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5 WINDSOR RD,GREAT NECK, NY 11021
917-513-5791
INFO@SOLVEARCHITECTURE.COM
PROFESSIONAL OF RECORD:
\EFtED ARC
1 1= .1=111-T 1-11-III=III—III— _ _
R301 . 2 . 1 . 2 PROTECTI0N OF OPENINGS -
° a
1 1=1 I=1 11-1 11-1 11=1 I I-, 1=1 11=1 11=1 I I=I I Ell 1=1 I I-II 1=1 I Ell =1 I =I 11=1 I I-I 11=1 _
=1 11=I 11=I 11=1 I F=l 11=1 11=I I I=1 I(=1 11=1 1 I-_ _ =1 I =F 11=I l =1 I =1 I =1 11=I 11=1 11=1 11=1 11=1 I I=1I 1=1 11=1 11=1 I I=1 1 1EE 11=I I I=1 11=1 11=1 I I=1 1=1 I I- _ EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNS
REMOVE E POCKET DOOR AND WIDEN OPENING TO - =1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I El 11=1 I I=1 I I-, ,. 1=i I►=111=1 I I=1 11=1 =1 I I=111=1 I =1 I=f I I=1 I=11 I=1 I I=1 I=1 =111=1 I=1 I I=1 I=111=1 I =1 =1 I I=1 I=1 I I=1 I =1 I I=111=1 I Ioft
O —1 i I—III — — — — — — — — — — — — — — — — — — — — — — — — — — IE
— _ SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL �' 043339
CASING TO MATCH E - - _ =1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 I I-1 I I=1 11=1 11=1 11=1 I l=1 11=1 I(-1 11=1 1=1 I I=1 11=1 11=1 11=1 1=1 11= =1 =1 1 q °
0 0 MINIMUM. PROVIDE (N) O —III—III—)I I — — l I I 11 I I 7 OFNEw�
_ _ - _ - 1= 11=111=111=1 I=1 I =1 I =1 I =1 I I=1 i t=1 I I=1 I I=1 I I=1 I I-1 11=1 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-1 I I=1 I -1 I I=1 I I=1 I I-111=1 I =1 I I=1 I=1 I=1 I=1 I I=1 I=1 I I=1 I I=1 I=1 I I=1 -1 I I- i- _ - _ = PANELS WITH A THICKNESS OF NOT LESS THAN - INCH AND A SPAN NOF
t-III-I I I_I I I-III I I i I I I I I I-I I I-I 11-III-11 , ,6
-II I-1 I I=1 I El I =1 I I=1 I I=1 I I=1 I F-=l I I=1 I I=1 I I-1 I I=1 11=1 I I=1 I I=1 11=1 I =1 I F9 I I=1 11=F I I=1 I I=1 I I=1 I I=1 I =1 I El 11=1 I I=1 I =1 I =1 I I-1 11=1 11`1 I I-1 I I-1 I I-1 11=1 I I-1 11.-1 I -1 I I-1 = I 1=1 I -1 1=1 I I-1 I -1 11=1 =1 -1 11=1 I- NOT MORE THAN 8
_I I I=1 11=1 11=1 I I=1 I I=1 I F9 11=1 11= - - - - - - - - -I I I=1 I i=1 11=1 I I-1 11=1 11=1 - -1 11=1 11=1 I I-1 11=1 11=I 11= - 1=111=1 I I-1 11=1 11=1 11=1 11- - - - - - - - - - - 1 I-1 I I-1 11=1 I I--
H HALL BE PERMITTED FOR OPENING PROTECTION
=1 I =1 1=1 11=III=1 11=111=1 11=1 I I- 11=1 1=1 11=1 1=111=1 11=1 I__III-I i I-III-II I-II i-I I I_I I-=III-III-III-III-III-I I I_I I III-1 11=1 11=1 11= PANELS SHALL BE PRECUT AND ATTACHED To THE FRAMING SURROUNDING
I 5EI 11=1 11=1 11=1 I I=1 I I=1 11=1 I I- 11=111=1 ii=1II-1111I I=1 I I=1 11=1 11=1 11=1 11=111=1I1=111=111=111=1I Ell 1=111=1 11=1 11111111=1 I 11=1 I -1 I I-1 I I-1 THE OPENING GONTA►NING THE PRODUCT WITH THE GLAZED OPENING. PROJECT:
III-III=1 11=1 I =1 11=1 I I I =1 11=1 11=1 11=1 11=1 I =1 I I-I I I-I I I_I I I_I 11=1 11=1 11=1 I I-I 11_1 11=1 11=1 I El I CI I I-I I I-I 11=1 I I 1 1= 11=1 I i-III- PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD
5E1 11=_1 11=1 1 1=1 11-1 11=1 11= 11=1 11=1 1 1=1 11=1 1 1=1 1 1=1 11=1 1 1=1 11=l 11=1 I El 11=1 1 1=1 I IE I I I-I I I=1 1 1=111=1 1 1El 11=1 11=1 I I-I 11=1 I 11=1 I El 11=1 11=1 I AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED.
