HomeMy WebLinkAboutA108.0-A201-Partition ScheduleSTUD FRAMING NOTES
. TABLEBELOWISBASEDONUNNERSALINDUSTRIES,UNIMAST�USG)CORP.'SLIMITING
HEIGHTTABLES FOR UNBRACED STUDS SPACED 16" & 24" O.0 (SVSTEM FOLDER SA-923
1990 EDITION), REQUIREMENT FOR S PSF LATERAL PRESSURE & 1/240 ALLOWABLE
DEFLEQION FOR FLEXIBLE FlN6HE5 W/ 1 IAVER OF 6VP. BD. PER SIDE OF STUD.
. SCHEDULEDHEIGHTSMAVBEINCREASEDBV50%WHERETHESTUDSAREDIAGONALLV
BRACED ATTHE MAHIMUM HEIGHT POINTTO THE STRUQURE ABOVE @ 4'-0" QC.
. CAUTIONIWHENUSINGSTUOSMANUFAQUREOBVACOMPANVOTHERTHENUSG,
VERIFV MANUFAQURER'S STUD STRENGTH AND LIMITING HEIGHT. ADIUST GAUGE &
MAHIMUM HEIGHT RECOMMENDED BV MFR.'S NRRENT PRINTED SPECIFlCATION.
. SEETVP.WALLFRAMINGFORGAUGEOFSTU05.VERIFVLENGTH,HEIGHT,LOCATION
OF BACKING PL4TE, & NUMBER.
. REQUIREDWITHACCESSORVMANUFAQURERS.USE#125ELFTAPINGSHEEfMETAL
SCREWS WHEN ATTACHING ITEMS TO BACKING PIATE.
. WALLSTUDFIANGESARECONTINU0U5ATBACKINGPIATE.
LIMITING HEIGHTTABLE FOR UNBRACED STUDS
Stud Stud Stud Stud Maximum
Wid[h Type Gauge Spacing Heigh[
1-S/8" 1585T25 25 16" 9'-6"
158A25 25 24" ]'3"
2-1/2" 2125T25 25 16" 12'-6"
2125T25 25 24" 10'-9"
2125T22 22 16" 13 0"
2125T22 22 24" 11 6"
2125T20 20 16" 14 0"
II25TID ID 24" 123"
35/8" 3585T25 25 16" 16'-0"
3585T25 25 24" 13'-6'
3585T22 22 16" ll'd"
3585T22 22 24" 15'-0"
35&STID ID 16" 18•3"
3585T20 20 24" 16'-0"
6" 6005T25 25 16" 20'-0"
6005T25 25 24" 15'-0"
� STUD LIMITS & FRAMING NOTES
A201 N.T.S.
NERAL PARTITION NOTES & KEY
PX X
PARTITIONID� �CONSTRURIONFINISH
1. ALL 11GHT GAUGE MTL WALL $TUDS SHALL BE 20 GA. MIN. U.N.O. SEE 1/A201 FOR
STUDGAUGE LIMITING HEIGHTS&TVP. FRAMING NOTES.
2. SEE�ETAIL2/A201FORTVPICALTOPOFWALLFRAMINGATFULLHEIGHTWALIS.
BRACE WALL FRAMING UP TO E%ISTING STRURURE, AS REQUIRED FOR LATERAL
$TABILITV.
3. SEE 2/A510, 3/A510, & 4/ASID FOR TVPICAL WAL6FLOOR CONNECfION DETAILS.
4. USE MOISTURE RESISTANT GVP. BD. ADIACEM TO PLUMBING FI%TURES UNLESS NOTED
OTHERWISE.
S. USES/8"CEMENTBOARDBEHINDALLTREDWALLS&ATALLWALLS/CEILINGS
IMME�IATELV A�IACEM TO AN� WITHIN 18" OF TVPE I E%HAUST HOO�S.
6. IF NOTALREADV E%ISTING, ALL E%POSED WALLSTO HAVE ACONSTRURION FlNISH
(5/8" GVP. BD. WHERE NOT NOTED ELSEWHERE) EMTENDING FROM THE FINISHED
FLOOR TO THE BOTTOM OF DECK.
]. G.C.TOPROVIDEBACKING/BLOCKINGINWALLSASREQUIREDFORSECURELV
ATTACHING ANV WALL HUNG CASEWORK, EQUIPMENT, FIXTURES, OR TOREf
ACCESSORIES.
8. REFERENCESTOTHEBACKOFHOUSE(B.O.H.)INCLUDETHEOFFlCE,PREP,SNLLERV,
STORAGE, & UTILITVARFAS.
