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...........: The MarimalWARE AresSoParatkan Wait is Constructed oncethe fronting far or*. ,.y traft Js Complete ..� Test Reference:wift ligiesigirl NWIWA 120-03 1 1 1 11 . � WITH FIRE RESISTANT -
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11-1-:...... manner acent Which I tyli - - -AlrytiL.Classithi.gypmwalbamt oriented , .- I 11 ", I 11� LENGTH
........ conalmi a.mm 3-4 may,from the affj frammi j ally.vurnintructivill treat wood. - I .... �:�K�ilii��-..� DO In,TX 76219
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�]�N1110i� in At ay asset the arm separation wall is Positioned 1 awat tram the wall training to st,corm--Uw .. verticallyar linviamatally to wood franmg� , - -
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2'—: 1.114 R4018fill 9W SPA siflaced 24 O.C. I , 1, / . . t Certified I iroducts are scientifically proven to most some Of the world's most rigorous,third-party creffical emissions standards, -
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r : -M, - imadment and 112 tram shattwil misco� . I i I: December 15,2014
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[____ I I i I I I : American Gypsum's Shaft Liver has been Ad rovad for use in the following Assemblies
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, ,Of ;*4 U 428 2 Hour St liftwall System wing C-H and C-T Studs
0.4bod Mmmin, , 2 1fii Iko4l*wing Arco Slipandes,WON Assembly : U 429 2 Hour At a Separation'Nall System using C-11 and C-T Studs 3 � �-0
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F ��. ".!�,-,'� � ,::,.-` i ii, paced no more then 24'oi� ", / \,. ii ,,
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. . I I -* . I I" : � Notto be used in areas with direct exposure a water or continuous high humidity,e.g.,saunas,steam roomel gang shavers.i indoor swimming pools. ` ' . - ��n_'�....�...............-......__11-111111--l",
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1. I--I o t 14 Igypsum fWtd : : ' "' .= I . I .I
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"....., ,:,:. , .1 �;-�.�.�if;71 1. 0 Avoid exposure to temperatures exceeding 125'F i lot extended periods oftimi e.g..!=-.ad adjacent to wood hunihnigi i and or heading appliances. I ,_� � ............::::�:�:;�:::::�:..�::.'-�::,,:�--'::::4-:fi 1-1. I , I .
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:::,��,��::,! I i ii-11.1-11, 11-11-11-11-1111.......... -.11. � ..............�......_---4— rw_,��',
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I- " I i I Gypsum t Send does not generate or support the growth of mold when it is properly transported,stated,handled.i : � %. 0
� 11 11=11�1111`mantalre J.However mold spores are present everywhere and when Conditions am favorable;muld can grow an practically any "'; "."s ", ," . I I.r%. Is,.r
11 P ,M. .... , ,,, i I Coneric 01 AnembRa w7stud, NYC Apprigivil - --- , � \ .1.4 , "' a IN 0)
�.:,,:�__, ... C-Ruffew z_I surface.GYPSUM BOARD MUST BE KEPT DRY to prevent the growth ofmold.Gypsum Suardmustbestived in an area mat protectsitfrom adverse welthercani , i,..--i. "11--�i"""::,:�,:��ll-l�:11,�ll,�ll,",-�1=11,111,11��-11I I "I'l-�-`1 ......�............1
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I _11� ** � -�, (limcklo Amid, I tions,condensation,and othen fans of moist im.Job site ciondifions that min expose gypsum board to water or mPstum must be avoided : ", l'--A;
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I I: ...F."i...., 21,��loq, i .. .W OL U336 111,11366: UL W75 MEA 161-05-M 1 4 \ 17j0 \ - - .
....�W flaskswory CAP - I I 11 I I Gypsum Ward shi not be exposed to elev ined Levels of moisi for extended periods.Examples V elevated levels of moisture include,but are not limited to, � \ - "_-�, \-/ ."111. i
I .., — U38 1 exposure to min.condensation,water leali i,and standing water.Sow board exposed to mese conditions my natreed to be replaced,depending upon the source ' ,A ) � .. 01
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,...." 11 11:: ... 111.L1347 OIL 073 .I I . 11 � -,A, ly-
� :: .:: . of the molsture and the coindition of the gypst At board being considered for replacement 1�; , ""ll;
_$40", ,�":�,0::: ,,,, _.M.�,,
....... - �:, . .�,� Whengypsumbeard isexposed welevarted Ifirelsofmousture,an assessment of the potembal damage to the gypsum board musibef Inside bythecontractorldeSign 1'�/�
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I Stoor jidists An tr�. 27 341ar", :�: X
- I 2,,�: :, . professionailowner As to whether board exposed to thew conditions must be replaced.Gypsum wallboard may experience limited liptermitterit exposure to molsture
.... I 11 I.. t tram a"defy of sources,su&.as improper f torage,Construction or design defects,water.leaks,etc.Gypsum board exposed to water should be replaced unless all KAWAY -- - 11, �
314:Air space betwilm I 11_7V Ar I of the following conditions am met. I ALUM. BREA I
�i 11,01WO aril&W*MSM ,. � 1- l.Th..�...fft..te,.r..Isturalsidulfisda�deli.i�ated. CONFIGURATIONN A CLIP EA. SIDE TYP. GYP.
