HomeMy WebLinkAbout51735-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51735 Date: 03/13/2025
Permission is hereby granted to:
Nicholas Brice
11 E 1st St Apt PH10
New York, NY 10003
To:
construct additions and alterations to existing single-family dwelling as applied for.
Premises Located at:
5700 Nassau Point Rd, Cutchogue, NY 11935
SCTM# 111.42-2.1
Pursuant to application dated 01/31/2025 and approved by the Building Inspector.
To expire on 03/13/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $563.00
CO-RESIDENTIAL $100.00
Total S663.00
t
Building Inspector
yrI
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 tt� //wwwosoutlj 1K�q Gov
41
P ) )
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
sh
PERMIT NO. Building Inspector:
..�
Applications and forms must be filled out in their entirety. Incomplete )AN 3 1 2025 �
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. w
Date:January 31, 2025
OWNERS)OF PROPERTY:
Name:GLC 5700 Nassau Point Road Trust sCTM#1000-111-12-2.1
Project Address:5700 Nassau Point Road, Cutchogue, NY
Phone#:917 224-7870 Email:jonathanpavlich@gmail.com
Mailing Address:117 E 29th Street, #3B, New York, NY 10016
CONTACT PERSON:
Name:Frederick Weber, Architect
Mailing Address:41 East Maple Road,Greenlawn, NY 11740
Phone#:631 754-5555 Email:fweberarchitect@yahoo.com
DESIGN PROFESSIONAL INFORMATION:
Name:Frederick Weber, Architect
Mailing Address:41 East Maple Road, Greenlawn,NY 11740
Phone#:631 754-5555 Email:fweberarchitect@yahoo.com
CONTRACTOR INFORMATION:
Namepending
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $250,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Dyes *No
1
PROPERTY INFORMATION
Existing use of property:Singie Famiiy DWeiiimg Intended use of property:Singie Family Dwelling
Zone or use district in which premises is situated: mmAre there any covenants and restrictions with respect to
R40 this property? ❑Yes ENo IF YES, PROVIDE A COPY.
❑ Check Box After I''ead" fig: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in bulkiinglsl for necessary inspections.False statements made herein are
punishable as a ClassµA misdemeanor pursuant to Section 220.45 of the New York State Penal Law.
Application Submitted By(pr' name ,F ederick Weber ®Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
:
COUNTY ORS C....)
Frederick Weber being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent (Architect) _._...__
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
3 I day of �20 S� /
Notary Public
Y �Z w NFDAWNAARIE
, e of ta ,Coo(Where the applicant is not the owner) n Expires Der 2 ',2028
Jonathan & Dara ` " li residing at 117 E 29th St, #3B, NY, NY
Frederick Weber
�w .._ to hereby authorize to apply on
my behalfto"'f� n of fit Tow " old Building Department for approval as described herein..
u. " � dle, YG+�
wner's Signature Date
f
Print Owner's Name
2
Town Hall Annex Telephone(631)765-1802
54375 Main Road ��� Fax(631)765-9502
P.O. Box 1179 � Ff
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-I NCINEERE 9
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Y
Date: . .. wo....... ..�
Owner: .. .. ' _ .: . ... _a..... .. _, _ .w.._..... ..� 1. {
WO
Location of Property _.... _... . w rv......� �_. ......._ _...__ ._..w %'._ �
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
„ rt _vw Rehabilitation to an existing commercial or residential ructure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
a„w Timber construction (TC)
in the following location(s) (check applicable line):
, Gm Floor framing, including girders and beams (F)
. _........ Roof framing (R)
Flour and roof framing (FR)
Signature: .._.. __.w.; _.....M.-_...__..._.w_......,� �_. _ .- .w_... ......._....W......._µ ...
Name (person submitting this form): _..............1'1 � e- . V .t....._._m............ . ...w.,.M.:
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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�3S
SURVEY OF FREDERICK
LOT 141 & P/O 142 I�1���,�,� ROBERT
AMENDED MAP A OF WEBER
NASSAU POINT CLUB PROPERTIES INC.
FILE No. 156 FILED AUGUST 16. 1922
SITUATED AT ARCHITECT
T .B AY R y�L NASSAU POINT
CON 1C TOWN OF SOUTHOLD
LITT•L� SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-111-12-2.1
SCALE 1"=20'
NATHAN CORWIN, SURVEYOR
JANUARY 4, 2024
OCTOBER 17, 2024 RE—CERTIFY SURVEY
o AREA = 69,300 sq. ft.
p (TO TIE LINE) 1.591 cc.
O
N/0/F a�q.1q CO"F uw.
