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Section 07840 - Firestopping Section 07841 - Firestop (Pens) Section 07842 - Firestop (Joints)
 

Construction Joint Firestop Systems Details

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UL DetailTrade DetailDescriptionF-RatingProduct(s)
HW-D-0042HWD0042u.pdf Gypsum wall to concrete over fluted metal deck w/ optional fireproofing (top-of-wall) (Max JW = 1") 1 or 2-hr CFS-SP WB
HW-D-0045HWD0045k.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) 1 or 2- hr CP 606
HW-D-0046HWD0046j.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (Max JW = 3/4") 1 or 2-hr CP 601S
CFS-SILGG
HW-D-0049HWD0049u.pdf Gypsum wall to concrete over metal deck w/ optional fireproofing (top-of-wall) (Max JW = 1") 1 or 2-hr CFS-SP WB
HW-D-0060HWD0060_060613.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) 1, 2, or 3-Hr FS-ONE
HW-D-0061HWD0061_060613.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) 1,2, or 3-Hr FS-ONE
HW-D-0076HWD0076h.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (Max JW = 3/4") 1 or 2-hr CP 601S
CFS-SILGG
HW-D-0077HWD0077m.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) 1 or 2-hr CP 606
HW-D-0080HWD0080f.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (Max JW = 3/4") 2-hour CP 601S
CFS-SILGG
HW-D-0081HWD0081g.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) 2-hour CP 606
HW-D-0082HWD0082e.pdf Gypsum wall to concrete floor (top-of-wall) (Max JW = 3/4") 1 or 2- hr CP 601S
CFS-SILGG
HW-D-0083HWD0083k.pdf Gypsum wall to concrete floor or hollow core (top-of-wall) 1 or 2-hr CP 606
HW-D-0084HWD0084j.pdf Gypsum wall to concrete over metal deck (top-of-wall) (Max JW = 3/4") 1 or 2-hr CP 601S
CFS-SILGG
HW-D-0085HWD0085n.pdf Gypsum wall to concrete over metal deck (top-of-wall) 1 or 2-hr CP 606
HW-D-0087HWD0087s.pdf Gypsum wall to concrete over metal deck w/ optional fireproofing (top-of-wall) (Max. JW=2") 1 or 2-hr CFS-SP WB
HW-D-0089HWD0089s.pdf Gypsum wall to concrete over metal deck w/ optional fireproofing (top-of-wall) (Max. JW=2") 1 or 2-hr CFS-SP WB
HW-D-0097HWD0097g.pdf Concrete or block wall to concrete floor joint (top-of-wall) 2-hour CP 672
CFS-SP WB
HW-D-0098HWD0098m.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (penetrations in flutes) (Max. JW=1") 1 and 2-hour CP 672
CFS-SP WB
HW-D-0106HWD0106k.pdf Gypsum wall to concrete floor or hollowcore (top-of-wall) (Max. JW=2") 1 or 2-hr CFS-SP WB
HW-D-0118HWD0118_122713.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (FIRE TRAK) 1 or 2-Hr CP 601S
CP 606
CFS-SP WB
CFS-SILGG
HW-D-0119HWD0119_121913.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) (FIRE TRAK) 1,2, or 3-Hr CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-0120HWD0120_122313.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) (FIRE TRAK) 1,2, or 3-Hr CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-0154HWD0154h.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (Max. JW=3/4") 1 or 2-hr CP 606
HW-D-0155HWD0155e.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (Max. JW=3/4") 2-hour CP 606
HW-D-0181HWD0181f.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (Max. JW=1") 2-hour CFS-SP WB
HW-D-0184HWD0184j.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (Max. JW=3/4") 1 or 2-hr CP 601S
CP 606
CFS-SILGG
HW-D-0190HWD0190e.pdf Gypsum wall to concrete over metal deck w/ spray-on fireproofing completely filling flutes (top-of-wall) (Max. JW=2") 1 or 2-hr CFS-SP WB
HW-D-0209HWD0209j.pdf Gypsum wall to concrete floor or hollow core (top-of-wall) (Max. JW=1") 1 or 2-hr CP 601S
CP 606
CFS-SILGG
HW-D-0218HWD0218j.pdf Gypsum wall to concrete over fluted metal deck with structural steel beams or bar joists penetrating wall (top-of-wall) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0225HWD0225b.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (Max. JW=2-1/4") 2-hour CP 606
HW-D-0258HWD0258f.pdf Concrete or block wall to concrete over fluted metal deck with structural steel beams or bar joists penetrating wall (top-of-wall) (Max JW=1") 2-hour CP 672
CFS-SP WB
HW-D-0259HWD0259m.pdf Gypsum wall to bottom of fire-proofed steel I-beam to concrete over metal deck (Max. JW=1") 1 or 2-hr CFS-SP WB
