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<br />PARTITION TYPE GENERAL NOTES
<br />THE "PARTN TYPE SYMBOL", ILLUSTRATED BELOW, REPRESENTS THE COMPLETE EXTENT OF ALL PARTNS INDICATED BY THE
<br />SYMBOL ON THE FLOOR PLANS, AND OTHER DRAWINGS IN THE PROJECT DOCUMENTS.
<br />REFER TO PARTN TYPE DETAILS INDICATED BY THE "PARTN TYPE" CHARACTER ON THE TAG, FOR EXAMPLE: DETAIL "TYPE A'.
<br />REFER TO THE FIRE RATING LEGEND FOR THE FIRE -RESISTANCE CLASSIFICATION NOTED BY THE "FIRE RATING INDICATION' ON THE
<br />TAG, FOR EXAMPLE: "1" = 60 MIN FIRE -RESISTANCE RATED ASSEMBLY.
<br />REFER TO METAL STUD SIZE OR CMU NOM VMDTH AS INDICATED BY THE "METAL STUD/CMU WIDTH" CHARACTER ON THE TAG, AS
<br />SHOWN ON PARTN TYPE DETAILS, FOR EXAMPLE: '7 = 3-5/8' METAL STUDS.
<br />REFER TO THE "PARTN TYPE MODIFIER' NOTES BELOW, WHICH APPLY TO EACH PARTN WHERE MODIFIER CHARACTERS) ARE
<br />SHOVMV ON THE TAG.
<br />REFER TO THE "PARTN KEYNOTES" AS INDICATED, WHICH APPLY TO EACH PARTN WHERE KEYNOTE CHARACTERS) ARE SHOVMV
<br />GENERAL NOTES - IBC SEISMIC CATEGORY A-C:
<br />ALL METAL STUD PARTN TYPES SHALL COMPLY VIIITH PARTN TYPE GENERAL NOTES, AND THE "METAL STUD SPAN SCHEDULE"
<br />INDICATING MIN METAL STUD WIDTH, SPACING, GAUGE, AND LIMITING VERT SPAN.
<br />ALL CMU PARTN TYPES SHALL COMPLY VMTH PARTN TYPE GENERAL NOTES, AND "CMU LINTEL SCHEDULE" FOR MIN CMU
<br />REINFORCING AND LIMITING LINTEL SPANS.
<br />GENERAL NOTES - IBC SEISMIC CATEGORY D-F:
<br />ALL METAL STUD PARTN TYPES SHALL COMPLY W/ PARTN TYPE GENERAL NOTES, & ALL METAL STUDS SHALL BE MIN 20 GA, LION.
<br />ALL CMU PARTN TYPES SHALL COMPLY WITH PARTN TYPE GENERAL NOTES, AND REINFORCING AS INDICATED ON THE STRUCTURAL
<br />DRAWINGS, UON.
<br />PARTITION TYPE TAG:
<br />PARTITION (AS INDICATED ON FLOOR PLANS)
<br />FIRE RATING INDICATION
<br />PARTITION TYPE
<br />NET STUD/CMU WIDTH
<br />PARTITION TYPE MODIFIER
<br />2A3A
<br />S50 - PARTITION KEYNOTE
<br />PARTITION TYPE MODIFIERS:
<br />THE FOLLOVVI NG NOTES APPLY TO THE FULL EXTENT OF EACH PARTN, WHERE "PARTN TYPE MODIFIER'
<br />CHARACTER(S) ARE SHOWN ON THE TAG:
<br />A PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH METAL STUD CAVITY
<br />B. PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD CAVITY, AND ACOUSTIC BATT
<br />INSUL ABOVE TOP OF PARTN, MIN 36' EACH DIRECTION PERPENDICULAR TO PARTN
<br />C. PROVIDE (1) ADDITIONAL LAYER OF 5/8' GYP BD ATTACHED TO (1) SIDE OF SCHED PARTN TYPE AS
<br />INDICATED, EXTEND FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH
<br />STUD CAVITY
<br />D. PROVIDE (1) ADDITIONAL LAYER OF 5/8' GYP BD ATTACHED TO BOTH SIDES OF SCHED PARTN TYPE,
