HomeMy WebLinkAboutB14-0156 plans approved .
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FOUR S EAS ON S
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Vail, Colorado
iown of Vail
�OPY
UNIT 3 016/3 018 - WATER DAMAGE REMEDIATION
FOR CONSTRUCTION
MAY 1, 2014
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GENERAL NOTES:
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ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH APPLICABLE LOCAL
AND NATIONAL CODES
CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL
NECESSARY PERMITS, FEES, AND INSPECTIONS
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY
AND PROPERTY SECURITY DURING CONSTRUCTION
4. IF CONDITIONS ARE ENCOUNTERED OTHER THAN THOSE SHOWN ON THE
DRAWINGS OR OTHER THAN WOULD BE REASONABLY ANTICIPATED, NO DESIGN
ALTERATIONS SHALL BE COMMENCED WITHOUT APPROVAL OF ARCHITECT OR
OWNER
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ALL WORK SHALL BE FULLY CONNECTED, WIRED, AND READY FOR OPERATION
ALL WORK SHALL BE PLUMB, LEVEL, MECHANICALLY SECURE, ELECTRICALLY
SAFE, AND PRESENT A NEAT AND FINISHED APPEARANCE
7. AT CLOSE-OUT OF PROJECT ALL WORK SHALL BE TOTALLY CLEANED INCLUDING,
BUT NOT LIMITED TO: ALL SURFACES OF GLASS, CARPETS VACUUMED, MIRRORS
CLEANED, MILLWORK DUSTED AND WIPED, CAULKING BEADS TRIMMED, PAINT
AND STAIN CUTS STRAIGHTENED
8
- 9
SUBSTITUTIONS OF PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE MADE IF
APPROVED BY ARCHITECT OR OWNER
ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION RECOMMENDATIONS
10. DO NOT SCALE DRAWINGS
ELECTRICAL NOTE:
NO ELECTRICAL ALTERATIONS ARE REQUIRED FOR THIS WORK
MECHANICAL NOTE:
NO MECHANICAL ALTERATIONS ARE REQUIRED FOR THIS WORK
FIRE SPRINKLER NOTE:
NO CHANGES TO THE FIRE SPRINKLER SYSTEM ARE REQUIRED
FIRE ALARM NOTE:
NO CHANGES TO THE FIRE ALARM SYSTEM ARE REQUIRED
CODE ANALYSIS:
ORIGINAL BUILDING WAS CONSTRUCTED UNDER THE 2003 IBC
CURRENT APPLICABLE BUILDING CODE IS THE 2012 IBC
BUILDING CONSTRUCTION CLASSIFICATION: 1B FIRE RESISTIVE
FIRE PROTECTION / LIFE SAFETY FEATURES:
1. AUTOMATIC SPRINKLER SYSTEM
2. STANDPIPE SYSTEM
3. FIRE DETECTION AND ALARM SYSTEM
4. EMERGENCY COMMUNICATION AND ALARM SYSTEM
5. EMERGENCY POWER SYSTEM
PROJECT AREA:
TOTAL PROJECT AREA INCLUDES APPROX. 1,120 S.F.
OTHERWISE KNOWN AS HOTEL UNITS 3016 AND 3018
THE UNITS ARE CLASSIFIED R-1
THE UNIT OVERALL AREAS ARE NOT CHANGED
THE EGRESS REQUIREMENTS OF THE UNITS ARE NOT CHANGED
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SHEET INDEX:
G-000 COVER SHEET
A-000
A-100
A-201
A-301
A-302
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NOTES/CODE ANALYSIS
PROJECT SITE PLAN
FLOOR PLAN & REFLECTED CEILING
PLAN
PARTITION TYPES
PARTITION DETAILS
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FOUR SEASONS �
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Vail, Colorado
Client: '�
Four Seasons Vail
1 Vail Rd
Vail,CO 81657
' Architect: '
Creative Design Assoc
434 BROADWAY ',
STH FLOOR I
New York, NY 10013 �
t.212-748-8900
' f.212-748-7950 '
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J�ssue Date Comment
' O1 5/1/14 PERMIT '
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Date: OS/O1/14
Scale: NOTED
Job#: 09-10B
Drw By: DBS -_---�
Title:
NOTES, SHEET INDEX,
CODE ANALYSIS
A-000 sheet:
02 OF 06
UNIT 3016/3018
WATER DAMAGE
REMEDIATION
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FOUR SEASONS
.f/'of�a�al.i����if�
Vail, Colorado
Client: ,
Four Seasons Vail '
1 Vail Rd
' i Vail,CO 81657
I !Architect:
Creative Design Assoc ' ,
434 BROADWAY
5TH FLOOR
New York, NY 10013 I
I i 't.212-748-8900 '
I I I��f.212-748-7950
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400430
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Issue Date Comment
, Ol 5/1/14'i PERMIT
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Date: OS/O1/14
Scale: NOTED � �,�
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Job#: 09-106 —�
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Drw By: DBS I
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Title:
SITE PLAN/PROJECT
LOCATION
A-100 Sheet:
03 OF 06
UNIT 3016/3018
WATER DAMAGE
REMEDIATION
S Y M B 0 L S L E G E N D F L 0 0 R P L A N N 0 T E S ',
O' CEILING MOUNTED SPRINKLER HEAD 0'-0" CEILING HEIGHT PAR¶PON TYPE '�w
1. REFER TO SHEET A-301 fOR PARTITION TYPES AND TYPICAL DETAILS.
A1-I iNSU�nnoN sur�iz FOUR SEASONS .
Q WALL MOUNTED SPRINKLER HEAD S� SMOKE DETECTOR A - PARi1TI0N ASSEMBLY HOURLY RATING 2. PAR➢TION RATINGS FOR FLOOR PIAN PARTIiIONS(U.O.N.): ��
-CORRIDOR�GUESTROOM: 1�2 HOUR �30 MINUTES� ,��c%�22�,����p��. �
CODE TO PARTITION CONDITIONS -GUESTROOM/GUESTROOM: 1 HOUR ��,
� CEILING MOUNTED LIGHT FIXTURE �� CARBON MONOXIDE DETECTOR -BATH EXHAUST/HVAC SHAFT: 2 HOUR VaII, Colorado �
-ELEVATOR/STAIR SHAFTS: 2 HOUR
O O RECESSED LIGHT FIXTURE ❑S SPEAKER -LINEN CHUTE OPENING ROOMS: 2 HOUR -�� - ---�---�- -�__�°-�-��
PARTITION WALL -STRUCTURE: 2 HOUR �
Client:
�� WALL MOUNTED LIGHT FIXTURE � RETURN AIR GRILLE 3.REPLACE DRYWALL AND INSULAiION IN WALLS/CEILINGS AS FOLLOWS: '
Trrrrrr�7r AFFECTED WALL/CEILING TO BE REPLACED PER NOTE 3 ROOM 3016: SOUTH WALL ABOVE 12"AFF Four Seasons Vail i
SOUTH WALL OF CLOSET,FLOOR TO CEILING
� TRACK LIGHT FIXTURE � SUPPLY AIR GRILLE PARTIAL CLOSET CEILING AS REQUIRED 1 Vail Rd I�
ROOM 3018: NORTH AND SOUTH WALLS ABOVE 12"AFf Val�,C�8�65� ''�.
