Archive Authors Why Is Godliness with Contentment Great Gain Colin Smith December 26 2017 Godliness with contentment is great gain 1 Timothy 66 Godliness is a Godcentered life It grows not through the pursuit of a process but through the presence of a person Jesus Christ is the mystery of godliness 1 Timothy 316 His presence in your life is your hope of becoming the person God calls you to be Christ in you is the hope of glory Colossians 127 Contentment is finding joy in what God has given to you The opposite of contentment is greed which destroys your capacity to enjoy what God has given Contentment is a Christian grace that grows over time It does not come quickly easily or naturally Paul says I have learned to be content Philippians 412 How did he learn it He tells us I know what it is to be in need and I know what it is to hGodliness is a Godcentered life It grows not through the pursuit of a process but through the presence of a person Jesus Christ is the mystery of godliness 1 Timothy 316ave plenty I have learned the secret of being content Philippians 412 He is saying There were times when I had plenty But then God brought me to situations where I was in need And through that I learned something I discovered the secret of being content God used the experience of loss to produce the good fruit of contentment in Pauls life Have you discovered the secret of being content Jeremiah Burroughs described contentment as a rare jewel How can you find joy in what God gives you especially when it is less than you had before Burroughs has great wisdom on how to obtain this jewel A Christian comes to contentment not so much by way of addition as by way of subtraction Contentment does not come by adding to what you have but by subtracting from what you desire The world says that you will find contentment when your possessions rise to meet the level of your desires The Christian has another way to contentment that is he can bring his desires down to his possessions Great gain Godliness with contentment is great gain 1 Timothy 66 Not just gain but great gain Paul says If you have godliness with contentment it will be of huge advantage to you Why is this It has to do with the consequences of not being content Why is godliness with contentment great gain 1 You can not keep what you gain people who want to get rich v 9 If getting rich is your goal you can not keep what you gain We brought nothing into the world and we can take nothing out of it v 7 You may get rich but you can not stay rich You can not keep what you gain in this world 2 You will encounter powerful temptations People who want to get rich fall into temptation and a trap and into many foolish and harmful desires that plunge men into ruin and destruction the love of money is a root of all kinds of evil v 9 10 If you set your heart on money you expose yourself to powerful temptations that ruin many people 3 You may wander from the faith Some people eager for money have wandered from the faith v 10 In the parable of the sower our Lord speaks about seed that is choked by thorns and thistles The seed is Gods Word The thorns and thistles are the worries of this life and the deceitfulness of wealth and the desires for other things Mark 419 Money chokes the fruit of Gods Word in the lives of some people 4 You will experience great sorrow Some people eager for money have pierced themselves with many griefs v10 Money is a great servant but a terrible master If you set your heart on money money will break your heart You will not keep what you gain You will fall into powerful temptations You may wander from the faith You will pierce yourself with many griefs and sorrows Thats why godliness with contentment is great gain When you have less learn the art of contentment This rare jewel is not found when you have more but when you have less Bring your desires down to the level of your possessions Learn to enjoy what God has given more than you grieve what He has taken away Practice the art of godly contentment and you will find that it is great gain From the sermon Gospel Lifestyle in the series 10 Distinctives of a GospelCentered Church Photo Credit Unsplash Topics Christian Living The Author Colin Smith Colin Smith is the senior pastor of The Orchard Evangelical Free Church in the northwest suburbs of Chicago He has authored a number of books including Heaven How I Got Here and Heaven So Near So Far Colin is the president and teacher for Unlocking the Bible Follow him on For your gift of any amount Isaiah by the Day A New Devotional Translation

O O O O O O O B I O O O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I O O O O B I O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O B O O O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O


Ultima Online Wikis Despise Trammel News Archives Wiki Home Despise Trammel Posted on September 23 2015 by Mariah Page History Ultima Online Wiki World Dungeons Despise Trammel Where to Begin Dungeon Inhabitants Entering the War Zone Despise Artifacts The Mysterious Wisp The Mysterious Wisp is found on the left hand side of the dungeon entrance Double clicking the entity begins a conversation and opens a back pack You are corporealsentient We would deal with you There follows a series of questions and answers Corporeal You are corporeal we are not Sentient You are sentient We are sentient Deal We would learn You would teach We and you would trade Learn Teach We would learn of evil and good You would teach of evil or good Good and Evil You would guide us We would follow Guide You would show us why you fight We would join the mind of one who fights You would show us how to fightWe would command the mind of one who fights Fight In the earth here find the shrine that resonates There ask and we will join you Resonate Good or evil what resonates in you Join We will form a corporeal entity that you would touch Through touch you will command us We will obey and we will learn Command Command us to join the mind of one who fights Command us where to fight Command us when to fight Trade Collect for us the hateful putrid hearts of those who fight For those we will give you objects of magic What does it mean The corporeal entity that you will touch is a Wisp Orb The shrine that resonates is the one that matches your karma trade refers to the backpack that opens It contains randomly generated ephemeral armor and weapons which can be bought using the putrid hearts that are gained as you fight Double click the hearts to convert them into Despise Crystals the hearts will disappear converted to a figure on your Loyalty Ratings Prices in despise crystals are shown together with the items description The higher the power level of the creature killed the more hearts will be awardedYou are Where to Begin On entering the dungeon you must first find the correct shrine Negative karma characters should take the staircase downwards postive karma upwards The map below shows the location of the shrines which function as normally via the context menu to resurrect lock karma or tithe gold There are three pairs of moongates for travel between the levels also marked on the map The Wisp Orb When you reach the correct shrine double click the Ankh A Wisp Orb will appear in your pack with the message I will follow thy guidance You may only claim one Orb and thus control one creature Double clicking the Orb tells you target a creature to possess Choose your companion carefully Good creatures trained by a postive karma character can reach a maximum level 10 as can evil creatures trained by a negative karma character However evil creatures trained by a positive karma character or good creatures trained by a negative karma character can reach level 15 Choosing to change the alignment of a creature needs some care as you will be the focus of an attack from the other denizens of the level while your companion is ignored until the alignment change takes place with Your possessed creature has changed alignment It may now become more powerful and you may now add it to your army Dungeon Inhabitants Evil Creatures Good Creatures Attributes Phantom Sileni Bard Discords the boss and wisp but needs to be the main target If it is not the target it will not discord Naba Nymph Mage that can also poison the boss often deadly poison Darkmane Unicorn Melee fighter with Armor Ignore Skeletrex Sagittari Archer Its ranged attack make it a good choice if other members of the party are melee fighters Hellion Ursadane Melee fighter with Crushing Blow Echidnite Divine Guardian Melee fighter with Concussion Blow Birling blades Dendrite Melee fighter with Double Strike Prometheoid Fairy Healer Will heal pets that are nearby for a significant amount of hit points Controlling Your Creature Once you have chosen your creature double clicking the Wisp Orb gives you the following messages Target an object or creature to set the anchor Target the Wisp Orb to change the leash setting Target the possessed creature to change its aggression Use these options to control the creature toggling between them to achieve different