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PARTITION N�TES
<br /> 1. REF CAPTURE TRACK QETAILS FOR DEFLECTION REQUIREMENTS.
<br /> 2. METAL STUDS ARE SPACED AT 16"ON CEIVTER MAX UNLESS NOTED OTHERWISE.
<br /> 3. ALL GYPSUM BOARD IS TO BE 5/8"THICK ON NON-RATED PARTITIONS UNLESS NOTED OTHERWISE.
<br /> 4. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE O.R HEAVIER. �
<br /> 5. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0".
<br /> 6. HOLD ALL SUBSTRATE 1/2"A80VE CONCRETE TO AVOID WICKING ACTION. y
<br /> 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY
<br /> STRlNGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED
<br /> PER CODE
<br /> 8. PROVlDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS.
<br /> COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER/TENANT.
<br /> 9. STUDS CONTINUE TO DECK UN�. REF CAPTURE TRACK DETAILS.
<br /> 10. WNERE NO CEILWG IS INDICATED CONTINUE FINISH TO DECK, UNO. MAINTAIN CLEARANCE BELOW qRCHITECT OF RECORD:
<br /> � STRUCTURE PER CAPTURE TRACK DETAlLS. JAMES A. HAILEY '
<br /> - 11. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING FROM DECK TO WALL STUDS ABOVE �
<br /> CEILfNG AT 48"OC FOR PARTITION STUDS UNDER 6"WIDE REF B3 / G3.0. 6700 ANTIOCH PLAZA
<br /> 12. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. SUITE 300
<br /> MERRIAM, KS 66204
<br /> COPYRIGHT NOTICE
<br /> This drawing was prepared for use
<br /> on a specific site
<br /> contemporaneously with its issue
<br /> date and it is not suitable for use on
<br /> a different project site or at a later
<br /> time.Use of this drawing for
<br /> reference or example on another
<br /> project requires the services of
<br /> properly licensed architects and
<br /> engineers. Reproduction of this
<br /> drawing for reuse on another project
<br /> is not authorized and may be �
<br /> contrary to the law.
<br /> C ONSULTANT
<br /> I WALL FINISH PER ROOM
<br /> � I FINISN SCHEDULE o
<br /> METAL STUD AS
<br /> I SCHEDULED
<br /> I I 3/8"DIA x2" EMBED HILTI
<br /> KWIK(ESR 1917)BOLT TZ AT �
<br /> I � EACH END AND AT 32"OC
<br /> I ( BASE TRACK �
<br /> EXISTING SLAB �
<br /> _._______...._...._....._;. __._�_�_._
<br /> - .-, _,__...:.. � � .
<br /> ,. , . . � � �
<br /> � � < �
<br /> . <. :.� ,
<br /> � �,,,,, z
<br /> BASE TRACK DETAI L Q �
<br /> D � 1 1/2"= 9'-0" � W
<br /> - 0 Z �
<br /> W Q
<br /> W .J
<br /> � U
<br /> ..�
<br /> � � Q
<br /> � o� W � .
<br /> `�`� > �
<br /> CUT GYPSUM BOARD �„ ��, NOTE: USE 0.145 DIA � W �
<br /> EXISTING WOOD ROOF TO FIT WITHIN 3/8"OF PAF FOR DEFLECTION �
<br /> SHEATHING METAL STUD REF BOTTOM OF ROOF DECK TRACK ATTACHMENT TO O W
<br /> EXISTING SUBPURLIN PARTIT ON TYPE GIRT AT SIM CONDITION ° o �N W
<br /> (4) 10D NAlLS; PRE-DRILL ��4 CONT � /
<br /> METAL STUDS M� ATTACH CEILING JOIST W
<br /> v 2 X4 BLOCKING WITH (2) :
<br /> TO TRACK W/(2}#10 SEALANT � ROOF DECK v C�
<br /> 16D END NAILS r- TEK SCREWS,TOP AND
<br /> BOTI'OM
<br /> ``' ATTACH 16 GAUGE 6° �
<br /> — __ __ ____�____.�__T_--..___._�____�_�_,_,--_____—_ ____ _______��.____ _ __�_—�______ 16 GA TRACK, _ DEFLECTION TRACK WITH#10 TEK .