Q e � RECESSED WALLWASH LIGHT FIXTURE � ACCESS PANEL ALL CLOSET WALLS,FLOOR TO CEILING �, �AfCI11t2Ct:
�, ENTIRE CLOSET CEILING
� �uNCrioN eox Creative Design Assoc
434 BROADWAY
- II
UNIT 3018
UNIT3016
SEE NOTE 3
ABOVE, TYP.
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UNIT 301
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SEE NOTE 3
ABOVE, TYP.
IIT3016
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UNIT 3016 8�3018- REFLECTED CEILING PLAN ��UNIT 3016 8�3018- FLOOR PLAN
2 �
1/8"= 1'-0" 1/8"= 1'-0" N
NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO INSPECT LOW VOLTAGE AND ELECTRICAL
SYSTEMS, ETC. IN AFFECTED AREA AND MAKE ANY AND ALL NECESSARY CORRECTIONS.
5TH FLOOR
New York, NY 10013 '
t.212-748-8900
f.212-748-7950
__ _ _ _
Seal 8.Sigppi����
Issue Date Comment
Ol 5/1/14 PERMIT
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Date: OS/O1/14 x
Scale: NOTED �
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Job#: 09-106
Drw By: DBS
-- _ _ _ _
Title:
FLOOR PLAN 8�
REFL. CLG PLAN
A-201 Sheet:
04 OF 06
UNIT 3016/3018
WATER DAMAGE
REMEDIATION
Utsign No.U419
Non Bearing Wa4 RaqngS-1,2,3 or 4 Hc(Set Items 3 8 4)
�esign No.U423
8earir.g Wall Ratings-45 min, i, t-1/2 ar 2 Hr(See items G 8 0�
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. . Far Vumeer af L+yc�+ �� h��� �u�ni•i r�i i,..��� t
� n4 !Iuurlr R�tlnix � .ud Haurl� R.au�p.
, $Pe Il!«1 1 ���� `��_��.-' .�. 1�•�„ i
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t.F1oor�nd GNing Runrun-(Not sAornj-Chmnei�h�pQd.fabriaced
��, frpm mio 25 MSG corrosqn-pmteRed stet4,min widN to ucommpGSe 1,Floor and Ceiling Runners--(NC;sbownl-t hannc�:sh.,pe� taG�,:av�•i
swa�i:e.+i[h min]in,�pnq leqs.aRathtd to Roo��nd ttllMg witn (�orn min Q.037i in.thi<t f,NO.24 M5G)c.�nesiomF�mtectrA sterl.tt,.�t
. 6itener5 Il In.IX n�7s. ru��ide a sound svuctural connection between steel s:��ds and ad acrnr
�� 2.5ted Studs-Channel thaped.fa6nc�ted 6om min i5 MSG co.rosiw�• � 1
pmtected stee4 min rndU u indicated urtder ltem a, min 1-t/S in. assembhe;su�h az ftcor,,ceitings and!cr othe�Wa�IS.A'ZdiIIP:I[0 tlCt�
Aang!s and I/L in.reWm,spaced a max N 2C in.OC.Studt W be wt 3/8 an�cei{inq ast:rmbiipt with ctee)�asteneis:pac¢d nn(grta(er th,tn 2L ia.
. to 3/��n.lets U�n aiTembty height. ����
3.iatts md Blankttt•-(RsV�reC as v+dicated urder Item a)-I1in�nl 2.Stest Studs Hl��n 0.0324 in.Ihick rNo. ?o N.SG) torro;iom=:r�tectrd
wod batts,hicticn Rtted 6otwe�n scuda and*unnen.Min nom thickrxss iteel sead�.min 1-:i2 in,w�de.CO��fOrme�,desiqaed in aecerdanee:+9th
�. as indkdted under Ittm 4$et latts aad blankets(BKMV a(6Z]Zj tho;unent ed�Uoa nf the St�ecifica!ion fm tPc Oesiqn nf(rld Formr�
Caugories far n�mes of passified comp�ni¢5.
3A.8alts�nd Blan4ts•-(Option�l)-PlaceJ in etud u»tia.arry y4ss FtRE RE515tANCE RATiNGS•ANSI/U1263(BXUV)-Conbnued
Rber or miner�t waol insuWtbn beari the UL Classilication NarYing as
te Surf�ep Buming Chara[terisci[s and�or firc Resistan[e.See Oattt and Stcei Structural MemGers by the Amencan Imn and Stell InSt�WtC{AISI)
� �I�nk�6(BKNY or Bl]Z)GdqoAai far aames of Classified companies. A!1 design details enhancing the str�ctural mtegrity of the wall assembly,
<.W�IIDmrd,Gypsum•-Gy�um panels with DeVe1eA.tGw.r or Gpercd inc(u0ing tl�e axial design load of(he studs,shatl bc ap specifiM by the
edges�applisd vertically or twri:onnL(y.Vertial joinu censercd over ;teel stud designei and/oi producer,and shaU meei the reduHements of
���. Stutls i�fGggeRd oM Stud c2v�ly on oppo5ih sitles of studs.4tM1ic�l al!applicab{e local cvde aqencies.The maa stud spacing s�att not exceed
m w c„d .
join[s in adjue�t UyeK(mulObyv Syi[t s)sUgqerM one st ry Zc in,OC.S[uds attached to Roor and ceding runners Nith!/2 in.ton
9
Hauonql edg�jaintz�nE haniontai GuK 7amts on appostte sides of fype 5�12 panhead.self-d�illing,sal(�tapping steel saews on 6oth si4es
s[uds stigge�ed a min of 12 in.HorizonW edge joiMi�nd horinnwl of the studs o�by welded or 6oited connertions designed in xmrdance
Outt 7�oints in adj�cem layers(multil�yer sys[ems)ip9 reA a min of 12 wjth the AI51 sperifications.
e
In.TAe t�ickness md mimber of I�s fur the i hr,2 r.3 hr snd 6 hr
� n[ings are af fDLLOws: 3.Latenf Support Mem6ers-(NOt shown)-Where required for lateial
�� Mf�Rpoud hoteetlon on EacM1 Slde of YYall supvd�t of swAs. suppart shall De pronded by means of steel straps.
channel;ar other simila�mtant as sDecified in the desi�n of a particula,
xe.Ot tay�a Nin RlcMaf sceel:tud wa0.syitem
Mln 51W MO Thklm�cs Of tnrd�doe g �yallboard,Gypsum•-Gypsum panels with Ocveted,squart or Wpered
R1Sfy Optl1 Qf hnell i���) P�grs, applied verticatty or horizonW(ty.Yerticat jointt centeted ovei
S 3J/2 1 layet S/8 in.Uick ODHOn�I st�ds and s[a a�ed onr stud cavit on o osite sides of siuds.Yerti[al
1 2J/2 1 lay�r,t/2 in.thick 41/2 in. 99 Y DD
1 1-S/! 1 laye4 3/4 in.thKk OppOMI j�'�n[s in adjacent laycrs(multilaycr syetems)stagqe�ed one 5tud[avity.