results All creatures begin at power level one normal then gain experience as they fight You may heal your creature using either healing magery or veterinary skills Cautions When a player damages any orbcontrolled creature that player will receive retaliatory damage and will do less than normal damage to the orbcontrolled creature Orbcontrolled creatures also receive a damage bonus against players Power Levels 1 3 Normal 4 6 Improved 7 8 Heightened 9 10 Magnified 11 12 Amplified 13 14 Inspired 15 Galvanised These power levels are also the source of the army power figure shown in the Wisp Orbs menu and represent the power of the Army that is in the war zone Army Power creatures level squared so a level 8 creature will have an army power of 8 x 8 64 Three characters each having a level 10 pet in the war zone will therefore constitute an army power of 300 Entering the War Zone As you train your creature you will occasionally see the system message The Call to Arms has sounded but your forces are not yet strong enough to heed it You may chose when you feel your pet is ready to answer the call by using the context menu on the Wisp Orb This offers a choice of Conscript or Release Choose Conscript when you feel ready to move on Below you will meet creatures with higher power levels which will allow you pet gain more quickly if you can keep it alive The Call to Arms comes thus The forces of your alignment are strong and you have been called to battle You will be teleported into the depths of the dungeon within 60 seconds to heed the Call To Arms unless you release your conscripted creature or it dies This is followed after you have been teleported by further instructions You have been called to assist in a fight of good versus evil Fight your way to the Lake and defeat the enemy overlord and its lieutenants The Overlord is shielded from all attacks by players but not by creatures possessed by the Wisp Orbs You must protect your controlled creature as it fights The Lieutenants are vulnerable to your attacks If you die during this battle your possessed creature will fall Furthermore your ghost and your corpse will be teleported back to your home base Fight you way around the level building the strength of your creature before finally reaching the center where you will find your foe with his familiar Evil karma characters will fight Adrian the Glorious Lord with his Ensorcelled Wisp Good karma characters will meet Andros the Dread Lord with his Corrupted Wisp The wisps can be killed by players and are lootable but will be resummoned by the Lord Despise Artifacts Previous Post Artifacts Despise Next Post Haven Mine

O O O B O O O O O B O O O O O O O O O O O O O O O B O O O O B I O O O O B O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B O O O O O O O O O O O O O O O B O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B O O O O B O O O O


CODES NYC Building Code 2014 Dedications Chapter 1 Administration Chapter 2 Definitions Chapter 3 Use and Occupancy Classification Chapter 4 Special Detailed Requirements Based on Use and Occupancy Chapter 5 General Building Heights and Areas Separation of Occupancies Chapter 6 Types of Construction Chapter 7 Fire and Smoke Protection Features 701 General 702 Definitions 703 FireResistance Ratings and Fire Tests 704 FireResistance Rating of Structural Members 705 Exterior Walls 706 Fire Walls 707 Fire Barriers 708 Shaft Enclosures 709 Fire Partitions 710 Smoke Barriers 711 Smoke Partitions 712 Horizontal Assemblies 713 Penetrations 714 FireResistant Joint Systems 715 Opening Protectives 716 Ducts and Air Transfer Openings 717 Concealed Spaces 718 FireResistance Requirements for Plaster 719 Thermal And SoundInsulating Materials 720 Prescriptive Fire Resistance 721 Calculated Fire Resistance Chapter 8 Interior Finishes Chapter 9 Fire Protection Systems Chapter 10 Means of Egress Chapter 11 Accessibility Chapter 12 Interior Environment Chapter 13 Energy Efficiency Chapter 14 Exterior Walls Chapter 15 Roof Assemblies and Rooftop Structures Chapter 16 Structural Design Chapter 17 Structural Tests and Special Inspections Chapter 18 Soils and Foundations Chapter 19 Concrete Chapter 20 Aluminum Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Chapter 24 Glass and Glazing Chapter 25 Gypsum Board and Plaster Chapter 26 Plastic Chapter 27 Electrical Chapter 28 Mechanical Systems Chapter 29 Plumbing Systems Chapter 30 Elevators and Conveying Systems Chapter 31 Special Construction Chapter 32 Encroachments Into the Public RightOfWay Chapter 33 Safeguards During Construction or Demolition Chapter 34 Reserved Chapter 35 Referenced Standards Appendix A Reserved Appendix B Reserved Appendix C Reserved Appendix D Fire Districts Appendix E Supplementary Accessibility Requirements Appendix F Rodentproofing Appendix G FloodResistant Construction Appendix H Outdoor Signs Appendix I Reserved Appendix J Reserved Appendix K Modified Industry Standards for Elevators and Conveying Systems Appendix L Reserved Appendix M Supplementary Requirements for One And TwoFamily Dwellings Appendix N Assistive Listening Systems Performance Standards Appendix O Reserved Appendix P Type BNYC Unit Toilet and Bathing Rooms Requirements Appendix Q Modified National Standards for Automatic Sprinkler Standpipe Fire Pump and Fire Alarm Systems Appendix R Acoustical Tile and LayIn Panelceiling Suspension Systems Appendix S Supplementary Figures for Luminous Egress Path Markings Chapter 7 Fire and Smoke Protection Features Section 701 General 7011 Scope The provisions of this chapter shall govern the materials and assemblies used for structural fire resistance and fireresistancerated construction separation of adjacent spaces to safeguard against the spread of fire and smoke within a building and the spread of fire to or from buildings Section 702 Definitions 7021 Definitions The following words and terms shall for the purposes of this chapter and as used elsewhere in this code have the meanings shown herein ANNULAR SPACE The opening around the penetrating item BUILDING ELEMENT A fundamental component of building construction listed in Table 601 which may or may not be of fireresistancerated construction and is constructed of materials based on the building type of construction CEILING RADIATION DAMPER A listed device installed in a ceiling membrane of a fireresistancerated floorceiling or roofceiling assembly to limit automatically the radiative heat transfer through an air inletoutlet opening COMBINATION FIRE SMOKE DAMPER A listed device installed in ducts and air transfer openings designed to close automatically upon the detection of heat and resist the passage of flame and smoke The device is installed to operate automatically controlled by a smoke detection system and where required is capable of being positioned from a fire command center CONCEALED SPACES Enclosed spaces within partitions walls floors roofs stairs furring pipe chases and column enclosures and other similar spaces DAMPER See Ceiling radiation damper Combination fire smoke damper Fire damper and Smoke damper DRAFT STOP A material device or construction installed to restrict the movement of air within open spaces of concealed areas of building components such as crawl spaces floorceiling assemblies roofceiling assemblies and attics F RATING The time period that the through penetration firestop system limits the spread of fire through the penetration when tested in accordance with ASTM E 814 FIRE BARRIER A fireresistancerated wall assembly of materials complying with Section 707 designed to restrict the spread of fire in which continuity of the fireresistance rating is maintained FIRE DAMPER A listed device installed in ducts and air transfer openings designed to close automatically upon detection of heat and restrict the passage of flame Fire dampers are classified for use in either static systems that will automatically shut down in the event of a fire or in dynamic systems that continues to operate during a fire A dynamic fire damper is tested and rated for closure under elevated temperature airflow FIRE DOOR The door component of a fire door assembly FIRE DOOR ASSEMBLY Any combination of a fire door frame hardware and other accessories that together as an opening protective provide a specific degree of fire protection to the opening FIRE PARTITION A vertical assembly of materials complying with Section 709 designed to restrict the spread of fire in which openings are protected FIRE PROTECTION RATING The period of time that an opening protective assembly will maintain the ability to confine a fire as determined by tests prescribed in Section 715 Ratings are stated in hours or minutes FIRE RESISTANCE That property of materials or their assemblies that prevents or retards the passage of excessive heat hot gases or flames under conditions of use FIRERESISTANCE RATING The period of time a building element component or assembly maintains the ability to withstand fire exposure continues to perform a given structural function or both as determined by the tests or the methods