�Ri�
�UNOERSIOE OF E%6TING OECK A90VE
' �CEILIN6ASSCHEDULED
�\ `
DININ6/HALLWAV ��j � ��KI�TCH NONTABLEIBELOWSHAS
METAL STU05 AT 24" O.C-
SEE 1/A201 FOR STUD 6AU6E
5/8" GVP.BO.
S/8" CEMENT BOARD
�,\ 4� ��SEE6HEETA�SQHEOUL �-
THG,._.......__ --��---��--�—��FINISH HEIGHTOF
RELEASED FOR CONSTRACTI�N `°"ST". ""'S"
D. ASSHOWN
Su6jecitacompliancewithallregulafions 1TGVP.BD. ASSHOWN
of State and Local Codes
[i�y Of �dlTl¢I
y sn` uil�lux�rlw.Jti�
�
DATE: OZ�� H�ZO
UNOERSIOE OF FLOOR OR RWF
STRUQURE ABOVE. SEE GENERAL
"NOTE" ON ATTACHMENT BELOW
NOTE ALL CONNKTIONS TO
STRUQURE ABOVETO BE
ATTACHED TOTOP CHORD
OF STEEL TRU55 OR TO A
HORIZONTNL MOUNTING
PLATE RUNNING BEfWEEN
THE TOP CHORD OF STEEL
TRUSSES. DONOTATTACH
TO DEIX.
CONT. 18 GA DEEP LEG DEFLEQION
TRAIX (11/2" MIN. DEEP LEGS).
CONNEQTO ROOF STRUQURE WITH
(2) #125CREW5 @ 16" QC.
CONT. 3 5/8" H 20 GA. TRAIX W ITH
(l)#125CREW W EACH FIANGEOF
EACHSTUD
"z� NON-RATED DEFLECTION DETAIL
A201 11/2"_1' 0"
WALK-IN COOLER
CEILIN6 AS SCH EDULED
FACE OF WALK-M COOLER PANEL
5/8" CONSTRUQION FlN6H
AS NOTEO ON TABLE BELOW,
OIREQLV APPLIEO TO FACE OF
WALK-M COOLER PANE6
COORDINATE INSTALLATION &
FASTENING REQUIREMENTS WITH
KITCHEN EQUIPMENT VENDOR 50 AS
TO MAINTAIN WARRANTIES
KRCHEN
SEE SHEETS A210 & AS10
FLOORING AS SCH EDULED-
SEE SHEETA230
TA�STUD9ZE CONSTRUQIONFlNBH HEIGHTOF
I� CONSTR FlNISH
Pla N/A CEMENTBD. T.O.COOLER
P1
1/4" STAWLESSSTEEL
� WALLCAP
� SEALANTASREQ'D.,
TVP. AT EACH SIDE
SEE DETNIL3/N201 FOR
ADDITIONAL INFORMATION
�UN�ERSIOE OF EXBTING OECK ABOVE
i T PqRTITIONTVPEABOVEA55CHEDULED,
SHOWN DASHED FOR REFERENCE
METAL STUDS AT 24" O.C-
SEE 1/A201 FOR STUD GAUGE
5/8" CONSTRUCTION FINISH
AS NOTE� ON TABLE BELOW
SEE SH EETS AIIO & A510
F�oonirv� as sa Eou�Eo-
SEE SHEETA210
THGSTUDSIZE CONSTRUCTIONFINISH HEIGHTOF
ID CONSTR.FINISH
P6a 35/8" CEMENTBD. 5'-0"A.F.F.
P6
6,. � /4�/
\ � �~ ~��j
w m p �
\
�' ,
z
� �3/^!f /-�
H553x3x1/4W/BASE ~
P 4" x 8" x 1/2" W ITH
(4)3/8"� HUS-H HILTI
SCREWS EMBEO 2 3/4"
INTO CONC. SlA6 ON
GRA�E
- ATTACH STUD WALL
a CONSTRUQIONTO � �
STEELPOST
HOLD POST BAIX 6"
FROMENDOFWALLTO '-,.