-1 11=1 11=_I I i=1 11=1 I I-1 11= III-1 11=1 11=1 I I-1 11=1 11=III=1 11=1 I❑I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I1=1 11=1 11=1 11=1 I I�I 11— III-1 11=1 11=1 11=_ ATTACHMENTS SHALL BE DESIGNED To RESIST THE COMPONENT AND
_III-I 11=1 I I-� 111-III-I I I I I-I I MI 111-III-I I -IIOIIi-III-I I I-IIIO I I-III-111=III=III-III-III-i I-1 I RIII-III-IIi I I I MECHANICAL I I-I 11=111-I I I-III:
=1 I I=i 11=1 I I-I EEI I I_I I I- ELEC, 1 I 1=1 I I_I I I_I I I-- 11=1 11_1 11_1 I El I I_I I El I I_I 11_1 11=1 11=1 I I-I 11_1 I I_I I1=1 I I_I 11=1 11_1 I I-I I -I I E1 I I-I I El I I-I CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE
11=11�l I I- 11_1 I I-I 11=III-I I I_I I I-I I I-1 11=1 11-I 11_1 I I-I I -I I I-I I I-I I I-I I I_III-I I I-I I I_I I I-I I -I I I-I I I-1 I I f-III-I I I-I I I-I I I_
f=1 I I=1 I=1 I I=1 11=111 - 4t I I 1=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 I-1 11=1 I f-1 I -1 1=1 I-1 11=1 I I-1 11=1 11=1 11=1 I i-1 I R301.2(2) OR ASCE z, WITH THE PERMANENT CORROSION-RESISTANT
-1 I I-111=111=111-I I I- �� 11=111=1 I I-111=111=111=111=111=III=III=111=111=111=I I I=111=111=111=111=I I I=111=111=111=111=1 I 11=111=1 I I-1 I El I 1 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ;Y
- - - - - = - _
=11 =1 1=1 11=1 I I- I I 1=1 11=1 11=1 11=1 I I-I 11=1 I I-i 11=i 11=1 11=1 1=1 11=1 I I-IIi-III-I I I1E 11=1 11=1 11=1 I I-I i I-III-i I I I 1=1 I F 1 I 1=1 11=1 I I- ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS
1 I 1=1 11-I 11=1 I El I I I_I I I-I 11=1 I I_I I I_I 11=1 I i=1 11-1 11=1 I I_I I I-I I I_I I I-I I I-I 11=1 11=1 I I-I I I-I I I_I I I_I I I-I I IE EII I-I I I I-I I I-I 11=1 I I_I I I-I I I-
FI — — — — — — — PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT 0
-1 11=1 11=1 11=1 I I � I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=111=1 11=1 I I I I 1=1 11=1 11=1 11=1 11=1�I � F 45 FEET OR LESS
'1=1 11=1 11=1 11=1 I 11=1 11=1 11=1 I El 11=1 11=1 11=1 11=1 11=1 I i=1 11=1 I I-1 11=111=1 11=1 11=1 11=1 I El 11=1 11=1 11=1 I El 11=1 I POWDER O 11=1 11=1 11=1 11=1 11=1 11=1 I WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS.