based on tests prescribed in Section 703 FIRERESISTANT JOINT SYSTEM An assemblage of specific materials or products that are designed tested and fireresistance rated in accordance with either ASTM E 1966 or UL 2079 to resist for a prescribed period of time the passage of fire through joints made in or between fireresistancerated assemblies FIRE SEPARATION DISTANCE The distance measured from the building face to one of the following 1 The closest interior tax lot line 2 To the centerline of a street an alley or public space or 3 To an imaginary line between two buildings on the same tax lot The distance shall be measured at right angles from the face of the wall FIRE WALL A fireresistancerated smoke tight wall having protected openings which restricts the spread of fire and extends continuously from the foundation to or through the roof with sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall FIRE WINDOW ASSEMBLY A window as an opening protective constructed and glazed to give protection against the passage of fire smoke and hot gases FIREBLOCKING A building material or materials approved for use as fireblocking to resist the free passage of flame or hot gases to other areas of the building through concealed spaces FIRESTOPPING A through penetration firestop or a membrane penetration firestop FLOOR FIRE DOOR ASSEMBLY A combination of a fire door a frame hardware and other accessories installed as an opening protective in a horizontal plane which together provide a specific degree of fire protection to a through opening in a fireresistancerated floor see Section 7128 HORIZONTAL ASSEMBLY A fireresistancerated floor or roof assembly of materials designed to restrict the spread of fire in which continuity of the fireresistance rating is maintained MEMBRANE PENETRATION An opening made through one side wall floor or ceiling membrane of an assembly MEMBRANE PENETRATION FIRESTOP A material device or assemblage of specific materials or products that is designed tested and fireresistance rated to resist for a prescribed time period the passage of flame and heat through openings in a protective membrane in order to accommodate cables cable trays conduit tubing pipes or similar items MINERAL FIBER Insulation composed principally of fibers manufactured from rock slag or glass with or without binders MINERAL WOOL Synthetic vitreous fiber insulation made by melting predominantly igneous rock or furnace slag and other inorganic materials and then physically forming the melt into fibers PENETRATION FIRESTOP A through penetration firestop or a membrane penetration firestop SELFCLOSING As applied to a fire door or other opening means equipped with an approved device that will ensure closing after having been opened SHAFT An enclosed space extending through one or more stories of a building connecting vertical openings in successive floors or floors and roof SHAFT ENCLOSURE The walls or construction forming the boundaries of a shaft SMOKE BARRIER A continuous membrane either vertical or horizontal such as a wall floor or ceiling assembly that is designed and constructed in accordance with Section 710 to restrict the movement of smoke SMOKE COMPARTMENT A space within a building enclosed by smoke barriers on all sides including the top and bottom SMOKE DAMPER A listed device installed in ducts and air transfer openings that is designed to resist the passage of air and smoke The device is installed to operate automatically controlled by a smoke detection system and where required is capable of being positioned from a fire command center SMOKE PARTITION A continuous vertical assembly that is designed and constructed to restrict the movement of smoke and is not generally required to have a fireresistance rating in accordance with Section 711 T RATING The time period that the penetration firestop system including the penetrating item limits the maximum temperature rise to 325F 163C above its initial temperature through the penetration on the nonfire side when tested in accordance with ASTM E 814 THROUGH PENETRATION An opening that passes through an entire assembly THROUGHPENETRATION FIRESTOP SYSTEM An assemblage of specific materials or products that are designed tested and fireresistance rated to resist for a prescribed period of time the spread of fire through penetrations The F and T rating criteria for penetration firestop systems shall be in accordance with ASTM E 814 or UL 1479 See definitions of F rating and T rating Section 703 FireResistance Ratings and Fire Tests buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right 7031 Scope Materials prescribed herein for fire resistance shall conform to the requirements of this chapter 7032 FireResistance Ratings The fireresistance rating of building elements components or assemblies shall be determined in accordance with the test procedures set forth in ASTM E 119 or UL 263 or in accordance with Section 7033 Where materials systems or devices that have not been tested as part of a fireresistancerated assembly are incorporated into the building element component or assembly sufficient data shall be made available to the commissioner to show that the required fireresistance rating is not reduced Materials and methods of construction used to protect joints and penetrations in fireresistance rated building elements components or assemblies shall not reduce the required fireresistance rating Exception In determining the fireresistance rating of exterior bearing walls compliance with the ASTM E 119 or UL 263 criteria for unexposed surface temperature rise and ignition of cotton waste due to passage of flame or gases is required only for a period of time corresponding to the required fireresistance rating of an exterior nonbearing wall with the same fire separation distance and in a building of the same group When the fireresistance rating determined in accordance with this exception exceeds the fireresistance rating determined in accordance with ASTM E 119 or UL 263 the fire exposure time period water pressure and application duration criteria for the hose stream test of ASTM E 119 or UL 263 shall be based upon the fireresistance rating determined in accordance with this exception 70321 Nonsymmetrical Wall Construction Interior walls and partitions of nonsymmetrical construction shall be tested with both faces exposed to the furnace and the assigned fireresistance rating shall be the shortest duration obtained from the two tests conducted in compliance with ASTM E 119 or UL 263 When evidence is furnished to show that the wall was tested with the least fireresistant side exposed to the furnace subject to acceptance of the commissioner the wall need not be subjected to tests from the opposite side see Section 7055 for exterior walls 70322 Combustible Components Combustible aggregates may be integrated with other materials to form a noncombustible material provided that the entire mixture in the form in which it is to be used in construction meets the requirement of this code for noncombustible construction 70323 Restrained Classification Fireresistancerated assemblies tested under ASTM E 119 or UL 263 shall not be considered to be restrained unless evidence satisfactory to the commissioner is furnished by the registered design professional showing that the construction qualifies for a restrained classification in accordance with ASTM E 119 or UL 263 Restrained construction shall be identified on the plans 7033 Alternative Methods for Determining Fire Resistance The application of any of the alternative methods listed in this section shall be based on the fire exposure and acceptance criteria specified in ASTM E 119 or UL 263 The required fire resistance of a building element component or assembly shall be permitted to be established by any of the following methods or procedures 1 Fireresistance designs documented in approved sources 2 Prescriptive designs of fireresistancerated building elements components or assemblies as prescribed in Section 720 3 Calculations in accordance with Section 721 4 Engineering analysis based on a comparison of building element component or assemblies designs having fireresistance ratings as determined by the test procedures set forth in ASTM E 119 or UL 263 5 Alternative protection methods as allowed by rules of the department 7034 Noncombustibility Tests The tests indicated in Sections 70341 and 70342 shall serve as criteria for acceptance of building materials as set forth in Sections 6022 6023 and 6024 in Type I II III and IV construction The term noncombustible does not apply to the flame spread characteristics of interior finish or trim materials A material shall not be classified as a noncombustible building construction material if it is subject to an increase in combustibility or flame spread beyond the limitations herein established through the effects of age fabrication or erection techniques moisture or other atmospheric conditions 70341 Elementary Materials Materials required to be noncombustible shall be tested in accordance with ASTM E 136 70342 Composite