HomeMy WebLinkAbout1000-140.-3-37 WICKHAM AVENUE
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5 26°24'10" E 236.474' A ` A ` ` ` Hyl
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PARKING AT MATTITULK i / 1 '� W�' ' � �'� i' � �'� : •:', ��"�r 1 ' 'sH LDEa
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/ 2 STY. ERM. BLDG. �° 2507 VERT
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'MVNICIPAL PARKING AT PINE STREET' ply L1yi�11.l, E%]STEN
y . , . , . , WATE VA T — `
;= DW PORCH 65.583' ._
PKG. LOT / W
en DRAINAGE O O O DECK PROTECTED BY BOL-ARDS UNITS TO BE PROTECTED W [�
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,, , , D IVEWAY PKG. LOT rweTUNE N
a PROPOSED PARKING SPACES / ~ /wATUN U
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m RO SHOULDER
W DRAINAGE 'TRIPE
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N 25°54'50" W 75.64' 3 SITE PLAN Vol
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SEALED WELL LIGHT V PROJECTION CUTOFF
I'llSITE DATA
j� _ °•"°^' TAX MAF NO.: 1000-1403-31 O
, �,A m r,.. ,w r.
_ "' °""• ^ "'""° ",. .. - M PROPERTY LINE 13235 MAIN ROAD
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ILA ::CM) u K NY
N w"— 1\_\�LI / —I Marmc A
y '` '� •' nr :7n° �'�') o ""�•<• I PROPOSED USE: BUSINESb / Al RENTAL � r ,1
s} wxm II '" +.e+" , :'".°:" ".W:x TOTAL AREA OF SITE. 13,512 Sl FT. V
.:.'F Nou" I ,.^. iz +•+d.• Np1^ a ZONING DISTRICT. HAMLET BUSINESS
N ,y:.. ..,. yy 3 ID"..
EXISTING BUILDING: 2153 BQ. FT. [20.3:4)
All , ..;;' J-H
Al etiWu a.".: �� PROPOSED PORCH: 215 SQ. FT. (1.6k)
EPPPPI
LOT COVERAGE, 21.9M
O y y ti wwW ® o"nLL nml II
o Y�. A PARKING CA
:... . .A,,: n."
"^,
xnx' Yew
D n+` "',"" u`r .,, n« ,. ..( --j `", OFFICE USE: 2321 SQ. FT. PARKING 9PACE/100 9Q. FT. 23 SPACES
CALCULATIONS: 1
r/ o lir g,-.nlpr ITIFrI't. ., o �, /PARKING SHOWN STORAGE USE. 300 SQ, FT, I PARKING 6PACE300 SQ. FT. 1 SPACE •-1
n m I. 6,.2rr
D u ems 11•"rn ° -ru P1 " r ""
,� ^•^ "'a " nrMl[.>unl ® ® ® ON SITE PIAN APTMNTS: 3 APMNT6 PARKING SPACE/APMNT.
� ' •:' " uw ","", al:<rmemM"m°norommee:e ronu.rmn.,w,n.a"",-»wen°ona ¢wlx,nnw:n,e,mnln.elw.,,.,e""": (NO CHANGE) 3SPACES
. � u:rmmoon .veeeerWWwm M1oi,wn,rmxr<'.rAm,,eaµem MrA eAO Aprmn,nn meal"ommne:rs¢ TOTAL PARKING REQUIRED: 27 SPACES
MmeommnYexA .,ruro-A,aa mwrro°er Awrr:nAx,Am[m"mma:mm,eme""
IFG'll:1 'Alx+Vi nP n,"° erAM 'o¢er ne. MA4A.a...'FyrY IarnlonunOa M•FGmr1 m°nnlne a pAE.I�e¢''Id,ivrr.n,Wnnr"ucio I muun uingnnm,,,,11, Al