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i�_'__ > r 2.The water or moisture to which the gypsum board was exposed was uncontaminated EXPOSED'CC)FIRE,FROM AREA,SUPARMION WALL SME L)NLY BD CEIL 0
1 1 , - 3.The gypinum,board can be dried thoroughly whom mid growth begins(typically 24 to 48 hours depending an anvilrormenta(condifli i
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Z,r ....,_I...., 4,The gypsum board is structurally sound Ant there is no evidence of rusting fasteners or physical damage that would diminish the physical properties of
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Slow SIM the general recommendatiorne for c i out gypsum wallboard once exposed to moisture:
FIA—Wb..ft%Pi—ilismilist U—.YNAM�I.d--AS--.ISOSSWISM Firvistwimannewtva,phave evensit Mumfiviavi T."i sen,ileses Issismialsilli -The source of water or moisture must be eIii mrated. 0 ii �
s ]i I&h"WO*o6p~.9$kO.I*W—.W-O..Amk il.f . , served TW tmri.m**Wlt.wltbiu*.w,meal W-of-..I.W.rive saparselvii vi a -Adequive ventilation,air cimulation,and dry ng are esi minimize ths,Potential for mid or otherfungal growth.Fans should be used to Increase
- private O*li.1k.effilatift M�v I L20 V5,8301:512015 pookes,rablicintow liffeli Itern T1.2015$SWmk2Ol5 11 . air movement —
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r ShilftwaR StAres Soliverstion Well Systems 1 31� 1 SbmtwAl&Am,Separation WaR System I �1111 'r;�� < LL
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I . w",MaNsaWARE.mm I I AS&DETAILS I www.Mirin$WAOLCOM Then.teriorofthe builifing must be thomughlydri-di immediately. 11, ":,�,II ;
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:,� :: MARIN01WARV 1, INSTALLATION.INSTRUCTIO .
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I I...1,V-V , , 'he Indoor humidity on be lowered by using fans and portable dehumidification equipwilt and by opening tothetwilif g when the ourtaide air is drier than,lw air I \ '�.. , I 0� <
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'I'll'"', 11 I -Damaged gypsum board And other wet materials that are to be replaced must be moved from the building to facilitate drying. -1 .
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I-, -I I I d doors between room;should be opened to enhanoe circulatiat of air. r I "I
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1, 11, 11-, For more de Iled I formatiori a water damage restoration speci n should be Contacted. , I
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,��iq�!i�:��ii� Emoting the rArm Separvithas Won Sailliestad fliguffs jigrAnts Separation System � -IFTHER � � E _ . m
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12,Fi)(,,IW-1 dum An uthast large ponettratinfis or . 3.4 Avisdift : , � IMPORTANT E IS EVER A DOUBT ABOUT WHETHER TO KEEP OR REPLACE GYPSUM BOARD THAT HAS BEEN EXPOSED TO M.Ol MIRE-REPLACEIT ,". i ____.. . - HOUR FIRE- RESTANT- RATED W -,L 13
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in"&-malt Tfack At permai floating.use 24-gau"track ........ �� .are consistent with the specific fife 1= - -
A.Apply,A wor'bardo ii fliortille smkW=Kim=sti ........ I-Position 2�M�MIWAHE 9 Runni thinvourn 34".11AP rho frm*wall Of CAUTION.When replacing gypsumboard in I fire resistance or soundraled systems,care niust betaken to ensure that all repi ...... .. . .1.
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with ir.37 back fleffor el"abor door;and,WO&Cori Install paramount Odom abutments vii dissimilar materials end :. . - rost I I ..
A I 11 .%.X.-._ � full Wall Illetail I or Round rated dei initially constructed(gy mum board type,fasteners and their spacing,and staggered joints). ,---- I ". Z W Z
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. . . the effacent unit.Fasten C liflumner lo'Invandation with javai i elphowt i......F I - 1� ,
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-�i�..�iiiiii-', I r wide gy,po filer suipI for,dwm Ascending Ir.V height. I . , Gypsum board must be protected during tram ft with a weattler-bg in cover in good condition.Plastic shipping bags are intended to provide protection during transit - � ,
- ii� I � idevietrations in the faCM4 I"W- i,i�li�X:,�.��.:i�� speced a evasimunt of 24'o.c.WI Werified,api.a iiik�14r of. I P.., _1 I , 1 r WHEN TESTED I N ACCORDANCE
" ,"*' rule oust my and must be promady removed upon arid tal of th a load Failure to remove the sh pping bag can increase the li kelbood of developing conditions favorable to the -_1 I - -
hour Wag) "".`N'.,� , .�� , �
;�.' Win of Ftm4as(Area Sopserstul , , with tape Am joant .. ..�R�, Ircomficalipeallauffambertho-C-Rimmarte smadeac vicidirivacy-Riat -== g � _:�__ - I Z M W
I-il'�.Ii.,i�.-"'�o' 3 2 Install 0 Tapeardlimishalljoulbatt"Lam ..* � I M I � I fl-.1 . if
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. - -%near at OW gad attach 30CUTIOhy covelsound and finish famener heads with joint comPauAgd @i�'��].,.,,,� the L-Hunnor to the end of the fourdai In ft case of offset units,run , i Aeociorm-eei - : ,I,`,� t�fl/ 0!