Materials Materials having a structural base of noncombustible material as determined in accordance with Section 70341 with a surfacing not more than 0125 inch 318 mm thick that has a flame spread index not greater than 50 when tested in accordance with ASTM E 84 or UL 723 shall be acceptable as noncombustible materials 7035 FireResistanceRated Glazing Fireresistancerated glazing when tested in accordance with ASTM E 119 or UL 263 and complying with the requirements of Section 707 shall be permitted Fireresistancerated glazing shall bear a label or other identification showing the name of the manufacturer the test standard and the identifier WXXX where the XXX is the fireresistance rating in minutes Such label or identification shall be issued by an approved agency and shall be permanently affixed to the glazing 7036 Marking and Identification Fire walls fire barriers fire partitions smoke barriers and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling Such identification shall be located in accessible concealed floor floorceiling or attic spaces and 1 Be repeated at intervals not exceeding 30 feet 914 mm measured horizontally along the wall or partition and 2 Include lettering not less than 05 inch 127 mm in height incorporating the suggested wording FIRE ANDOR SMOKE BARRIER PROTECT ALL OPENINGS Exception Walls in Group R 2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space Section 704 FireResistance Rating of Structural Members buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right 7041 Requirements The fireresistance ratings of structural members and assemblies shall comply with this section and the requirements for the type of construction as specified in Table 601 The fireresistance ratings shall not be less than the ratings required for the fireresistancerated assemblies supported by the structural members Exception Fire barriers fire partitions smoke barriers and horizontal assemblies as provided in Sections 7075 7094 7104 and 7124 respectively 7042 Column Protection Where columns are required to be fireresistance rated the entire column shall be provided individual encasement protection by protecting it on all sides for the full column length including connections to other structural members with materials having the required fireresistance rating Where the column extends through a ceiling the encasement protection shall be continuous from the top of the foundation or floorceiling assembly below through the ceiling space to the top of the column 7043 Protection of the Primary Structural Frame Other Than Columns buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right Members of the primary structural frame other than columns that are required to have a fireresistance rating and support more than one floor or one floor and roof or support a loadbearing wall or a nonloadbearing wall more than one story high shall be provided individual encasement protection by protecting them on all sides for their full length including connections to other structural members with materials having the required fireresistance rating Exception Individual encasement protection may be omitted on those exposed sides where the extent of protection is in accordance with the required fireresistance rating as determined in Section 703 7044 Protection of Secondary Members buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right Secondary members that are required to have a fireresistance rating shall be protected by individual encasement protection by the membrane or ceiling of a horizontal assembly in accordance with Section 712 or by a combination of both 70441 LightFrame Construction King studs and boundary elements that are integral elements in loadbearing walls of lightframe construction shall be permitted to have required fireresistance ratings provided by the membrane protection provided for the loadbearing wall 7045 Truss Protection The required thickness and construction of fireresistancerated assemblies enclosing trusses shall be based on the results of fullscale tests or combinations of tests on truss components or on approved calculations based on such tests that satisfactorily demonstrate that the assembly has the required fire resistance 7046 Attachments to Structural Members The edges of lugs brackets rivets and bolt heads attached to structural members shall be protected to the highest required fireresistance rating of the members connected 7047 Reinforcing Thickness of protection for concrete or masonry reinforcement shall be measured to the outside of the reinforcement including stirrups ties and spiral reinforcing ties 7048 Embedments and Enclosures buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right Pipes wires conduits ducts or other service facilities shall not be embedded in the required fire protection of a structural member that is required to be individually encased Exception Pipes wires and conduits may be installed in the space between the required fire protection and the structural member protected provided that where such facilities pierce the required fire protection 1 the area of the penetration does not exceed two percent of the area of the fire protection on any one face 2 the penetrations are closed off with closefitting metal escutcheons or plates and 3 the concealed space is firestopped at each story 7049 Impact Protection Where the fire protective covering of a structural member is subject to impact damage from moving vehicles the handling of merchandise or other activity the fire protective covering shall be protected by corner guards or by a substantial jacket of metal or other noncombustible material to a height adequate to provide full protection but not less than 5 feet 1524 mm from the finished floor Exception Corner protection is not required on concrete columns in open or enclosed parking garages 70410 Exterior Structural Members Load bearing structural members located within the exterior walls or exposed to the outside of a building or structure shall be provided with the highest fireresistance rating as determined in accordance with the following 1 As required by Table 601 for the type of building element based on the type of construction of the building 2 As required by Table 601 for exterior bearing walls based on the type of construction and 3 As required by Table 602 for exterior walls based on the fire separation distance 70411 Lintel Protection Lintels over openings wider than 4 feet 1219 mm in masonry walls other than in walls of masonry veneer on wood frame structures shall be fire protected as required by Section 7043 when the full load over the opening is not relieved by a masonry arch of required strength Exceptions 1 The members of an assembled metal lintel that support only outer face masonry that is securely bonded or anchored to backing need not be fire protected provided that the inner members of the assembly support the full load imposed 2 The use of stone lintels in spans exceeding 4 feet 1219 mm shall not be permitted unless supplemented by fireprotected structural members or masonry arches of the required strength to support the superimposed loads 70412 Seismic Isolation Systems Fireresistance ratings for the isolation system shall meet the fireresistance rating required for the columns walls or other structural elements in which the isolation system is installed in accordance with Table 601 Isolation systems required to have a fireresistance rating shall be protected with approved materials or construction assemblies designed to provide the same degree of fire resistance as the structural element in which it is installed when tested in accordance with ASTM E 119 or UL 263 see Section 7032 Such isolation system protection applied to isolator units shall be capable of retarding the transfer of heat to the isolator unit in such a manner that the required gravity load carrying capacity of the isolator unit will not be impaired after exposure to the standard timetemperature curve fire test prescribed in ASTM E 119 or UL 263 for a duration not less than that required for the fireresistance rating of the structure element in which it is installed Such isolation system protection applied to isolator units shall be suitably designed and securely installed so as not to dislodge loosen sustain damage or otherwise impair its ability to accommodate the seismic movements for which the isolator unit is designed and to maintain its integrity for the purpose of providing the required fireresistance protection 70413 Sprayed FireResistant Materials SFRM Sprayed fireresistant materials SFRM shall comply with Sections 704131 through 704135 704131 FireResistance Rating The application of SFRM shall be consistent with the fireresistance rating and the listing including but not limited to minimum thickness and dry density of the applied SFRM method of application substrate surface conditions and the use of bonding adhesives sealants reinforcing or other materials 704132 Manufacturers Installation Instructions The application of SFRM shall be in accordance with the