n,utl
TOTAL PARKING PROVIDED: (INCLUDES I HANDICAP SPACES) 14
F of LL. P",m eAwa ;�:: ° ,s„Wr.�rmr n nnMr...,,,r
c.°Arar,rnnlmn,..m��� r."�lumn eo
y :""nmr°Y�iir,�;':i,°li��"d`r� wju 104Lljr,v am4' mll-A°i Yan-M,rA,.Iv elo�o nnlu<.ev�l�,� s„"�ieo a�im'rlrvY" ACCESSORY PARKING(PUBLIC PARKING)
:+1 I�” I^ m�.,r alu, ADDITIONAL PARKING PROVIDED
TRELus WITH SIGN ixmeATlxG: , ® `nie„n",mnaww,m •� cru W/1200 FEET
"LAWOFFICE ENTRANCE" .IJn:',nP LL IA ® wsxm en "Am "'�11r `lull rR °' r:'�: s 1.1 H d
{-Y- ��I[m vm mrY1Mfi'G GVNxG,I,Gua,O'tnoM1 loOWm[°n L[°1 :xerrnvnlwvor`m""Id,aYY,ntm AM rlutln/Iin�uMrvm rVGd M:,LIN - ullw""p un - O-- _
IenI"IAla LvwxgmuMur ruln[{YI 1a Oroq Vr,Inu q,nWNL,unitl Yu,JrnLl ® oYmuvune to M1ouuigxnlrpnl""" 10::11-A ID, me,r"mnr nrM1 <
"alW,r nil.'�..1.lnrrrrm,�a,ln.Gln,l,l"i„i, ®4(.vmr,mr"„`,I"".>_•.. r Im „',-„,x:..."nM r .r „r � i O O DRAINAGE CALCULATIONS:
rionoRira'Aa e':xmJ"n"I[amro,m IN Ann ,ne,lan,J°pioJmm�IDUNuov fL+ Ini r m�l !lue¢l=111A
1ph'o lxuua 4o-1m,Mnittvnm clxl Q
�m�all+rGam•�'•+nx*" axr,.rwr.°" n��rnuai��„Yn,+m,ur�n"•,w�wo-im Gl Aae, roar +:e
Nimrv,Y,MeYl m,.m<:v,. annum r."n,mr xwr° Nl- DRNEWAY/PARKING=fi900 SQ. .AREA ROOF ARE4:27645Q.
2202210” W 10m°mr: w w,en :`rw ® V=ARC V=ARC
•ooe 'A A,N11 A,"Lrl-Ivurrmn""n.mru Mru r,w AU "on,.nnnm,"v:le mmelAmr°n
rr fi900 SF.x.l]x.fi 2A RAIN PER HOUR 27fi45.F.x.17x1
u o3
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ml"iwni.r +`a-r" -d..E1l..rwelnnnl"M1",rA (0' )
P.un,rueAYnn,ircirnYn Wmrlra - U 1"dLnx A,NAmaw"emmlPM r:, 1 ii V=653 G.F. V=469 G.F.
m..rm,mGlnAr.urrlwlYn""mn.muN ir.see Anolrx sex
T- r 653/VIDE (6'DIA.RINGS)=15.45 YWEL.) 969/4Z24VIDE -DSA.RINGS)= 11.12(V.I.F.)
M..A I'll 1.1-11A WIA rvumn„M,wxenrxn 11111': A:A.,A. rxxwap exr um -' xm'M-M.IA,rn,e maw aenr„au.•.neum NmxLpx;G,e.wxx PAl ANl!AP � *PROVIDE:2-O'DEEP%R'DLI.DRYWELLS *PROVIDE3-9'DEEP%6'DIA.DRYWELLS
r,r. nu'- •�.e+ ""'""0""""'" „",m +r..,min.i. •i..,.ue. ...r.ru,-,,, ,.,„Y
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(12'EFFECITVE)
-ITIS DNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECT N
]00-254(p ACKNOLEDGES THAT THE CONDITIONS OF THE SITE ILA 4
APROV SETFORTHINTHERESOLUIONOFAPFROVALDATED
xrx—eulWr °nFxxulan mG wnu Mxu"T /=_ZQC2 R— C EPTaD.(SEE ODNDRIONSoy�RE��//L 1
SEALED WELL LIGHT PRGJECTIDN COTOFF P EeaR N
�IGG1 �1 �C �(�z
LIGHTING : lUl 1xx� xal,..��� ode 08
Al A� 111A
; .