<br /> � ATTACH TO EACH "' SCREWS FOR(2) ROWS AT
<br /> . ; i___.___ ___�_��__--_ __�_, T__ - - - - - - - WALL STUD W/(2)# 24"O.C.TO METAL ROOF DECK
<br /> �, i ->� � �- � � ATTACH GYPSUM _
<br /> � 10 TEK SCREWS AS
<br /> j _� _� � 1_ i SHOWN BUARD AT TOP "' �
<br /> _ _ _ _ e _ _ _ _ _ i ONLY 2"x20 GAUGE CONT
<br /> i CEILWG PER METAL STRAP
<br /> � SCHEDULE J-MOLD EDGE � ISSUE BLOCK
<br /> WALL FINISH ----
<br /> REF PARTITION TYPES NO. DATE DESCRIPTION
<br /> CEILING J41ST ATTACHMENT CAPTURE TRACK
<br /> �� 1 1/2"= 1'-0" �+ � 1 1/2"= 1'-0"
<br /> I WALL FINISH PER ROOM
<br /> F{NISH SCHEDULE —HEIGHT OF WALL(NO
<br /> I METAL STUD AS 4'-0"MAX BOTfOM OF�STRUCT RE
<br /> I SCHEDULED P�: /UNDERSIDE OF DECK)
<br /> I I 3/8" DIA x2" EMBED HILTI 3 5/8"X 20 GAUGE METAL LETTER{NDICATES
<br /> J BEAD KWIK(ESR 1917}BOLT TZ AT STUD CONTINUOUS AT � PARTITION TYPE ME1 5 8'SMETAL STUDESS:
<br /> I I EACH END AND AT 32"OC MIDPOINT ! NUMBER fNDICATES
<br /> CAULK JOINT BRACE TO METAL STUD 2-2 1/2"METAL STUD
<br /> I ( BASE TRACK � ADJACENT WALL THICKNESS 3-3 5/8"METAL STUD
<br /> I _ _ _ _ _ AT CORNER 6-6"METAL STUD
<br /> EXISTING SLAB DIAGONAL 3 5/8" ��2„ 10 A3 8-8°METAL STUD
<br /> Z METAL STUD BRACING ° � ° CONTROL G I TUM.BOARD
<br /> c� .. �� � � : . �. � . . AT 48 OC AS - - - - - GYPSUM BOARD
<br /> � � REF SPECIFICATIONS
<br /> m Q .� ; :;;..a° ..'<�.. a , REQD TO STABILIZE 20 GAUGE CLIP m
<br /> � � _ ° : PARTITION ANGLE
<br /> . . ��, � . .. < �
<br /> ,..
<br /> . a < � I .
<br /> . , : - °._ 20 GAUGE
<br /> °° . '�a T�P TRACK :..-: _�_-= EXISTiNG TO REMAW ��^��' INSULATI�N
<br /> . . . .. . - - - , �aa • .. � . � _ .. . .� � . � . . � � � . �. � � - . . � . . . . � .� . . - - .. . � . .. . , . . . . . � � . . � . . � . . . . . . . . - . . CCYY.YSYYII.YJ[I.Z7.Z1. . . . . . . . . . . .. . - .
<br /> . . . a' , da. .d� a; . . � . . .. . . . � . , � � . . ' - � ' . � - . � . . - . - . . . � . . . . . . - . . . . . . . . . � - . ' . .. � . . ' .
<br /> . . . . � - . .. ' , . a . � - - . � . . � . � . . . . . � .. . . . .. . . _ . . . . . . . . � - . . . . . . , . . . � � � � . . . . . . , � . . . .. - . . . . . . . . . . . . . , .