manufacturers installation instructions The instructions shall include but are not limited to substrate temperatures and surface conditions and SFRM handling storage mixing conveyance method of application curing and ventilation 704133 Substrate Condition The SFRM shall be applied to a substrate in compliance with Sections 7041331 through 7041332 7041331 Surface Conditions Substrates to receive SFRM shall be free of dirt oil grease release agents loose scale and any other condition that prevents adhesion The substrates shall also be free of primers paints and encapsulants other than those fire tested and listed by a nationally recognized testing agency Primed painted or encapsulated steel shall be allowed provided that testing has demonstrated that required adhesion is maintained 7041332 Primers Paints and Encapsulants Where the SFRM is to be applied over primers paints or encapsulants other than those specified in the listing the material shall be field tested in accordance with ASTM E 736 Where testing of the SFRM with primers paints or encapsulants demonstrates that required adhesion is maintained SFRM shall be permitted to be applied to primed painted or encapsulated wide flange steel shapes subject to the following conditions 1 The beam flange width of such shape may not exceed 12 inches 305 mm 2 The column flange width of such shape may not exceed 16 inches 400 mm 3 The beam or column web depth of such shape may not exceed 16 inches 400 mm and 4 The average and minimum bond strength values shall be determined based on a minimum of five bond tests conducted in accordance with ASTM E 736 Bond tests conducted in accordance with ASTM E 736 shall indicate a minimum average bond strength of 80 percent and a minimum individual bond strength of 50 percent when compared to the bond strength of the SFRM as applied to clean uncoated 1 8 inchthick 3mm steel plate 704134 Temperature A minimum ambient and substrate temperature of 40F 444C shall be maintained during and for a minimum of 24 hours after the application of the SFRM unless the manufacturers installation instructions allow otherwise 704135 Finished Condition The finished condition of SFRM applied to structural members or assemblies shall not upon complete drying or curing exhibit cracks voids spalls delamination or any exposure of the substrate Surface irregularities of SFRM shall be deemed acceptable Section 705 Exterior Walls buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right 7051 General Exterior walls shall comply with this section Exterior wall construction shall comply with the provisions of Chapter 14 and Appendix D where applicable 7052 Projections Cornices eave overhangs exterior balconies and similar projections including but not limited to fascias belt courses pilasters surrounds gutters leaders halftimber work shutters trellises which extend beyond the exterior wall shall conform to the requirements of this section and Section 1406 provided if removed or destroyed will not reduce the structural stability of the building enclosure and installed so as not to reduce the required fireresistance rating of the enclosure Exterior egress balconies and exterior exit stairways shall comply with the requirements of this section and Sections 1019 and 1026 respectively Projections shall not extend beyond the distance determined by the following three methods whichever results in the lesser projection 1 A point onethird the distance from the exterior face of the wall to the tax lot line where protected openings or a combination of protected and unprotected openings are required in the exterior wall 2 A point onehalf the distance from the exterior face of the wall to the tax lot line where all openings in the exterior wall are permitted to be unprotected or the building is equipped throughout with an automatic sprinkler system installed under the provisions of Section 70582 3 More than 12 inches 305 mm into areas where openings are prohibited Exception Buildings on the same tax lot and considered as portions of one building in accordance with Section 7053 are not required to comply with this section 70521 Type III IV or v Construction Projections from walls of Type III IV or V construction shall be of any approved material 70522 Combustible Projections Combustible projections located where openings are not permitted or where protection of openings is required shall be of at least 1hour fireresistancerated construction Type IV construction fireretardanttreated wood or as required by Section 14063 7053 Buildings on the Same Tax Lot For the purposes of determining the required wall and opening protection and roofcovering requirements buildings on the same tax lot shall be assumed to have an imaginary line between them Exception Two or more buildings on the same tax lot shall either be regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Chapter 5 for a single building Where the buildings contain different occupancy groups or are of different types of construction the area shall be that allowed for the most restrictive occupancy or construction 7054 Materials Exterior walls shall be of materials permitted by the building type of construction 7055 FireResistance Ratings Exterior walls shall be fireresistance rated in accordance with Tables 601 602 and Appendix D where applicable The fireresistance rating of exterior walls with a fireseparation distance of greater than 10 feet 3048 mm shall be rated for exposure to fire from the inside The required fireresistance rating of exterior walls with a fire separation distance of less than or equal to 10 feet 3048 mm shall be rated for exposure to fire from both sides 7056 Structural Stability The wall shall extend to the height required by Section 70511 and shall have sufficient structural stability such that it will remain in place for the duration of time indicated by the required fireresistance rating 7057 Unexposed Surface Temperature Where protected openings are not limited by Section 7058 the limitation on the rise of temperature on the unexposed surface of exterior walls as required by ASTM E 119 or UL 263 shall not apply Where protected openings are limited by Section 7058 the limitation on the rise of temperature on the unexposed surface of exterior walls as required by ASTM E 119 or UL 263 shall not apply provided that a correction is made for radiation from the unexposed exterior wall surface in accordance with the following formula where A e Equivalent area of protected openings A Actual area of protected openings A f Area of exterior wall surface in the story under consideration exclusive of openings on which the temperature limitations of ASTM E 119 or UL 263 for walls are exceeded F eo An equivalent opening factor derived from Figure 7057 based on the average temperature of the unexposed wall surface and the fireresistance rating of the wall For SI C F 32 18 FIGURE 7057 EQUIVALENT OPENING FACTOR 7058 Openings buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right Openings in exterior walls shall comply with Sections 70581 through 70587 TABLE 7058 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION m FIRE SEPARATION DISTANCE feet DEGREE OF OPENING PROTECTION ALLOWABLE AREA a 0 to less than 3 b c Unprotected Nonsprinklered UP NS Not Permitted Unprotected Sprinklered UP S i Not Permitted Protected P Not Permitted j k 3 to less than 5 d e Unprotected Nonsprinklered UP NS Not Permitted Unprotected Sprinklered UP S i 15 Protected P 15 l 5 to less than 10 e f Unprotected Nonsprinklered UP NS 10 h Unprotected Sprinklered UP S i 25 Protected P 25 l 10 to less than 15 e f g Unprotected Nonsprinklered UP NS 15 h Unprotected Sprinklered UP S i 45 Protected P 45 l 15 to less than 20 f g Unprotected Nonsprinklered UP NS 25 Unprotected Sprinklered UP S i 75 Protected P 75 l 20 to less than 25 f g Unprotected Nonsprinklered UP NS 45 Unprotected Sprinklered UP S i No Limit Protected P No Limit l 25 to less than 30 f g Unprotected Nonsprinklered UP NS 70 Unprotected Sprinklered UP S i No Limit Protected P No Limit l 30 or greater Unprotected Nonsprinklered UP NS No Limit Unprotected Sprinklered UP S i Not Required Protected P Not Required For SI 1 foot 3048 mm UP NS Unprotected openings in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903311 UP S Unprotected openings in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903311 P Openings protected with an opening protective assembly in accordance with Section 70582 a Values indicated are the percentage of the area of the exterior wall per story b For the requirements for fire walls of buildings with differing heights see Section 7066 c For openings in a fire wall for buildings on the same tax lot see Section 7068 d The maximum percentage of unprotected and protected openings shall be 25 percent for Group R 3 occupancies e Unprotected openings shall not be permitted for openings with a fire separation distance of less than 15 feet for Group H2 and H3 occupancies f The area of unprotected and protected openings shall not be limited for Group R 3 occupancies as applicable