' I x AVFN SIGNANRE TITLE DAZE
Gelq I ° '+u of SCALE: 1/4° = 1'-D° APPROVED HY
xo I(wi K� 'r , nn 'r'f° DECK
RUDD LIGHTING E4405-D 50 WATT WALL DOWN LIGHT I To OF SOUTHOLD PLAN JD OBO
ARE
';:a; lr` eIEDDioiancathElmn
1 . 'J-Ii0n mx .;
` - mn A HORIZEO SIGNATURE T17L6 DA
wGn InY"I mm�awaw:..- AIN
RUDD LIGHTING DU4055SYM-D 50 WATT WIDE FLOOD Mai,,rr.+�"nw '
•'•y;,, [AM
vrvam Mm„r„rwwY„�r NOTE:The approved site development plan shall valid for
MM.a..w „n, ern, a period of duee(3)years from the date of approval per
Ale.APLVMI�M U,Mm i ArarwnMuu mire. xw uu. PROPERTY LINE
:WiPA.l"air mdrnwm1111 PAl4"I.P...1M " 10'-0" code sectio l 100-255.
APAPA
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RUDD LIGHTING P5649 60 WATT CARRIAGE LAMP ”°"""'°":<I' °" "'
occlNsxrnl,uME DRAWN BY: MH
ATT06NN:Yti AT W\V O
•
EFFICIENCY-60.1% ' RAILING
PER CODE January10 2008
.Al ,
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:: ^wiae.W R'"'Pml""Y SCALE: 1/4" = 1'-011
- - +,iYaE- .m"F" TOEOEDECK
12
RAMP 2 SIGNS PROPOSED:
I. y0
11.FREE STANDING ON SOUTH SIDE OF BUILDS '`(R ,,gID��E6"9,f 9'F
nxm"m"I�"wxmY,nly"MRION AILL .x„M" APPRO%IMATLY 30 +/-FROM ROAD ROUT 2 ,11' '�'LITg I� cT1. S H F ET NO•
SIGN TO aE SET BACK 15'FROM PROPERTYIL ( D O
nx,w"�eumm"^mm ,R.;d:J,n LEAwr Y ��:��TxEnr��w""'C^7awx1m iWWa•n �� ISr_6rr 21.SIGN TO BE LOCATION
ON ENTRANCED TO SOUTH SIDE 0, -_ { W
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DRIVEW
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Iti+M,�Wnm*m.x,e,.�,nn""gym LOCATION TO BE LOCATED NEAR THE ROOK,4 IT,
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DESIGN SERVICES
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SCALE: 1/4" = V-0"
RIGHT ELEVATION J-DEE& 9f SHEET NO:
SCALE: 1/4" = 1'-0" y .Fpsg w
AOFE \O
119'J"
11'¢• 1T.5•
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(WAVY Tvn ANG) 3
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HEIGHT DESIGN SERVICES
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119'-T'
EXISTING 1ST. FLOOR PLAN E R:ENGCONDITIONS•
WADS.P%e ANDRE MONO.SIAO 71 GRADE)
WALLS.POSTOD P PEAR CONSTRUCTION
FIN6H WODG PIgRUNG ON WALLS IRITCHEN/APMIMENT;ORWJALL)
SCALE: 3/16" = I"-DI T40 WAINSCOT ON CEILING UOTCHEN I APARTMENT:DROPPED CMNG)
CARPET/LINOLEUM ON FLOORS
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EXISTING CONDITIONS:
FLOOR:2%8
EXISTING 2ND. FLOOR PLAN CEILING
M4 AND BEAHCONSTRUCTIONQ3
SCALE: 3/1611 = V-0- FINISH::T(&G WAINSCOT ON CEILING � A�a E
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FOUNDATION PLAN
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11 I I ( II *114 4 1114 11/2 2 42X8 LEDGER CONNECTED
LAV. SINKF.A.I. GALV.BOLTS W WAS ERS
DWW.C. W.C. TO HOUSE W/2-1/T'DIA.