r
& M ARIL N
P/0 LOT
.MRE FENCE
' ACK of stoNE wALL P/0
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c o EFRAn1: OARAGS pSP I _ _ _
EXISTIN URT
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NNO #{� DECK E
UNOEROR EE—y� SEA 26.27 i;
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gwd Q Is* 7 1 ...qpp* STONEw►iL Eot oo A '
I FeNCE
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MEt O DRAWING TITLE:
TC"
fr0c" N _
�MON. N �o+� Q �� s Ado
SITE PLAN
OyA a way 2 P �41
Z P�' StCME STONE 6.s
I �g 'j L..Ol
PROPLC ERTY NASSAU POINT ROAD TRUST
MASONRY PATO �� 33.O' REnovE� s000 DECK °�°� (JONATHAN t DARA PAVLICH)
N ;a COnP05jRU TURF t �� BEIGIAN BLOCK CURB
1 N ZS�QRY 1 WOOD FE L� 9�
A '� £ HAMLET: CUTCHOGUE (NASSAU POINT)
EO h`IE�O wA t
- y�l" a�vE �� � TOWN OF SOUTHOLD
p STONEEX151\N11GE NOUgE 1 '%Als WALK t z SUFFOLK COUNTY, NEW YORK
x ro >rRA wplK OP
y i; 1 �C(ENO TONE 5
x '� _ 1 8LUE9 '� K
------- - O NATHAN CORWIN, LAND SURVEYOR RENOVATION:
7s.a' �
- a NEw �_TooP URYEY NFORMATION:
____ _ .,_.. 1 RpOFE BEL4AN BLOCK I
------------ EX15TING� _ 9510cuRe N NY
$ NEw NE 158b MAIN ROAD, JAMESPORT,
PpOL � `uE SURVEYED: JANUARY 4, 2024 Pr4VLICH
_ RUN RE—CERTIFY SURVEY: OCTOBER 11, 2024 RESIDENCE
A g� o INO STONE 1 E'a�a`�R
°R M LOT 1�41 t P/O 142 5100 NASSAU POINT ROAD
F� AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES INC. CUTCHOGUE. NY
i o 1�PTo
s + EXISZIN00 ; 1 `ers c Y„WSE +.+'„� FILE NO. 154, FILED: AUGUST Ib, 1922
' p, SCPORCH O, „eNO EOUNo TOWN OF SOUTHOLD
t"`� � f c�Ox p6, � LOT SCTM#
00--1111-12-2.1 SCTM 1000—III-12-2.1
�?y I w000 p0S6. '0 + ,300 SF (1.591 ACRES)
4'16•00 ZONING: R40 ARCHITECT:
I It
m w�„pow w�
FENCE YARDS: (PRINCIPAL)
' o WIRE
FRONT: 50' FREDERICK R. WEBER
SIDE (ONE): 15' 41 EAST MAPLE ROAD
�WN�ELL �+ SIDE (BOTH): 35' GREENLAWN. NY 11140
I 91 REAR: 50'
O �+� ;,W 11� �j g� ; HEIGHT (MAX.): 35', (2) STORIES WATER MILL, NYHII9IL
LOT COVERAGE (MAX.): 20%
EXISTING LOT COVERAGE: TEL 431 154-5555
v Pweberarchltect®yahoo.com
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HOUSE: 21b5 SF
SCREEN PORCH: 425 SF
GARAGE: 984 SF SEAL:
� , FENCE
++� SWIMMING POOL: 920 SF
FENCE TENNIS COURT: 509b SF
;
EXISTING LOT COVERAGE: 9892 SF (1'4.3%) '
,
WIRE FENCE 0.6•'"
' SLICK WALL
I ' STACKED CSC LQ1
r
TOTAL LOT COVERAGE: ��
NEW COVERED ENTRY: 44 SF
P�N�S SITE PLAN
NEW TOTAL LOT COVERAGE: 9936 SF 11•4.3%>
� I pUANE A.
PL NTS
O &LINQ A A
,
5 1
DRAWING SCHEDULE
ALL SITE WORK IS EXISTING WITH THE EXCEPTION
OF THE NEW ROOFED-OVER ENTRY STOOP DESCRIPTION REV.:
Al SITE PLAN DATE: JAN 30. 2025
A2 FOUNDATION PLAN
A3 15T FLOOR PLAN SCALE: I" = 20'—O"
A4 2ND FLOOR PLAN. SECTION JOB NO: w202403
AS ELEVATIONS
AL SECTIONS
DRAWING NO.
SI STRUCTURAL— 2ND FRAMING
52 STRUCTURAL— ROOF FRAMING At
OF AL
FREDERICK
ROBERT
WEBER
ARCHITECT
IS'-Oil 3�1_�11
131-0" 21-4.
-------------------------
iN o
N ( Q
00
cV iL
I N x
x
-00 m i Existing
I /XI CRAWL SPACE � Q
11,_ " �l_311 W 11-6" 1'-1" 8"
x
I Existing 2x8IF.J., 16" oc lu
Existing (�f) 2x8 F.J., Flu I Jr- r.--
M
Q
ET---------------E
Existing
CRAWL SPACE Ii
I � •
Note: Foundation Walls, Piers t F-�--I
Framing in this Area Were Not
1 Reviewed, but Proposed Work I Note: Foundation Walls, Piers l
1 00 Does Not Impact Any Loading Framing in this Area Were Not
°D I c4 Reviewed, but Proposed Work a
B I ^ i Does Not Impact Any Loading I O
I N
A6 I
Imo, LO
x
LU Solid Block Ist Floor
Bearing Points Down Existing rn�
Foundationto
`V Pier
New Pier p.) CRAWL SPACE
00 00 xLU
I �i
jExisting 2x8 F.J., 10 oc
-1 DRAWING TITLE:
I
New 10AL" Conc. BI. New Conc. BI.
FOUNDATION
Fier w/ 30"x30"xl2" - �
P. Conc. Ftg. Under �+ I iy Pier on P. Conc.
Bearing Point Above n1 I Footing i
Exist. o rn
Existine
I Girder Fan Coil
—.—.—. .—.—.—. .—. —.—. N ' Exist.
— Tn ' _ X Existing Steel Fan Coil
0 111 T w i,/,- Pipe Column (Typ.) i
Existing
_I� 1 _ Existing (3) 2x6 Girder --°x° Existm (3) 2x6 Girder...... v ..............
CRAWL SPACE I —O—
>; � �I Exist.
cv I x
i ao vi 1 i rn Existing
8"
N1 I JOB:Solid Block Ist Floor
I I I I I I 2'-811
041 c i Bearing Points Down = n Basement UP
to Foundation Wall/ _111_=J I x Stair I I I I I I i " " RENOVATION:
a, ui cv New 16 xld Conc. BI.