� Na�irontal e4 ointt and horirontal butt oints on o osite side,o�
� 2 1-S/8 2 te�s.1/2 in.thick Opdonal 9�'1 1 V7
2 1•5/! 2�yers.5!6 in.thick Dption�l st�ds stagge�ed e min of]7 in. Horizontal edge jointz and horizontal
t ;d/2 1�yer.3/(in.thid 3 in. butt jamt.�n adja[ent Wyers(molhlayer SyitPmil ftag9ered a mm of 12
3 1-5/8 3�yen.1/2�n.N+ck Opdon+l in.Thr thi;kness and number of taye�s and percent of dezign;oad tor the
3 1-5/8 2�yers,3/4 in.Nick ODbOn�� t4 mi�, 1 h�, I�1 J7 hr,and 2 hr ratings ur as follnws:
3 1-5/e 3 l�yxs.5(b m.thick OD��I
i � 1-5/B 4l�yers,5/6 m.ffiick Option�l W�ltboard Protection on Each Side of Wril
�� t t-5/6 4 tayeri I%1 in.thuk 00��� No.M laren
l'a�.th ic4 2 in.
l 2-i/i 2 uyos.3J And Thicknr*s h�cent Of
IIaH Of hnefs Oesl n Lw4
r P- • m ^9 9
�� ;d�r e c wac o t xa.s
G sum U.-1 .th /8
� fanaQl7� /2 yD
�
i 45 Min
i
P-% AR WRC or 1P-%2•3< n. lla er ].2�n.thic4 100
M k T Sf% SH7( NR% 1 1 .
c c . .G
I Y .
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. r� 1 hr 1 In er 5±8 m.thic4 100
, thick UITNhC00E 0 Typt]P-ED y .
Unlud Sut��6ypsum[0.-1/2 In.thick Type L WRC m IP•%2; 1�i;7 ht 7 layers.U2�� thfrt 100
S/8 in.LRit4 Type 5(7L SH%.WRK,IP-JI9,AR.[,NRC or(P-%2;3/� 1 hi 2 I�ycn,5/8 in.thict 80
ia tfiick ULTRACODE or Type[P-1U 1 h�;��� 2 layen,5/B In.lhick lOQ
Yaso Mameria�a SA d�CV-1/2 in.thick Type C.YfRC u IP•x2: t hr 3�yea.7/2�n.�h;ck 100
5J8 in.Nitt Type 50(.SM%.WRX.IP•%�.AR.[.1YRC Or IP-0U:3/� 7 hr ?layen.3/6 in,thicA 10b
� in,trkk UIiRAC00E a Type IP•X3.
� iyRating applicahlr when BattS and Blenke[s{I[em 6)are used.
FIRE RESISTANCE RAIIN65•ANSI/UL263(BXUV)-Co»tinued Canadi�n Gypsum Co.-ti2 in.[i�ick iypa SCX,Sfi7(,WRX,AR.(.
WR(,or 1P-X2:Si8 in.thick Type SC%,SH},'HRX,1P.X3,AR.C,
5.Fasten�r't-(►bt sAOwnj-Typa S orS-]2 sNf-driWng,s�U-taDD+�9 s� WRC or IP X2; 3(G in,thirk ULTRAC4DE o<<ype AR or IP-X3.
screws used ta atU[h panelsto uuds(Item 2J ar furri�p thannels(Item United States Gypsum Co.-1/i in thicic Type SCX,SH)(,WR7t,AR,
6).51ayu Iry�r tystamc 7 in.lnng for 1�2 and 5/8 in.thick p�nels or (,WRC,or IP�X2:5/B in.tM1ick Type$C%,$HX,WR%,IP•7U,AR.(.
��� 1-t/a in.lany tor 3/�in.thick paneia,spxed e in.00 when panels are WRC oi IP.%2; 3j<i�,th�tk ULTRACOQF ar TypE AR Dr!P-X3,
'. � �ppH�d fqrilonpUx o�32 in,0�wAen p�nels an�pDikd ve�ticaUy.iwa Yew P�namericano SA de CV-1/2 in.tbick Type SC7�.SNX.WRU,
d
lay.r s�rsums:rMSt byer-�,n.�or,q for i/2�nd s/e in.tnxk pan�ts o� pR,f.WRC or IP•1t2;5.8 m,thick lype SIX,SNX.WR%.IP%1,AR,
1•1/��n.loeg lor 3/f in.thick p�nels,spacsd]6 in.OG Second Iryer- �,yyR(o�IP-X2;3/t in,thitk ULiRAC00E.AR or iP-1t3.
. ]•5/61n.long fvr 1/2 in.,5/E in.thick pands or 2�1/4 in.Im�g(or 3J4 5.F�stenen-(NOt shownj-Type S oi S 12 self-0nitiog,self-GDP�ng steel
fn.Mick paneLt,spaced 16 in.OC vrith umvs aftset B fn.hom first byn. tcrew�.osed to attach panels ro runne�s jltem tj tnQ 5tud5 Qttm 2}ot
. 111fYl�I�ylf iyi!lIIIC Rtit 47yl.�- 1 i0.100q fM]/2 in..5/B in.t1n[k '� funing channels Qtem]�.Single layer tystemi:i in,tong for t/2 and
fY�
�� panels,spaad 24 in.OC.Second layer-1-5/8 in.long for 1/2 in..5/8 in. y�g;n,thic4 paoets or 1�1/4'rn iong fo�3/4 in_thic4 panets,spated 8
Uick pands.spaced 24 in.OC.Thiid layer•2•1/a in.long for I/2 in..5/8 �n.Ql xhen panels aie applied horiiontally,oi 12 in.OC when panets aie
in.Nick pane(s or 2•5/8 in.Long for S/8 in.thick paneLs,spaced 12 in. apD�+ed vertically.Two l�yer systems:first laye��1 in.long for 7!2 and
. OC.SerMVS Offut min 6 fn.frpm laylr below.Four-tsy�r rysMms:first ��� 5{8 in.thick paneis cr I�IJa in.lang for 3/6 in.thkk panel�..SDaced I6
liye�•1 in.(on9 fot 1/2 ie..5/8 ie.thitk pan!!S,spued 2<in.OC. ' in OC Second layer�1�5i8 in.lang for]/2 in.Ihick pancls a 2�1/4 in.
Second layer•1•5/8 in.long(or 1/2 in..5/8 in.thuk panels.spaced 2<
in.OL iM1ird(7yeo-2-1/4 in.(ong for I/2 in.thick panels or 2•5/8 in. long fo�3j4 in.thicl panets,spacetl lo in.OL wiM tcrew�s oNset 8 in.