/11/4 3 3 1114 11/2 2X8 ACQD]@16"OC 7EXISTING
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELAS PER aarwy° SHEET NO:
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LE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) v t3E.e3/7/r
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ��`+�Fr
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL I �� Z a
CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. n I
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ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. w Y--1•- _ 2
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, 0'T2
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DESIGN SERVICES
(631)298-2250
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119'-7"
9'-g 1/2" 11'-0 1/2" T-g" 10'-7" 12'-g" 12-9 1/4" 12'-0 1/2" 9'-1" 6'-6 I/2" 19'4 3/4"
PROVIDE A 1-HOUR FIRE-RATED WALL PROVIDE A 1-HOUR FIRE-RATED WALL
(SEE DETAILS)ON PARTITIONS WALL (SEE DETAILS)ON PARTITIONS WALL
AND PERIMETER EXTERIOR WALLS AND PERIMETER EXTERIOR WALLS
10•_6•, -01/2" T-4" b,_9,• V-g'" 12'-41/2" 12'-41/2" 11'-11/2" g'-1' V-7" 12•_7"
TIN
3046 AW21 AW21 I 3046 3046 A61 3 1/2 A61 3046 AW31
AW21
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SHELVES
sHElLves BATH M
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m m BATH 6'-0 /2" -�+ :o
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PROVIDE DEA 1-HOUR PARTITIONFIRE—RATES
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(SEE DETAILS)ON PARTITIONS AND PERIMETER EXTERIOR WALLS ®RAMP TO BE CONSTRUCTED AS PER 3046 3'-b 1/2" '-21/ v11 G1111 eGG agpPM1e all GGe
SECTION R313 OF N.Y.S.CONSTRUCTION �� PROVIDE WEATHERSTRIPPING ? - ti
CXW14 3'-0" BASEMENT `+ AND D00 F�
LODE, MAXIMUM SLOPE TO R NO MORE WORK AREA ' f-1
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THAN 12.5%,PROVIDE HANDRAILS ON u 4'-1�� ACCESS in iv DOOR TO BE SOLID-CORE. ry I I .moi - f•�
r; AT LEAST ONE SIDE OF RAMP.RAILING ml i 4-13 CXW14 3'nil - " J '�
b+ TO COMPLY WITH SECTION R315.2. on 4'-!0" 0 m 3_0 N
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EXISTING COLUMNS TO
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I
( CO COLUMN W/12"DIA, CONC. PIER
'-D"BELOW GRADE W/2'-O"X2'-0"RI'-0"
23'-6" 23'-51/2" 5'-91/2" ^ 12'-41/2" CONCRETE FOOTING(TYPICAL)
6'-4" Sg'-513/16" 45'-23/16" G'-0" 9'4" 11'-01/2"
119'-7"
1).NO ADDITIONS TO BE MADE TO OUTSIDE.EXISTING SUPPORT BEAMS TO REMAIN 6).NEW WINDOWS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
APARTMENT No. 1 393 S.F. 1 2),INTERIOR PARTITIONS TO BE CONSTRUCTED WITH•2 OR BETTER DOUG FIR. 7). PROVIDE DEBRI-PROTECTION PANELS WITH HARDWARE UNLESS USING IMPACT
OFFICE AREA No. 1:506 S.F. 1ST. FLOOR PLAN 3).ANY STRUCTURAL CHANGES TO BE REVIEWED AND APPROVED BY THE ENGINEER. GLAZING. PANELS ARE TO BE LABELED AND LOCATION NOTED FOR APPLICATION.
g). REVIEW CONSTRUCTION DETAIL SHEET FOR WIND STRAPPING TO ANY NEW WOOD
OFFICE AREA No.2: 1739 S.F. 4). PROVIDE I Cot DETECTOR IN ADDITION TO SMOKE DETECTORS IN ALL COMPONENTS BEING ALTERED(EG.WINDOWS).
PORCH AREA:215 S.F.
SCALE: 1/8" = 1'-0' APARTMENTS AND OFFICE AREA.
5),ALL AREAS TO HAVE SPRINKLER SYSTEMS, PROVIDE RATED A 1 HOUR FIRE-RATED ABOVE
WALL APPROVED B Y
A5 NOTED ON PLAN, PROVIDE A 1 HOUR FIRE-RATED CEILING UNDER ABOVE
SPRINKLERAPARTMENTS.IF R
UPGRADED TO 2 HOURSAND APPROVED BY ENGINEERANDDEPARTMENT. PLANNING BOARD
TOWN OF SOUTHOLD
DATE a g�� DRAWN BY: MH
December 20, 2007
SCALE: 1/4" = 1'-0"
f'�,o�oac'wY\
0 SHEET NO:
pis
� S1
1.Flooring ema_TheFlaoringsystemahallmnsl,tofoneofthafallawing:
No. 1
System No. 1 CEILING ASSEMBLY RATING — 2HR.
