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, ,. . , .,,�.�:...<,,., _ __ __ .. _ _ ___ ___ _ __.__ ._ _ . _____ _ _ __.__ _ ____ ___
<br /> PARTITION TYPES PARTITION LEGEND
<br /> l�lt'liS ��'
<br /> WALL TAG LEGEND STUD SIZE CMU SIZE
<br /> j / / % �� �� Teleport Towers, Kingsfordweg 151
<br /> FIRE RATING 1 - 1 5/8" 6—5 5/8" 1043GR,Amsterdam, Netherlands
<br /> j/ �j � 0—7/8 4—3 5/8 +31 20 491 7202
<br /> 5�
<br /> 11 �P EXISTING STRUCTURE ABOVE �� �P EXISTING STRUCTURE ABOVE �� nP EXISTING STRUCTURE ABOVE (B L A N K= N O N-R A T E D) 2—21/2" 8—7 5/8" www.unispace.com
<br /> � i i 3-35/8" 10-95/8"
<br /> 6-001 � DIAGONAL BRACING TO DECK ABOVE 6-001 � DIAGONAL BRACING TO DECK ABOVE 6-00 � DIAGONAL BRACING TO DECK ABOVE WALL TYPE- A NUMBER OF BOARDS „ �� .
<br /> 4-4 12- 115/8 `
<br /> �_�- - __ ,–__ _ ___,__._�-, (BLANK=NO BOARD) ��
<br /> 6—6 Consuitants:
<br /> FINISHED CEILING LEVEL, 8—8��
<br /> FINISHED CEILING LEVEL, FINISHED CEILING LEVEL, HEAD COMMENT STUD/CMU SIZE
<br /> HEAD HEAD FINISHED CEILING LEVEL,
<br /> SEE RCP FOR CEILING TYPE &HEIGHT SEE RCP FOR CEILING TYPE&HEIGHT SEE RCP FOR CEILING TYPE &HEIGHT SEE RCP FOR CEILING TYPE&HEIGHT
<br /> 3-5/8" MIN. MTL STUD FRAMING, X SOUND ATTENUATION BATT INSULATION,AS SCHEDULED
<br /> � REFER TO NON-STRUCTURAL STEEL Q SOUNDPROOF BOARD,AS SCHEDULED
<br /> __ _ � _ LIMITS CHART FOR SIZE, GAUGE,AND
<br /> 1 LAYER OF 5/8" GWB TOP CAP SPAN WALL TYPES
<br /> 3-5/8" MIN. MTL STUD FRAMING, REFER 3-5/8" MIN. MTL STUD FRAMING, REFER 1 LAYER OF 5/8" GWB, A STUDS: EXTEND FULL HEIGHT TO DECK
<br /> TO NON-STRUCTURAL STEEL LIMITS TO NON-STRUCTURAL STEEL LIMITS BOTH SIDES TO CEILING GWB: EXTEND FULL HEIGHT TO DECK
<br /> P�N : � CHART FOR SIZE, GAUGE, AND SPAN P�N CHART FOR SIZE, GAUGE,AND SPAN �` P�N B STUDS: EXTEND FULL HEIGHT TO DECK
<br /> � t.. . _.__ GWB: EXTEND 6"ABOVE CEILING
<br /> SOUND INSULATION BATT AS C STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> 1 LAYER OF 5/8° GWB, ONE SCHEDULED, SEE PARTITION TYPE
<br /> 1 LAYER OF 518° GWB, SIDE TO CEILING � LEGENDS AND PARTITION PLAN GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> BOTH SIDES TO CEILING �: 3-5/8" MIN. MTL STUD FRAMING, REFER s� E STUDS: EXTEND FULL HEIGHT TO DECK
<br /> - TO NON-STRUCTURAL STEEL LIMITS --- 3/8"CLEAR TEMPERED GLASS IN GWB: SIDE 1 EXTEND 6"ABOVE CEILING,
<br /> CHART FOR SIZE, GAUGE,AND SPAN - RECESSED ALUMINUM GLAZING SIDE 2 EXTEND TO DECK
<br /> � U-CHANNEL; CLEAR SILICONE AT F FURRING
<br /> SOUND INSULATION BATT AS SOUND INSULATION BATT AS � 1 LAYER OF 5/8"GWB, f VERTICAL JOINTS AND ENDS GWB: EXTEND TO CEILING
<br /> SCHEDULED, SEE PARTITION TYPE SCHEDULED, SEE PARTITiON TYPE BOTH SIDES TO �- G FURRING
<br /> LEGENDS AND PARTIT►ON PLAN LEGENDS AND PARTITION PLAN „� " STRUCTURE GWB: EXTEND 6"ABOVE CEILING
<br /> RECESSED ALUMINUM H PARTIAL HEIGHT, SEE ELEVATIONS
<br /> BASE - STEEL STUD RUNNER TO MATCH BASE STEEL STUD RUNNER TO MATCH �� STEEL STUD RUNNER TO MATCH = aASE CHANNEL J FRAMELESS GLASS RELITE WITH STUD ABOVE