IOng fW 5/8 i0.tAiCk pinels,SpatlC 24 in,pC.foYRh pylr•2•5/81q, {�um first layec Thrce-layer systems:Firsi tayer-3 in.lonq for t(2 in.
Ipn9 Por 1/2 in.Nitk paM15 Or 3 in.Wn9 fpr 5/8 in.thitk p)ntLS.Spittd thick paneLS,spared 7<in.OC.Second leyrr�LS/8 in,tong for 1/2 in.
� hi k anets s aced'2<�n. [. ihir >r 2- 4 in.lon for 1 2 in.
e c o eta . 1
P D / I
I2 m.OC.Scre�rs ofiset min 6 in.from fayer below. Y 9
6.Furtiny Uunnd[-(09���1. not shawn, for single or double l�yer thick pancls,spaced 12 in.QC.Sucwi off5et mm 6 m,from tayer betow.
systems)-Resilimt furtiag channats IaDrinted from min 25 MSG b.Batts and BUnkets'-(Ae�uirrd as in0icated�nde�Item 4)-NOm 2 in.
' cOrrosion•protKted stell,ipicld vlRitilly�mu of 2i m.OC.Flange thick mineral wool batts,f�iction fitted between studs and�unnas.See
DoRion attaChed to eath intersectinq stud with f/2 in.bag iype 5�12 B�its�nd Blankett(BkNV ar 6Z]Z)Categories for names of Classtfied
panhead sktl wexrs. compantes.
.. 7.7o{at bpa and Compound-v1ey1 a auin, dry w premized jmnt 6A.9atts and Bunkek'-��Gptional, rtat ihown)-PWred in stu0 carities.
tompound applied in two m7ti to)oiMS�nd Salw M20S 0�Outer layea. any glau fibei or mineral wool insuldtion braring the UL Ctassificatian
P�DCr t�pc.rrom 2 in.widt.anbedded in Brst Uyer of tompound over aU Marking a::o Surfacf 8urt�ing Characteriztics and,�or Fire Res'sstanc0.See
8.�ints of outer p�nrls. B�tts and B�nkets(BKNV or BU2)Cattogties fo�namrs of Classified
fdM�p,B�ek or SW[[D-(Optianal,not shown) -AWminum,vinyl or cartipanies.
strN ndirg,orict venee�or aucco,meetlng tne repuiremeircs oi lail 7.Furring Channsls (Optional on pne o�loth s�4es.ne;shown.Por singlr
t6di iglnt+as,i�stalled over gypsum panelt.Brick veneer attxh�d to oi daotlr layer systems}-Resilient�uning channeb fa6�icate0 from min
� studs wSM corng�ted mehl wsU ties atta[hed to e�ch stud v+ith tttel 25 MSG Conpsi0n-pr0fe[ted strel,s�aced Yerticnlly a max of 2<in.OC.
xmvs,not iaorc th�n each si�ctt,rourse of brick. fianqe portion attachea to each in[erzecting stud with!,'2 in.tong Type
4.Gulking md S�aUrKS•-(Optionai.rwt ihown A blJd 0(iCOUT[1UI 5•12 panhead steel saen�s.
S a
sQa1xR�ppli�ed uourd the paKition perimetpr r soun4 tontrol. g �oint Tape �nd Campound-Vinyt or usrin, d+y or prem�xed 7mnt
UMSCG StKOi 6yp3Yln G0.-TyQC AS ccmpound a{�plied m twa maL to joints and Scre�n�f+eads of oute�tarers.
'Barinq the UL Qassifieatron Wrking Pape�t3pe,nani 2 in.wiJe,embedded in first laye�of compound aver all
� join!;cf pgt2:ldyer:,
9.Siding,Bri<k or SWCCO-{Optional, not shown)-Aluminum, hny!or
'. sirei si3inq,prick veneer or stucco.meebng the requvements oi local
tdde ageh,;es.Brick,encer a{tached to studs with cormgated metat v.all
des attached to ea�:fi stud n��th steel screxs.not more than each sfxth
course af hrid.
'�. FIRE RESIS1nNCE RA11NG5 -ANSI,'U12o3(8Xt1V)-Conrin�td
:0 Caulkin9 and Seatants'-iOCtioral.nat 5lfownl-A 64dd of MCUStltal
seatant 3ppticd a�cund the pan+hon penmeter�o�sourM control.
United St�tes Gypsum Co.-fypr AS
'9ean:,c[he'�l C(assificrG��n Ma�hny
I
II
- -- - - - ---
- _ -�-
--- - - ---
oes�gn No.u�3s 4. P A R T I T I 0 N N 0 T E S
Nonbeariny Wal!Rating-�HR. �,
�i 7. FlRE Rl�IED P4AIIilONS,OEFlNING IXR PA7HWATS ANO ARFA/OCCUPM'CY SFPPRll10N5 PAE SHOWN ON FLOOR
Z � �, PLWS WIRI GRPPHIC SYAIBOLS.PMiI110N IYPES ARE SHOWN ON 7HE FLOOR PlANS INDIGTING THE PARIIIION 7YPE.
(�e�) '�.� INSUUTION REOUWEAIEMS,PAR7RION CONDmONS AND 0.55EAIBLY HOURLY RhTING(SEE PARiIiION 7YPE SYIABOL ABOVE).
4:.
2. WHQtE FlRE TESIS ME INDIGTE�IN PARIIiION OESCRIPiION,CONFlGURE PND MSTA11 PMlI110N PQt iES11NG
AGENCY CRIIERU.1E571NC AGENCY CRIIERW MFY INCWDE
PDDmOPN1 COMPONENiS UIILIZE�WHICH ME NOT SHOWN.REiER TO U.L PMIiIION DEfNLS ON SHEEfS A0.56 PND
"^'��'�• A0.57 FOR PDOmONP1 SPECIFlC REOUIREMEMS OF FlRE-RAIE�PM'IRIONS PND PENERNPONS.
