HomeMy WebLinkAbout49837-Z TOWN OF SOUTHOLD
+' o 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#: 49837 Date: 10/5/2023
Permission is hereby granted to:
Lieberman, Nanc
315 Ma le Ln
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for per
SCHD approval.
At premises located at:
155 Old Shi and Ln, Southold
SCTM # 473889
Sec/Block/Lot# 64.-5-2
Pursuant to application dated 5/18/2023 and approved by the Building Inspector.
To expire on 4/5/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $474.40
CO-ADDITION TO DWELLING $50.00
Total: $524.40
Building Inspector
ti
�tTOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 1rttw �,outktoldtow�tn .
Date Received
APPLICATION FOR BUILDING PERMIT E C k -
For Office Use Only Al
A
ED
PERMIT N0. Building$nsp ctm,
A{�plitGrnsrdfairns must�e fi�letl 4+tt in ttteirentiriy Incomplete, ;
appfica�Qns wl3l nc�t be acc�pd �AI#rar�the�tppl�ar#t i�nat th���+nr>r�er,a�n
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Cr����uxlfQ,rl�a�ti�gfor�i� �
Date: May 1, 2023
a ,
Name: Nancy Lieberman SCTM#1000- 64.-5-2
Project Address:155 Old Shipyard Ln Southold NY 11971
Phone#: 917-817-8634 Email: mS.nancylieberman@grnail.com
Mailing Address:155 Old Shipyard Ln. Southold NY 11971
r
Name: Ural Talcgat,,
Maili
rtg Address: 436 7th Street, Greenport, NY 11944,
Phone#: 631„ 477 8,963 „ Email: ural59@hotmail.com
Name. Ural Tape.#
Mailing Address: 436 7th Street, Greenport, NY 11944
Phone# 631 477 8963 Email: ural59@hotmail.com
._ _. ...
IiOrR� ,�
Name:
Mailing Address:
Phone#: Email:;
i Y�nr�,/r x,,,/ / ////4r// r r ,✓; ,�,,, .r �„a� ,/ cr r,,,, �,ri r, �✓9,vn ,i
❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 300,000
Will the lot be re-graded? ❑Yes iWNo will excess fill be removed from premises? BYes ❑No
1
77,11
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Existing use of property Single family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? Ely es iRNo IF YES, PROVIDEAC 1 0 P I Y
/�.. ✓, ri,i,.r/, r„j�T//r / r :-., r ,,r�J„� rid;%/, r / -r / � i/i./i ,/i// d// .//„ ,,, �� ,,
4��f��iA�'��i�� m�P6dfsam6►,�a����K'�f�^ on�'�'Q+I��f�B '�+�� Pe �L��f '
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Application Submitted By(print name): Ural Talgat M'Authorized Agent ❑Owner
Signature of Applicant: � � �— Date:
STATE OF NEW YORK)
SS:
COUNTY OF i%ro/l - )
Ural Talgat being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the 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
LO day of ! 20 Z
Notary Public
LAUREN M.MCVJSSlt
Notary Public,State of Now Yo*
No.01d MU2308
PROPERTY OWNER AUTHORIZATION Qualified in Suffolk curdy
(Where the applicant is not the owner)
Nancy Lieberman residing at 155 Old Shipyard Lane, Southold, NY 11971
I,
do hereby authorize Ural Talgat to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
a6aa
Owne sh gnature Date
Nancy Lieberman
Print Owner's Name
2
Generated by REScheck-Web Software
CNJ/ Compliance Certificate
Project Lieberman Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
155 Old Shipyard Ln Nancy Lieberman Ural Talgat
Southold, New York 11971 155 Old Shipyard Ln Ural Talgat Architect
Southold, New York 11971 436 7 th street
917-817-8634 Greenport, New York 11944
ms.nancylieberman@gmail.com 6314778963
ural59@hotmail.com
Compliance: 19.8%Better Than Code Maximum UA: 106 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.33
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab on grade tradeoffs au•e no Ilommgem considered lin the UA or Iperf0i-onrnainc.e coinnplwance path i°iun If IEScheclk. IEa h s. alar on-grade
asseirrnlblly in the specified clllnlrnate zone mnnust meet the irnr inurnuirnn eirrengy code uirusulllafloirr IR.rrallue and deli ffi requ herneri s.