., 1..,.-..Datiw�Paxailb�n e C .. .... Gypsum board must be delivered to thetoloveas near to the time twill Se,used as possible.individuals delivering gypsum board tojoi should ensure tralf it is : �
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0...:!�, ; t1founifirlian Aral and.Wo.g.Caulk undilar rumner at atearering AM C 475- M :',-X� the 04hmw to the and of the offset unit. - I : \ I I 0
.'� �*-,i . I I I - 11 carried,not dreigged.to place of storagetinsta lakin to prevent damage to finished edges >�,,, I\_1 ALUM. BREAKAWAY
—
-E f 11�. I I I I I��v-.."u.__ Gypsum board must be stated off the ground a no under protective cover,Sufficant rill mu st be wild to ass um support for the enfire length of the wantita rd to prevent :........� :A"AIR SPACE I �_/ \ 'Z ____.__� 1)
�/ I pw*bon%tithoim IlrbeBfd6iacmst"sealbMtvhm 3.5 Protection of Work Z Install AlanhooMME.H Studs and V Lkof.BDatd to a maximunt refight of felfil-stud,'emi mw-_ ,��) " 'I �/
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...... I I 11 .$-_A_�", 1'�/ CLIP EA. SIDE
specified in reduce noise tratiflablasion. '*�, I--,. sagging Gypsum board shall always be stac ldflat-NEVERonedgecrend Gypsum board slacked an edge oi unstable and presents a serious i should
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, I tical :001 it atoodentally tapple,Gypsum board should b 3 placed so weight is evenly distributed and the floor is not overloads-..
, 2'Atuvo the first that line.Rapid hall I"lanor Board ptIMA war sy into
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A.ProjaCt shatunall work brear damage mid deterioration mail I � a
1 .2-Fkat Flow.Install HoSluft Sad insert timer Board,,Attach two � thi C,Rw* ;.",'bur : .:
I date Of Subarbantialtomplotion. .. .r at am end of the wad.Instaill Ohe It Stud over the 001111110 beveled I I : �
I fu*wm,of 1,Liner BOO14 varticelly itt C-Ruarflor wo lorte B.Bell damaged-tit to be-inftW*iib"from axiijacent edges of thio Liner Board pawls.And coutimar Of nuffli".the Wal has, ---Di M,D�lt�v : :
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.... � . ���i.stallafio -installation of I'Stiall Lmer panels shall be Consistent with spi application details for Shattivall or Area
ingosam-steatcninthuminsitagat -StudistandthnerObard - reached I a : :
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,,9 H Work.Re I I be.Masi and.of fie folumbrithart.Torrininate the Wall using a �--10,-—s— , . . C0.NFIGU`R,AT10N .B < <
.place Work that carrier be repaired as required. I : : Separation Well system.The assembly must be erected In the Proper manner and with all approved Components used in a suic-
attorstrodii untiff.wed!it cw*to.Attach horizontal CmPW,fw . I U-Nummor.I ativai V.lbOOrs at each O,nd of Ito walf,shouittio 911natherl �-,.MyVvi SCREW ;. : onal an d or own ure the
. .. I :,,� � cassfully completed fire endurance test,The contractor design profess! ..ershail ens .I only the components the'.were a part of the Approved test _J
hotel,Of Line,Boutri,ja3larmiftiongi of C-Runi tit all thaitatissai in thadarivers,to theborriantal functional C-Ru,anef miling 0 34*parthead sure"', :ir : are used:do not substitute components.Hair ling And application shall be consistent with methods described in thenoted standards and references indicated below. WXK)S1,D'TQ ME FR0M MUM
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pointers oze both shili Liner flogindtaitti 18'MR point - b[Oft-larribleaft W to be wed ast aid unknotl i supply duct. I I : --0i'M : ; �_
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fiderfirs0eatifflultbroveols"ara� wWlwkhac-Rwmrawatwh I ;,, I . ALUM, CLIPS SPACED <
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I 3.liflarstaffialle,floars:Attach C-Ruvef to G-Rmm Cap Orr wall or difir,t sladiff. :si Federal pec calon- `_
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, : : Installation ASTM C 84-0
1 below,staggering.am joints at least I r.Fasten 11-110floght 4.AkWmp,breakmm c4s.spean thesninummin 3-�r awsp sce.and provide efusible :. '1"_� BATT INSUL