SubFloaring—Min 1 by 61n.T&G lumber fastened diagonally to joists. C 4 O
Vapor Barrier—Nam 0.01D in.thick commercial rosin-sized totaling paper. ANSI/UL 263 (DESIGN NO. L511)
Finish Flooring—Min I by 3 In.T&G and end matched,laid perpendicular W jolats.
2.Wood Joists—Min 2 by 10,spaced 16 In.OC and effectively Flreblocked in 1 2 3
accordance with local codes.
3.Crass Bridging—Mln 1 by 31n.or min 2 by 10 solid blacking.
4.Real Channels—Farmed of 25 MSG gall steel,spaced 241n.OC perpendicular
dE51GN SEIzVicE�
to joists and located 12 In. arn each side edge of base layer gypsum board.Channels
placed with 1/4 In.clearance at the ends and fastened to each Joist with I4/8 In.long
No.7 Type S bugle head screws.Min end clearance of channels to walls:3/e In.
Additiosecond layers nnelsof gypsum
60 sum long,placed)andadjacent In continuous channels at endends t joints of (651) 298-2250
second layers of gypsum board(Item 5)and similarly secured.Channel ends to extend
61n. beyond each side of Joint.
cSteel Framing Members(Not Shawn Asan alternate to[[em 9,furring
ha
draw4u@optonline.net
channels and Steel Framing Members des as described below:
a.Furring Channels—Farmed of No.25 MSG galv steel.2-3/0 In.wide by 7/81n.
deep,spared 24 in.OC perpendicular to joists.Channels secured to joists as described
In Item It.Ends of adjoining channels overlapped 6 In.and tied together with double
strand of No, 18 SWG galy steel wire near each end of overlap.
It,Steel Framing Members*—Used to attach furring channels(Item a)to joists.Clips
spaced 48 In.OC.,and secured to alternating joists with No.8 x 2-1/21n.coarse
drywall screw through the center grommet.Furring channels are friction fitted Into
clips.Adjoining channels are overlapped as described In Item a.As an alternate,ends 4 C
of adjoining channels may be overlapped 6 In.and secured together with two J
self-tapping No.6 framing screws,min 7/I6 In.long at the midpoint of the overlap,
with one screw on each flange of the channel.Additional clips required to hold furring
channel that supports the gypsum boas but joints,as described In Item S.
S.Gypsum Board*—Two layers of nam 5/81n.thick,4 it wide gypsum board.When 3046 3046 3046
3046 3046
resilient channels(item m are used,first layer installed perpendicular joists
it joists with end
EGRESS
joints located over bottom of joists.Gypsum boats attached to joists with 6d cement
coated cooler galls spaced 1 In.,der joists,and 21 in.from each side edge In Ne field of the
boas.Butt edges shall es of under ndfastened with galls spaced 1 in.,6 In., IS In.