<br />EXTEND FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH STUD CAVITY
<br />E. PROVIDE ADDITIONAL LAYERS OF 5/8' GYP BD ATTACHED TO SCHED PARTN TYPE - (2) LAYERS ON
<br />(1) SIDE, (1) LAYER ON OPPOSITE SIDE OF PARTN AS INDICATED, EXTEND LAYERS FULL HT OF
<br />PARTN, AND PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH STUD CAVITY
<br />F. PROVIDE (2) ADDITIONAL LAYERS OF 5/8' GYP BD ATTACHED TO BOTH SIDES OF SCHED PARTN TYPE
<br />- EXTEND LAYERS FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL VMDTH OF EA STUD
<br />CAVITY
<br />G. PROVIDE (1) LAYER 5/8' LAM ACOUSTIC GYP BD (TYPE X ON FIRE -RATED PARTN) ATTACHED TO FACE
<br />OF MET STUDS ON (1) SIDE OF SCHED PARTN TYPE IN PLACE OF (1) LAYER OF SCHED GYP BD, AND
<br />PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD CAVITY
<br />H. PROVIDE (1) LAYER OF 5/8' LAM ACOUSTIC GYP BD (TYPE X ON FIRE -RATED PARTN) ATTACHED TO
<br />FACE OF MET STUDS ON BOTH SIDES OF SCHED PARTN TYPE IN PLACE OF (1) LAYER OF SCHED
<br />GYP BD ON BOTH SIDES, AND PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD
<br />CAVITY
<br />J. TERMINATE ADDITIONAL LAYERS OF GYP BD AS SCHED @4" ABOVE FINISH CLG, LION
<br />K PROVIDE PARTN TYPE AS SCHED, WITH MET STUDS @24" OC
<br />L. PROVIDE PARTN TYPE AS SCHED, WITH MIN 20 GA MET STUDS @ 16' OC
<br />M. PROVIDE PARTN TYPE AS SCHED, WITH MIN 18 GA MET STUDS @ 16' OC
<br />N. PROVIDE PARTN TYPE AS SCHED, WITH MIN 16 GA MET STUDS @ UT OC
<br />P. PROVIDE (1) LAYER 5/8' WR GYP BD IN PLACE OF THE OUTSIDE LAYER OF GYP BD ON SCHED PARTN
<br />TYPE, MOUNT ON EACH FACE OF THE PARTN EXPOSED TO MOISTURE - EXTEND FULL HT OF PARTN
<br />UON
<br />Q. PROVIDE (1) LAYER OF 1/2' CEMENT BD IN PLACE OF THE OUTSIDE LAYER OF GYP BD ON THE
<br />SCHED PARTN TYPE, MOUNT ON EACH FACE OF PARTN INDICATED W/ CERAMIC TILE OR OTHER
<br />FINISH
<br />R. PROVIDE (1) ADDITIONAL LAYER 1/2' CEMENT BD ATTACHED TO FACE OF SCHED PARTN TYPE -
<br />MOUNT ON EACH FACE INDICATED WITH CERAMIC TILE OR OTHER FINISH
<br />S. PARTN TYPE 2J: ATTACH 2ND LAYER TYPE X GYP BD OVER 1" GYP SHAFT U NER BD, FULL HT OF
<br />SHAFT WALL PARTN
<br />T. PROVIDE THERMAL INSUL BATT FULL HT IN EACH STUD CAVITY, AS SPECIFIED
<br />FIRE RATING LEGEND
<br />THE COMPLETE ASSEMBLY OF EACH PARTITION WITH A FIRE
<br />RATING INDICATION SYMBOL SHOJVN ON THE TAG, SHALL
<br />COMPLY WITH ALL REQUIREMENTS OF THE FIRE -RESISTANCE
<br />RATING CLASSIFICATION:
<br />SYMBOL RATING CLASSIFICATION
<br /><OMIITTEDD NON -RATED PARTITION, LION
<br />1 60 MIN FIRE -RESISTANCE RATED FIRE PARTITION
<br />1S 60 MIN FIRE -RESISTANCE RATED & SMOKE BARRIER PARTN
<br />2 120 MIN FIRE -RESISTANCE RATED FIRE BARRIER