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screvidi - Not t,W.*ned it*exposure to CMWI Wavoistare,candintieft I tai W varifical CrRtoiRr,irs the centers using a 318*1 florn head straw. I—n.ki.,rioavii : : Manufacturing ASTIM C 1396 Con-figuraflon C to
- Elevator dent asunumblin reqiire,supMt'm*mdewt at, I (4: 1 Or O.C. VERT. BELOW W
, : : Gypsum Association GA-216
. together using diouble Xi screws at%his and 24"fnc�Fasten finklusawas the H Studetand ffie:.a�aoent wall firami A#Ktv*ea"ko Z11; 0
, shattiviall partitiams. A GypsumAssooai r 23' AND 5' O.C. VERT. I
H-Stild loadj�mfftfraFnipg,Wttb.*n�mb;eokawayc4s. hrwkowoyekpstatiw.&Waftli6HSiWuftoiie 318'poklosedscrow and -,"irrn.,".y. : : -624
: :
I , I : Surface Burning Characteristics ASTM E 84 1,41,
Attach linfellaway*9 to H-Stud with Spa 318'drill point - Good construction practice Calls for partner,control Is As mijactom wood its*"behalf am J'drywWg scrow.Tim'Nummurn break 11- r_ - : : I I l(i%'
I .. : Ilb: (i, , ABOVE 23' 0
I
sura:,tflid to Adjacent wood kafteni I th I IW drywall joints to coincialas with that at the buddi structure. away,Chips me typically located werticaly at ekh bw M*I I(Y-0-a.r 1 and __ : : Flame Spread 0 ,�-,/ ".1-1/1. 1�,_",,
M.Lobvid, :- Simoke Developed 0
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to lortzif fife blocking between OU WWI system,Arid - Limiting foads and theightts,not twercoustriesignspeciticirduans hardmatalfraneveryll-Sted(24"tzri.Whouthe total h4 M- fthe am I :�ll I \111, � ", I I .
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, , I I -.... Avinn-, c.`!PELL. ; : " 4__ 1
adjacent frommg at floar Ines,bottom of unims line and arty Reparation wag emods 2T;V,a"num:biea�away dips.stuall bill his wood I Ill, I _� / \ '-A%, -
Or dela Provided fW6iN By by FO*tBl COARTInflefit Strillipliff. ; : I I � � �
. 11- 0.0i :,t: Desired fire rated assemblies are specifiedfirourn tests Camormadby incependentuationatc-ries.Trese designsammande.pof spa- , j�,� I � 3:
other locations according to Carlo re"Arements. every 5l,V for the lower 20'8'and every W-0,Im the up&31il �LA.CI.A.Ser-lic', : : E���_ , _# ., ----__1___t__7_-_I -_ �
- Provide Oexj*.se�afaWc*Wk:at painfirtion pemmeters arid ofito,will[Assembly.Alumum breakmani I ips,art instalked an Inxill sides :-;1.. I . :.,: ����fflc notuAlle in.pmi-Nusti-When clowing mnstructim designs to reet certain fire reiiistance requirements,vigilance . , — I 111___�o, . � 11,4,��
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IS 4 ". -R5 ____71_.T,___,,;�:�-::...,. i -1,��,-�",-,-,---Z."-----Z,-l------�-�.,171� 1%
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Fashom H�Swdhs to training With so Blurniflurn Irmakarvivary dip� — '_.....1-1i I 7, ,.,..�, PJ_
, � -m- : : -ad in,accordance wo the mquiremil of the ,7-,.----7i-------Q
I :, ,_ � - : Must be taken to insure that each Component of the selected assembly is the one specirma in#)a test and are assema in , �..
4:Roi Liner Snard and,H-Studs to follow roof pitch. penedrations;to avoid*lookagetwhistfinig and dust Collection. .otlll_`,�_I� ____ Acau&1`C�sFAi 4,i assembly. ,
, , of the area sepairat A wag. I 1, .. t - ..��
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5.fimblecking ittimstalledurt both sides of the area selliwation Wal!�tca floor ,b: :::::Tv� ------�........ .. - 111_111_11� ,'_-�__-, -
33 ips�"aoo,a,gfCypmm Imund I I _ . __...-
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lowill as difffiread in the 111C. - (0i : IN,
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AL Shattandifstaervivan system finisaw one Sudir :, : ��� E", : I 1, I I . 1111 11
Intannediiate floor Detitill :. : clumes. I W.dth. I Lengths I Ed ; ",� -
I I I hist 11yostion board in a doublialaryti,on one side,either 10 :X : " -.1, `> '11�_/ �
$,TocavinfirsualliewalLinstrall C pioneer Override C gonMus�dto cap the east : : — : I., /', �___) "
all : : ,
-A - : : 25.4mi "- , :_------_.