New Pier (Typ.) III v j Ersomax" Existing I I I I I I Pier w/ 30"x30"xl2" PAVLICH
x III z Water Htr BASEMENT ...................... ........ ................ P. Conc. Ftg. Under RESIDENCE
..........�...:.................... 1,_ "
LU
Existing Girder 8 0 � Bearing Point Above
— — — — — — — — — — 5'100 NASSAU POINT ROAD
" _- _---_---_-------_
CUTCHOGUE. NY23'-8" Existing ( ) x J , rIWallAbove- ---------_ -
-9-Oil Tank TOWN OF SOUTHO LD
(215 Gal.) ao I SCTMK 1000-III-12-2.1
I � IOD
Existing ARCHITECT:
�
(2) 150 Amp
Existing ' ' Elec. Panels FREDERICK R. WEBER
Sanitary `r 0 0 Existing 2x81 F.J., 16" oc 41 EE T MAPLE IRI O O
I _
I I I 52 NOYAC PATH
---___--N___---� I I Existing
81
"FI ,[ to -0 118„ i • cv WATER MILL, NY 11914
CRAWL PACE
1 UNEXCAVATED i l
TEL 431 154-5555
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B --------------- SEAL:
A6 A6
I I I ✓ J
i Solid Block Ist Floor
Bearing Points Down
to Foundation Wall
KEY: 171
I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER
Existing Masonry Wall FOUNDATION
F) LAN
A`
PARALLEL PARTITIONS AND AROUND ALL OPENINGS. REV.: FEB 11, 2025
•• :; New Masonry Wall O
2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 1/.4„ _ 1t-011 z 20�_g� DATE: JAN 30, 2025
Existing Frame Wall
3- ALL NEW CONCRETE FOOTINGS TO BE A MINIMUM SCALE: 1/4" - 1'-0"
OF 3'-0" BELOW GRADE. _----= Existing Wall Removed ,ALL FOUNDATION WORK IS EXISTING w/ JOB NO: w202403
New Frame Wall THE EXCEPTION OF THE NEW FOUNDATION WALLS
FOR THE COVERED ENTRY STOOP AND DRAWING NO.
MISC. NEW PIERS t SOLID BLOCKING.
A2
OF AL
FREDERICK
ROBERT
WEBER
Existing ARCHITECT
PATIO
N r ,
6" 14'-3 1/ 71" 4'-3I/2" l" V-2" '1" 3'-6" 6" 4" 5'-1" le l'-6" 6'-l" II'-10" 3'-O"
Existin "Andersen" A-Series WINDOWS/DOORSN
Stoo g g g FWGD1110103-'� Stoop Existing Model Numbers Refer to "Andersen" A-Series, I--�-�
E do Wir in Existing New 12' W. x T H. Clad, w/ Low E4 Tempered Glass w/ Argon
W ndow Wi d w Window Bi-Parting Sliding Door Performance Upgrade, PG 50 g
ZT5 Provide 1/2" Plywood Panels t Fasteners
i i for All New Window t Door Openings
Existing, Existing , Existing, L---------1_I__
DW Sink i DW
11 I SCOPE OF UJORK- IST FLOOR:
cv I \ 2,_O" -' 13,_4„ 11 3, 12„ -- 15,_0"
En �' `. 11'-6" ° New Cabinet Face
I x on Lower Cabinets t I IO
New Upper Cabinets I I-' - I- CONSTRUCT NEW COVERED ENTRY STOOP E
xtend to Ceilinq I6'-5" I 00 I
r o = 2- INSTALL (3) NEW SLIDING DOORS, T HEIGHT
0 Remove � 1 I �' � R�
R8ti
�+ w xistin 3- INSTALL NEW STAIRCASE (IN EXISTING LOCATION)
o Existing O II I Existin - E, 1 g WITH EXPOSED TREAD t RISER EDGES, NEW RAiLd "r Exisn Island j I I DINING ROOM PATIO w
4- RAISE CEILINGS IN DEN AND MAIN BEDROOM IST
N I O O KITCHii
=N I I AND INSTALL IX6 SHIPLAP CEILINGS W/ RAFTER TIES.
Ln
! Existing i i 5- REMOVE CLOSETS IN DEN t FAMILY ROOM
I - SCREEN PORCH o 4 18'-5"
Xi 4,_1„ 3,_6„ 6, 6" 1 12, 4„
6- REMOVE KITCHEN WALL AND EXPAND KITCHEN
N I Ln I INTO CENTER SPACE. REVISE HVAC DUCT CHASES ^
= il RETURNS. EXTEND UPPER KITCHEN CABINETS I�
I
I q --, --------- -�- -- -_-_-_-__-_-- _-_-__ TO THE CEILING AND PROVIDE NEW LARGE CENTER I—I
--- -
R Wide c� y ISLAND W/ SINK t ADDITIONAL CABINETRY.
I Verify Refrig. efri / N
I Size Between g Remo e Wall Cabinets R, 4„ �2'-0 13'-3" 2'-0" - 1- RECONFIGURE POWDER ROOM LAUNDRY SPACE, r,
N 1 Door ! Window,---' Freeze r �(Veri _N_on earl g?) ii _ I--�-I
BATH I t CLOSETS W/ NEW TILE WORK AND PLUMBING ry
"' I (Move Door — —L 1V�ui - 1 - — a a = FIXTURES t FITTINGS.
Toward Living?) Sink
3 x M 8- REVISE PLUMBING WORK FOR ALL REVISED AND Q
i w NEW PLUMBING FIXTURES t FITTINGS INSTALLED.CL O
A6 I `n i r - N r 9- REVISE ALL MECHANICAL AND ELECTRICAL WORK
�m x O , i o = _ Existin KM 3 AS REQUIRED BY PLAN CHANGES.