<br />3 180 MIN FIRE -RESISTANCE RATED FIRE BARRIER
<br />4 240 MIN FIRE -RESISTANCE RATED FIRE BARRIER
<br />6' MAX BEYOND LAST
<br />ANCHOR BRACKET
<br />ATTACHMENT POINT
<br />MIN 3 58' X 20 GA MET STUDS @
<br />HANDRAIUGRAB BAR ANCHOR
<br />BRACKETS, MIN 20 GA MET STUDS @
<br />GASEVWrOF21C/EQUIP ANCHOR BRACTS,
<br />& DBL STUDS @ANCHOR BRACKETS @
<br />END OF PARTN
<br />x
<br />ATTACH ANCHOR BRACKET TO
<br />EA MET STUD W/ MIN (3) #8
<br />SELF -TAP SM SCREWS
<br />MET ANCHOR BRACKET: 6'x16
<br />GA UNPUNCHED MET STUD VMTH
<br />FLANGES COPED AT EA VERTICAL
<br />MET STUD, SPAN (2) STUDS MIN, &
<br />CONT FULL LENGTH OF EA
<br />ATTACHMENT
<br />It
<br />X NOTES:
<br />X
<br />1. PARTN MTD HANDRAI LS/GRAB BARS:
<br />ACOUSTIC INSUL, FULL DEPTH
<br />OF DECK FLUTES X PARTN
<br />WIDTH @ALL PARTN TYPE
<br />SCHED W/ ACOUSTIC INSUL
<br />ROOF INSULATION, WHERE OCCURS
<br />SPRAY -ON FPG WHERE OCCURS
<br />TOP OF MET STUD
<br />MET DECK
<br />PARTN TYPE AS SCHED
<br />MET TOP RUNNER TRACK,
<br />21/2' LONG LEGS X 20 GA MIN,
<br />ATTACH W/MIN # B SELF TAP
<br />SM SCREWS @12' OC
<br />ACOUSTIC INSUL, WHERE
<br />SCHED BY PARTN TYPE
<br />ACOUSTIC INSUL, FULL DEPTH
<br />OF DECK FLUTES X PARTN
<br />WIDTH @ALL PARTN TYPES
<br />SCHED W/ ACOUSTIC INSUL
<br />4" W X 18 GA MET STRIPS
<br />@24" OC, SPAN (2) DECK
<br />FLUTES MIN, ATTACH W/
<br />(2) #10 SELF TAP SM
<br />SCREWS EASIDE
<br />MET DECK
<br />MET TOP RUNNER TRACK,
<br />ATTACH W/(2) #8 SELF TAP
<br />SM SCREWS @ 24" OC
<br />NON -RATED PARTN TO STRUC@MET DECK
<br />3" = 1'-0"
<br />IBOTTOM OF STRUC
<br />"NON -RATED PARTITION TO
<br />STRUC' DETAILS INDICATE
<br />ATTACHMENT TO STRUC
<br />MET TOP RUNNERTRACK,
<br />AS INDICATED ON
<br />REFERENCE DETAIL
<br />CEILING AS SCHED
<br />NOTE: PARTN TYPE 1A2 ", W/ 2-1/2" MET
<br />STUD WIDTH, SHALL INCLUDE MIN 1-1/2'
<br />THERMAFIBERSAFB BATT INSUL, FULL
<br />WIDTH OF EACH STUD CAVITY(UL-U419),
<br />(NOT REQ FOR 3-5/8" OR GREATER MET
<br />STUD WIDTH) OR, PARTN TYPE 1A2A', W/
<br />2-1/2' MET STUD WIDTH & SCHED W/
<br />ACOUS INSUL, SHALL INCLUDE MIN 2-112'
<br />GLASS FIBER BAIT INSUL, FULL VMDTH OF
<br />EACH STUD CAVITY (UL-U494)
<br />MET STUD VM DTH:
<br />MET STUDS SHALL BE
<br />@ 16' OQ LION
<br />DESIGNATION STUD VMDTH
<br />2 2-1/2'
<br />3 3-5/8"
<br />4 4"
<br />6 6'
<br />5/8' TYPE 'X GYP BD, (1) LAYER
<br />EA SIDE OF MET STUDS
<br />ACOUSTIC INSULATION GATT
<br />V\4-IERE SCHEDULED
<br />MIN 1/8" PDF 924' OC,
<br />1-1/4" MIN EMBEDMENT
<br />• - Q • .
<br />CONCRETE FILL
<br />Q ° Q 0.
<br />OVER MET DECK
<br />° ° A °
<br />SPRAYED -ON FPG ON
<br />D D D D D D
<br />MET DECK
<br />:.