E
1. P A R T I T I 0 N S Y M B 0 L
MOR2. SECTipN 2,
CEILING 3. PRON�E INSUUTION IN PMiIIlONS WHQtE INOICATED BY 1HE PPRTRION 7YPE SYIABOL WIIH AN INSUlF110N
� SUFFl%OF T OR'S' AS FOLLOWS:
� •iHERAUL BIRRIER PPRiIIlONS ARE NOIED WIiH SUFFIX i'- A
NL EXIERIOR WALLS/PARiIIlONS ME TO AECQvE iHERAUL INSUlAl10N REG>RDLESS OF PARfIIION 7VPE SYAIBOLS
F�OOR ON ROOR PLWS.REFER TO SPECIFlGiION SECTION 07210 FOR AIINIAIUM R-VPLUE. B
1.f�00�itld il�l�ly Rum�en-'J'-shaped NnnGf. 2-1/2 i�. M'idk M'�Ch D&IMGER PARIIIlONS 11SE FlBERCV55 BATf INSUlA710N ��,
unepual leqs of 1 in. and 2 in., labricaud From 2i k5G natv steeL c a sµeum anxrmoNS usc cuss Fle�eonxo wsuunoN
Runners posit�oncd with shoR leg torrard fi�ished tide of waEL Runners �� �
etfacArd W structunt supports.nth steel fastenen ixited not g�ater •souNO awRi�e aaaTmor+s nx[Noim wmi sumx's'-
ih7��if1.(fOT t�ES dnd not greater Ch�n 2f in.OC. AT SOUND fl42FlER PARTIPONS,SFPL PFRIAIETER&PENE7RAPONS PER DEiNLS-SOUND ATiENUATION BUNKEf
, M FlRE Rl�IED PARIIIlONS MUST CONFORM TO 7HE FlRE IESTED fS5EA1BLIE5 t157ED.SOUND ATiENUAiION p
FIRE RESLSTANCE RAIINGS'ANSI'rLZ63�BXUV�-{�ORafiUEC 'I BLWNETS SWU.L BE COMINUOUS iHR0UGH01J�7HE WPll PND SHALL HAVE iHE FOLLOWING 7HICKNE55:
C PN2TIiIQNS 2-1/2'SNOS 2'SOUND ATiENUA710N BLWKEf U.O.N
2.$[NI$ttldS-��-li-Sh7p2d SCLL41, 2-I/2 1n•w1d!b71 7'1�2 1�• �e�Q• '.. 0 PAR7RION5 3-5/8'SNDS 3'SOUN�ATIENWTION BIFNKEf U.O.N. E
fabricated frvm 25 M55 9atv steeL Cut W knqW 3/9 m i(2 in.less than v P4A11110NS 6'SNDS 3'SOUND ATiENW710N BIANKEf U.O.N.
ftoor m ceftlng AeigLt ana spxM 24 In.or 600 mm Q(. q, �,p�ES OF MEfAL SNDS @ RUNNQtS SWll BE AS FOLLOWS: '
2A.Stxl SWds-(No[ shown)"E'-shaped studs fnsplttd in Dlact of �)pT NON-LOP➢BFARING INIERIOR PM71110N=25G4 '�
�C�H�-S�UE�lE fZUEi{ICM�Z)f0 TKUR I�f!CIOtUfi IiMf�JfkLS iC iFiilflAS p)pT NON-LOPD BEhFING QTERIOR PMiIIION=20G4 , F
of watts.Fabriuted hom 25 MSG gatv sucl.2-1/2 in.wida with one 4g a)nT�ono-e�aaiNC wnus=iaca(cooRO.w/srRUC.owcs.)
1 i1t.L011��nd Mo tegs 3/�in.lony.ShoRer legs 1 i�.af ifL Go tff�i9! �. INCRFASE G4l1GE OF SNDS ANO RUNNERS PEA AIANUFACNRER'S PUBl15HFD RECOMMENDAPONS TO ACHIEVE RE�UIRm G
9yPStlfll 11tl�!p�nets.Cut m lengths i�b 111.1255 Chdn 7I00�CO Cllhn9 i DESIGN HEIGNIS,LOA�ING L1MmNC HEICHIS A LOADINC SH41 BE BASm ON H/120 DEFLECTION.
Aei9hL Sill and tintel of openinq fomrcd with'Y-fhiplE Nf111lf3(�Cltll �� �rn�5 k RUNNERS SFULL BE FORMED OF CaLV.SfEE4 U.O.N.
1)ucured ta'E'•sh�ped sWds wich mgle dips and sted urcws� a�CONIRACTOR MUST RECEfvE AUIFiORIUPON FROM 7HE ARCHIlECT PRIOR TO MODIFYING CUAGE OF AIEfAL SNDS. 3
5)AWMAIN 25 GA SNDS AT P11 GUESiR00AI DEMISING WALLS FOR SOUND ISOU710N.SN�G4 GW NOT BE
3.W�i�bOi�.GypSLL1Il�-7'111.�fl{C�c gypwm wJ�b00fd�l1tf pitK�i.SYpD� � MCRFASE OR DECREISE AT GUESiR00M DEMISING WPllS.
ic
in nom 24 in,o.600�m(for me[ri�sparing)widtJ�:.Pan�{s cvt 1 in.lns �, A
�11 Il�QF�1 If4� ROOf �0 uiGng height. Vsrtiul adqK 1115tILlC 111 5. GYPSUM WPllBOARD IS 5/8'THICNNE55 iHR0UCH0Ui THE PRQIECT U.O.N. PROVIOE 7YPE'%'FlRE RAiED AT ,
'N'•sh�ped section of"GH'SLUdf.frt!ldtJ!o(!nd pi�lLf i[tXhld t0 RAiFD FlRE ASSEMBLIES. � B
b�9 4eg o�'1'-n�n�t w+M 1•5/e�m to�g rype S setf-aritung�f2lf-LiPQin9 6. INiERIOR PN27RION LOG710N5 IN PUN ARE OIAIENSIONE�TO FACE OF GYPSl1AI B�JARD.MT IMERIOR (�`
bugte head sted zcrews spaced not greater tfian 1Z in.OC. PnxnnoNS oiuwsioNm ro racE or sruo oR nwsH u�E r+meo.
G�Ii01m 4ypsum ton�psny-iypp Stx. � D
Ufl��Sf�!!3 6yp3U111(6.-T�fp!SUI. '�,, 7. PROVIDE PQ21MElER ACOUSiIC SEllANT AT P11 SOUND&�RRIQi PARiffIONS 6 WHEREVER ACOUSiIC INSUU710N IS
A1 RUNNER 8 ONE CONiINU0U5 BEAD
YftO P�11i111f�Q110 SA O!CY-T !$UI. �. REWIRED.AT HFPD 8 SILL,PROVI�E ONE COMINUOUS BFAD UNDFR iHE EfP1 E
Y9 �� ON FACH SIDE TO FlLL G<P BETNEQJ TNE CYP.BO k PDJACEM ROOR OR CEWNC.AT��ERiICPl ENDS PROVIDE ONE
6.WiUDOlf1I� Gypsum•-1/2 in. [hick� �R Of 1200 mm �10f Flehi[ '� COMINUOUS BfAD BE7WEEN FRNAING MEMBERS AND ONE COMINUOUS BEA�ON FACH SIOE WHERE GYP.BD.PBUIS. F
spatfnq� wide w�llboaro appUed vertk�LLy in two byers.Inner or�ase �
layer�tUChed to studs with 1 in.lonq iype S self•driUirg,self-tnpping B. DRYWPLL PMII110N CONIROL JOIMS ME REOUIRED AT APPROXIAUTELY 7(1'-0'O.C.FOR 51RNCfR PN�COMINU011S ��.
