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�,I II
<br /> � PARTITION TYPES
<br /> PARTITION LEGE �$ e
<br /> WALL TAG LEGEND STUD SIZE CMU SIZE �
<br /> � � � �j 0—7/8° 4—3 5/8° 1043GR,Amsterdam,SNe hver ands
<br /> � j �
<br /> FIRE RATING 1 -15/8" 6—5 5/8" +31 20 491 7202
<br /> 11 S�m EXISTING STRUCTURE ABOVE �� Sim / EXISTING STRUCTURE ABOVE 11 Sim EXISTING STRUCTURE ABOVE
<br /> (BLANK=NON-RATED) 2—21/2" 8—7 5/8" www.unispace.com
<br /> � 3—3 5/8" 10—9 5/8"
<br /> �pp � 6-0o DIAGONAL BRACING TO DECK ABOVE 6-00 � DIAGONAL BRACING TO DECK ABOVE WALL TYPE A NUMBER OF BOARDS 4—4" 12—115/8"
<br /> � DIAGONAL BRACING TO DECK ABOVE i (BLANK=NO BOARD) ��
<br /> 6—6 Consultants:
<br /> HEAD FINISHED CEILING LEVEL, HEqp FINISHED CEILING LEVEL, FINISHED CEILING LEVEL, HEqD FINISHED CEILING LEVEL, COMMENT STUD/CMU SIZE 8—$
<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 /> - - SOUND INSU�ATION BATT AS GWB: EXTEND 6"ABOVE CEILING
<br /> C STUDS; EXTEND TO UNDERSIDE OF CEILING
<br /> _ 1 LAYER OF 5/8"GWB, ONE SCHEDULED, SEE PARTITION TYPE GWB: EXTEND TO UNDERSIDE OF CEILING
<br /> 1 LAYER OF 5/8"GWB, SIDE TO CEILING 3-5/8"MIN. MTL STUD FRAMING, REFER LEGENDS AND PARTITION PLAN E STUDS: EXTEND FULL HEIGHT TO DECK
<br /> _ BOTH SIDES TO CEILING TO NON-STRUCTURAL STEEL LIMITS GWB: SIDE 1 EXTEND 6"ABOVE CEILING,
<br /> CHART FOR SIZE, GAUGE,AND SPAN 3/8"CLEAR TEMPERED GLASS IN SIDE 2 EXTEND TO DECK
<br /> RECESSED ALUMINUM GLAZING
<br /> U-CHANNEL; CLEAR SILICONE AT F FURRING
<br /> - SOUND INSULATION BATT AS SOUND INSULATION BATT AS 1 LAYER OF 5/8"GWB, 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 PARTITION PLAN LEGENDS AND PARTITION PLAN STRUCTURE GWB:EXTEND 6"ABOVE CEILING
<br /> - - STEEL STUD RUNNER TO MATCH STEEL STUD RUNNER TO MATCH RECESSED ALUMINUM H PARTIAL HEIGHT, SEE ELEVATIONS
<br /> BASE STEEL STUD RUNNER TO MATCH BASE BASE CHANNEL J FRAMELESS GLASS RELITE WITH STUD ABOVE
<br /> - GAUGE OF STUD,
<br /> GAUGE OF STUD, GAUGE OF STUD, 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 Sim � BASE, SEE FINISH SCHEDULE 3 Sim BASE, SEE FINISH SCHEDULE BASE,SEE FINISH SCHEDULE PLAN K FRAMELESS GLASS RELITE WITH FRAMELESS GLASS
<br /> CLERESTORY ABOVE
<br /> 6-001 - - 6-001
<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
<br /> � e - Q< , , , _ , .� _ � - :Q - _° . ° ., Q a: �. _ . ` , ° " -a � _ a L FRAMELESS GLASS CLERESTORY ABOVE
<br /> � a. _ . _ . a : �-m .. . . .. � =a. - � ' . _ < � a a - a-_ . � � � ` SUPPORT STUDS: EXTEND TO UNDERSIDE OF CEILING
<br /> a`_ :. . ._ a . _�'. a a a . a . . �. _
<br /> TI N RELITE & METAL STUD N FRAMED GLASS�C ERESTORY�BOVE ING
<br /> METAL STUD INTERIOR PARTITION METAL STUD INTERIOR PARTITION PARTIAL HEIGHT INTERIOR PARTI 0
<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 /> 5/8"Gypsum Wall Board Both Sides S SHAFT WALL
<br /> 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board One Side 5/8"Gypsum Wall Board Both Sides CH CHASE WALL
<br /> For 1 Hour-Rated�UL-425 For 1 Hour-Rated�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 /> For2Hour-Rated UL-474 ST�so PARTITION TYPE DIAGRAM
<br /> For 2 Hour-Rated�UL-474 STC 60 �
<br /> 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 2 Layers 5/8"Type X Gypsum Wall Board 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 5/8"Type X Gypsum Wall Board Both Sides
<br /> CEILING
<br /> jj '�/ '�/
<br /> A B C E F G H P FLOOR
<br /> 11 S�m , EXISTING STRUCTURE ABOVE �� Sim / EXISTING STRUCTURE ABOVE �� S'm , EXISTING STRUCTURE ABOVE EXISTING STRUCTURE ABOVE
<br /> 6-00 � DIAGONAL BRACING TO DECK ABOVE 6-�0 , DIAGONAL BRACING TO DECK ABOVE ��� , DIAGONAL BRACING TO DECK ABOVE NEW CONTINUOUS RIGID FOAM STRUC.