HW-D-0264HWD0264g.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) (offset flutes) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0268HWD0268d.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=1") ( no mineral wool)(backer rod optional) 2-hour CP 606
HW-D-0285HWD0285e.pdf Concrete or block wall to concrete over fluted metal roof deck (top-of-wall) (stuff/spray/stuff/spray) (Max. JW=2") 2-hour CP 672
CFS-SP WB
HW-D-0286HWD0286e.pdf Concrete or block wall to concrete over fluted metal roof deck (top-of-wall) (stuff/spray/stuff/spray) (Max. JW=2") 2-hour CP 672
HW-D-0292HWD0292e.pdf Gypsum Wall to concrete over fluted metal roof deck (top-of-wall) (perpendicular) (Max. JW=1") 1,2,3, or 4-hr CFS-SP WB
HW-D-0294HWD0294d.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (perpendicular) (Max. JW=1") 4-hour CP 672
CFS-SP WB
HW-D-0295HWD0295d.pdf Gypsum Wall to concrete over fluted metal roof deck (top-of-wall) (parallel) (Max. JW=1") 1,2,3, or 4-hr CFS-SP WB
HW-D-0296HWD0296c.pdf Concrete Wall to concrete over fluted metal roof deck (top-of-wall) (parallel) (Max. JW=1") 4-hour CP 672
CFS-SP WB
HW-D-0313HWD0313e.pdf Gypsum wall to concrete over metal deck w/ spray-on fireproofing completely filling flutes and joint (top-of-wall) (Max. JW=3/4") 2-hour CFS-SP WB
HW-D-0324HWD0324d.pdf Gypsum Wall to concrete over fluted metal roof deck (top-of-wall) (perpendicular) (Max. JW=3/4") 1 or 2hr CP 606
HW-D-0342HWD0342g.pdf Gypsum shaft wall to concrete floor (Max. JW=1") 2 hour CP 606
HW-D-0388HWD0388g.pdf Gypsum wall to concrete over metal deck with one side inaccessible due to structural member (Max. JW=1-1/2") 1 or 2 hour CFS-SP WB
HW-D-0389HWD0389f.pdf Concrete or block wall to concrete over metal deck with one side inaccessible due to structural member (Max. JW=1") 2 hour CFS-SP WB
HW-D-0396HWD0396e.pdf Gypsum wall to concrete over fluted metal roof deck (offset to flute) (Max. JW=3/4") 1 or 2 Hour CP 606
CFS-SP WB
HW-D-0403HWD0403a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=2") 3-hour CP 606
HW-D-0440HWD0440d.pdf Concrete or block wall to bottom of fire-proofed steel I-beam to concrete over metal deck (Max. JW=2") 2-hour CP 672
CFS-SP WB
HW-D-0460HWD0460d.pdf Gypsum wall to conrete over metal deck (top-of-wall) (perpendicular) (Max. JW=3/4") (The Steel Network) 1 or 2 Hr CFS-SP WB
HW-D-0466HWD0466c.pdf Gypsum wall to conrete floor joint (top-of-wall) (Max. JW=3/4") (The Steel Network) 1 or 2 Hr CP 672
CFS-SP WB
HW-D-0516HWD0516a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=1") 2-hour CP 606
CP 767
HW-D-0528HWD0528_122713.pdf Gypsum wall to insulated roof deck (top-of-wall) (Max. JW=2") 1-hour CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-0529HWD0529_122713.pdf Gypsum wall to insulated roof deck (top-of-wall) (Max. JW=2") 1-hour CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-0530HWD0530_122713.pdf Gypsum wall to insulated roof deck (top-of-wall) (Max. JW=2") 1-hour CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-0538HWD0538d.pdf Gypsum wall to concrete over metal deck (top-of-wall) (perpendicular) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0539HWD0539e.pdf Gypsum wall to concrete floor over metal deck (top-of-wall) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0540HWD0540d.pdf Gypsum wall to concrete (top-of-wall) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0541HWD0541d.pdf Gypsum wall to concrete over metal deck (top-of-wall) (perpendicular) (Max. JW=3/4") 2-hour CFS-SP WB
HW-D-0542HWD0542d.pdf Gypsum shaft wall to concrete over metal deck (top-of-wall) (parallel) (Max. JW=3/4") 2-hour CFS-SP WB
HW-D-0545HWD0545b.pdf Gypsum wall to concrete over metal deck (top-of-wall) (perpendicular) (Max. JW=3/4") 1 or 2-hr CP 606
CP 672
CFS-SP WB
HW-D-0564HWD0564c.pdf Gypsum wall to concrete over metal deck (top-of-wall) (perpendicular) (Penetrations through flutes) (Max. JW=2") 1 or 2-hr CP 672
CFS-SP WB
HW-D-0569HWD0569d.pdf Gypsum shaft wall to concrete over metal deck (top-of-wall) (perpendicular) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0570HWD0570c.pdf Gypsum shaft wall to concrete over metal deck (top-of-wall) (parallel) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0571HWD0571c.pdf Gypsum shaft wall to bottom of fireproofed steel beam to concrete over metal deck (top-of-wall) (parallel) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0572HWD0572b.pdf Gypsum shaft wall to flat concrete (top-of-wall) (Max. JW=1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0605HWD0605a.pdf Gypsum wall to concrete or hollow core floor (with max. 2" CPVC pipe through joint) (top of wall) 1 or 2 hr CP 606