N OR 0.5 NOIED OTNFRNISE ON PW15.
b�gte head steel saevis spaced 2�in.QC along the edges md in the field W�s.AT oa�iNC�anno s. H
of the boards.Outer w face layer�ttachefl to SWOS and���ftJ��US M'�tA g MECNFNICAL PND ELEC7RIGL PFNE7RAPONS iHROUGH SOUND BPRRIER PMR�IONS ARE TO AVOID BACK TO BACK J
1•S/�in.long iype S self•drillirg,self•tapying bugle hesd sCeel xrews DE410E BO%E5.Pli OEVICES N2E TO BE PIACm IN SEPARF7E SND SPACES W/A MIN.24'O.C.SEPARAiION.DUCi --�--
sDaced 12 in,al�ng th�edges anE in the Reld of No bauQS,5Yd99PfEd PENEfRPTI0N5 SWV L RECEIVE PERIMEIER SOUNO SFAL BEIWEEN�UCT 4 WALL FRAAIING 8 AT EACH SIDE OF GYPSUAI
fran sae.n in in�ur tayee Joinb becween :nrKr and outer layers ���,. wnuaonxo ur�R uecnNC oucr suRFnc[s. TYPE
�K
: �.
��
OuLlf ILytf J0111t5 COYtltd M�IIh piDH�D�`�N��t[oopoUnd.FJCpOHd �'�0. SEE DOOR PND WINDOW DEGILS FOR FWJAED OPENINCS ANO SPECIFlGTIONS FOR SPECIAL RE�UIREMENfS. D�
SCfEw head5 CDVlfEd NiN jOiflt Cd11Q0U�d. 11. PMIRION BRACING,SEE SPEGFlGiION SECilONS 09220,09250 AND DEfNL SNEE75. ,
AS an 7�Lliniff mlY�IOd,inner waliboard�y�r aDplkd.�etticaUy.o�ter 12 IF NECaSIR1'TO MNNiNN CONI1NUIlY OF FACE PLWES OF PPRiIIION;PRONDE A➢DIIWN4 IAYERS OF G7PSUM '��.
r n.a co:wds w�in
wallDoaM tsyer appUM horizoMatly.Inner Wye iWC Wp�ygpppD.7HICKER SN�S,NRRING,OR OiHFR APPROVED MFANS TO ACCOMGl1SH 7HESE REOUIREMENIS
10 �'�NON-RAiEI
vlRICiI!d 15 iM1C Mt I CT OF iHE SCHEDULED PMIRIONS.
in T rtwS S aced 2<m.OC alo WRNOUf REDUCINC iHE PHYSCAL FfFE ,
1 . S steel sc 9
D�
Y P
^i.
fllld.�ULlf 17jM1 7tt]Chld i0[h!StUdi!nd � runners over the inllef �3. GYP.BO SURFACES OR DRYWALL P4AlIPONS AANCEN�TO WET OR HUMID PRFJS i.e.,RES�ROOAIS,LOCKER ROOMS, ��.
ute
tay�r rith 1-5/8 If1.{0/i9 Ty0!$ft�-ditU�nq,fC�{:200��9 b�4�id �. KRCHENS k GUEST ROOM&THS SNALL BE CONSiRUCiED WI1H WAIER RESIS�AM(W.RJ GYP.WAIIBOARD ON All
rteet tcrews sp+ced 12 in.OC in the fxld.along the vtmcai!�[S d�ld DRrWALL SURFAC6,BU�NOT ON CEIt1NG5-IBC 25W3(3).
SO ChQ M1OW 7M C4�UI19 IIM�4K. OUte1 l]yM tKtnYC [0 mtqr I7yN ��,74 pR0�1DE FlBQtGVS-FACED CYPSUM iILE 84CKEF BOARD,I.E.,G-P OENS-SHIEL�OR EOUAL IN LIEU OF GYPSUAI
wa��olyd wi�}1 1•f/Z m. lan9 Type � St!!l XflMS �OGIE� rtiidw�y �� Wpug�p p5 Wlll SUB51R/�lE ON 7HOSE WPllS DESICNAIED IN hiE FlNISH SCHmULE TO RECENE 71tE FlNISH.
bPtwMn S�11d5 ind S�il.FOm Th!horimnt�t join�. PRQVI�E DENS-SHIEID'FlRECUARD'Ai FlRE-RAIED ASSEAIBIIES PER FlRE iES�CTC-2171-3996.
Am�rtan Gypsus Co.-Type AG-f. '�
{Ofi�G�lUAI IM.�TYPQ 8G•C. '��.i 15. SEE FlNISH SCHEDULE FOR iHE APPIIm FlNISH ON EACH WAll SURFACE.P11 DRYWAll SWll1 BE iMED PND S>NDED
ii11MHU1 GypSYm CORp�ily-Typt C Of WRC. � TO CONCFPL JOIN75 AND F0.SfENERS.ORfMALL SIIRFACE SHALL BE PREPMED 15 APPROPRN7E TO RECD4ED 7HE
Ceiot�x[ T e FRR , scH�nu�o FlwsHa. .
aD•-YP
(Of{MpMV�Gyp�yh(¢II�wt1y-Tj+plS CG-C CGS-S,CGTC-C. �6. PRtlriDE 5/8'GYPSUM SHEA7HING IN llEll OF 5/B'GYPSUM WPllBOPRD AT ESIERIOR FACE OF P11 QTERIOR WILLS. �.
G•P 6yptum Carp.-Typr 5,
.�i�ff HafAIQ Gypf111�IM.-Typt Mi%�C. 17. SNDS AT PMiIIlONS TO RECEIVE CERAAIIC OR SRINE iRE FlNISHES SFN11 BE SPACFD AT 16'O.C.MAYIMUAI. ',D 2
17�7f9f 6�fYR,A DIY.a}LJ}�(9f CO(p.�Tj�f�GFC�C. �B. GYPSUAI BOAR�UYERS OF FlRE RA7ED PMIiIIONS SfWl NOT BE IMERRUPIED 6Y PAIACENT NON-WIIED '�
hbc0 GYDM+m CO.-TYOlS PG�C. P4ARIIONS.
Repubtle GypsuA Cn.-iype RG-C. '
S�iflditll GyQSV1�COtp.-Typ!SG-C. 19. REFER TO FIR11ilON DEfAILS ON SHEEfS A0.52,A0.5],AND A0.54 FOR ADDRp�U1 REOUIREIAENR. �'�,1-HR RATE
T.mpl�-]nland Foro:t Produc[s[orp.-iype i4t. �
United States Gypwm CO.-Typ[C af WRC. 20. SFAIANi JOINf WID7H5 AT PMIRIONS SWll NOT IXC�3/8'PNNUIM SPACE.FlRE SFNPNi JOINiS M10TH5 AT 1-HR M7E
Y�SO►7Rii11lAQi10 SA A!CV-iypE C Of WRC. � FlRE-M7E[7 PARIIIIONS SWll NOT IXC�7/8'ANNUIhR SPACE UNtE55 SPEqFlGll7 P110WE0 6Y RFfERENCED
dA.W�IIbO�fd G SUQI��As m+ltemate to Item 6)-5/8 in.thick.6 ft U.L OESIGNS.PER 11BC,JOIM MiEMS M FlRE-RAIED PMIIilONS SWLLL BE Fl�IED FOR A PME PERIO�NOT LE55
YP � Ii 7NPN 7HE FlRE RESIS�ANCE R91NG OF hiE PIX�IIION AND SNALL BE IESfFD IN ACCORDPNCE WIiH ASfM E119.
wi0e.At[iched it desCriped in ittm 4.