borizantally of vertically. sectian,placad back to back and Attached together with 31T pall head$6ii*$- 1'�%RSPAnDIM--penol, : : ,,
I I :E "'. 2ND FLOOR
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2. fourradillse first layer of gypsum tomend holrizontegir with 1 spaced 24'a.i , , __ : : Spe:ial lengths or edges may be Available on special order.Consul,.your American Gypsum sales representative for Canals. � 6 ra
I I .I I : -i Tinermal Resistaince'FI'Valo. 1'=0.73 1!�11
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approved lostubi apatmd,24",i&ad 3'from A inflnes. . , 1 2(610mm) 1 i-17(2438mm-3658mi I Pull 3/i SPACE ,"", ,� 4' -11 ALUM. BREAKAWAY"i 7 Ileas
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,Y- CLIP EX SLOE
, 7.The support vionks located a4m=ft 0,and no Such s; offleasolid2'stab :
.1. do I --ok"T— I .: �
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3. Offset the horizontal joints minimum 127 froortarty spi Reparation wet protect and maintain the required 34*air spece.Thus sdpW -_iF som�,m&�a,��UNWR I ,� \ / 6 n! 3
1 11: 11 : M
poinifli in the Ljoar Board plarels. vi offer increased scousticat pirvinacy,and provide necessary aositheti Ttoyto " ,,, : : 1i U)
� I I I -,::rd :I 11111=11III11=11IIIIIIIIIIII, Job Nor is: 101
be designed as load hearing.Tbasevells cam readily accmnodMe rude compi ec" : :
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4. Install the face laver of gypsum board*,aIK,to the , I I-W,VAIWAUL A : - - - - - - - - - - - - -- - --- - - - -- - - - - - - - 0 El
electrical And plumbing system�Thi systerms should not immides lhemquiwed -1;. _`"�sceusvv * - - - - _y 11 N I,\ , 7�011
flaming with approved fasteners spi nomintual 127 S.C. 34' or spece,Apply ecoustical samiahl around penetrations for ri t--,!, ,I �. . N.........I I 7 - /I (If W
and 6'front all edges. I I . ii Conti lot: Date: - X �_4_Z_Z__Z_Z- 0 Ir W
mom acoustical [I �I., � - - -- -_ -_ - -_ I I 1
5.Offset edge and end joints from the base layer at least 24�. privacy ,, I 1 :I-�W�Tlt f,rr i"'Quin"M 0
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&StorwalflStakwalf System,Finished 806 Sides: 8.Onade thi 2'am separation wall is elected,Construction of the Adjacent Arteri If .. --p,-, �; . LL III.
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wall harnmig can begui Alurvinumn Oreakinvi*and fire bloclung instal.aternern - 1. - 1o.Ai All—-
I. Install gypsum board on both sides.either harizonally .is -,1\ ii, �_
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or vertivally. identical for barb sidesof the 2'area$Notation wall. =I \____"ReO`.Pc,u_�"i;`u,Po,i I U Ir .1
2, Attach gypsurn boodwritinapprieved iluttenei sim,ced 12" ��, � I .e W
'. 1,-i,um-A. k W W
O.C.and 6"from all edges, ....... i -) 0
f—v In tLASlui I 11 1
3. Offset edges ad vok o1gypsum board an opposite SKIES I 0 J
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mininuart 24'_ � L I it -
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Fer levnix imikuwadis,peavill rawar"All,.sVWAXE-Tatinkal$.-I—at 881.546 1646 F.,sure,inflimilation,#I.—mins.U.A.W,WARE�I.".[Servivii 469:SW ITA5. :ol, I I �
12 This rischait.1 inforrhaii—eflact.the Anot tomman bouns.insk"issixup-A..1 fund W to This lev:hni Minutes"fdw�the Must,xi MfQl Buluon ir""Wiv"sopso�MY i i I-,
I c,oi-polikannus dlaV,4�i 11.2015iffilri W.whfioifieFio6.Mliy 11,211ISS-Sli U OCN1074 July 2013 1
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ALUM. BREAKAWAY .J
Shattiverall&Area Separation Wall Systams I I � I (�=Illj CLIP EA. SIDE -Z 2X4 STUDS 0 1 6" O.C. �
ARCHITECTURAL SPECIFICATIONS wow.Mmiaiwmeom : STAGGER TYP. J
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PART I-GENERAL 3.11-Stud and C-Ranow I "I Isse 4
1,0 OaepprOri at Work I I &Galvartized,steel,confloopeop to ASTIR C 645 ,i,I
11
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11.1
manufacturned by MommIWARE. ..,, W I
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Types of fli the types of Work hi spedtod Include,bill b.Width:2" ,"I",1,-
I I
11.111,
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age not linked ha,CT Shaftivaill,CT Staittivaill and HoStudAnim c�Gw,.25133 li ,::,_:,� I
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Separation Wall System. d.,M*,Is :�:�::i:����;:;j;::�
1-1 GUAty ASSW4$We B.Fasteners:for r,-p -type S tcrevint. :�i��i�i�:��ij��� 1.25" AIRSPACE BETWEEN a 0
. agalhardi
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. 0%,.�i� AREA SEPARATION WALL
A.Fits Resistance Ratings:Whom�ghtft*64"StBirW80 Sy3tstm ror2O..gnpfrpft,wqw T,YPOS-12tttows. ��� -,�,��
with fire reasisbappi tartings are indicated,provide fit Classified PART 3",EXECOTION I.. .
