5 3/4 1 FA3ST2 & FA3 CapacityUSPStock No.FastenersTotalMax.Min.Embed. Spacing 2(Feet)(E)S-P-F Allowable Loads (Lbs.)1,2ST2 Double pour installationF1F2UpliftST2(8) 8d x 1-1/216-1/2 5-1/2565650785FA3(8) 10d x 1-1/24 5-1/2435375600Spread sill flanges to sill width priorto insertion into wet concrete1) Allowable loads have been increased 33-1/3% for wind or seismic loads;no further increase shall be permitted2) Loads are for S-P-F (G 0.42). For Douglas Fir-Larch (G 0.50) multiplyallowable loads by 1.16.18 MP4F CapacityMP4FFastenersTotal(12) 8d x 1-1/2Directionof LoadS-P-F Allowable Loads (Lbs.)1,2133%V595H5953 1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads;no further increase shall be permitted.2) Loads are for S-P-F (G 0.42). For Douglas Fir-Larch (G 0.50) multiplyallowable loads by 1.16.EPLATE LINPLATE LINEUSPStock No.4 1/4 MP4FST2Customer Service / Technical AssistanceSan Francisco Office1-800-227-0470Minneapolis Corporate Office1-800-328-5934Tampa Office1-800-443-6442
Holdowns & Anchor Bolts9Holdowns – PHD & TDX seriesPHD CapacityDimensionsUSPStock No.WWFasteners TotalHDCLAnchorBolts2S-P-F AllowableLoads (Lbs.)1,3,5,7Slotted seatdesign allowsadjustment formislocatedanchor 1) 5/8(10) WS3-- --3670PHD53-1/410-7/831-3/8(1) 5/8(14) WS3-- --5135PHD63-1/413-1/1631-3/8(1) 7/8(18) WS3-- --6605PHD83-1/416-1/231-3/8(1) 7/8(24) WS3-- --8295PHDN163-1/416-1/231-3/8(1) 7/8-- --(36) 10d6275Double lap back increasesoverall stiffness andfastener shear valuesH1 5/8 CL1) Allowable loads have been increased 33-1/3% for wind and seismic loads;no further increase shall be permitted.2) The designer must specify anchor bolt type, length, and embedment.3) The designer shall consider the effect of compression, bearing, tension, .and combined bending due to device eccentricity when applicable4) The PHD/PHDN may be elevated off the sill.5) Minimum post thickness is 3 . Consult USP for installations less than 3 .6) Loads are for S-P-F (G 0.42). For Douglas Fir-Larch (G 0.50) multiplyallowable loads by 1.16.DPHDPHD, STB, & TDXinstallationTDX CapacityCLBoltsAnchorBolts4MinimumRequiredBolt EndDistance5DimensionsUSPStock No.WHFasteners TotalDS-P-F Allowable Loads (Lbs.)1,2,3,7Length of Bolt in Vertical Member1-1/2 3 3-1/2 5-1/2 TDX143-1/220-1/2 3-5/82-1/8(4) 1(1) 1736807660910012910TDX204-3/420-3/4 4-1/42-3/8(4) 1(1) 1-1/4740158035947512960H1) Allowable loads shown are for single shear connections and may be doubledfor back-to-back installations. The designer must verify post and anchor bolt capacities.2) Allowable loads have been increased 33-1/3% for wind or seismic loads;no further increase shall be permitted.3) The designer must specify stud or post to resist published load values.4) The designer must specify anchor bolt type, length, and embedment.5) All models may be installed with greater than the required anchor end distancewith no chart load reduction.6) The designer shall consider the effect of compression, bearing, tension, and combinedbending due to device eccentricity when applicable.7) Loads are for S-P-F (G 0.42). For Douglas Fir-Larch (G 0.50) multiplyallowable loads by 1.16.End DistanceCLWDTDXAnchor Bolts – STB seriesSTB Bolt CapacityConcrete5USPBoltStock No. Dia.LHIdentific
approval of USP Structural Connectors . This SIP Connection publication was designed as a general reference for the USP Product Line. See USP’s Full Line Catalogfor complete product information. To achieve the allowable loads presented in this catalog, all specified fasteners must be used and proper installation procedures observed.
SIP SIP phones Blustar 8000i NA SIP SIP phones 9112i, 9133i, 480i Not Supported SIP SIP phones 673xi ( A673xi), 675xi ( A675xi) NA SIP SIP phones 6735i, 6737i ( A6735i, A6737i) NA SIP SIP phones 6739i NA SIP SIP phones 6863i, 6865i, 6867i NA SIP MiVoice Conference phone (UC360
C O N T E N T S Configuration of SIP Trunking for PSTN Access SIP-to-SIP 1 Finding Feature Information 1 Configuration of SIP Trunking for PSTN Access SIP-to-SIP Features 1 Configuring SIP Registration Proxy on Cisco UBE 3 Finding Feature Information 3 Registration Pass-Through Modes 4 End-to-End Mode 4 Peer-to-Peer Mode 5 Registration in Different Registrar Modes 7
How To Guide: SIP Trunking Configuration Using the SIP Trunk Page 6(19) 2.2 The SIP Trunk Page The SIP Trunk pages are found under SIP Trunks. Several SIP Trunk pages may be defined if you have several PBXs or Trunk Services. You need to purchase Additional Trunk Group licensees to get more than one SIP Trunk page. Details are found below. s d he n
To support SIP trunks through a SIP trunk service provider, the SIP Trunk Groups folder was added to the SIP Peers folder in DB Programming. To create a SIP Trunk Group for Fusion Connect Service Provider, navigate to System- Device and Feature Codes- SIP Peers- SIP Trunk Groups and right click in the right hand pane. Then select "Create SIP .
Call Flow Scenarios for Successful Calls This section describes call flows for the following scenarios, which illustrate successful calls: SIP Gateway-to-SIP Gateway—Call Setup and Disconnect, page 7-3 SIP Gateway-to-SIP Gateway—Call via SIP Redirect Server, page 7-6 SIP Gateway-to-SIP Gateway—Call via SIP Proxy Server, page 7-9
4. SIP, VVoIP and QoS 5. SIP and Media Security 6. STIR/SHAKEN and the 'identity' problem 7. Firewalls, NAT and Session Border Controllers 8. SIP Trunking 9. Testing, Troubleshooting and Interoperability 10. ENUM, Peering and Interconnect 11. SIP in the Cloud 12. SIP in Cellular networks 13. SIP and Fax over IP 14. SIP in UC, UCaaS and .
How to Guide: SIP Trunking Configuration using the SIP Trunks page 4 2.2 The SIP Trunk Page The SIP Trunk pages are found under SIP Trunks. Several SIP Trunk pages may be defined if you have several PBXs or Trunk Services. You need to purchase Additional Trunk Group licensees to get more than one SIP Trunk page. Details are found below. s d he Tru
STI-AS IBCF/ TrGW SIP UA Verifier 4. Get Private Key SKS 1. SIP INVITE 22. 200 OK 9. SIP INVITE IBCF/ TrGW CSCF STI-CR CVT 2. SIP INVITE 5. Private Key 7. SIP INVITE (with Identity) 8. SIP INVITE 10. SIP INVITE 11. SIP INVITE 13. Get Certificate 14. Certificate 16. Invoke Analytics 17. Result of Analytics 18. SIP INVITE (with Verification .