°o bD New i_v i i iy FAMILY ROOM ° ~�
6'-4" 3'-5 I/2" �,, I vO El U Island ; - 03 Relocate/Revise x 10- NOTE: ONLY NEW WORK OR EXISTING WORK
le le Andersen A-Series &_ :o rn 4" 6'-I" 3'-6 ; 5'- 4 I'-0 `4" Return Duct Chase 4,
t0 to THAT IS EXPOSED WILL BE CONSIDERED TO BE
in FWG080103L �� a - _ - UPDATED TO CURRENT CODES. T 1
Existing _ I New 8' W. x l' H. Qu- z cn Expan e' d;
Windows �n Sliding Door KITCH N r rn
-_' l I/2" 4„ 5,_O„ 5, 9„ 8�-0" 7'-0" r- 107 x n'
, N
R
= Q' 0 4'-2" 4" 4'-3" 4" 4' 2" Down 5' wstin 4" 20'-9" "' r DRAWING TITLE:
c� �� -- _
M x xistin = to �, s
W EXISTING
11 Line of Ceiling Break = --- Ex. O O i° i
9 r x -
Cr Cr LAIST FLOOR
� k k =x x
Existing - k- -------- --
MAIN BEDROOM IST I I Existing : : ________ _ iv CIA Remove Bu(l -in Closets'end =Cabinet -i
-------,-,,----- ----------a- ---i i r'-----------------------'--- ------- �xis in
I = New 24 Deep Built-in cv �' New 2?f", Deep Built',in i
2�V Ex. O i LIVING ROOM i ; i �' Existing
I..............,.. ... _ TVA - 9
=v CL. I ihWalk
_ -- - -- --
11
P ---
�+ O Line of Existin _Ride 2'-6" 4" 2 - ; : i P I I I 1 30 tin New c n r d r Ne �untertb - bQw
30 r JOB:
--------- — — ————— I I I I I
C`+ N cv Exi mg I I I I i t i a m u t ove
N - Remove Ceding t Clg. Joists, 2 I a I I I I En I tr 30 rn 3 RENOVATION:
Sprayfoam Rafter Space, I - - - -
Strap Ex. Rafters to Wall, : Imo' _� W 11 I d ` o
New Structural Ridge w/ �,� _Line f 2 d Floor_ I x P VLICI--I
g - : I - I; W RESIDENCE
New Tray Ceding , `ii 0O 1 S New Stair w/ Open to Above �' L N Y I
4" 13'-3" 4" `V 1_4 P "� D I 5100 NA55AU POINT ROAD
4 23'-II" : I Exposed Treads 11'-2" 4- ��-t0�� - 1, CUTCHOGUE, NY
Ilk
Line of Ceiling Break 1 II'-8" Existing o `'' a CL - --- - -- -- = 1 -- /-- - - TOWN O F SOUTHOLD
--------9-----------;--- I FOYER _� (2)w22 1 -- O ---_ SCTM (000-III 12 2.1
Ews In Exis ing v 'v : : r �, - O s j CL. New
zo 30'ti g M BATH ST , Remove 2nd Floor Walkw y Above - j
Existing Existing Existing -
ARCHITECT:
i a Window Window Window ;, I Remove r I I I tr
x c " _ _J -�CI05ets
LU 3 O l 0 9 4 0 1 3 Add (2),L,ayers of - -� �Ne 1 ell I FREDERICK R. WEBER
.—.—.—.—.—.—.—.—. Aa —.—. 3/4" Pltwood to Exist - 30 I I =
C14Existing Columns t Header Reinforce !Height 36" I (2)i24 I 41 EAST MAPLE ROAD
— — _ _ I j I = GREENLAWN" NY 11140
I Existing
:r Existing Existing ; I l „ I I ; 1 DEN j 1 ' 52 NOYAC PATH
Window Window 6 _0 �, i - I I I I v WATER MILL. NY 11914
11 Remove Flagstone Pavers. 1 Remove Ceilingl11 Clg. Joists. I I --
„ " " i Replace w/ Bluestone i , I 1 ` S ra foam Raft r Space, 1
4 so-O. 3 -6 4 -9 4 I -6 2 -2 I -4 I I I Strap Ex. Raft rs o Wall, I I TEL 431 154-5555
-----; ,� New Structural edge w/ I 1 fweberarchitectayahoo.com
------------------ ---------------------------------------------- -
New Covered Stoop: I ► , 1 1 New Tray Ceilinlq 1
Concrete Foundation ! --------- - ------ oil SEAL:
B Walls Supporting P. Conc. -------- ------ �'o v v l °D c' o
Slab w/ Bluestone Pavers, ; , •� [X l in :9
A6 New Columns to Support ; `r ,� tug rn1 �1 �I to
t, New Framed Roof Structure i , -
� l
A �+ 1 x I
Extend U I to I U I '
Remove Existing , Bluestone AL � 1 �- I I A6 A� r
Pergola t Columns I ; Walk to New ' 01 ° 1 01
' u I 43 v3 1
Remove ExistingCom osite I Bluestone
Stoop 1 -
Decking t Deck Structure i , r=�i P ;.=;i ,% �,; �, 1 -i I
--�-T, ------- -------- - ------*---�-T- i , Remove ,a-
i�- tom- +iClosets I I in--
I on
i
Existing
AL Windows
20'-8" REV.: FEB 11. 2025
Existing DATE: JAN 30. 2025
Bluestone
Walk KEY: SCALE. 1/4" - I'-On
IST
FLOOR
PLAN
� Existing Frame Wall JOB NO: w202403
Existing Wall Removed DRAWING NO.
New Frame Wall
Existing Belgian
Block Curbin A3
Existing Gravel OF AL
Driveway
FREDERICK
ROBERT
WEBER
ARCHITECT
WINDOWS/DOORS
Model Numbers Refer to "Andersen" A-Series,
Existing New ADH2434 Existing Clad, w/ Low E4 Tempered Glass w/ Argon
Windows 7-4"x 3'-4") Windows Performance Upgrade, PG 50
Provide 1/2" Plywood Panels t Fasteners
= for All New Window t Door Openings
I4" Ne e \ 6'I4" / 5 3
„ Q\ Existing. / 28 3 \ Existing / cn
1 Revers Gable
\Revers Gable/ SCOPE OF WORK— 2ND FLOOR:
" 14'-6"I
A ANDE VE 2ND REFRAME/REI FLOOR OR WE WAY AT FRONT WINDOWS
C FRONT WALL.
m a 2- RECONFIGURE MAIN BATH 2ND w/ NEW PLUMBING
Existing v i Existing iv ' L FIXTURES t FITTINGS, VANITY, SHOWER ENCLOSURE ~
x - t TILE WORK. REDUCE W.I.C. SPACE t EXPAND
BEDROOM 3 BEDROOM 2 LINEN CLOSET. RE-FREAME/RELOCATE ATTIC ACCESS.