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timer Board. 3.9 Insfudleathoo M... I.:`'.1i_. .J .. 11111111,
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B.Pripade fife resisfai failed assemblies,idififfiCal to these I I I I :1 I PER ENGINEERING 0 0
itIfficohild by refiarence 10 WHI(WM=k HW38Y lAtOrTtitiOnJi) A.General:FAW,h1heriftellIVARE fecwftWdstiont for I W W
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comberns or in listing of other testing agencies s1CCSPtAd0 to I I I hant.1hation of I in,tow fismarg. I I .J T V) a
authorities having juristfiction, 3.1 lastallartion affirarving(ShaftwafttaifmNl _�, ,2 LAYERS > > I
I.Z O.Afficattions A.Installation of Tabbed Trod,CTStu6s and I'Line,Board I /I 7 1 4 W W
All shaftwallistairinnall framing materialitshall be mamidelictifted by Panels. I � AMERICAN GYPSUM 1 " SHAFT LINER It fr W I
Marmaillilli AN materials shall be installed in accordance with I:Layout shattiviall in locations indficaled all canstoctiort � I
printed manallation inustractions as,required by the,testing agency. drawags.I I I ALUM. BREAKAWAY .--- __1 � � 1
1.3 Suboon* 2. Anchor Tabbed Track perimenter franang at abutting CLIP EA. SIDE
Product Ori Submit MarinolWARE's descriptive litersture,to[Wh hOrIi and vartioi cmstmction,
shaftsivallistairwall and Area Separation Wag mqmmw indicating. 3. Author winth approved farbehitus sposcondmaximum 24'o.c /' I Z . (D I
mainatials.dimensions,and other date railuned to show Compliance 4.Ap*aw4iwdeniftg,flexible sendatil in a Continuous I/ .
Witil WitifiC260113. Application at the PSrimAdner- 10 FT LINER 0 r-
1..4 1 Dal I Ivory,Starallerand Mnmirq 5. SO"Cy Studs at 74'0i"Insithet specing of ards-Of 1-11, I 0
A,Deliver nonfleriall;,in"gibi.Pk*N&,S,Containers Of bliflift Wailtheratil caturtroglum a*SOW soods are ininhm r from 0 1
1
brarlag MarinallWARE's b,rsed Same and Alardificatiai twends. � RATION WALL SYSTEM- � " N a I
K Store materials level,inside,under cover-Keep materials dry 6. frodegithe first Liner Board Food.The siand hinfitirsheN be ,,,_� SEE ENGINEERING
and forrigi ithiseyvareliff and damage Item clarbitruction ,less than th&JOrial height of the firamed section.,Ph", I ,e-,11 \ t
I operations and Silver causes, *,pill*Against the web at the Tabbed Track am tklr4 . las I I It �
C,Handle syrtemil utmiipoia�it to present damage to edges,ends out tabs in Tam"Track to$Mtn do Palle)in place, 4 . ,_
,
at surfaceas,Protect mobal accessories,framing and one from 7.Insest a CT Stud one,ithe top and bottom Tabbed Track .
besplato and damage. ond fit tightly over thepreviously imithdi V panel.Allow .I I 't \ i
PART,2-FIBIODUCTS, equallconstance bagen track and stud at top area 401tono I �i----_. 4 i
. Tabbed Track.Than onvid langlibalual he 'lessthanthe \1 N
10 teribills total heitilit of ther barred infictimn. V')
A.,I I I tram*: I I 8. Install tho.secrund I'Liver Board p�l inudi I de:1hi To I bbed 1-1 SYSTEM SEE ENGINEERING T_ I
1. CT ui I . track sted within to.tabs of the CT Studi 4
,
a.Go andsol dialfiersonif to AST 1 5 9; lostaksumeeding studis and parads in life smile manner .41
At
At I uW by MannadIVARE, m;described for the fast 9i saiscond pli ani the wall 0. I
b.Whift 2, rai � secten it complete. 1
C,6m*;IS, 2B5 I_, 1,��
,
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2. 71i 10,11anchor thiffinal pW Ai at T2'ai with tabs W � .. i
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bire
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Tabbi 1:1"0 - . from the Tabbed:Thai NON LOAD BEARING J W
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,n=um ocituaidir I , INAAE. . I 1�Where wad beights exceW.tke Atmdord aravridalbbir length, WALL < l--
.