<br /> - GAUGE OF STUD, GAUGE OF STUD, GAUGE OF STUD, r SUPPORT STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> SECURED TO SLAB SECURED TO SLAB SECURED TO SLAB : FINISH FLOORING, SEE FINISH GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> 3 �P BASE, SEE FINISH SCHEDULE 3 �P BASE, SEE FINISH SCHEDULE BASE, SEE FINISH SCHEDULE P�N K FRAMELESS GLASS RELITE WITH FRAMELESS GLASS
<br /> s-oo� 6-00� �_ CLERESTORY ABOVE
<br /> TOP OF SLAB TOP OF SLAB TOP OF SLAB ' TOP OF SLAB SUPPORT STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> GWB: EXTEND TO UNDERSIDE OF CEILING
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<br /> FRAMELESS GLASS CLERESTORY ABOVE
<br /> � ° � � ° � ° - a � - � - < SUPPORT STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> METAL STUD INTERIOR PARTITION PARTIAL HEIGHT INTERIOR PARTITION RELITE & METAL STUD GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> METAL STUD INTERIOR PARTITION N FRAMED GLASS CLERESTORY ABOVE
<br /> INTERIOR PARTITION SUPPORT STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> For Non-Rated STC 60 For Non-Rated For Non-Rated STC 60 For Non-Rated STC 60
<br /> 5l8"Gypsum Wall Boartl Both Sides 5/8"Gypsum Wall Board One Side 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board Both Sides S SHAFT WALL
<br /> CH CHASE WALL
<br /> For 1 Hour-Rated�UL-425 For 1 Hout-Ra#ed�UL-425 M MASONRY UNIT
<br /> 5/8"Type X Gypsum Wall Board Both Sides 5/8"Type X Gypsum Wall Board Both Sides
<br /> For 2 Hour-Rated�UL-474 STC 60 For 2 Hour-Rated�UL-474 STC 60 PART I T I 0 N TY P E D I AG RAM
<br /> 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 2 Layers 5l8"Type X Gypsum Wall Boartl Both Sides PARTITION TYPES
<br /> For 3 Hour-Rated�UL-425 For 3 Hour-Rated�UL-425 � STRUC.
<br /> 3 Layers 5/8"Type X Gypsum Wall Board Both Sides 3 Layers 5l8"Type X Gypsum Wall Boartl Both Sides
<br /> ,
<br /> i CEILING
<br /> A B C E F G H P FLOOR
<br /> � �. �.�,�...—.��._-�
<br /> STRUC. �« �3 �� � �'
<br /> ��� � � ..t �m� � _
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<br /> � ��4 �
<br /> �
<br /> �
<br /> CEILING ��'y��r� ��°*wp;�`���'^�
<br /> art�.ii��iL'l'dY"��aJ�Yvl'ri Y37�#�
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<br /> Stamp:
<br /> NON-STRUCTURAL PARTITION LIMITS
<br /> �
<br /> NON-STRUCTURAL STEEL PARTITIONS - LIMITS�
<br /> I 30 MILS STUDS @ 5 PSF(25 GA 33 MILS STUDS @ 5 PSF(20 GA
<br /> � NOMINAL) NOMINAL)
<br /> STUD SIZE STUD LIMITING STUD SIZE STUD LIMITING WALL
<br /> SPACING WALL HEIGHT SPACING HEIGHT !
<br /> �� ��
<br /> 162S125 12 ; 9'-11" 162S125 12" 10'-4"
<br /> (1-518") (1-518") „
<br /> 16" ' 9'-2" 16 9'-8"
<br /> i
<br /> 24�� $�_3" 24" $,_9��
<br /> 250S125 12" 13'-2" 250S125 12" 13'-11" ,
<br /> (2-1/2") (2-1 l2")
<br /> 16" 12'-1" 16" 12'-10" {
<br /> 24" 10'-9° 24" 11'-7° �
<br /> REV DESCRIPTION DATE BY CHK
<br /> NOT USED NOT USED NOT USED NOT USED 350S125 12" 17'-1" 350S125 12" 17'-10"
<br /> Key Plan
<br /> (3-5/8") I 16" 15'-8" (3-5/8") 16" 16'-5° � .
<br /> 24" 14'-0" 24" 14'-9"
<br /> 400S125 12" ! 19'-0" 400S125 12" 19'-11" �I
<br /> � � 16" ' 17'-6" � � ; 16" 18'-4"
<br /> 4" 4" 1i
<br /> -- -
<br /> �
<br /> 24" � - --15'-7" 24" 16'-5„
<br /> i !