I
1 3- FRAME OFF DRESSING AREA FROM EXISTING
1 v MAIN BEDROOM 2ND FLOOR SPACE.
I 19'-10"
1 4- ADD BATH 3 w/ NEW WINDOW, PLUMBING FIXTURES r.�
New p t FITTINGS, TILE, SHOWER ENCLOSURE, ETC.
32" i
1 w v
Mirrors (2) 24' 'r' 5- REMOVE DIVIDING WALL IN BATH 2.
o New `r ( e�4' 6- REDUCE CLOSET WIDTHS IN BEDROOMS I t 2.
Ne ou le V y r- _ _ Ex.
4" Z4 C-4" 4" 4'-10" 4" 30" 1'-10,, R'efra--me Closet '-0` 6" 1- REVISE PLUMBING WORK FOR ALL REVISED AND
NEW PLUMBING FIXTURES t FITTINGS INSTALLED.
.x Wa Is to Reductine i o
771 0verall Siz
w c° 8- REVISE ALL MECHANICAL AND ELECTRICAL WORK
1 H N-_ - - -O m AS REQUIRED BY PLAN CHANGES. C)
ReTile Existing t v- O
A6 II/ H BATH 2 _ „ `Remove 9- NOTE: ONLY NEW WORK OR EXISTING WORK
1 " i " 4'- 4" I` 5 4" 6'-6" 4" x, II 6 Door t Wal THAT IS EXPOSED WILL BE CONSIDERED TO BE T ,
1 I Shower a New _ 28" xisting Ridge _ _ UPDATED TO CURRENT CODES.
Existing Gable Roof _ _ _
LO
Against High Wall i in Ride ZI' INEN (2) 24 _ r a o
I Existing — — — - — — — in
1 (2) 3'-2"x 4'-4' D.H. Re 00 T l
(Half Round Above) 8" Re�ucea v v
W.LC_ Re-Install Existin n
1 `� J tr _ __ --_ �-- Insulated Zipper g Reframe Closet O Reduced
----------------------------------- oo - = ' Walls to Reduce i
- ._.—._.—.�—. .—. - - _ i Relocate i � Enclosure over Ex duerall Size
iv CL.
1 New i Existing � ' Relocated Attic
28 i Attic Stair i �1 $tali 32 --- `v o --
--- -- 1
5'-2" �;' q'_2" `" 4„ W' DRAWING TITLE:
1 4oil
I - I
Existing Ridge z
I - - - - - - - - - - - - - - - - - Neui / j�
N� 2ND FLOOR
`36"4,6 6 Existine 18'-6"/ \ 4" O
I Existing 0 /' I_i \ Existing I Existing
1 iv MAIN BEDROOM 2ND 0 New `" UPPER HALL BEDROOM I `1
- 30" d /
I -
I r �. ——————————————————— —————
————————————
cv Existing Ridge Ceding 9 ll'-5" I 1 JOB:
?v I --- ------------------ --- --------- --- NwS irw
N \ i
DRESSI G E o d Tr ad I ' _T Exttnd ; RENOVATION:
I .\ Pitched Ceiling /. I ,\ = PAVLICH
i /� I - Rail t� Wall i RESIDENCE
4„ 1._1 o- 4„ IS'-6" � 4" �,� 3'-2" 1
1 1 5100 NASSAU POINT ROAD
\ / Open to Below \ Existing Bearing W Il I CUTCHOGUE, NY
1 " 3'-0 0 6'-0" 5' .8" I'-5" 1'-2" I _
j g / y \ Existing i TOWN OF SOUTHOLD
Existin Existin Remove 2nd Floor Wa kwa A ove SCTM# 1000-III-12-2.1
Reversf Gable \.Top of Wall 8'-0" Reverie Gable \ / � t!- J � Window 1
- oo -------------------------100 ------ -------' lea
I
I i IT-4" J� i ARCHITECT:
1 I1 Existing Existing
1 O Windows Windows 0
3 j�„(PI woodrto f Existing! �G+� 1
FREDERICK R. WEBER
1 I I y Revers able 41 Reinforce Height 1 GREENLAWNPNY 11140
Existing I I Exis g xr in j 52 NOYAC PATH
2'-O'x L'- "I Fixed 6'-A�hed0' Fixed ti 21-0 6'-0" Fixed I WATER MILL. NY 1191L
Top if 1
�Q New Standing Seam 1 1 a, 1
TEL L31 '154-5555
Metal Roof: fweberarchitectayahoo.com
I
t= --------- -- SEAL:
'--------- —————— -
B = I ,n
A 6 1 >.uAA
1 At
F„
I y
I
1 I
I 1
I I
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L——————————————————— --—————————————————--
C
A6
20'-8" REV.: FEB 11. 2025
DATE: JAN 30, 2025
KEY: SCALE: 1/4" - 1'-0"
2ND
FLOOR
FLAN
----- Existing Frame Wall JOB NO: w202403
F- ______ Existing Wall Removed
cY DRAWING NO.
O
z New Frame Wall
A 4
OF AL
FREDERICK
ROBERT
VIEBER
ARCHITECT
W
Q
H
W
r
H
DRAWING TITLE:
ELEVATION5
JOB:
RENOVATION:
PAVLICH
RESIDENCE
\ 5100 NASSAU POINT ROAD
CUTCHOGUE. NY
-- TOWN OF 50UTHOLD
- - sCTMs 1000-111-12-2.1
- - ARCHITECT:
�— -" - - - FREDERICK R. WEBER
41 EAST MAPLE ROAD
GREENLAWN. NY 11140
52 NOYAC PATH
WATER MILL. NY 11916
-- - ----- _ TEL 431 154-5555 w.
sue erarc i ec . `
f b h t t'yah000m c
__ - -- 5EAL:
Li
---------------------
J
REV.:
- DATE: JAN 3Or 2025
SCALE: AS NOTED
JOB NO: w202403
- �- DRAWING NO.