<br />STRUC STL BEAM
<br />SPRAYED -ON FPG ON
<br />STRUC STL BEAM
<br />3.4 EXPANDED MET LATH,
<br />ATTACH TO MET Z CLIP @ 16'OC
<br />MET TOP RUNNER TRACK,
<br />20 GA MIN, W/2-1/2"1-
<br />SLOTTED LEGS, ATTACH TO
<br />MET Z CLIPS W/ MIN #8 SM
<br />m
<br />SCREWS @ 16' OC
<br />IJ- �
<br />SPRAYED -ON FPG, OVER
<br />Op 5 MAX
<br />LL
<br />MET LATH & MET Z CLIPS
<br />O 0 I
<br />= a
<br />w
<br />ef
<br />18GA METZ CLIP @
<br />16'OC, ATTACH TO STL
<br />BEAM W/(2) MIN 1/8'
<br />TOP OF MET STUD
<br />PDF, 1/2' EMBEDMENT
<br />ATTACH GYP BD, BOTH SIDES
<br />OF PARTN TYPE, TO MET
<br />ACOUSTIC INSUL WHERE SCHED
<br />STUDS ONLY, MIN 1/2' BELOW
<br />MET TOP RUNNER TRACK
<br />HW RATI NG NO:
<br />PARTN TYPE AS SCHED
<br />EQUIVALENT TO 1NHI 495-PSV--1338
<br />NON -RATED
<br />PARTN TO STRUC@STL BEAM
<br />3" = 1'-0"
<br />IBOTTOM OF STRUC
<br />"NON -RATED PARTITION TO
<br />STRUC' DETAILS INDICATE
<br />ATTACHMENT TO STRUC
<br />1 2
<br />A910 A910
<br />MET TOP RUNNER TRACK,
<br />AS INDICATED ON
<br />REFERENCE DETAII
<br />CEILING AS SCHED
<br />MET STUD VMDTH:
<br />MET STUDS SHALL BE
<br />@ 16, OC, LION
<br />DESIGNATION STUDVMDTH
<br />2
<br />3 3 5V8"
<br />4 4'
<br />6 6'
<br />5/8' GYP BD, (1) LAYER
<br />EA SIDE OF MET STUDS
<br />ACOUSTIC INSULATION BATT
<br />WHERE SCHEDULED
<br />MIN 1/8' PDF @24" OQ
<br />1-1/4" MIN EMBEDMENT
<br />2 HR PARTITION 1 HR PARTITION
<br />Illt• 1%�� »yi�l�
<br />ROOF INSULATION,
<br />WHERE OCCURS
<br />RATED SPRAY -ON SEALANT
<br />BOTH SIDES OF PARTN,
<br />OVERLAP MIN 1/2' ONTO FO GYP
<br />BD & 1" ONTO MET DECK W/
<br />SPRAY -ON FPG
<br />SPRAYED -ON FPG DECK FLUTE
<br />CLOSURE, OVERLAP ONTO
<br />RATED PARTN TYPE 2 34' MIN
<br />RATED FIRE SAFING INSUL, FULL
<br />WIDTH OF GYP BD EA SIDE OF
<br />RATED PARTN TYPE
<br />MET TOP RUNNER TRACK, ATTACH
<br />TO MET DECK W/ MIN 1/8' PDF @
<br />12'OC, V MIN EMBEDMENT
<br />AOOUS INSUL WHERE SCHED
<br />ATTACH GYP BD, BOTH SIDES
<br />OF PARTN TYPE, TO NET
<br />STUDS ONLY, MIN 1/2' BELOW
<br />MET TOP RUNNER TRACK
<br />RATED PARTITION TYPE AS SCHED
<br />F W RATING NO:
<br />M -D-0102, OR EQ.
<br />IOC-ESR 1042
<br />CYCLICAL HEAD OF WALL TESTS:
<br />UL 2079, ASTM E1966
<br />;'��_RATED PARTN TO STRUC MET DECK ROOF
<br />3" = 1'-0"
<br />PROVIDE ACOUS INSUL BATT
<br />EXTEND MIN 36' EACH SIDE
<br />OF PARTN, @ PARTN TYPES
<br />SCHED W/ ACOUS INSUL
<br />3-5/8'x2O GA MET STUD @ 48" OC,
<br />45 DEG EA DIRECTION FROM TOP
<br />OF PARTN TO STRUC
<br />MET TOP RUNNER TRACK, SEISMIC
<br />ZONE 34: ATTACH W/(2) #8 SELF -TAP
<br />SM SCREWS TO EA MET STUD BRACE
<br />IBC SEISMIC CATEGORIC B-C 12 GA
<br />MIN BRACING VMRES 948' OC, EACH
<br />DIRECTION 45 DEG TO STRUC (NOT
<br />READ AT SEISMIC CATEGORY A)
<br />SUSPENDED CEILING
<br />AS SCHED
<br />ACOUSTIC INSULATION BATT
<br />✓VHERE SCHEDULED
<br />MET STUD VVI DTH: MET