in Section 1012 with a fire separation distance of 5 feet or more g The area of openings in an open parking structure with a fire separation distance of 10 feet or greater shall not be limited h Includes buildings accessory to Group R 3 i Not applicable to Group H1 H2 and H3 occupancies j Protected openings through a wall or walls between buildings shall comply with Section 7058 k Protected openings within a fire separation distance of 3 feet or less are permitted for Occupancy Groups R2 and R3 provided such openings do not exceed 10 percent of the area of the façade of the story in which they are located These openings shall not be credited towards meeting any mandatory natural light or ventilation requirements unless they also comply with applicable provisions of Chapter 12 and the Zoning Resolution l In Group R 2 and R3 occupancies with an exterior separation distance greater than 3 feet openings shall be in accordance with percentages indicated as Protected Classification of Opening in Table 7058 However such openings shall not be required to be protected m Upon special application the commissioner may permit exterior wall openings to be constructed in excess of the permitted area established by Table 7058 provided that such openings are protected and provided that at the time of their construction they are located at least 60 feet in a direct line measured at any angle including vertically and horizontally from any neighboring building unless otherwise permitted by Section 7053 for buildings on the same tax lot The construction class of the neighboring building shall not be factored into the measurement of the distance between the openings and adjoining building If any neighboring building is later altered or constructed to come within the above distance limitation the affected exterior openings shall immediately be closed with construction meeting the fireresistancerating requirements for exterior wall construction of the building in which they are located Such additional openings shall not be credited toward meeting any of the mandatory natural light or ventilation requirements unless they also comply with applicable provisions of Chapter 12 and the New York City Zoning Resolution 70581 Allowable Area of Openings The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 7058 Exceptions 1 In other than Group H occupancies unlimited unprotected openings are permitted in the first story above grade either 11 Where the wall faces a street and has a fire separation distance of more than 15 feet 4572 mm or 12 Where the wall faces an unoccupied space the unoccupied space shall be on the same tax lot or dedicated for public use shall not be less than 30 feet 9144 mm in width and shall have access from a street by a posted fire lane in accordance with the New York City Fire Code 2 Buildings whose exterior bearing walls exterior nonbearing walls and exterior primary structural frame are not required to be fireresistance rated shall be permitted to have unlimited unprotected openings 70582 Protected Openings Where openings are required to be protected fire doors and fire shutters shall comply with Section 7154 and fire window assemblies shall comply with Section 7155 Exception Opening protectives are not required where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903311 and the exterior openings are protected by a water curtain using automatic sprinklers approved for that use The sprinklers and the water curtain shall be installed in accordance with NFPA 13 as modified in Appendix Q 70583 Unprotected Openings Where unprotected openings are permitted windows and doors shall be constructed of any approved materials Glazing shall conform to the requirements of Chapters 24 and 26 70584 Mixed Openings Where both unprotected and protected openings are located in the exterior wall in any story of a building the total area of the openings shall be determined in accordance with the following formula where A p Actual area of protected openings or the equivalent area of protected openings A e see Section 7057 a p Allowable area of protected openings A u Actual area of unprotected openings a u Allowable area of unprotected openings 70585 Vertical Separation of Openings Openings in exterior walls in adjacent stories shall be separated vertically to protect against fire spread on the exterior of the buildings where the openings are within 5 feet 1524 mm of each other horizontally Such openings shall be separated vertically at least 3 feet 914 mm by spandrel girders exterior walls or other similar assemblies that have a fireresistance rating of at least 1 hour or by flame barriers that extend horizontally at least 30 inches 762 mm beyond the exterior wall and that are at least as wide as the opening Flame barriers shall also have a fireresistance rating of at least 1 hour The unexposed surface temperature limitations specified in ASTM E 119 or UL 263 shall not apply to the flame barriers or vertical separation unless otherwise required by the provisions of this code Where a curtain wall assembly is used on the exterior wall the intersection between the floor assembly and curtain wall assembly shall be protected in accordance with Section 7134 Exceptions 1 This section shall not apply to buildings that are three stories or less above grade plane 2 This section shall not apply to buildings equipped throughout with an automatic sprinkler system in accordance with Section 903311 or 903312 3 This section shall not apply to open parking garages 4 This section shall not apply to Occupancy Group A E I or R 5 This section shall not apply where the opening in the lower story is a protected opening with a fire protection rating of at least 3 4 hour 70586 Vertical Exposure For buildings on the same tax lot opening protectives shall be provided in every opening that is less than 15 feet 4572 mm vertically above the roof of an adjacent building or adjacent structure based on assuming an imaginary line between them The opening protective are required where the fire separation distance between the imaginary line and the adjacent building or structure is less than 15 feet 4572 mm Exceptions 1 Opening protectives are not required where the roof assembly of the adjacent building or structure has a fireresistance rating of not less than 1 hour for a minimum distance of 10 feet 3048 mm from the exterior wall facing the imaginary line and the entire length and span of the supporting elements for the fireresistancerated roof assembly has afireresistance rating of not less than 1 hour 2 Buildings on the same tax lot and considered as portions of one building in accordance with Section 7053 are not required to comply with Section 70586 7059 Joints Joints made in or between exterior walls required by this section to have a fireresistance rating shall comply with Section 714 Exception Joints in exterior walls that are permitted to have unprotected openings 70591 Voids The void created at the intersection of a floorceiling assembly and an exterior curtain wall assembly shall be protected in accordance with Section 7144 70510 Ducts and Air Transfer Openings Penetrations by air ducts and air transfer openings in fireresistancerated exterior walls required to have protected openings shall comply with Section 716 Exception Foundation vents installed in accordance with this code are permitted 70511 Parapets Parapets shall be provided on exterior walls of buildings Exceptions A parapet need not be provided on an exterior wall where any of the following conditions exist 1 The wall is not required to be fireresistance rated in accordance with Table 602 because of fire separation distance 2 The building has an area of not more than 1000 square feet 93 m 2 on any floor 3 Walls that terminate at roofs of not less than 2hour fireresistancerated construction 4 Onehour fireresistancerated exterior walls that terminate at the underside of the roof sheathing deck or slab provided that the entire building is covered with a Class A roof covering Such roof shall not have openings located within 10 feet 3048 mm of the 1hour fireresistancerated exterior wall and not within 5 feet 1524 mm for Groups R and U 41 Where the roofceiling framing elements are parallel to the walls such framing and elements supporting such framing shall not be of less than 1hour fireresistancerated construction for a width of 4 feet 1219 mm measured from the interior side of the wall for Groups R and U and 10 feet 3048 mm for other occupancies or 42 Where roofceiling framing elements are not parallel to the wall the entire span of such framing and elements supporting such framing shall not be of less than 1hour fireresistancerated construction 5 In occupancies of Groups R2 and R3 both provided with a Class A or B roof covering the exterior wall shall be permitted to terminate at the roof sheathing or deck in Type III IV and V construction provided 51 The roof sheathing or deck is constructed of approved noncombustible materials or of fireretardanttreated wood for a distance of 4 feet 1219 mm from the perimeter or 52 