h-n�- 14-arl Of the,Liver Bmard"Oels,the parsi shall heart arth SET PLATES IN BED OF a) U 4 I
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c..Be ;20 at aflance.W doem, moslanni cavili stacked wild joints occarring willial thi or bottom In 0
"i I I thili the we#height,Tim sh",paimh shag he '�_�� PER UL DESIGN NO. U347
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A. jwsqq
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Ad 25 standard 64MiWP,I " mawnum24-farsandof NftkW�thum,M2,stidL I I
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11 C� 11 CONFIGURATION FOR FIRE
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ARC H D, 1 96
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COVERED COVERED
PORCH PORCH
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PADI
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INDEX TO DRAWINGS
DONNER ROAD
ARCHITECTURAL
A-ONE COVER 5HEET 51TE
PROVIDE INLET PROTECTION A-TWO fIR5T FLOOR PLAN
If ANY fOR ALL INLET5 IMPERVIOU5 LOT COVERAGE: A-THREE SIECOND FLOOR PLAN
FOOTPRINT (porch * cjaracjc included) 24 18
DRIVE * WALK5 1227 A-FO U R ELEVATION5
N 0 T E 5 : /VC PAD5 24
TOTAL COVERED 3GG9 A-FIVE ELEVATION5
1 .) ELECTRICAL WIRJNG PER, 201 1 NATIONAL ELECMC CODE. LOT G745 A-SIX ROOF PLAN
2.) ALL BRANCH CIRCUIT5 THAT 5UPPLY 125-VOLT, PERCENT COVERED 54.4% (for reference only - 5ce 5tructural)
5INGLE PHA5E,-1 5-- AND 20-AMPERE-OUTLET5 f ION PLAN -
496INDAT
IN5TALLED IN 5EDROOM5 5HALL BE PROTECTED (for reference only - 5ce5tructural)
,C-FAULT CIRCUIT-INTERRILIFTER, L15TED
BY AN AP 5ECTION5
TO PROVIDE PROTEG71ON Of THE ENTIRE CIRCUIT. GRAVEL RETENTION TPTAL5 : A-EIGHT (for reference only - 5ce 5tructural)
3.) UNU5ED A-N I N E fIR5T FLOOR ELECTRIC
EA5T 51 D E GG5 A-TEN 5ECOND FLOOR ELECTRIC
Wff_5T 51 DE G34 A-ELEVEN 5EPARATION WALL DETAIL5
NOTES : TOTAL GRAVEL RETENTION 1299 ATTACHMENTS
1 ) OCCUPANCY CLA55 15 GROUP R-3
2) CON5TRUCTION TYPE 15 TYPE 55 LEGAL: ITEM I FORM G00C_0 I
FLORIDA ENERGY EFFICIENCY CODE
THAT PART OF GOVERNMENT LOT 3, SECTION 17, TOWNSHIP 3 SOUTH RANGE 29 FAST, DUVAL COUNTY. FLORIDA, SHOWN AS
LOT 9. BLOCK 16. BUT NOT INCLUDED IN THE PLAT OF DONNER'S R LAT, AS RECORDED IN PLAT 1300K 19, PAGES 16 AND
3) APPLICA13LE CODF-5: 16A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, D BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ITEM 2 5EALED 5URVEY
2014 NATIONAL 13UILDING CODE FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE EAST LINE OF SAID GOVERNMENT LOT 3 NTH THE
SOUTH RIGHT OF WAY LINE OF ARDELLA ROAD (A 30 FOOT RIGHT Y ALL AS SHOWN ON THE AFOREMENTIONED PLAT OF
DONNER'S REPLAT; THENCE SOUTHERLY ALONG SAID EAST LINE OF%0TRN)kNT LOT 3, A DISTANCE OF 115 FEET TO THE
201 1 NATIONAL ELECTRIC COI)E POINT OF BEGINNING FOR THE LANDS HEREIN DESCRIBED; THENCE CONTINUE SOUTHERLY, ALONG SAID EAST LINE OF ITEM 3 TRU55 ENGINEERING
GOVERNMENT LOT 3, A DISTANCE OF 137.2 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF DONNER ROAD (A 60 FOOT RIGHT
OF WAY AS NOW ESTABLISHED, A 30 FOOT RIGHT OF WAY ACCORDING TO PLAT OF DONNER'S REPLAT); THENCE
CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE NORTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 50 FEET TO A POINT ON A LINE 50 FEET WEST
OF AND PARALLEL TO SAID EAST LINE OF GOVERNMENT LOT 3: THENCE NORTHERLY, ALONG LAST SAID LINE, A DISTANCE OF
132.6 FEET TO A POINT ON A LINE 115 FEET SOUTH OF AND PARALLEL TO SAID SOUTH RIGHT OF WAY LINE OF ARDELLA ITEM 4 5TRUCTURAL ENGINEERING
ROAD; THENCE EASTERLY, ALONG LAST SAID LINE, A DISTANCE OF 50 FEET TO THE POINT OF BEGINNING.
BEING THE SAME LANDS AS DESCRIBED AS PARCEL 2 IN OFFICIAL RECORDS BOOK 11155, PAGE 2052 OF SAJD PUBLIC RECORDS
OF DUVAL COUNTY. FLORIDA.
F11 L� i
DRAWING NUMBER %^F C3 Li -I- C3 %^Z C3 LJ S3 1—=:
DRAWN BY: j I r,_�j I I I I
SCAL-E: 16' REVISED. PROJECT ADDRESS, DONNER ROAD 2120 MAYRORT RD. ATLANTIC BEACH, FL
A DATE: 12/ 1 ,4/2016 REVISE�D: ATLANTIC BEACH , FLORIDA 90-4- 2-4-9 0072 904 99-4 6596
BUILDER OF RECORD:
OF 1 1 AOL m _r Lj M 109k L_ E:L-i-rF- Cus-rom HomF-93 AkND RF_Nc3vAk-rioN Ir4c.