A5
OF AL
FREDERICK
ROBERT
WEBER
ARCHITECT
E-I
Exis I ng Q
Re rse 5abI
NC)
Existing 2x10 C.J.
II
I1
1 1 ii
i Standing Seam
1 1 11 Metal Roof CD
Exis 11 ting
Heat Resistant
I Window w
Underlayment
3" 1 3" 5/8" Roof 12
Roof New Rail, 1 1 I I--�
-------------------JIL----------------------------IL------------------ UPPER HALL 36" Hgt. I I II Sheathing c� 2 I--�I
I Remove 1i 2x6 R.R., I6"oc (Hip Roof)
——————Walkway 2x6 C.J., 16"oc Q
——1�— —— Ix6 "Azek" ^
--i_-----1--- 1 — ---r— --r_____-- 1 Exi ti NJ 12 F.J. New II 1/SY1 LVL - -- Fascia Bd.
H�
I I I I I----� 1 --------l�l------ V 1
I New (Bath 3 1 1 1Ren vatgd M. Bath— 12nd I I Add (2) Lagers of Ix6 TtG CI (3) 1 I/2" LVL W 1 3/4" Plgwb6d to g
1 II 2" 2 I/2" I I12" 2i I/2i I IV2" 211/2" I ly2" 11�2" Reinforce IHeight N
I I I I 1 I 1:1 Girder, Enclose
1 I 1 I I I I 1 I I 11 n "Azek" Trim
i I I I I New Stair 4" 2" d
U11
Rail O O
I Existing I:I i O
2nd Floor 1 i I I I D COVER 1: toolMat h Existing,
T ,
------ 2' 3" -- ---J--�— — ------ --- --- ------------------- Front oor I I:I Enclosing6px6 Pressure v
I 12' 3" 2" —!—�---- 2„ 3„--- 2„ I 12" I 12" I 1 1
------ --- ----- ---- -- —�------------------- KITCHEN FOYER 1 I � � Treated Poston Post
C.O. 3" I 3° C.O.
8,_Q(, i 5,_O„ 1:1 Base w/5/8"4 A.B. t LO
16 Strap -to Header
1 1 I 11 I:I
w Bluestone Pavers—
Existing 2x8 F.J. Existing 2x8 F.J. — --- 2"xl2" Coping Edge w/
45
3„ 1 Powder 1 Laundry I Pat I j i 1 I 6 RII ctangulark FR Idndom
—�
Kitchen 2 1y2" 1 ly2" 1 1�2" 1 12" 211/2" I Q2" 1 i _O 8 Set in Mortar Over V
112" 1
4
1 1 1 1 " Reinf. P. Conc. Slab
I 1 W 1 1 1 Existing Stair Existing P. Conc. 8" P. Conc. Perimeter
1 i I Found. Wall Shelf Wall on 16"x8" Cont. DRAWING TITLE:
Ist Floor 1 1 1 P. Conc. Footing
------------------- ———— —————— ——— -------------
1 _ 8'-2" 1 1
V3 1 12" 2" 2„ 3,,3,,-- 112" 5EIEtiT,IMONS
2 i—�i F•AF.A. IBASEMENT 1'_8-, 1 1 41_O" 8" SECTIONS
C.D. To Ap roved Existing Bsl 0 Slab
I I
1 C.O. C.D. Sanitary
Existing Building rain System
Basement/Crawl SQace -----------------------------------------------
I C SECTION C PLUMBING SCHEMATIC NOT TO SCALE JOB:
RENOVATION:
PAVLICH
RESIDENCE
5100 NASSAU POINT ROAD
CUTCHOGUE, NY
TOWN OF SOUTHOLD
Existing Asphalt SCTM# 1000—III-12-2.1
Existin Asphalt Roof Shingles
Roof Shingles Insulate Rafter Space
' Insulate Rafter Space 12 " w/ 6" Closed Cell
ARCHITECT:
12 ; ;::.: w/ 6" Closed Cell Spray Foam (R39)
Spray Foam (R39)
:..
New (3) Il 1/8 8 New (3) 14„
8 Ridge on 4x4 RidPost on 4 toWall BelowFREDERICK R. WEBER
Post:to Wall Below Existing (2) 2x6 41 EAST MAPLE ROAD
Existing l2) 2x6
" :"` 2 4" oc GREENLAWN, NY II'140
R.R., 24 oc New 2x8 C.T., 24" oc "
y;
New New 2x8 C.T., 24" oc "Sister" New 2x8 "' N�w Sister New 2x8 52 NOYAC PATH
I Shiplap R.R., 24 oc
Ix6 Shi la R.R., 24' oc Wood Ceiling WATER MILL, NY 119'IL
---- ---------- ---- -------
Wood Ceiling
—
--——————————————— ------ ------------ ------- TEL L I 'I54— 555
_____ _____ --- ------------
Remove 2x6 C.J. :t T L 3 9 5
Remove 2x6 C.J. t : Stra New 2x8 R.R. fweberarchitect yahoo.com
Stra New 2x8 R.R. Sheetrock Ceiling
Sheetrock Ceiling to Existing Top Wall to xisting Top Wall IF SEAL:
New (2) 4x10 Rafter Ties,
Through Bolt w/ 2x8 rafter 0 Existing 2x4 Walls
on Either Side of Tie :w/ i Existing 2x4 Walls =
(3) 5/8"0 Bolts (TypJ
DEN BUILDING ENVELOPE: (Climate zone 4) .p
MAIN BEDROOM IST
New WINDOWS: "Andersen" A Series, U= 0.21, SHGC= 0.20
New SLIDING DOORS: "Andersen" A Series, U= 0.30, SHGC= 0.26 : Existing 2x8 F.J. 14" oc
i
ROOF/CEILING (Den, MBR Ist): New 6" Closed Cell Spray Foam (R39) w/ Girders/Piers Below
2x8 F.J. 16" oc w/ Girder/Piers Below
ROOF/CEILING (All Other Ceilings): Existing
EXTERIOR WALLS (Above Grade): Existing
FOUNDATION WALLS: Existin Existing Crawl Space
Existing Crawl Space
g t Concrete ete Slab
t Concrete Slab
HVAC: Existing
NEW LIGHTING: 90% LED
New APPLIANCES: ENERGY RATED
22'L2
REV.: FEB 17" 2025
" 20'.