<br /> � ABOVE CEILING GRID
<br /> FINISHED CEILING LEVEL, FINISHED CEILING LEVEL, HEAD
<br /> HE,4o SEE RCP FOR CEILING TYPE&HEIGHT H�� FINISHED CEILING LEVEL, HEAD
<br /> 3-5/8" MIN. MTL STUD FRAMING, SEE RCP FOR CEILING TYPE&HEIGHT SEE RCP FOR CEILING TYPE&HEIGHT
<br /> REFER TO NON-STRUCTURAL STEEL 3/8"CLEAR GLASS IN RECESSED - 3/8"CLEAR GLASS IN RECESSED FINISHED CEILING LEVEL, CEILING
<br /> "' ` LIMITS CHART FOR SIZE, GAUGE,AND ALUMINUM GLAZING U-CHANNEL; CLEAR ALUMINUM FRAMING; SEE RCP FOR CEILING TYPE&HEIGHT
<br /> 00
<br /> SPAN ,� z CLEAR SILICONE AT VERTICAL �_; ; MATCH BUILDING STANDARD
<br /> � ? ; ' � JOINTS AND ENDS ~ �
<br /> W � 3/8"CLEAR GLASS IN RECESSED > � �' 11 EXISTING MTL STUD FRAMING AND
<br /> ,� ALUMINUM GLAZING U-CHANNEL; CLEAR GWB WALL BOARD
<br /> . �� P�AN SILICONE AT VERTICAL JOINTS AND 3-5/8" MIN. MTL STUD FRAMING, 3-5/8 MIN. MTL STUD FRAMING, P�N
<br /> ENDS REFER TO NON-STRUCTURAL STEEL p�p,N REFER TO NON-STRUCTURAL STEEL
<br /> PLAN LIMITS CHART FOR SIZE, GAUGE,AND LIMITS CHART FOR SIZE, GAUGE,AND 11 stamp: ,
<br /> 1 LAYER OF 5/8 GWB, SPAN SPAN � �l`'
<br /> � f -
<br /> " 1 NEW LAYER OF 5/8 GWB, � � ' :�' �: p
<br /> BOTH SIDES TO CEILING ONE SIDE TO CEILING � � � ""'"���'�'� �
<br /> 1 LAYER OF 5/8" GWB, - 1 LAYER OF 5/8"GWB, '
<br /> BOTHSIDESTOCEILING BOTHSIDESTOCEILING NON-STRUCTURAL PARTITION LIMITS r'�� �
<br /> �.::�:'�� �s.`,�n��
<br /> SOUND INSULATION BATTAS ��;3L���4:a�;;��;��;�
<br /> SCHEDULED, SEE PARTITION TYPE
<br /> LEGENDS AND PARTITION PLAN SOUND INSULATION BATT AS - SOUND INSULATION BATT AS
<br /> "
<br /> SCHEDULED, SEE PARTITION TYPE " � SCHEDULED, SEE PARTITION TYPE � NON-STRUCTURAL STEEL PARTITIONS - LIMITS
<br /> 3/8"CLEAR TEMPERED GLASS IN LEGENDS AND PARTITION PLAN _ LEGENDS AND PARTITION PLAN � �
<br /> � RECESSED ALUMINUM GLAZING 30 MILS STUDS @ 5 PSF(25 GA 33 MILS STUDS @ 5 PSF(20 GA '
<br /> • aASE U-CHANNEL; CLEAR SILICONE AT BASE STEEL STUD RUNNER TO MATCH BASE STEEL STUD RUNNER TO MATCH BASE NOMINAL} NOMINAL)
<br /> VERTICAL JOINTS AND ENDS GAUGE OF STUD, GAUGE OF STUD,
<br /> SECURED TO SLAB - SECURED TO SLAB STUD SIZE S AC NG LIMITING STUD SIZE S A ING LIMITING WALL
<br /> R E C E S S E D A L U M I N U M C H A N N E L WALL HEIGHT HEIGHT