M A P SH 0 Wl N G S U RV E Y 0 F
THAT PART OF GOVERNMENT LOT 3, SECTION .17, TOWNSHIP 3 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, SHOWN AS
LOT 9, BLOCK .16, BUT NOT INCLUDED IN THE PLAT OF DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGES 16 AND
16A- OF 'THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND -BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF REFERENCE �COMMENCE AT THE INTERSEC11ON OF THE EAST LINE OF SAID GOVERNMENT LOT 3 WITH THE
SOUTH FIGHT OF WAY LINE OF ARDELLA ROAD (A 30 FOOT RIGHT OF WAY), ALL AS SHOWN ON THE AFOREMENTIONED PLAT OF
DONNER'S REPLAT, THENCE SOUTHERLY ALONG SAID EAST LINE OF GOVERNMENT LOT 3. A DISTANCE OF 115 FEET TO THE
POINT OF BEGINNING FOR THE LANDS HEREIN DESCRIBED; THENCE CONTINUE SOUTHERLYj ALONG SAID EAST LINE OF
GOVERNMENT LOT 3, A DISTANCE OF 137.2 FEET To THE NORTHERLY RIGHT OF WAY LINE OF DONNER ROAD (A 60 FOOT RIGHT
OF WAY AS NOW ESTABLISHED, A 30 FOOT RIGHT OF WAY ACCORDING TO PLAT OF DONNER'S REPLAT); THENCE
NORTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY LINE, A -DISTANCE OF 50 FEET TO A POINT ON A LINE 50 FEET WEST
OF AND PARALLEL TO SAID EAST LINE OF GOVERNMENT LOT 3; THENCE NORTHERLY, ALONG LAST SAID LINE, A DISTANCE OF
132.6 FEET TO A POINT ON A LINE 115 FEET SOUTH OF AND PARALLEL TO SAID SOUTH RIGHT OF WAY LINE OF ARDELLA
ROAD; THENCE EASTERLY, ALONG LAST SAID LINE, A DISTANCE OF 50 FEET TO THE POINT OF BEGINNING.
BEING Ti E SAME LANDS AS DESCRIBED AS PARCEL 2 IN OFFICIAL RECORDS BOOK 11155, PAGE 2052 OF SAID PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA.
1,0 40
2,0
ARDELLA ROAD
30 RIGH T OF WA Y (PA VED) SC,4M- 1 20#
50.00'
\POINT OF REFERENCE
T 18
L 0 T 17 L 0
L 0 T 16
6'ALUMINUM FENCE
POW OF BEGINNING ,
(50.25' FIELD)
$11" BAY (49_595�Fffi�Q)
0.4 50.0 .00
2.1' .4 LINE-
ALI,
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FOUND 1/2* IRON
FOUND 1/2" IRON
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ll*PINE0 LAUREL
Ir MULBERRY04!l*
OAK 3' WOOD FENCE
1VPINE
12* MIMOSA
Xl 1.2
FOUND 1/2" IRON
NO CAP;
Nfj
100.00, SET 7/2- IRON
(100.25' RELD) PIPE, LBM72
50-21 FOUND
L&2 IRON
(50-00' DEED) X.11(50-54' RELD) p1m 72
x
xii 10
DONND�5
NOTES: RIGHT oF wAy WDTH R Of D
1. THIS IS A BOUNDARY SURVEY VARIES (PA VED)
30 RIGHT OF WAY (AS p&q p LA I)
WITH TREE AND TOPOGRAPHIC
LOCATION. BENCHMARK: Fil
2. NORTH PROTRACTED FROM PLAT. SET 1/2- IRON PIPE
3. ANGLES AS PER FIELD SURVEY. RED CAP. LB 3672
4. NO BUILDING RESTRICTION LINE ELEVATION - 10.89
(NAVD W)
PER PLAT.
5. BENCHMARK USED: FOUND X-CUT
DOORWAY ENTRANCE OF BUILDING AT
1509 MAYPORT ROAD. ELEVATION
12.83-(NAVD 88)
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLDOD
ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL --------
NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR
THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.
DONN W. BOATWRIGH P-S-M
"NOT VALID WITHOUT THE SIGNATURE AND THE ADDED TREES- JANUARY 199 :2017 FLORIDA LIC. SURVEYOR Ond MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.- REVISED CERTIFICATION: DECEMBER 5, 2016 FLORIDA LIC. SURVEYING I &� M I APPtNG BUSINESS No. LB 3672
CHECKED BY*-_[F!M-L017-006]2j FRIGHT LAND SURVEYORS, Inc. 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE..NOVEMBER 17 SHEET-1-OF-1-
LE-2017-00 [DRAM BY.,
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