CP 648-E
HW-D-0632HWD0632_122713.pdf Gypsum wall to concrete floor (utilizes Blazeframe BST or BSTE slotted ceiling runner) (Max JW = 1") 1 or 2 Hour CP 601S
CFS-SILGG
HW-D-0633HWD0633_122713.pdf Gypsum wall to concrete floor over metal deck (utilizes Blazeframe Flute Cover) (Max JW = 1") 1 or 2 Hour CP 601S
CFS-SP WB
CFS-SILGG
HW-D-0634HWD0634a.pdf Gypsum Wall to bottom of offset I beam with Z-bar extensions (Max JW = 1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0635HWD0635a.pdf Gypsum Wall to bottom of offset I beam with Z-bar extensions w/ additional gypsum (Max JW = 1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0636HWD0636a.pdf Gypsum Shaft Wall to bottom of offset I beam with Z-bar extensions (Max JW = 1-1/2") 1 or 2-hr CFS-SP WB
HW-D-0639HWD0639_120313.pdf Gypsum wall to concrete over metal deck with one side inaccessible due to structural member (Max JW = 1-1/2")   CFS-SP WB
HW-D-0640HWD0640_120313.pdf Gypsum shaft wall to concrete over metal deck with one side inaccessible due to structural member (Max JW = 1-1/2") 1 or 2-Hr CFS-SP WB
HW-D-0654HWD0654a.pdf Gypsum wall to concrete floor or hollow core (top-of-wall) 1 or 2 hr CP 606
HW-D-0687HWD0687b.pdf Gypsum wall to concrete over metal deck (parallel)(cantilevered runner) (Max JW = 1-1/2") 1 or 2 Hour CFS-SP WB
HW-D-0702HWD0702a.pdf Gypsum wall to concrete floor or hollow core (top-of-wall) (Max JW = 1") 1 or 2 Hour CFS-SILGG
HW-D-0703HWD0703a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max JW = 1") 2-Hour CFS-SILGG
HW-D-0704HWD0704a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max JW = 1") 2-Hour CFS-SILGG
HW-D-1008HWD1008h.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=3-1/2") 3-hour CP 601S
CFS-SILGG
HW-D-1009HWD1009f.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=3-3/4") 2-hour CP 606
MW
HW-D-1011HWD1011_122313.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) 1,2, or 3-Hr CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-1012HWD1012_122313.pdf Gypsum wall to concrete over fluted metal deck or flat concrete (top-of-wall) 1,2 or 3-Hr CP 601S
CP 606
FS-ONE
CFS-SILGG
HW-D-1020HWD1020_013113.pdf Gypsum wall to concrete over fluted metal deck (top-of-wall) 1 or 2-Hr FS-ONE
CFS-SP WB
HW-D-1037HWD1037d.pdf Concrete or block wall to concrete over fluted metal deck (top-of-wall) (Max. JW=3-1/2") 2-hour CFS-SP WB
HW-D-1041HWD1041e.pdf Concrete or block wall to concrete over metal deck w/ spray-on fireproofing completely filling flutes (top-of-wall) (Max. JW=3-1/2") 2-hour CP 672
MW
CFS-SP WB
HW-D-1042HWD1042b.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max. JW=2") 4-hour CP 601S
MW
CFS-SILGG
HW-D-1044HWD1044b.pdf Concrete or block wall to concrete over fluted metal deck w/ steel bracing (top-of-wall) (Max. JW=3-1/2") 2-hour CFS-SP WB
HW-D-1045HWD1045c.pdf Concrete or block wall to concrete floor w/ steel bracing (top-of-wall) (Max. JW=3-1/2") 2-hour CP 672
MW
CFS-SP WB
HW-D-1058HWD1058b.pdf Concrete or block wall to concrete floor (Max. JW=3-1/4") 3-hour CP 672
MW
CFS-SP WB
HW-D-1066HWD1066c.pdf Gypsum wall perpendicular to fluted metal deck (Max. JW=2-1/2") 1 or 2 Hr CFS-SP WB
HW-D-1067HWD1067c.pdf Gypsum wall parallel to fluted metal deck (Max. JW=2-1/2") 1 or 2 Hr CP 767
CFS-SP WB
HW-D-1068HWD1068c.pdf Gypsum wall to underside of flat concrete (Max. JW=2-1/2") 1 or 2 Hr CFS-SP WB
HW-D-1069HWD1069b.pdf Block wall perpendicular/parallel to fluted metal deck (Max. JW=2-1/2") 1 or 2 Hr CP 672
CFS-SP WB
HW-D-1070HWD1070b.pdf Block wall to underside of flat concrete (Max. JW=2-1/2") 1 or 2 Hr CP 672
CFS-SP WB
HW-D-1078HWD1078a.pdf Block wall to underside of flat concrete (Max. JW=3") 2-hour CP 606
HW-D-1103HWD1103a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max JW = 3") 4-Hour CFS-SILGG
HW-D-1104HWD1104a.pdf Concrete or block wall to concrete floor joint (top-of-wall) (Max JW = 3") 2-Hour CFS-SILGG