The roof is protected with 0625inch 16 mm Type X gypsum board directly beneath the underside of the roof sheathing or deck supported by a minimum of nominal 2inch 51 mm ledgers attached to the sides of the roof framing members for a minimum distance of 4 feet 1219 mm 6 Where the wall is permitted to have at least 25 percent of the exterior wall areas containing unprotected openings based on fire separation distance as determined in accordance with Section 7058 705111 Parapet Construction Parapets shall have the same fireresistance rating as that required for the supporting wall and on any side adjacent to a roof surface shall have noncombustible faces for the uppermost 18 inches 457 mm including counterflashing and coping materials The height of the parapet shall not be less than 30 inches 762 mm above the point where the roof surface and the wall intersect Where the roof slopes toward a parapet at a slope greater than two units vertical in 12 units horizontal 167percent slope the parapet shall extend to the same height as any portion of the roof within a fire separation distance where protection of wall openings is required but in no case shall the height be less than 30 inches 762 mm 70512 Portions of a Building Cantilevered Over Existing Buildings Where a portion of a building is cantilevered over an adjacent building or tax lot by a horizontal distance greater than 1 foot 305 mm the cantilevered portions shall be protected with construction that conforms to a fire engineering analysis acceptable to the commissioner that conforms to Section 705121 In no case shall the protection for structural elements and horizontal assemblies be less than required for the construction class of the building In no case shall the fireresistance rating of exterior walls and the limitations for openings be less than required for a lot line condition pursuant to Table 7058 including Note m 705121 Analysis The analysis shall demonstrate that all portions of the building that cantilever will withstand the anticipated effects of a design fire in accordance with generally accepted fire engineering principles with respect to at least all of the following building elements 1 The structural supports and frame of the cantilevered portion of the building 2 The underside projecting assemblies of the cantilevered portion of the building and 3 The exterior walls and openings on all sides of the cantilevered portion of the building 7051211 Criteria With respect to the design fire within the existing building over which the proposed building is cantilevered the analysis shall include a scenario to burnout where any active fire suppression systems do not operate the fire department does not intervene all interior vertical compartmentation including at the entrances to the stairways has been removed and the fuel loading exceeds what is normally expected for the current occupancy by a factor of safety acceptable to the commissioner Where there is no existing building below the cantilever or where the existing building below the cantilever is significantly underbuilt the commissioner may require additional data and analysis 705122 Fire Department Access to Buildings and Roofs The applicant shall submit to the department an approval from the Fire Department that the proposed cantilever complies with applicable provisions of the New York City Fire Code with respect to access to buildings and roofs Section 706 Fire Walls 7061 General Each portion of a building separated by one or more fire walls that comply with the provisions of this section shall be considered a separate building The extent and location of such fire walls shall provide a complete separation Where a fire wall also separates occupancies that are required to be separated by a fire barrier wall the most restrictive requirements of each separation shall apply Concealed spaces in cornices and eaves shall comply with the provisions of Section 70522 70611 Party Walls Any wall located on a property line between adjacent buildings which is used or adapted for joint service between the two buildings shall be constructed as a fire wall in accordance with Section 706 and shall create separate buildings Exception Openings in a party wall separating an anchor building and a mall shall be in accordance with Section 40273 70612 Walls Separating Attached One And TwoFamily Dwellings Attached one and two family dwellings shall be separated by walls constructed in accordance with Section 706 or Appendix M 7062 Structural Stability Fire walls shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall for the duration of time indicated by the required fireresistance rating 7063 Materials Fire walls shall be constructed of any approved noncombustible materials 7064 FireResistance Rating Fire walls shall have a fireresistance rating of not less than that required by Table 7064 TABLE 7064 FIRE WALL FIRERESISTANCE RATINGS GROUP FIRERESISTANCE RATING hours A B E H4 I R1 R2 U 3 a F1 H3 b H5 M S1 3 H1 H2 4 b F2 S2 R3 2 a Walls shall be not less than 2hour fireresistance rated where separating buildings of Type II or V construction b For Group H1 H2 or H3 buildings also see Sections 4154 and 4155 7065 Horizontal Continuity Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches 457 mm beyond the exterior surface of exterior walls Exceptions 1 Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided the exterior wall has a fireresistance rating of at least 1 hour for a horizontal distance of at least 4 feet 1219 mm on both sides of the fire wall Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3 4 hour 2 Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing exterior siding or other noncombustible exterior finishes provided the sheathing siding or other exterior noncombustible finish extends a horizontal distance of at least 4 feet 1219 mm on both sides of the fire wall 3 Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903311 or 903312 70651 Exterior Walls Where the fire wall intersects the exterior walls the fireresistance rating and opening protection of the exterior walls shall comply with one of the following 1 The exterior walls on both sides of the fire wall shall have a 1hour fireresistance rating with 3 4 hour protection where opening protection is required by Section 7058 The fireresistance rating of the exterior wall shall extend a minimum of 4 feet 1219 mm on each side of the intersection of the fire wall to exterior wall Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees 314 rad do not need exterior wall protection 2 Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 7055 and 7058 Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees 314 rad 70652 Horizontal Projecting Elements Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies roof overhangs canopies marquees and architectural projections that are within 4 feet 1219 mm of the fire wall Exceptions 1 Horizontal projecting elements without concealed spaces provided the exterior wall behind and below the projecting element has not less than 1hour fireresistancerated construction for a distance not less than the depth of the projecting element on both sides of the fire wall Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3 4 hour 2 Noncombustible horizontal projecting elements with concealed spaces provided a minimum 1hour fireresistancerated wall extends through the concealed space The projecting element shall be separated from the building by a minimum of 1hour fireresistancerated construction for a distance on each side of the firewall equal to the depth of the projecting element The wall is not required to extend under the projecting element where the building exterior wall is not less than 1hour fireresistance rated for a distance on each side of the firewall equal to the depth of the projecting element Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3 4 hour 3 For combustible horizontal projecting elements with concealed spaces the fire wall need only extend through the concealed space to the outer edges of the projecting elements The exterior wall behind and below the projecting element shall be of not less than 1hour fireresistancerated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall Openings within such exterior walls shall be protected by opening protectives having a fireprotection rating of not less than 3 4 hour 7066 Vertical Continuity Fire walls shall extend from the foundation through the roof to form a parapet at least 30 inches 762 mm in height Such parapet shall in no event extend to a point less than 4 inches 102 mm above the highest point of peaked or gabled roof Exceptions 1 Where a 2hour fire wall is permitted in accordance with Table 7064 such wall shall be permitted to terminate at the underside of the roof sheathing deck or slab provided 11 The lower roof assembly within 4 feet 1219 mm of the wall has not less than a 1hour fireresistance rating and the entire length and span of supporting elements for the rated roof assembly has a fireresistance rating of not less than 1 hour and 12 Openings in the roof