and 21 In.from side edges of board,and is with
back from butt edge.Second layer of
gypsum board secured to reslllent channels witll 1 In. long No.7 Type 5 bugle head
screws spared 12 in,ye OC with additional xreIn placed 3 In.from each side edge.End 2-5 8" +`
joints of second layer offset from end Joints In first layer,and secured to both reslllentD4 SHELVES
Se^ BEDROOM BEDROOM E ROOM
channels as shown In end joint detail.Screws located 3141n.and 1-1/41n,from side C 5 �� BEDROOM
and end joints of boards.When Steel Framing Members(Item attached
are used,sheets 1 J J
Installed with long dimensions parallel with ljoists.hea Base layer attached to the furring I/T'
channels using 1 In.long No.7 Type 5 bugle head steed screws spaced B In.OC along
butted end joints and t12 hin t OC In the field of the board.Butted end joints shall he 1/2" 1/2" 5'-9 1/2" 6'-10 3/4"
staggered min 2 R within the assembly,and occur midway between the continuous ' � -3 1/2" 3' 3 1/2" 3'-3 1 " 0-10 3/4"
furring channels. Each end of each gypsum boas shall be supported by a single length
1-1/4" 5'-9 1/2" 3'-3 1/2" Y
of o furring
channel equal to the width of the gypsum boas plus 6 in.on each end.The m
2'-4"
and arcing channels shall be spaced approximately end
of In.Dc,and be attached m � RESILIENT FIRST LAYER SECOND LAYER N 2'-4"
underside of We joist with one RS[C-1 dip an each and of the channel.layer
a base _ _ _
layer end joint to he offsets min of 241n.in adjacentmurses.Outer layer attachEdtu CHANNEL DETAIL END JOINT DETAIL END JOINT DETAIL z'-4•'
the furring channels using 1-5/6 In.long No.7 Type S bugle head steel screws spaced — _ N ry ti T is 2'-4"'
8 In.OC at butted joints and 12 In.OC In the field.Butted end joints to be offset a minof 8 In.from base layer end joints.Butted side joints of outer layer to be offset min 18 T FILE STORAGE ROOM
ry ~
in.from butted side joints of base layer. 2'-6" \ (FOR OFFICES BELOW J 2'-6" N
6.Finitwo hingmat System-joints(Noand Sham)earls.NVinyl, 2 In.promwide paper tnt apecompound,embedded
d In liedfirst
❑ / \ / \
In two coats to joints and screw-heads.As
Nam 2 In.wide paper tape embedded In first
layer a compound over all joints.As an alternate,nam. 3/321n.thick veneer plaster � -
may be applied to the entire surface of the gypsum board, to v
4 1/2"Y B T6'-9 3/4" r pgRTION WALLS TO CONTINUE * B TH _4 /2' 1D'-r'
r 6'-9 3/4" -
UP TO
SIDE
OF AN
LIVING ROOM TO AVENA iRHOUR�IRE�RATiNG LIVING ROOM z
--------------------- --------- --Q
BEARING WALL RATING — 2HR. ❑
H N ❑�❑ �- A
ANSI/UL 263 (DESIGN NO. U301) ® APARTMENT No. 2 ;' j r; KITc E m
TCHEN " APARTMENT No. 3 U
"
CORRIDOR
(�
10•_1"
16" O.C. 16 O.C. 7"
N E-I
w z
N 2'-0" O rn 6 ry 2-0 by
in
� Y
i i i i i i i i O4 LANDING 3046
DN. C`
4 3 2 1
2X4'S FIR',ESTOPPED
APARTMENT No. 2: 497 SQ. FT.
1.Nallheads—Exposed or covered with joint finisher. UNITED STATES GYPSUM CO—Types AR,C,FRX-G,IP-AR,IP-XI,IP-X2,IPC-AR,SCX,SHX, APARTMENT No. 3: 497 SO. FT.
2.Joints—Exposed or covered with fiber tape and joint finisher.As an alternate,nominal WRC,WRX.
3/321n.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer STORAGE ROOM AND CORRIDOR: 509 SQ. FT.
baseboard.Joints reinforced. USG MEXICO S A DE C V—Types AR,C,IP-AR,IP-XI,IP-X2,IPC-AR,SCX,SHX,WRC,WRX.
3.Nails-6d cement mated nalls 1-7181n,long,0.0915 in.shank clam,1/41n,clam heads,
and Bd cement mated nails 2-3/B In.long,0.113 In,shank clam,9/32 In.clam heads. 4A,Gypsum Boas"—(As an alternate to Item 4)—Nam 3/41n.thick,Installed as described In
4.Gypsum Board—*-5/8 In.thick,two layers applied either horizontally or vertically.Inner Item 4.
layer attached to studs with the 1-7/13 In.nails spaced 61n.OC.Outer layer attached to studs CANADIAN GYPSUM COMPANY—Types AR,IP-AR.
over Inner layer with the 2-3/8 In, long nails spaced a In.OC.Vertical joints located over studs.
All joints In face layers staggered with joints In base layers.Joints of each base layer offset with UNITED STATES GYPSUM CO—Types AR,INAR.
joints of base layer on apposite side.