<br />STUDS INDICATED @
<br />16' OC, LIM
<br />DESIGNATION STUD WIDTH
<br />2 2-1/2'
<br />3 3-5✓8'
<br />6 6'
<br />5/8' GYP BD, (1) LAYER EA
<br />SIDE OF METAL STUDS
<br />MIN 1/8' PDF @24" OC, 1-114'
<br />MIN EMBEDMENT
<br />MET RUNNER TRACK
<br />3-5/8"X20 GA MET STUD @
<br />48" OC, 45 DEG EA
<br />DIRECTION FROM TOP OF
<br />PARTN TO STRUC
<br />MET TOP RUNNER TRACK,
<br />SEISMIC ZONE 3-4: ATTACH W/
<br />(2) #8 SELF -TAP SM SCREWS
<br />TO EACH MET STUD BRACE
<br />IBC SEISMIC CATEGORY B-C:
<br />12 GAMIN BRACING VMRES @
<br />48' OC, EACH DIRECTION 45
<br />DEG TO STRUC (NOT REUD @
<br />SEISMIC CATEGORY A)
<br />SUSPENDED CEILING
<br />AS SCHED
<br />ACOUSTIC INSULATION
<br />BATT VM-IERE SCHEDULED
<br />MET STUD VM DTH: MET
<br />STUDS INDICATED @
<br />16' OC, UCV
<br />GNATION STUD WIDTH
<br />2 2-1/2'
<br />3 3-5V8"
<br />5/8' GYP BD, (1) LAYER ON
<br />FINISH SIDE OF PARTN
<br />MIN 1/8" PDF 924" OC, 1-114'
<br />MIN EMBEDMENT
<br />MET BOTTOM RUNNER
<br />PROVIDE MET ANCHOR BRACKET @ EA
<br />MET BOTTOM RUNNER TRACK
<br />NET BOTTOM RUNNER TRACK
<br />TRACK
<br />ATTACHMENT POINT, SPAN (2) STUDS MIN
<br />ACOUSTIC SEALANT BOTH SIDES
<br />ACOUSTIC SEALANT BOTH SIDES
<br />ACOUSTIC SEALANT BOTH SIDES
<br />OF PARTN @ PARTN TYPE SCHED
<br />ACOUSTIC SEALANT @
<br />2. PARTN MOUNTED CASEVWORK/EQUIP: PROVIDE MET
<br />OF PARTN @ PARTN TYPE SCHED
<br />OF PARTN @ PARTN TYPE SCHED
<br />W/ ACC US- IC INSUL
<br />PARTN TYPE SCHED W/
<br />ANCHOR BRACKET @ CL OF EA ATTACH POINT, OOIYT4
<br />W/ ACOUSTIC INSUL
<br />W/ ACOUSTIC INSUL
<br />v
<br />`�
<br />ACOUSTIC INSUL
<br />LY, FULL LENGTH OF EAASSEMBSPAN (3) STUDS MIN,
<br />v
<br />v
<br />CONCRETE SLAB
<br />COORD LOCATION W/ CASEWOWEQUIP SCHED &
<br />CONCRETE SLAB FIRE RATING: 1 HOUR
<br />CONCRETE SLAB
<br />CONCRETE SLAB
<br />MFR MOUNTING INSTRUCTIONS
<br />UL U419
<br />ICBO ER1632
<br />FIRE RATING: NON RATED
<br />FIRE RATING: NON RATED
<br />TYP MET STUD ANCHOR BRACKET
<br />LARR23961
<br />FIRE RATING: NON RATED
<br />4
<br />1112"=1'-0"
<br />TYPE 1A: FULL HT PARTN, 1 HR RATED TYPE A:
<br />FULL HT PARTN, NON RATED
<br />TYPE C: PARTIAL HT PARTN
<br />TYPE F: PARTIAL HT FURRING
<br />3" = 1'-0" 3" = 1'-0"
<br />3" = 1'-0"
<br />3" = 1'-0"
<br />r
<br />Project
<br />HUMANA- ZEPHYRHILLS,
<br />FLORIDA - GUIDANCE
<br />CENTER
<br />7920 GALL BLVD.
<br />ZEPHYRHILLS, FLORIDA 33541
<br />Prepared for
<br />HUMANA INC.
<br />Contract No: 12.01622.00
<br />One Tampa City Center, Suite 1800
<br />Tampa, FL 33602 USA
<br />t +1 813 229 0300 f +1 813 223 7116
<br />FL Reg: AAC001139
<br />All reproduction & intellectual property rights reserved © 2012
<br />-In Association with
<br />SDM Consulting Engineers
<br />MEP Engineer
<br />135 Almeria Ave.
<br />Coral Gables, FL 33134
<br />305.446.2788
<br />Key Plan
<br />
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