<br /> . a.m�. 4 . .tl:: � : < �. :a. I METAL STUDS NEW PARTITION
<br /> . 9921 ��
<br /> AS SCHEDULED i �F�ISTEREp
<br /> . � ,a: ^���� a' ° �-e� �°. -m�r-r- COOLER/FREEZER PANEL _
<br /> � WALL FINISN ARCNI`fECT �
<br /> BAS E T RAC K D ETA I L AT � � �. REF PART€��°"nPES �
<br /> �
<br /> RAISED CONCRETE PARTITION BRACING ['� GYP BD CONTROL J�INT PARTITION LEGEND j ,,���r,a�L��H���FY �
<br /> B� 1 1/2"= 1'-0" B� 1 1/2"= 1'-0„ U� ��_ �_ ,�
<br /> , o� was€���� o,�� �
<br /> 1 1/2 - 1 0 3l32"= 1'-0" "`�
<br /> ��-�-_,�. ,.:..�
<br /> INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE
<br /> ¢
<br /> � HEADER HEADER MINIMUM EFFECTIVE
<br /> GALVANIZED SHEET REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE oPPosiTE si�E LENGTH MEMBERS PROPERTIES PER STUD �ATE: 04/04/18
<br /> METAL CLOSURE. CAULK 2' TO 6' (2)6" X 'E8 GAUGE 1x = 2.C�42 Sx = 0.67� `
<br /> BETWEEN JOINTS AND 6' TO 8' (2) 6" X 16 GAUGE 1x = 2.518 Sx = 0.839 DRAWN BY: JRZ
<br /> TOP AN�BOl-fOM � 8' T(J 10' (2) 6" X 14 GAUGE 1x = 3.Q94 Sx = 1.031 +
<br /> ``' 10' TO 12' (2) 8" X 18 GAUGE 1x = 4.134 Sx = 1.033
<br /> � 12' TO �14' (2) 8" X 16 GAUGE 1x = 5.110 Sx = 1.277 B CHECKED BY: �J �S
<br /> " WHERE NO CEILING IS WHERE NO CEILING IS METAL STUD 14' TO 16' (2) 8" X 14 GAUGE 1x = 6.303 Sx = 1.576
<br /> � ' M INDICATED, � i ( � INDICATED, � � k (1)#10 TEK 18' TO 26'' (2) 12" X 16 GAUGE 1x = 15.734 Sx - 2 334 + JOB # 62930113
<br /> , ! I � C O N T I N U E G Y P S U M i I � C O N T f N U E G Y P S U M ,, I ( SCREW AT EACH
<br /> BOARD TO DECK UNO, i BOARD TO DECK UNO, ; VERTICAL STUD +
<br /> I I REF C1 / G3A i I I REF C1 / G3.0 : I I
<br /> ATTACH STUDS TO DOUBLE MTL STUD SHEET TITLE
<br /> ` I EXISTING CONCRETE BATf WSULATION METAL MESH - i � I I BOTTOM TRACK AT JAMBS
<br /> a ` I I WALL WITH 3/8" DIA x2" WHERE INDICATED • " i � Q
<br /> EMBED HILTI KWlK(ESR 20 GA. METAL STUDS " ( 20 GA. METAL STUDS i I 20 GA. METAL STUDS � I TOP TRACK METAL STUD
<br /> I I 1917) BOLT TZ AT 32" OC 16"OC 16"OC i I 16 OC : I I 2 STUD BOX BEAM HEADER
<br /> i HEADERS 18 GA TRACK WITH (3)#10 TEK
<br /> � I 5USE WATER � I� � i � I WA ER REUSISTANT E -, � I FINISH AS SCREWS EACH SIDE TO HEADER PARTITION TYPES
<br /> � ' I I RESISTANT i � I GYP BO AT WET INDICATED 18 GA TRACK AND (6)#10 TEK SCREWS TO JAMB AN D D ETAI LS
<br /> (V GYP BD AT WET i AREAS) � I BOTi' M TRACK
<br /> � • ( I AREAS} � , � � ; � ( 0 METAL STUD JAMB
<br /> N A GYPSUM BOARD BOTH SIDES B METAL MESH ON ONE SIDE ONLY C GYPSUM BOARD ONE SIDE ONLY SECTION-A VARIES SECTION-B
<br /> � TQP OF WALL ATTACH EM ENT SHEETNO.
<br /> � AT FURRED WALL PARTITION TYPES HEADER CONNECTION DE�fAIL
<br /> 0
<br /> N A5 „_ , ,. Q Q
<br /> � 1 1/2 - 1 0 ` `� 1 1/2"= 1'-0" � `� 1 1/2"= 1'-0" � ■ �
<br /> �
<br /> �
<br /> � BRR Origfnai prlirted on recycled paper
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