II 1=11
=l RECREATION Roots
-I11=11EI1=1I I - - I I=11 1=1I I=1I I=I
i 1=1 11=1 11=1 I I-11
1=1 11=1 11=1 I III-III-III-III-III-I 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 I -I 11=1 1=1 1=1 1=1 1=1 1=1 11=1 11=1 I �P 11=1 1 1=-1 1 1=1 11=1
-1 11=1 11=1 I I-I I III-III-I 11=1 I I-III-III-III-III-I 11=1 11=1 11=1 11=1 11=1 11=1 I I-III= � E =E: ] = � = -i I I-I 11=1 11=1 11=1 11=1:== == _I i-I I I i-III-III-III-� � Id
-III-I 11=1 I( I -I I I-I 1511 I-I 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 I I-I_I 1=1 1=111=111=111=111-11 I III-I 11=1 11=1 11
III=III=III=11 ❑ III=1011=III=III-III=III=III=III=III=III=III=III-III=III-III-III-III=III=III=III-III-III=11 III=III-III-III-
i 1=1 I I-III-IIi 11=1 11=1 11=1 11-1 11=1 11=1 11 I I I-I 11=❑I 1=1 11=1 I I-I I la I M1 11=1 11=1011=1 11=1 11=1 I -I 11=f I I-I I I I t❑I 1 1=1 11=1 ,. O
I-1 11=1 11=1 11=11 17 1 -11 I-1 11=1 11=1 I El 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 I I-1 11-1 I I-1 11=1 1=1 I
-1 11=1 11=1 11=1 I I 11=1 11=1 11-I 11=1 I I-III-1 I I-1 I i=1 I i-I i I-i I I-III-I 11=1 I I-I 11=1 11=1 I I-I 11=1 11=1 I I-IIi-III-III =1 11=1 11=1 11= (�
-II l=l i t=1 I I=1 11-I I POWDER III-III-III=III-III=III-i I I-III-III-III-III=III-III=1 i I-III=III=i I I-i I I-III--I i -III=III-I I Ill- 11=1 11=1
1=1 11=1 1I=d E 1 I I I I E1 11=1 11=1 I ElI1=1IElIElII=111=1II=1 I laIIEEII1=111-III-I I I-III-III-I 11=1 I la I I-III=1 I I I =1 11=1 I= 0
-I I I-F I I-III-I I I-I I =1II=1 I G 1011=1II=l 11=1 11=II1=1I1=1 I IM I RI 111=111=1II=III SII=i11=11i=1 11=111=1I1=111=11 111=1 I I=l 11=111
-'---= RECREATION ROOM RECREATION ROOM
-III-I i I-IIi-i 11=1 I I i t I-III-I 11=1 I I-III-III-III-III-III-III-III-I 11=1 I 1=1 =1 I I-III-III-IIi-III-I 11-i((-III-III I I 1=1 11=1 I I- D
-I I I=I I I=I I I=I I IEEI I I=11 -III-I I I-I I I=I I I-I I I=I I I-I I Ed 11=I I =I I I=I I I=I I I=111=I I I=I I I=I I I=I I I=I I =I I I=I I I=I I I=I I I=11 III-III=I I I=111
1111=111=111=1II=1 I I-III 11 111-111-III=III=III-1►1-I 11-I I I-I 11=111=1 I 1=III=III-I 11=111-III-1►I-III 9 I Ii=IIIEEI 11=111 =III=III-111- Z
�i-11�-1�I-I 1 I-ITi=111-I 1 I I-I 1 I-1►I-1�1=1►I-11�-1�1-1�I-1�1=1�1=--❑ -1�1- �-_:=LIElL1E1 11-11-1 11 111=1�1=1 11=1�- - �_ _
_ = 1= - - - 111=11F=1 I 1=1 I m C (/)
=1 I i=l I I=III-1 I I=1_I I=TI=III � � =III=i I I-I i I- :�`���•
11=I 11-11�-1►1-1 I 1=1 I -1 I-1 I - = --==- =---===- -=- - ---- -- -- - - ---------- I I I=1I1=1 11=l I
�� I 111=111=111=111- I 1 T 1
-III-I I I-111-III-111-III-IIII MECHANICAL =I I
111=1 11=1 11=1 1 1=1 I Ed I E I El I ; ; -I 1=11 1=1 I I=1 11=F
III=III=III-III=III=III=III I 1 III=111=111-III=III-
11_1 l 1_1 I EEI I I =-I I I-I I I-I I EEI I , I 111_111-I I I_I 11-I I I-1
-III-I 11-I 151 I-1 I 1-I 11-III 11 -11�-11�=11�=1 11=1 11=11�: m
'-I I El I-I 11=1 I -I 11=I I __ - 1 1 I I=1 I I-III-t 11=1 11=1 11= z D --�
I-
III-III-III UP 11=1 I I-III-I I I:E 11=1
111=111=111=1I1=I III i ; 11=111=111=111=111= "'� O
III-I I I_I I I-III I I I I-I I IEE I I I_I I I-I 1
IElII=III=III I 11-III-111=III- rn O
_1►1=i�1=1►I O I I O _I�1EEIII-1 0
1=111Ill- CONDIT14NLD STORAGE II 111011_
111=111 I1=1I lEd "0