<br /> 3 Sim BASE, SEE FINISH SCHEDULE 3 Sim � BASE, SEE FINISH SCHEDULE BASE, SEE FINISH SCHEDULE
<br /> FINISH FLOORING, SEE FINISH PLAN �0 6-00 162S125 12^ 9'-11" 162S125 12" 10'�°
<br /> TOP OF SLAB TOP OF SLAB = TOP OF SLAB TOP OF SLAB �1-5�8�� 16^ s'-2" (1-5/8") 16" 9'-8"
<br /> ---�— - - > _ < - a~ . 24" 8�.3�� 24�� s�_9„
<br /> , - ' ' ' d ad " ' ' - ' • - , a'' eda
<br /> - � -..' ' _ ' , - < " . . °.-a ' d_ � a , a _� �� ' � ,-a� - ' . `` ' < .- - . �� ..a _ a � �; a ' ' ' , - -.e' . -.-. " . . - , e
<br /> � _8 , . ° _ . - -.a � ,< e , a. � � _ a a : 6 - . � . _ . < . 250S125 12" 13'-2" 250S125 12" 13'-11"
<br /> CLERESTORY, RELITE, & METAL STUD FRAMELESS CLERESTORY & METAL STUD FRAMED CLERESTORY & METAL STUD EXISTING METAL STUD INTERIOR �2-�'2°� 16� 12�-,� �2-12"� ,6� ,2�-,0�
<br /> INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION PARTITION 24� ,0�-9„ 24�� 11�-7��
<br /> For Non-Rated STC 60 For Non-Rated STC 60 For Non-Rated STC 60 For Non-Rated 350S125 12" 17'-1" 350S125 12" 17'-10"
<br /> 5/8"G sum Wall Board Both Sides (3-5/8") (3-5/8") �/ DESCRIPTION DAre B`( CHK
<br /> 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board Both Sides 5/8"Gypsum Wall Board Both Sides YP 16" 15'-8" 16" 16'-5"
<br /> 24" 14'-0" 24" 14'-9" Key Plan
<br /> For 1 Hour-Rated�UL-425 For 1 Hour-Rated�UL-425 For 1 Hour-Rated�UL-425
<br /> 5/8"Type X Gypsum Wall Board Both Sides 5/8"Type X Gypsum Wall Board Both Sides 5/8"Type X Gypsum Wall Board Both Sides 400S125 12" 19'-0" 400S125 12" 19'-11" ��
<br /> 4n 4� �
<br /> M � � �� � �
<br /> For 2 Hour-Rated�UL-474 STC 60 For 2 Hour-Rated�UL-474 STC 60 For 2 Hour-Rated�UL-474 STC 60 � � 16 17-6 � � 16 18-4 �..,. O
<br /> 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 2 Layers 5/8"Type X Gypsum Wall Board Both Sides 24" 15'-7" 24" 16'-5"
<br /> 600S125 12" 25'-6" 600S125 12" 26'-9"
<br /> For 3 Hour-Rated�UL-425 For 3 Hour-Rated�UL-425 For 3 Hour-Rated�UL-425 (g��) (6")
<br /> 16" 23'-2" 16" 24'-6"
<br /> 3 Layers 5/8"Type X Gypsum Wall Board Both Sides 3 Layers 5/8"Type X Gypsum Wall Board Both Sides 3 Layers 5/8"Type X Gypsum Wall Board Both Sides • ��
<br /> 24" 20'-3" 24" 21'-7" �� . .