<br /> 600S125 I 12" � 25'-6" 600S125 12" 26'-9"
<br /> '_-- - ---
<br /> � �6� 16" � 23'-2" �6„� 16" 24'-6" r�
<br /> ' ��� 24" 20'-3" 24" 21'-7"
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<br /> NOTES:
<br /> - ASSUMED ALLOWABLE DEFLECTION = L/240 Client/Project Name/Address:
<br /> - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND
<br /> REGULATIONS �
<br /> �
<br /> F Pod - Phase 2 @
<br /> B A METAL STUDS(PER ICC ES REPORT ESR-3064P), @
<br /> Q � I AT SINGLE BRACE-FASTEN I � MAXIMUM HEIGHT 20'-0" 6920 SEAWAY BLVD J�
<br /> �
<br /> I � ANGLE TO BRACE WITH(4)NO I � "
<br /> a 3"X 3"X 3"ANGLE � a
<br /> � 10 SCREWS w FINISH MATERIALS VARY(MAXIMUM WEIGHT �
<br /> (20 GAGE MINIMUM), � I � z �
<br /> - — — g Q oc ,1 I EQUAL TO 2 LAYERS GYPSUM BOARD EACH W
<br /> � FASTENED TO TRACK X � I AT DOUBiE BRACE-FASTEN � � � SIDE PLUS APPLIED FINISHES) �i
<br /> ¢ �n z Drawin Title:
<br /> AND BRACED PER � DOUBLE BRACE TO BOTH � Q O � g a
<br /> + � + DETAIL AT RIGHT o ANGLES WITH (6)NO 10 SCREWS � ' � v I I `li
<br /> 20 GAGE MINIMUM 00 I THROUGH BRACE AND BOTH � z O � o
<br /> Q O m � I I FASTENERS: �
<br /> � ± � SDLOTTED TRACK OR � ANGLES Z = Z o I AT PLYWOOD FLOOR(MINIMUM 3/4" PARTITION TYPES AN D Q
<br /> — — - - - - - — — — - — — - p � Q CDX): �
<br /> � �' � Z N � I I PROVIDE(2)NO 8 X 1"WOOD SCREWS D ETAI LS o
<br /> FOR WALLS TO 10'-0"- I ( �' � Q � .� � AT 24"MAXIMUM O.C.STAGGERED �
<br /> BRACE WITH 3625137-33 � � � I a � � p I I FOR 1 LAYER GYPSUM BOARD EACH Wi
<br /> AT 8'-0"MAXIMUM O.C.AND AT METAL STUDS,CUT � Q F- v� Y
<br /> O c� O �„ ' I SIDE,16"MAXIMUM O.C.STAGGERED
<br /> I 3/4"SHORT FOR � ~ � �~„ ¢ p � � FOR 2 LAYERS GYPSUM BOARD EACH LL
<br /> EACH WALL END.ALTERNATE � AT SINGLE BRACE-FASTEN � Q ¢
<br /> DIRECTION OF BRACES ALONG � I 3/4"DEFLECTION � � ANGLE TO TRACK WITH(8)NO 10 f o z LL Y m � � SIDE Status: �
<br /> LENGTH OF WALL WHERE � � X X f a Z o � � �
<br /> FINISH MATERIALS VARY a � � F- �- � � I I AT CIP CONCRETE AND POST- o
<br /> POSSIBLE. I � � � E E Q z J � a PERMIT SET �
<br /> MAXIMUM WEIGHT ' - J � � TENSIONED CONCRETE FLOOR: r
<br /> FOR WALLS TO 15'-0"- I � � o AT DOUBLE BRACE-FASTEN(2) Q � � p � I I �
<br /> E Q U A L T O 2 L A Y E R S in P R O V I D E H I L T I X-U 0.1 5 7"D I A M E T E R m
<br /> BRACE WITH DOUBLED 3625137- .� � ANGLES TO TRACK WITH(8)NO ! m
<br /> I I GYPSUM BOARD EACH j POWDER-ACTUATED FASTENERS, Y
<br /> 33 AT 8'-0" MAXIMUM O.C.AND 10 SCREWS AT EACH ANGLE � � �
<br /> AT EACH WALL END.ALTERNATE � I SIDE PLUS APPUED I EMBED 3/4"PER ESR-2269.24" Drawn By: IHIKSR Checked By: KSR N
<br /> DIRECTION OF BRACES ALONG � � FINISHES) � � � � MAXIMUM O.C.STAGGERED FOR 1 scaie: As intlicated Date: 10/11/17 ?
<br /> U
<br /> I LAYER GYPSUM BOARD EACH SIDE,
<br /> LENGTH OF WALL.FASTEN I I ! I Q � Y � 16" MAXIMUM O.C.STAGGERED FOR 2 Project Number:SEA�OOOOTO� a
<br /> DOUBLED STUDS TOGETHER � �
<br /> WITH NO 8 SCREWS AT 24" � i € � � Z Q � LAYERS GYPSUM BOARD EACH SIDE o
<br /> MAXIMUM O.C.. � I I � � � � �
<br /> � � � I I Drawinq Number: Revision:
<br /> 0
<br /> OA SECTION ACROSS PARTITION OB SECTION ACROSS BRAC�NG T
<br /> - o
<br /> TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE � � PARTITION TO FLOOR FOR SEISMIC 3 �
<br /> z
<br /> SCALE: 3"= 1'-0" A6-001 SCALE: 3"=1'-0" A6-001 p a
<br />
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