G11iQIin G�SUO7 COmpally-Typ!AR.IP-%1,SCX M M�RX. '�.11. PROYIDE SEAIAM JOINiS AT GIPSUM BOARD PERIMElERS WHERE UYERS ABUi SiFUCNRPI MEAIBERS AND/OR
Un1Ud ShtK GypfYm CO.-TYp!AR,IP-Xl,SC%Of WIUC. '. FlREPROOFlNG ON SIRUCNRPL MQABERS.USE FlRE SFMM'f AT FlRE-RATED PMRIIONS.
Ye3o hNTQfIOnO SA At N-Type AR,IP•X�,SCJC O!WR.:. z2 yy FlRE SELLAH�SFULL BE REVIEWED AN�PPPROVED BY 7HE FlRE AUIHORIIY PRIOR TO INSltUA770N. �'�
5.B�tts ind BIJekNS'-�(OD�lonal)-(NOt shovm)-Mineral wool or gl�ss
mi
fiber b�tts p�rti+lly or completely fill�ng stud av+tX.Arry naal wod or 23. CEILING/FLOOR ASSEMBLIES !
n Markin u flre
r rin u InsiRcano to
a6b•,i5 flD0 D]R mrtarli(bf7 Q th! l C 9 A CEILING Sl1SPENSION SYSiEMS SHPll BE S�ABIl1ZFD AGAINST UlERP1 MOVEAIENT IN ACCORDPNCE
'&anng the UL Clauiti�dOn Marking 'MI1H THE REOIIIRENENTS OF iHE IATEST ADOP7ED E�mON OF THE IBC IN THE�OCAL JURISDICTION. ��D 4
, B.Pll CEILING/FLOOR ASSEAIBIIES SHALL AIEEf SPEqFlED STC PND IIC RA➢NGS.A11 PENEiRATIONS
����.. THROUGH SOUND-W17E�CFJLING/FLOOR ASSEIABIJES SHALL BE CAULKED WIiH ACOUSiICAL SFANM
! PND BE INSiP11ED WRH FlRE S�OPS.
I C.A PROTEC7IVE SHROUD CONSIRUCTE�OF 5/8'iYPE'%'GYP.BD.SHP11 BE INSTALLED AT Pll
I RECESSED LIGHT Fl%NRES WI1HM FlRE-RATE�CEIIJNG ASSEMBLIES. 2 HR FATE
�����24. IMERIOR PMR�IONS ��,2-HR Rn7E
A ALL PPRTRIONS E%iEN�TO UNDERSIDE OF SIHUCTURE UNlE55 NOTE�OTHERWISE. �I
B.OFFSEf SN�S WHERE REOUIRED,SO iHAT FINISH WALL SURFACE M1LL BE RUSH. �'�.
C.ALL GIPSUM WPiL BOPRD SHALL CONFORAI TO CHAPTER 25 OF THE IBC '�,.
�.ALL INIERIOR WALLS PND PPRTRIONS SHA11 BE DESIGNE�ANO CONS7RUCTED TO RESIS�ALL LOA�S�0
� . WHICH 7HE1'ARE SUBJECTEb TO BUi N0T LESS TWW A FORCE OF 5 POUNDS PER SOUARE FOOT
.�\j�l�(1 F�i?�.,.� � ap �i �- ��. APPLIED PERPENDICIIW2 TO THE WALLS Wf1H L/120 OR L/240.
��-�;°, �' p ° � §_�� ��� ��, E.All SOUND-RATED PAR7iIlONS SHALL BE CONSIRUC7ED TO MEEf SPEGFlED S�C RATING.GePS,OPENINGS, H�B
I EfC.WIiHIN OR ALONC THE EDGES OF SOUND-RF7ED PPRTIIIONS SHALL BE CAULKED WRH AN APPROVED
I ACOUSTICAL SFl�lAN�AND INSTALLED AS SHOWN ON THE DftAWINGS.
' F.ALL RECESSED PANELS,EfC.WfIHIN FlRE-RAIID WALLS SHAll BE COVERE�WIiH SHROUDS CONSTRUC7ED 2-HR.R�iE
' '�S%�'� Of A MINIMUM ONE UYER OF 5/8'7YPE'%'GYP.8�..U.O.N_ �.
.,/
('�F��. �._.
PARIIiION iYPE
83s -INSUUiION SUFFl%(SEE GEN.NOTE N0.3).
-PMIIPON fSSEMBLY HOURLY R171NG.
-CODE TO PARIIIION CONDI110N5.
P A R T I T I 0 N C 0 N D I T I 0 N S
PARIRION TO IXIEND TO UNDERSIDE OF SIRUCNRE.SEE�EfA1L5.
EvEHY 01HFR PPR7IIION MEfP1 SND AT 4'-0'O.C.MA%IAIUM TO IXiEND TO SiRUCNRE ABOVE.A11
OTHER MEfP1 SNDS AND GYPSUM WALLBOMO iERMINAiES 6'ABOVE HIGHESf ADJ.4CEM CEIIJNG.
AT LOCATIONS NARKED WIIH'S'FOR SOUN�INSUUPON,PRON�E A HORIZOMPL IAYER Of SOUND
flATT WSUTA710N UP TO S'0'ON BO7H SID6 OF 7HE PARTIPON WALL
PMRIION TO iERMINATE 6�PBOVE HICHE57 ADJACEM CERING;�NGOW+llY BRACE TO SIRUCNRE
PBOVE.NONRATED;RATED WHEN USm W CONJUNCIION WIfH Rl�lEO CENNG ASSEAIBLY.
SUSPENDm CENNG ASSEMBLY TO RUN PAST TOP OF PMRIION,�NGOIUIIY BW6E PMIiIION
ABOVE CENNG TO SIRUCNRE(NONRl�IED;Rl�IED WHEN USED IN CONJUNC110N WfIH RAIED
CENNG ti55EMBLY ONL1�.
LOVI WALL PPFIIIION,SEE�ETNL OR IMERIOR EtEVA710N5 FOR SCHE�ULED HEIGHi,HEIGHi
NOT TO IXCEm 6'-0'AF.F.PRONDE 3'%J'�1/4'SIEEL PNGLE SUPPoR�BRACES AT 4'-0'
O.C.AIAXIMUM YMERE WAll CONFlGURVTION IS NOT SEIF BRACING OR USED!S GUARD RAIL
ANCHOR SUPPoRT BRACES i0 SL1B AS DEfNIED. SEE S7RUCNAPI DWIWINCS FOR ANCHOPACE.