.En:velope Assierriblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Assembly or R-Value R-Value U-Factor 11.11-Factor UA UA
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 142 30.0 7.0 0.028 0.026 4 4
Ceiling: Cathedral Ceiling 254 30.0 7.0 0.027 0.026 7 7
Wall west: Wood Frame, 16" o.c. 195 19.0 7.0 0.041 0.060 7 11
Window: Wood Frame 13 0.300 0.320 4 4
SHGC: 0.33
Wall north: Wood Frame, 16" D.C. 255 19.0 7.0 0.041 0.060 10 14
Window 1:Wood Frame 7 0.300 0.320 2 2
SHGC: 0.33
Window 2:Wood Frame 7 0.300 0.320 2 2
SHGC: 0.33
Window 3: Wood Frame 7 0.300 0.320 2 2
SHGC: 0.33
Wall east:Wood Frame, 16" D.C. 195 19.0 7.0 0.041 0.060 6 9
Window 4: Wood Frame 13 0.300 0.320 4 4
SHGC: 0.33
Window 5: Wood Frame 13 0.300 0.320 4 4
SHGC: 0.33
Window 6: Wood Frame 7 0.300 0.320 2 2
SHGC: 0.33
Project Title: Lieberman Residence Report date: 05/17/23
Data filename: Page 1 of 2
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Window 7: Wood Frame 7 0.300 0.320 2 2
SHGC: 0.33
Wall south: Wood Frame, 16" o.c. 255 19.0 7.0 0.041 0.060 10 14
Door: Solid Door(under 50%glazing) 19 0.270 0.320 5 6
Floor: All-Wood Joist/Truss 396 19.0 7.0 0.035 0.047 14 19
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Lieberman Residence Report date: 05/17/23
Data filename: Page 2 of 2
DRAINAGE CALCULATIONS MAX GROSS FLOOR AREA LOT COVERAGE TABLE
AREA OF RESiE9EN EXJSTING SITE AREA TOTAL: 15.&62 sf
t'-LL AREA x - AL x 6 .-FACTOR SITE AREA TOTAL 1562 sF [
DRY �B €[
(DN ag h 1,224 5F x (2/12 FT)/1.0 =203 GU,FT,. ALLOWABLE GROSS FLOOR AREA: 2,032.75 sf ,€ _ _ PROPOSED PERCENTAGE
USE(B) B Oq x 4 POOL PROPOSED BUILDING AREA TOTAL: 2,460 sF RESIDENCE: 1239 eF IBI% 1,635 sf 103%
(3)6 X 4 DRAIN �.SO6.T CU,FT, SCREEN PORGHw O sF 0%
291 sF I.B3% -AwpoF
506.7 GU � ap+ 203 GU,Ff. FIRST FLOOR EXISTING: 1 39 sf GARAGE: 230 sF 1.45% 230 eP 1.45% SEWER LINE CLEAN.OUT
' SECOND FLOOR EXISTING: 534 sF _T _ - SEn3
AREA OF RESIDENCENEW FIRST FLOOR ADDITION: 396 sF MAc 100 BLOWER DETAIL DETAILS
DR'Y x . N�r�`,.. RUNOFF FACTOR SCREEN PORCH ADDITION: 291 sf TOTAL 1,4&9 SF 926%2,732 sf 1721% SINGLE LINE DIA(EAM
(DY�A) 657 SF x � t'1,z IA i FFS GU,FT. - -
USE(U B';€}A. -x 4'M5"POOL �..a
(1)8'X 4'15. =165.9 GU,FT. L'HOMMEDIEU LANE
1)a RE07JIS"m - € -
168A GU IF GU«FT, DWELLING PROPOSED NEW Al OWT5 5EPTIC SY5TEM
,USE PUBLIC WATER FOR A 3 15ED O M RE5IDENCE -
' L�%'F Ls-_ "wow'--T -NEW FUJICLEAN CENT TANK(FO) ,
C N/F BLADOS,JOSEPH I7f =g NEN DISTRIEOTION Dox(De)
IV BLADOS,LORRAINE •NEW CLEANOUT AND VENT
DOWNSPOUTS .+
f =EXISTING(2)B'DIA x 6'HIGH LEACHING POOL—11
/ N65-1 6'40"E f =PLOCATION FOR(I)B'DIA x B'HIGH LEAING
CH
POOLOOL(EXP)
160.04' 9
I x a
I qZs VN—F7 E x n ' TMT 3°EL 230 N
-R 3 E.FROG FUJI CLEAN CEN .