shall not be located within 4 feet 1219 mm of the fire wall and 13 Each building shall be provided with not less than a Class A roof covering 2 In buildings of Type I or II construction fire walls shall be permitted to terminate at the underside of noncombustible roof sheathing deck or slabs where both buildings are provided with not less than a Class A roof covering Openings in the roof shall not be located within 4 feet 1219 mm of the fire wall 3 In buildings of Type III IV and V construction fire walls shall be permitted to terminate at the underside of noncombustible roof sheathing or decks provided 31 There are no openings in the roof within 4 feet 1219 mm of the fire wall and 32 The roof is covered with a minimum Class A roof covering 4 Buildings located above a parking garage designed in accordance with Section 5102 shall be permitted to have the fire walls for the buildings located above the parking garage extend from the horizontal separation between the parking garage and the buildings 7067 Combustible Framing in Fire Walls Adjacent combustible members entering into a concrete or masonry firewall from opposite sides shall not have less than a 4inch 102 mm distance between embedded ends Where combustible members frame into hollow walls or walls of hollow units hollow spaces shall be solidly filled for the full thickness of the wall and for a distance not less than 4 inches 102 mm above below and between the structural members with noncombustible materials approved for fireblocking 7068 Openings Each opening through a fire wall a party wall or a through wall between two buildings shall be protected in accordance with Section 7154 and shall not exceed 156 square feet 15 m 2 with no dimension greater than 12 feet 3658 mm The aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall Exception Openings shall not be limited to 156 square feet 15 m 2 where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903311 However the aggregate width of all openings at any one floor level shall not exceed 25 percent of the length of the wall 7069 Penetrations Penetrations through fire walls shall comply with Section 713 70610 Joints Joints made in or between fire walls shall comply with Section 714 70611 Ducts and Air Transfer Openings Ducts and air transfer openings shall not penetrate fire walls Exception Penetrations by ducts and air transfer openings of fire walls that are not on a tax lot line shall be allowed provided the penetrations comply with Section 716 The size and aggregate width of all openings shall not exceed the limitations of Section 7068 Section 707 Fire Barriers buildings bulletin Linked Resources Available This section has been clarified by a buildings bulletin issued by the Department of Buildings Learn more in the Linked Resources panel on the right 7071 General Fire barriers installed as required elsewhere in this code or the New York City

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O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 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O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 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O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 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O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 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Welcome to UPG Services UPG Services is your onestop source for accessing the services provided by University of Pittsburgh Greensburg Use your Pitt username the same one as the first part of your Pitt Email account and password to access the UPG Services system in the Login Panel to the left If you need your password reset you will need to reset it at myPittedu If this is your first time using the UPG Services system please fill in the brief amount of information after successfully logging on so that we may better serve you in the future If you have any questions or concerns please feel free to contact the following departments Computer Center Front Desk 7248369925 Audio Visual System Jeff Antal 7248369872 or jta3pittedu Maintenance Linda Soltis 7248367189 or lus13pittedu

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Carlos_7538 Galaxy Options 05312018 0826 AM Re Poor Battery life on my Gear S3 Frontier Go to settings on the watch choose Samsung health scroll down to heart rate tap heart rate tap on the 3 dots select gear wheel scroll down never check heart rate and select 0 This Helped Me usercGk7qB1Tdr Asteroid Options 06212018 0838 PM Re Poor Battery life on my Gear S3 Frontier If anyone is getting terrible battery life and the top app is Samsung Health turn off health data sync One of the updates jacked it up and now I think it constantly syncs when on auto instead of when idle and charging like the gear backup does On your phone its under Samsung Health settings click your account email then disable auto sync Turned it off and back to 2 days battery with everything on 2 This Helped Me SamsungAdam Samsung Moderator Options 06212018 0846 PM Re Poor Battery life on my Gear S3 Frontier usercGk7qB1Tdr thank you for sharing 0 This Helped Me Classicrockr Constellation Options 07242018 0921 AM Re Poor Battery life on my Gear S3 Frontier Figured things out After seeing that Settings had drained 40 of my battery today I realized that when I adjusted something in the settings this morning that the settings feature was still open running in the background I didnt realize that Settings acted like an app How many of us actually close out apps after we use them I know leaving a lot of apps running in the background drains my phone quickly so it stands to reason that the same thing would happen with the watch So it seems that Settings being left open in the background eats a horrendous amount of power Every time I adjust a setting Im going to make sure to go into Apps then press Close all Cant believe that I didnt think of this before Doh 0 This Helped Me userTL2sOill1d Astronaut Options 08052018 0237 PM Re Poor Battery life on my Gear S3 Frontier I wish my would have done that I let my battery run all the way down or shut itself off and its still only staying charged for like 1 day sometimes like 12 hours 0 This Helped Me userwZQpLwsI5l Astronaut Options 08082018 0836 PM Re Poor Battery life on my Gear S3 Frontier Im so glad I found that tip about S Health auto syncing I just got an S3 Frontier LTE a couple days ago and the battery was so horrible I was considering returning it and trying an Apple Watch I turned off the auto sync and what an improvement At 830pm yesterday it was already back on the charger Tonight it still has 55 battery remaining and that was after shutting down the auto sync around noon 0 This Helped Me userpzwXdACyGm Astronaut Options 08162018 0212 PM Re Poor Battery life on my Gear S3 Frontier How do you reset the watch Is it done on the phone being used Do you lose any purchased Apps Watch routinely down to approx 32 by 300 each day Cant even capture all of my exersise much less sleep patterns 0 This Helped Me

O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O O B I I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O


MISUMI Home Wiring Components LANNetwork cable LAN Connector LAN Connector RJ45 Modular Plug For Industrial Use 4 Pins How can we improve RJ45 Modular Plug For Industrial Use 4 Pins 3M RJ45 modular plug for industrial use 4 pins with a 29 mm compact size Features LAN connector conforming to Cat5 compatible 4core cables used for industrial Ethernet such as EtherCAT PROFINET FLNET etc Can be assembled without dedicated tools simplifying onsite installation Uses the pressure welding wire connection method eliminating the need to remove wire sheathing Robust structure with a latch break prevention mechanism and a 4sided shield Applications Connector for easy onsite wire connection of various Cat5 doubleshield cables Enables streamlined wiring of industrial Ethernet cables without extra length Part Number 3R1041110000 AM Download Product Details Part Numbers 30 45 60 1 Part Number 3R1041110000 AM Volume Discount Days to Ship Notes 4 Days or more Cable ground A braided shield or drain wires are required as connections for the ground 1 Basic Information Type Plug Category CAT5 Shield Present STP Applicable cable line type Strand wire Color Black Functions Toolless Applicable stranded cable AWG22 7ply Applicable cable outer diameter Φmm 65 or less Rated voltageV 24 VACVDC or less Rated currentA 10 maximum Material Copper alloy contact section Please check the typedimensionsspecifications of the part 3R1041110000 AM in the RJ45 Modular Plug For Industrial Use 4 Pins series Configure Completed SpecificationDimensions The specifications and dimensions of some parts may not be fully covered For exact details refer to manufacturer catalogs Tech Support Technical Inquiry

O O O O O O O O O O B I I O B I B I O O O O B I I O B I B I O B I I O B I B I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O B I I O B I B I O O O O O O O O O O O O O O O O O O O O O O O O O O O