DATE: JAN 30. 2025
SCALE: 1/4" -
SECTION rBB_N� SECTION
A A JOB NO: w202403
1'-0" DRAWING NO.
A 6
OF AL
FREDERICK
ROBERT
WEBER
ARCHITECT
WINDOWS/DOORS
Replace (2) 6' Wide x C-8" Hgt.
Model Numbers Refer to "Andersen" A-Series,
Sliding Doors w/ (1) 12' Wide x T-O" Hgt. Clad, w/ Low E4 Tempered Glass w/ Argon
Sliding BiParting Door, New Header Performance Upgrade, PG 50
i P rovide 1/2" P Iy
wood Panels t Fasteners
1; New: (2) 9 1/2" LVL w/ I" x 9" Stl. 1E Hdr. for All New Window d Door Openings
Existing, , Existing I -------, -lie_-� : : (1'-3" R.O. Hgt.)
` i---------- I DW I I DW
I \
CD
Existing NJ 12 F.J. 912" oc " lie I Existing NJ 12 F.J. 912" oc
co I I
I 00 r--------------;
I � I I
Red
----------------� = III
00
I ` x I•I Verify All'Girders Ends
_ III Have a Minimum of 4" Bearing
m III and Are .Blocked Down w
- 1.1 to Foundation Walls/Piers Tn
= Existing (2) 1 3/4" x 11 1/8" LVL (Wall Above) `=' I I : : Existing (3) NJ 12 Flush
----------- -- ----
........... ...............I................... .
i Refrig/
Q3
�� Freezer : I72 I—� w
° ........1 ..................... ........ : Q W
Li Existing.(2).1..3 " x 11 1/8". LVL w/ (2) 3/8" x 11" Steel..�
ES =o Existing NJ 12 F.J. 8 12" oc °- Existing NJ 12 F.J. 12" oc Q
A6 ° I
a I ... L ✓
.........................
Replace C-8" Hgt. Door w/ v�i 3 r ; �i -
T-O" Hgt. Door, New Header tYi- z::::: ........... ............ i - : :....... : :.....................................................................
.......... .................: N rn ................................................
Post » End of m %-..woe
`J
Strap All Rafters to Top Wall I)' w/ Hurricane Clips New (2) 9 1/2" LVL Hdr. o -----J Existing Be ing Wall KM Existing NJ 12 F.J. 1512" oc:
(T-3" R.O. Hgt.) I New (4) 2x4 Post,
o is Block Solid Down to N.
w Extend ll/P t d F DRAWING TITLE:
Foundation aeers
Searing illall
=I Exist no (3) 11 1/8"_LVL_
Nam. __ 3
-- -- -- — _ --- —��
,-. . r.,- . . . — -—
Line of Ceiling Break _ : : - - - p► . g 2ND FRAMING
N �� �� �� �� �� R�alove Existing
—————————— ———— ---------
�; �! J� I; Existing NJ 12 F.J. $12" oc III Angled Header
(IST FLOOR)
_ °'.. p .� o> III Neiu Heavy
.fl x i� > °I: = ul bDAg Bracket
N Ln Uj(V'Co III :� ' `� \`k-,-----------� �� c/ �•k
c z I I a z= III Galy; Joist Remove Built-in Closets�end Cabinet
-------------------------------------, Haneis -----------------------------------
_ I ............... 9: -: '.. .. : • .I..... I u^ III
�+r^+ Both:Si s
4x6 LUx y O I .. ...........i..................... E4
I I II
Post �n 4x6- I Z : : Existing ---- ---- --, -----,
N Post : : :o : I I I I I I I (2) II 1/8" LV'L T --- _
Line of Existm Ride rn
N New (3) II 1/8" Structural Ridge,-, '� LaundrRe�conf ggrc��Fwder, - - -1 L- JOB:
U I w : :�R i-j I I I I I I -, ' uI Bath,----- I-- ---I I - TON.
fi2ENOV,4
o °x° _ :.I Verify Header ` - II I
P,AVLICH
y I I RESIDENCE
QD
N Z X i Open to Above „�' Post 5100 NASSAU POINT ROAD
I
nc n; I ?�� i Line of 26d FloorBearing II A 'oV' E, N
.......