When used In widths other than 481n,,gypsum board to be Installed horizontally. USG MEXICO 5 A DE C V—Types AR,IP-AR.
When Steel Framing Members*(Item 6)are used,base layer attached to furring channels with 4B.Gypsum Board*—(As an alternate to Items 4 and 4A)-5/B In.thick,2 it wide,tongue
1 In. long Type S bugle-head steel screws spaced max 241n.OC;face layer attached with 1-5/13 In. and groove edge,appllled horizontally as the outer layer to one side of the assembly.Secured as
long Type S bugle-head steel screws spaced max 12 In.OC, described In Item 4.joint covering(Item 2)net requlred.
CANADIAN GYPSUM COMPANY—Type SHX
AMERICAN GYPSUM CO—Types AG%-1,AG-C,AGX-11.
BEIJING NEW BUILDING MATERIALS CO LTD—Type DB%-1. UNITED STATES GYPSUM CO—Type SHX APPROVED BY
BPB AMERICA INC—Types l,FRPC, EGRG,ProRoc Type or WUSG MEXICO 5 A DE C V—Type SH%ORoc Type%, PLANNING BOARD
5.Molded PlastlN—Not shown,Optional—Solid vinyl siding mechanically secured overthe TOWN OF SOLITHOLD
BPB CANADA INC—Prof Type C,ProRoc Type X,PmRoc Type Abuse-Resistant. outer layer to framing imembers In accordance with manufacturer's recommended Installation
detalls.
CANADIAN GYPSUM COMPANY—Types AR,C,IP-AR,IP-XI,IP-X2,IPC-AR,SCX,SHX,WRC, ALSIDE,DN OF DATE //ij g/D r/
ASSOCIATED MATERIALS INC DRAWN BY: MH
G-P GYPSUM CORP,SUB OF
GENTEK BUILDING PRODUCTS LTD
GEORGIA-PACIFIC CORP—Types 5,9,C,DAP,DD,DA,DGG,DS,GPFS6. HEARTLAND BUILDING PRODUCTS INC December 20, 2007
LAFARGE NORTH AMERICA INC—Types UGI LGFC2,LGFC2A,LGFC6,LGFC6A.,LGFC-C/A.
VYTEC CORP
NATIONAL GYPSUM CO—Types FSK,FSK-C,FSK-G,FSW,FSW-3,FSW-5,FSW-C,FSW-G. NEBRASKA PLASTICS SCALE: 1/4" = V-0"
ZINC
PABCO GYPSUM, DIV OF
6.Steel Framing Members—(Optional,Not Shown)*-Furring channels and reslllent sound Isolation
PACIFIC COAST BUILDING PRODUCTS INC—Type C,PG-2,PG-3,PG-3W,PGA,PG-S, PG5W, clip as described below:
PG-5WS,PG-9 or PG-C. A.Furring Channels—Formed of No.25 MSG gadv steel.2-3/81n.wide by 7/0 In.deep,spaced 241n. "w studs as described In Item b. Ends of adjoining channels NEW V
OC perpendicularSHE
NO
to studs.Channels secured to p'�
PANEL REY 5 q—Type PR%, are overlapped 61n.and tied together with double strand of No. I8 Sl gado steel wire near each end of �-�4).TU -6r7FTC1 E/Y"
overlap.As an alternate,ends of adjoining channels may be overlapped 61n.and secured together with
HEARTLAND BUILDING PRODUCTS INC—Type TG-C. two self-tapping#6 framing screws,min.7/I6 In.long at the midpoint of the overlap,with one screw on
each Flange of the channel.Wallboard attached to furring channels as described In Item 4.
SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type E%-1 3.Steel Framing Members*—Resilient sound isolation dip used to attach furring channels(Item 6a)to
studs.Clips spaced 481n,OC.,and secured to studs with No.B x 2-1/21n.coarse drywall screw through
STANDARD GYPSUM L L C—Types SGC,SG-C or SGC-G. the center grommet. Furring channels are friction fitted Into clips
HEARTLAND BUILDING PRODUCTS INC—Type TG-C PAC INTERNATIONAL INC—Type RSIC-1. 5R, y