<br /> NOTES: : �
<br /> - ASSUMED ALLOWABLE DEFLECTION=U240
<br /> - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND
<br /> REGULATIONS Client/Project Name/Address:
<br /> �
<br /> _
<br /> U
<br /> �
<br /> g A
<br /> METAL STU05(PER ICC ES REPORT ESR-3064P), � �O� Y
<br /> �� � I AT SINGLE BRACE-FASTEN I ( MAXIMUM HEIGHT 20'-0" w�
<br /> I � ANGLE TO BRACE WITH(4)NO ' ' 6920 SEAWAY BLVD �
<br /> a 3"X 3"X 3"ANGLE � 10 SCREWS w fINISH MATERIALS VARY(MAXIMUM WEIGHT �
<br /> _ _ _ _ (20 GAGE MINIMUM), � � I � LL � EQUALTO 2 LAYERS GYPSUM BOARD EACH W
<br /> FASTENED TO TRACK Q � I AT DOUBLE BRACE-FASTEN N a �u Z SIDE PLUS APPLIED FINISHES) oi
<br /> AND BRACED PER g DOUBLE BRACE TO BOTH Z a � � ( � a
<br /> / DETAILATRIGHT - o a O �
<br /> + � + o ANGLES WITH(6)NO 10 SCREWS � -= � a I I �
<br /> � z o � Drawin Title: �
<br /> 20 GAGE MINIMUM 00 � THROUGH BRACE AND BOTH Q p m J 9 >
<br /> � + � DEEP LEG TRACK OR J ANGLES v g � a I I FASTENERS: m
<br /> - - SLOTTED TRACK � Z g � I CDX)YWOOD FLOOR(MINIMUM 3/4" �
<br /> a � u `aW^ a I I AT 24I MAXIMUM O1C S AGGERED S PARTITION TYPES AN D N
<br /> FOR WALLS TO 10'-0"- I � � a ,�',� a W I � FOR i LAYER GYPSUM BOARD EACH `Oi
<br /> BRACE WITH 3625137-33 � � METAL STUDS,CUT p S O N = o SIDE,16"MAXIMUM O.C.STAGGERED DETAILS ?
<br /> A T 8'-0"M A X I M U M O.C.A N D A T F-
<br /> I 3/4"SHORT FOR � � ,� ¢ p � � ( fOR 2 LAYERS GYPSUM BOARD EACH �
<br /> EACH WALL END.ALTERNATE I AT SINGLE BRACE-FASTEN � � � Q a
<br /> 3/4"DEFLECTION � � p Z Q "' � I I SIDE m
<br /> ANGLE TO TRACK WITH 8 NO 10 m �
<br /> D I R E C T I O N O F B R A C E S A L O N G � � ( , U Z F Y � I ( AT CIP CONCRETE AND POST- �
<br /> LENGTH OF WALL WHERE � I a � SCREWS a Q � Q � �
<br /> POSSIBLE. I I FINISH MATERIALS VARY � � a z � � a S t a t u s: �
<br /> „ (MAXIMUM WEIGHT o o A T D O U B L E B R A C E-F A S T E N(2) Q � ,J—1 O � TENSIONED CONCRETE F100R: P E R M I T S E T
<br /> F O R W A L L S T O 1 5'-0 - � � �
<br /> EQUAL TO 2 LAYERS �,�, A N G L E S T O T R A C K W I T H(8)N O 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 �
<br /> B R A C E W I T H D O U B L E D 3 6 2 5 1 3 7- � c�.i POWDER-ACTUATED F A S T E N E R S, �
<br /> 33 AT 8'-0"MAXIMUM O.C.AND I G Y P S U M B O A R D E A C H 10 SCREWS AT EACH ANGLE � (
<br /> � � S I D E P L U S A P P L I E D EMBED 3/4"PER ESR-2269.24" Drawn By: iHIKSR Checked By: KSR �
<br /> AT EACH WALL END.ALTERNATE FINISHES) I I MAXIMUM O.C.STAGGERED FOR 1 scaie: As indicated Date: 08/30/17 �
<br /> DIRECTION OF BRACES ALONG I I LAYER GYPSUM BOARD EACH SIDE,
<br /> LENGTH OF WALL.FASTEN � � I W � I 16"MAXIMUM O.C.STAGGERED FOR 2 Project Number. �
<br /> DOUBLED STUDS TOGETHER I I ( a � v � LAYERS GYPSUM BOARD EACH SIDE S EA�OOOO'TO� �
<br /> WITH NO 8 SCREWS AT 24" I I N � � N
<br /> MAXIMUM O.C..
<br /> Drawina Number: evision: o;
<br /> n
<br /> 0
<br /> N
<br /> OA SECTION ACROSS PARTITION B SECTION ACRO55 BRACING �
<br /> � o
<br /> TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE � � PARTITION TO FLOOR FOR SEISMIC 3 z
<br /> ' SCALE: 3"=1'-0" A6-001 SCALE: 3"=1'-0" A6-001 �f 2 -� a
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