ALLOW FOR BASE PLATE
3"x3" STEEL POST W/ � �
4"x8"STEELBASE
PLATEBOLTEDTO � ��
CONCRETEFLOORFOR
� IATERALSUPPORT �
SEQION �� PIAN
a� WALL POST DETAIL
?01 11/2��_l� ���
� �`r ��
I I �� UNOERSIOEOFEXISfINGOECKABOVE
� �-
I I i WHEREOPENCEILING65CHEDULED,
2 � E%TENDMETALSTUDFRAMING&
CONSTRUQION FlN6H TO DEIX AS
q2p1 � ��NOTEDONTABLEBELOW
I E%6TING WALLTO REMAIN/WALK-IN
� WOLER PANEL, SHOWN OASHEO
� _ ________ ______________
I
I
� CEILING AS SCHEDULED
� METAL STUDS AT 24" QC-
I SEE 1/A201 FOR STUD GAUGE
�
I 5/8" CONSTRUC710N FINISH
I AS NOTED ON TABLE BELOW
I
I
I
i
� BASEASSCHEOULEO-
� � �SEESHEEf5A210&AS10
I
� FLOORING AS SCH EDULED-
� �SEESHEEfA230
TA�STUD9ZE CONSTRUQIONFlNISH HEIGHTOF
I� CONSTR FlNISH
P2a 35/8" CEMENTBD. 1T-0"ARF.
PZ P2b 35/8" CEMENTBD. B.O.DECK
P2c 3 5/8" M06TURE RE56TANT GVP. BD. B.O. DECK
P2d 35/8" GVP.BD. 10'-11"ARF.
- UNOERSIOEOFE%141NGOECKA90VE
_ �EXISTINGCEILINGTOREMAIN
- 31/2"SOUNDBATTINSUTATION
BETNEEN METALSTUDS, IF NOT
_ ALREADVEXISTING
_ E%ISTIN66VP.BD.TOREMAIN
DININ6/HALLWAV FAMILV
' EXBTINGMETALSTU�STOREMAIN
� 5/8" WNSTRUQION FlNISH
- ASNOTEOONTA9LE9ELOW
BASEASSCHEDULED-
_ SEESHEETSA210&A510
. �FLOORINGASSCHE�ULE�-
sEESHEFrazio
THGSTUDSIZE CONSTRUCTIONFINISH HEIGHTOF
ID CONSTR. FINISH
OP]a EHIST. CEMENTBD. ASSHOWN
P] P#b
P#c
Pdd
� � �- -� �
I I � UNOERSIOEOFEXBTINGOECKABOVE
� �-
I I WHEREOPENCEILINGISSCHEDULED,
� I E%TENDMETALSTUDFRAMING&
CONSTRUQION FlNISH TO DEIX AS
q2p1 I NOTEDONTABLEBELOW
I \
� = EHISTINGWALLTOREMAIN,
� SHOWN DASHED
� ' ____ _ _ __ ________________
I
I
� CEILING AS SCHEDULED
� MEfAL STUDS AT 24" QC-
I SEE 1/A201 FOR STUD GAUGE
I
� = 5/8"CONSTRUQIONFlN6H
I � AS NOTED ON TABLE BELOW
I
�
I
I 5/8" CEMENT BONRD
� BASE AS SCH EOU LEU
� �SEESHEETSA210&AS10
I
� FLOORING AS SCHEDULED-
� .. �SEESHEETA230
TA� STUD9ZE CONSTRUQIONFlNISH HEIGHTOF
I� CONSTR FlNISH
P3a 35/8" ER.T.PLVWD. 8'-6"AEF.
P3
UNOERSIOE OF EXBTING OECK ABOVE
z cewrve ws scN eou�eo
A201
BOH KITCHEN
METAL STUDS AT 24" QC-
SEE 1/A201 FOR STUO GAUGE
S/8" CONSTRUQION FINISH
AS NOTED ON TABLE BELOW
5/8" CEMENT BOARD
BASEASSCHEOULEO-
SEE SH EEfS A210 & AS10
- FLOORING AS SCH EDULED-
- �SEESHEEfA230
TA� TUD9ZE CONSTRUQIONFlNBH HEIGHTOF
I� CONSTR FlNISH
P4a 35/8" ER.T.PLVWD. 6"ABOVECLG.
P4
�innCianiels
A R G H I T E G T 5
2145 Ford Parkway, Suite 301
SainlPaul, Minnesota 55116
651.690.SS2S
www.fnn-daniels.com
Re6eccaL.0lson,AlA #AR11500059
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asian grill
THE BRIDGES
365 WEST 116TH STREET
SUITE 140
CARMEL, INDIANA 46032
BIBIBOP STORE NO.: TBD
BIBIBOP P.O.: The Bridges
PROJECT NO. �.
�RAWN BV.
cHECKEo ev�.
ISSUES AND REVISIONS�.
881905 I
9V �
RLO �
LL/CLIENTREVIEWSET 1L262019I
PERMIT ISSUE 12.172�19
SH E ET TITLE:
PARTITION SCHEDULE
A201