G
.2)�jll l LV- .l.J.u. I (2 II _ - LVL (Flush) TOWN OF 50UITHOLD
-Line-of Ceiling Break X N : : :II x6 Post SCTMu 1000-III-12-2.1
-co ------- i ePrer
z ----- ----------------------
'Removey I spat e
= I 2nd Floor Walkwa Above i ARCHITECT:
� n� I Remove I
. I
w L -J I - Closets __ I \° I Flush Hdr. Under I
`=n - Add (2),L,ayers of - i �, 2nd dloor Exterior I tn
C)l3/4" Plywood to ; ; Wall Load i I a FREDERICK R. WEBER
Strap All Rafters to Top Wall F, w/ Hurricane Clips — — — — — — — — — — — — — — — — — — Reinforce Height ---- U I j I U 41 EAST MAPLE ROAD
_ _ I I 1 GREENLAWN" NY II'140
A I I
13'-II" i I I New 2A R.R./ `� New 2x6 R. I ; 1 i I 52 NOYAC PATH
I I �� WATER MILL, NY IIR'iL
' i i III �Q .CL U Existing 2x61 R.R., 24 oc I / Existing 2x6 RiR., 24 oc \
X "Sister" New 2 8 R.R., 24" oc I "Sister" New 2x8 R.R., 24" oc a _
----------------------------------------------------------------------
III \,�// New 2x8 C!T., 24" oc I = fwEberarc31tec5gyahoo.5om
I
III i� z :z �� III A I I 00
New 6"x6" Pressure _-______--_ _ I 1 ; I 011 Q, I a G-
AOL Post, ;Encase : ---—---— -------_ ° I a Iry I o -
SEAL: :.. .
13 in Round Column to ° v I
New (3) 2x8: Girder �, �p I I tp
A6 Match Existm :(T ) , _...
g yP' Aro nd Roof: Perimet r , ", I �1 I
rn
I I A v1 `x
A ltr) vl
QC U I 111
' I A6 I� I - AL
i Q 01 ° I� of Q +f t
a t/ 9
11
FRAMING NOTES (Applies to New Construction Only) �, .°� � 1Z � .��
// % v I I L
---I-r,---II------- --------- - ------T�--�I-T-- i . Remove I i,�
L�=' t� 4� /-Closets 1 1
I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER '�
----------- ---------- ------------ 11 1 4x6 Post
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I 1 to Header
3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I (2) II l/81r.
TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. `------------------- ----------- - -- -------------
4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. A4 Post
to
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL 113-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. to Foundation
S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 20'-8" REV.: FEB 11. 2025
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS.
6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30, 2025
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/40 = I'—ON
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w202403
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2ND FRAMING
10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 08 12" O.C. INTERMEDIATE. DRAWING NO.
11. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I S
OO FL )
OR APPROVED EQUAL. ( T
12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I]C
GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S1
13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C.
14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS.
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52
FREDERICK
ROBERT
WEBER
ARCHITECT
U)
WINDOWS/DOORS
Model Numbers Refer to "Andersen" A-Series,
(2) 1 1/2" LVL Hdr. Clad, w/ Low E4 Tempered Glass w/ Argon
(New Window) Performance Upgrade, PG 50
Provide 1/2" PI wood Panels t Fasteners F�
for All New Window t Door Openings
\
Existli R evers4 Gable / ° \'\Revers Gable
I o 0 0 v• \` , 4 o 0 0 ��
I U � U U Wi ~
I - U
X -X X O (yam
(V N C4 —x X X
(V N N
I rn rn rn rn rn rn
I N x x
W W W W1, Lu\,LLI//
I W
r- it
I v`
CD
B
Existing Gable Roof I . xisting Ridge
I --------Against High Wall � � � � — � — � — —•—
I --Exispng Ridge ; I_`=' F r Y/
LO
—.—.—.—. — .—.—.
I '
00
it-----------v ii 1�1
r------------------------------------- —.—.—.—.i—.—.—.—. Dbl. 2x1 C.J.
_ IM Relocate ii ,ground n .
Existingg
n I ---Attic_5tair �i Locate in. -
n „ C.J. Re 4val
m I % \
.0 I U/U`, DRAWING TITLE:
I n m o ,yo o `•,
X R
I
W W I N �► M ROOF FRAMING
�j Existing Ridge
—.—. —.—.—.—.—.—.—.—._. .—.—.—.—.—. °5 N m /I\ U (2ND FLOOR)
D m ~ / I O X
W
X x - U a' X U / \ (I CIA (1
W O (�
.o / I \ rn rn rn
I - ---- X X X C
I QC Q[ Q1 a1 M x X x
I \
------------
Existing Ridge U' Ceiling a II'-5" �1 Lu \\� I JOB:
I --i ------------------ ---- -------------
W W o I � RENOVATION:
PAVLICI-I
\�/.A.\ Pitched Ceding ��/•�.�+a � / I I��+� i RESIDENCE
I f�
I •/ \ `�' / I \. ,� �'/ I \°�` i 5100 NASSAU POINT ROAD
Existing Bearing Wall I CUTCHOGUE, NY
+ / \ I TOWN OF SOUTHOLD
/Existingi \ - / Existini \ / Remove 2nd Floor iWalkway Above i I TOWN 1000-III-12-2.1
I / Reversf Gable \ Top of Walla 8 0 Revere Gable \ / Existin g)_9_I/2" LVL_w/ 13)_I/2"_x9" Stl._� ;(Flush) \
=-----=-----=--------==-- -------------
I \ ARCHITECT:
Existing 2x10 C.J., 16 oc Jee
I I I Existing 2x8 R.R., 16" oc Exist g 2x8 R.R., 16" oc � I
Add (2) Layers of
I 3/4" Plywood to Existing
Gable I FREDERICK R. WEBER
I i Reinforce Height d I 41 EAST MAPLE ROAD
' I GREENLAWN, NY 11140
-------------------------------------
52 NOYAC PATH
WATER MILL, NY 11916
II II I
fweberarc31t c5� ahoo.5
y coin
II I
B -- �i ------- --------''' ?I i m I SEAL:
AL
W
A i i A
A6
I A6
I I
FRAMING NOTES (Applies to New Construction Only)
I I
I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I I
I I
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. i I
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L------------------- ----------------- --
TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. C
4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. A6
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS.
S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. REV.: FEB 11. 2025
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS.
6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30. 2025
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = 1'-0"
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w2O24O3
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ROOF FRAMING
10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 08 12" O.C. INTERMEDIATE. DRAWING NO.
II. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / I D F L O O 1
OR APPROVED EQUAL. ` I J =
12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS,
GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR I/d 1` = it-Oil z
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2
13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C.
14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS.
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52