III-III II-III=
ill
�IIIIII � F
UP 1 1 UP� -717 7 71
------J L--------------------
r-
II I I r------------------, r------------------i1 I rn
1 I ( I 1 I I F F F F F F F F
I I � I it I1 IZ ♦ _♦
71 7 7 7 7
to
I I EXTERIOR
-4 `. 1 i i i _- • 1 1 �. TERRACE F F F W
EXTERIOR I I I It co -�
�r
-71 71 7 71 7 TERRACE ___________ _ __� i ; UP F W
I I
♦ L-------------------y �r----------------
71 ;1 UP ♦♦ 1 1 ,�
I I �
CAP ALL PLUMBING FUTURES BELOW SLAB AND INFILLI10f
SLAB AT THOSE LOCATIONS—
EEM
--4
III II 1 1 -111 -
111-III=1 =111-III-III- F F F F
1(-
ALONG DASHED PORTION OF WALL, FURR OUT EXISTING
OPEN 2x4 FRAMING AS REO'D TO ACCOMMODATE R-21III=_ _—III-111— F F F F F
0111'I"1=111=II1=111=11 i 1 -111-f11-III=I1=fl- 1=
INSULATION, COVER WITH 2" GWB, TAPE, MUD, SAND _ I I-I 11-111—Ill—III-II �� 1 1 ,1 —1 1=1 I—III—I I —I I 1=1
AND PR!P,AE '1 ' '1 �� I I �� a — F F F
_ _ III=III=111=III=111=II � 1 I ,, -III=111=111=III=III=111=III=III=
III I I I I I I I I I-F 11=1 I Ell I I_l I I_I I _a_V----- --_' - -III-I I El 11-I I I-I 11-III-III-11 I-I I I-
,1 ,� j _—____— _ ______ _____ _ _ _ _ _ _ F ALONG DASHED PORTION OF WALL, FURR OUT EXISTING
-11 I-III-i 11-111-I I I-I 11-1 I I-I I I-I I I I I -I I-111-i 11=1 I I 111-1 11-1 11=1 l -111-III- OPEN 2x4 FRAMING AS REQb TO ACCOMMODATE R-21
1 ----
IIIEEI I ElIl—III—I I(—III-111-111-1 (1=1 I —) —_ _ _ _ _ _ — _ _ _—III=1 1=I I I—I I I (I- I -III-11 I— INSULATION, COVER WITH " GWB, TAPE, MUD, SAND
PROVIDE OUTLET WITH GROUND FAULT INTERRUPTER TYP. —111—III=111=111=1 I I-111-111—III—III—III-I I 1-I 1 I-111—III—III—III—III—� III—III-111—III-1 I -I OIII—I I I
�-111-111-111=111-III-111-III-III-III-III-I I i--Ill=l I I-I 11-1 11=111=1 I I-I I I--III-I 1 I-III-III=1 101 11=1 I I-1 I AND PRIME
AS SHOWN I" 1 I — _ _ ___ _ __ _ _ _
11=III-III-III -111-I 111 �I 1 I, ,I I�,;IIII i 111=III-III-111-I i I-III-111-I 11-1 I I-i I i-III-III-I 11=III-I I i-III-_
�I
1-- i 1-111;1 I I 1-1 11=1 I I--111-1 I I-II1-lI1=1 I I-1 I I-I I I-I I I=111-IIIEEI 11-1 11-I 11-I I I
110 I I-I I I II
-I 11=1 I I-I 11-I I I-1 I I-III-III-i I I-III-I -I 11=1 I I_
-1 11-I 11-111-IIElI1=1 11=1 I l-IIF-I I I-III-I I I-I 11=1 I I-I I i-
=1 11=1 11=1 I I-1 11=1 I I-I 11-I I I-I I I-I I I-I I I=1 I l=l 11=1 11- ISSUED: 6/22/21
11 I-I I I-I I -I I I-111-1 1 1-I 1511 I-I I I=I I I=I I I=Wl FF
I I I-I I I-I I El I I-I I I-I I I-I I I-11 El 11=1 11=1 I I- DRAWN BY: ��P
REMOVE ALL OPEN FRAMING IN THIS AREA ' 1=1 1 1=111—III—III—III d I1 El11=1 1 1=1 1 I-
' '1=1 I I-IIi-III-III-III=1 I I-I 11=1 11
1Tt—ITI-1 i 1=1T1=1 I IL I II_ SCALE: AS SHOWN
REVISIONS:
01BAS�IEMENT oPLAN _
\` .J
J U!'11 2 3 2021 0 _
SHEET:
FINAL BASEMENT LAYOUT
- \' A=201
w`& .max' �• S w,��l. �' ^�
Z �V.Yi;:xVNNNN.vArt,),,Sys.•.. �,x �, .••.ey .hq•r"
8301 . 2 . 1 . 2 PROTECTION OF OPENINGS :
ARCIIE��t + DSIGk
EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNS 5 WINDSOR RD,GREAT NECK, NY 11021
SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL INFO 3-5791
INFO917-513-5791
PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN NOF PROFESSIONAL OF RECORD:
NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION.
PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING
THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. BDA&
PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD ``G�,pcOBPsCyFti�'�
AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED. ° �<
ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND
CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE 'x
R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 043339
ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED FOF NE
ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1 .2 IS
PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS
' WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS. PROJECT:
I I I I I I I
I I I 1 I I I
DOWA1
I I I i I I
A-7.2 I I I 1 1 I
. TRY
I I I I I I
•v ' I I I I I I ,
L--------------------- I ------ I I
, 1
/ 1
SUN ROOM
UP UP
REPLACE (E) INSULATED GLASS UNITS WITH I GARAGE
TEMPERED INSULATED GLASS UNITS FOR
WINDOWS AND TRANSOM IN ADJACENT TO TUB
DO N v'
y I SUN ROOM
O , UP
ME ANICA HALL CLOSET 0� z
B TH m C v
BATH
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DINING KITCHEN BED ROOM 5
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DOWN DOWN
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♦♦ \\,� i� '' 0��, F F REPLACE (E) INSULATED GLASS UNITS WITH
♦ `\ I 00�/ co
TEMPERED INSULATED GLASS UNITS FOR \
♦ \\\ / j / ' F WINDOWS AND TRANSOM IN ADJACENT TO TUB W
71 7
i
♦
♦ j I� DOWN :>..
♦ I DOW 7 71 � F F F F F
♦ /
♦ / 0♦♦ '/ Y/ F
♦No,I DOWN DOWN
DOWN
ISSUED: 6/22/21
DRAWN BY: JJP
SCALE: AS SHOWN
REVISIONS:
A
0 -
0
A
0
1 GROUND FLOOR PLAN
SHEET:
SME 1/4'-1'-0*
FINAL GROUND FLOOR LAYOUT
A=3 , 1
t
+`,,f
a yaks: u r ""z
R301 . 2 . 1 . 2 PROTECTION OF OPENINGS : AR � , p MID 9��
EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNSHi � DS��
SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL 5 WINDSOR RD,GREAT NECK, NY 11021
917-513-5791
PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN NOF INFO@SOLVEARCHITECTURE.COM
NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PROFESSIONAL OF RECORD:
PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING
THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. SER-DA&
PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD G�5 PcoBPSCy�)c�`
AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED.
ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND
CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE
R301 ,2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT m 043339
ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED 9rFOFNEW�°
ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301 .2.1.2 IS
PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS
- - Ll WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS.
PROJECT:
DOWN
REPLACE (E) INSULATED GLASS UNITS WITH
TEMPERED INSULATED GLASS UNITS FOR
WINDOWS AND TRANSOM IN ADJACENT TO
BATH O
BEDROOM 4 SHOWER
LIVING ROOM
O
El
FF
O
CLOSET
CLOSET O
CLOSET
O BATH
O CLOSET
0
--- LAUNDRY O
O
• a BATH � Z
0 BATH ElUP
DOWN
BATH m C Cn
Z C7
> o
1,70
� C o
BALCONY BALCONY ; ' ' O
o
-o O
alie-4,m
BEDROOM 3 BEDROOM 2 MAIN BEDROOM 1
� m
REPLACE (E) INSULATED GLASS UNITS WITH
TEMPERED INSULATED GLASS UNITS FOR
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SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL REVISIONS:
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ASPHALT ROOFING CAP SHINGLES ,
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� e�r 2013, VALIDATED BY TOWN OF SOUTHOLD MARCH 28th 2013 FOR FOUNDATIONS,
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