SUSPEN�m MORIZOMAL ORfNP11 ENCLOSl1RE,SUSPENDm FROM PN�SFALED TO
UNDERSIDE OF FlRE RATED SfRUCNRPI DECK OR SIEEL S�NR SiRINGQ25,AS DEfAItfD.
SUSPENDm ORfNALL P4RiIilON FROM SiRUCNRAI DECK ABOVE,AS�EfNIED.
P A R T I T I 0 N T Y P E S
LUIIH47E0 GYPSUAI PPNEI PAR7IIIONS(NO SNDS).7/8'H4T CWWNEL OR Z CWWNEL SUPPORTED PARIIIIONS
1-5/8'METAI SND SUPPORIED PARRIIONS
2-1/2'MEfP1 SN�SUPPoRlED PM'IIlIONS AND PUlA1BING CWSE WALL PPRTI710N
3-5/8'MEfAL SND SUPPORiED PARPIIONS
4'NEfN SND SUPPOR7ED PM'IRIONS
6'MEfAL SND SUPPORIED PM'IIiIONS
OOUBIE WAll-CH4SE PAR7IIIONS
srurr wnus
CONCREfE WSONRY UNR PM'it110N
.__ __- __._.. .....-.�
�DESCRIPTION 3-5/8" �DETAIL .
ONE UYER OF 5/8' G7PSUM BOPRD PPPIIm TO ONE SIDE
OF 3-5/9'AIEfK SNDS B 24'O.C.
FlRE RESISIIVE S�PN0.4RD:NON-COMBUSIIBIE.
ONE UYER OF 5/8' GYPSUM BOARD MPUED TO BO7H SIDES OF
a-s/e'u�ru siuos o za'o.c.wmi sracc�aa�o aoiras.
FlRE lESi:UL DESIGN U419 -NONBFARING
FlRE 1E5�:Ul DESICN U423 -BFPRINC
7W0 UYERS OF 5/8'GYPSUM BOMD MPl1ED TO BOiH SID6
OF 3-5/8'MEfAL ST11�5 @ 24'O.C.GYPSUM BOPR�WffH
S�AGGERED JOINiS 24'O.C.FACN IAYER.
FlRE iESf:Ul DESIGN U419 -NONBEARING
FlRE iES�:UL DESIGN U423 -BFPRING
7W0 UYERS 5/9�iYPE'%'GYPSUM WPIIBOARD MPl1ED PPRPLLEL TO
FlNISH SI�E OF 2-1/2'MEfK C-H SND 0 24'O.C.1'GYPSUY
WPIIBWRD L1NER PANELS B SF4FT SIDE.
. FlRE iESi = UL�ESIGN N0.U438
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FOUR SEASONS
• ./;'�l�/'CJ!I/Zl�.%UNd'/`ffi
Vail, Colorado
Client:
Four Seasons Vail
1 Vail Rd
Vail,CO 81657
Architect:
Creative Design Assoc '
434 BROADWAY
,5TH FLOOR '
• ',New York, NY 10013 ',
t.212-748-8900
�, f.212-748-7950 -
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Seal&Sig
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Issue Date Comment _
O1 5/1/14'I PERMIT
Date: OS/Ol/1
Scale: NOTED
Job#: 09-1 OB i
Drw By: DBS
Title:
PARTITION
TYPES
A-301 sheet:
05 OF 06
UNIT 3016/3018
WATER DAMAGE
REMEDIATION
,w:_ .� _ .��.,.��..__ :�+�.� w_ _
SUSP. GYPSUM WALL BD AT WALL
� -
FACE OF MEf.STUDS. 'II
EXiEND GIPWALL BD. �
12 GA.HANGER WIRE
�a'-a'o.c.
1-1/2'RUNNER CHANNELS ���,
�4'-0'O.C. '�
7/8"NRRING CHANNELS
�16"O.C.
s/e'cw.eo.
REINF'G TAPE k COMPOUND,
rrP. '
3" = 1'-0"
_ 3
SEE PARTITION SCHED
FIRE SEALANT AT �
PERIMETER OF
GIPSUM BOARD �
� � �� `�
2�
r - - ___ _ . _ _ _
', !
FIN.FLOOR ���,
AND BASE ���..�
SND"J"RUNNER VELOCITY '��
DRIVEN ANCHOR�24"O.C. '�
&MIN.1 1/2"SLAB EDGE
--,-, • . TYPICAL
. . . ' ' � 4 1/2"
� ' • -'MIN���
• . , � ' � �-EDGE OF SLAB OPENING '�
� . UNDERSIDE OF SLAB '�.
� ' WHERE OCCURS '
FIN.CLG. �
WHERE IT
OCCURS
CONC.SU+B
FlRE SEALANT EACH
SIDE OF GYPSUM BOARD
NOTE:
1. SEE FLOOR PLAN FOR SPECIFIC
PARTITION TYPE AND LOCATION.
- SEE PARTITION SCHEDULE
fOR NUMBER OF IAYERS
OF GYPSUM BOARD INSUlATION,
� '� -__
I
� ,
'�� �� ����FOUR SEASONS��
.��o%l a��/._%�FVCrf:
Vail, Colorado
Client:
Four Seasons Vail
1 Vail Rd
Vail, CO 81657
Architect:
Creative Design Assoc
434 BROADWAY ',
5TH FLOOR '
New York, NY 10013
t.212-748-8900
f.212-748-7950
Seal 8 Sign __�_ ___
P���� C0�0�9
�� ��
t �4��
40(�430
���� S��/�� ���
' ysF� A R C�`'�
I��_—___ __ ..
Issue Date Comment
Ol 5/1/14 PERMIT '
__— I I
- STUD SIZE,ETC. -� f-- - -
Date: OS/Ol/14 `
FIRE SEALANT AT �STU�"J°RUNNER $COIE: NOTED �i !
PERIMETER OF SEE NOTE ABOVE ���'� ��
GYPSUM BOARD, IYPICAL NOTE: JOb#: 09-1 OB ��—,��
TYPICAL
FIRE SFAIANT CONTINUOUS �
.���. AT PERIMEfER OF EACH DfW By: DBS j
LAYER OF GYPSUM BOARD. � ---- --- �
H1,H3 TYPE PARTITION SEE FINISH SCHEDULE FOR Title.
waus,ansE&Fu�. FlNisHES. PARTITION 8�
FIN.CLG.
o cuRS'T < a � . . . CEILING DETAILS
' • � � �. . m �. : .. ° � A-302 sheet:
06 OF 06
U.L. �ESIGN N0.HWD-0004 - � �-�-��-
U.L.DESIGN N0.HWD-0010(SIMILAR) UNIT 3016/3018
2-HOUR WITH 2 LAYERS GYPSUM B�. ON EA.SIDE WATER DAMAGE
2—HR SHAFT WALL @ SLAB EDGE SCALE:1�112"=1'-0" � TYPICAL 1—HR RATED PARTITION SCALE:1412'=1'-0" � REMEDIATION