�. =v R R7 YAF 1 ' c DWELLING
{ g USES PUBLIC WATER �;�,
_ TO EXISTING
I RESIDENCE { I N/F CLERIC!,✓L4AFE c
N/F CLERIC!.DIANE
25 0 ! t I EMST
.IF 1AY.,,,"SD RF v POOL
N'F RAS€HANIE#FANszek- SCREEN €°-3` I ( DWELLING
"R" .23,g It USCI PUBLIC WATER
g AD 71TiON 5
LP NIP" OIA,JOSEPH C
ON NEWI I NA GAZZDU,JUNE H BLOWER AND PANEL DELL
EXIST ItII'1aiI+I „ DECK �Bo DISTRIBUTION
WOOD
STEPS
OLD wl '� r _ __-. .RADIUS: NO WELLS FOUND
3 I50 FT
` - 1 NiAL3tWA 0
SHIPYARD k` o aoo
ROAD
'ARD T3k3'L` `, ' FO
R
CQ
--lotN
SUFFOLK COUNTYm PERMIT FOR APPROVARL OF COs RUCTION FOR A F H S
g m
150 FT_RADIUS: IAO
'ELLS F I { s XIS.t11 i ',. N SINGLE FAMILY RESIDENCE ONLY I
® $73N GitkV£L
On --�- - -
i
DAT D 1�3 R•
S64'05'00"W LINES TO 180.00' Fra P ;,
.. x
SEPTIC TANK � 1-0R(IAAX FdUM OF 4 BEDROOMS /
I
DWELLING TO DRYWELLS TO BE REMOVED
USES PUBLIC WATER ADD NEW AI 5F TIC 4EXP':RES THREE YEARS FROM DATE OF APPROVAL
4 1 (DW)CONNECTED TO TANK-FUJIGLEAN 3
E 1 NIP MORRIS,ROBERT C Jr
DOP06FOUT�AND GENT TANK(FC) t
SITE DATA
a Y FKa. -- yYL _ A CLEANOUT AND VENT151-a _ BLTMB 100081✓;-2
fiYP) rE"'4 AND PANEL PERTY: 1660M8h1 n1 Ln j
6 =tcT'�A PLACED AGAINST HOUSE T F p� f
` Ap. .L _ AODREBS S Moltl.NY 11571
p
kapf+ f __s-zt=• OWNER:
i �R`g#trE Ln /
Ej
e e EF'�lllATIOFI T'.: 3FT' EmY a T4 &8 11871
TEST HOLE
SM: 16,362'r-0.1" /
JJ .tib. TJNING: RJO R IEen
J - NO SCALE _
BYM NIi,DONALD DEOSCIENCE SURVEYOR: -- rveYInB,PLLt
SITE PLAN SOUTHOLD,NEWYORN
SCALE: 1"=10'-0" 7€ST HG FL@TA 4s 23 Uu..6OWNv 11831
DATE010116�0f3
�T. I LEALHIM T FT
LIEBERMAN R IDEI DE
�,�a. Pool � i`4aYF.•�n. �srcaT Taw�es
lz��
a + s } s� t be I�s'-4` H C ^3 S _b'`
SEPTIC PR FILE ' l UI (LTALGAT
' = BUILDING PERMIT SET T
SCDHS SUBMISSION S 1
NYO�€1*Ni
END PLUG OR STOPPER INDOORS OUTDOORSDR INAGE CALCULATIONS MAX GROSS FLOOR AREA HOUSE
OWiS CONTROL PANEL
�.,.
POWE
+ LUG
.'} I'',' PANEL IN NEMA 4X ENCLOSURE GROUND
,I AREA OF RESIDENCE EXISTING / SITE AREA TOTAL. 13,562 sf � E G
Q '.A.I'�;.`.`.'",;..�,".ry.:�,-q_ N 4 2 3 7 5
SITE AREA TOTAL: 56 2 sf ' O FIELD
, .. Cl) PROVIDE DE TWO 20A, 2#12,#12G IN SCH CONNECTION
w 30°ELBOW 1012 1a1z,
1 I?R"r WELL AREA x RAINFALL x RUNOFF FACTOR ~" ----' 1-POLE CIRCUIT zDA 80 PVC CONDUIT M12G
BREAKER IN HOUSE
(DN) exist 1,224 5F x (2/12 FT.) x 1.0 = 203 GU. FT. ALLOWABLE GROSS FLOOR AREA: 2,532.73 sf
> POWER PANEL zDA
STRUCTURES EXISTING PERCENTAGE PROPOSED PERGENTA6E 60o WYE 2#18 °,2� z�
USE (3) 5' D I AMETEK x 4' H I H POOL PROPOSED BUILDING AREA TOTAL: 2 460 sf W
(3) 5` X 4' STORM DRAIN R G= 306.-1 GU. FT. RESIDENCE: 1,23�f sf -1.81 % 1,635 sf 10.3
DUPLEX RECEPTA LE AIR
OO
GV INHERPR D IN COMP
SCREEN PORCH: 0 5f 0 % 2q 15f 1.83 % W�`ENCLOSURE
PROti/IDED REQUIRED FIRST FLOOR EXISTINC7: 1,23 5f GARAGE: 230 5f 1.45 % 230 5f 1.45 % rlow FINISH GRADE
NOTES:
506.-1 GU. FT. > 203 GU. FT. SECOND FLOOR EXISTING: 334 sf SWIMMING POOL: O 5f O /0 5-76 sf 3.63 /o SEWER LINE CLEAN-OUT GRADE WIRINGW/MIN.SCH PVCCONDUIT
/ O O DETAILS 1.PROTECT ALL ABOVE GRA AND BELOW OWTS M
MAC 100 BLOWER DETAIL
AREA OF RESIDENCE NEW FIRST FLOOR ADDITION: 31f6 sf (\� � PUMP
O o SINGLE LINE DIAV^\AM FLOAT EFFLUENT FLOAT
DAY' WELL AREA x RAINFA L x RUNOFF FACTOR SCREEN PORCH ADDITION: 2, t1 5f TOTAL 1,46�f sf �I.26 /0 2,-132 sf 1-1.21 /o \ SWTCH PUMP SWITCH
65-1 5F x (2/12 T.) x I.0 = 113 GU. FT.
POLVLOK 20"
i# DISTRIBUTION BOX scull AF
p IoeZFE y.
USE (1) 8' DIAMETE x 4' HIGH POOL
FINISH GRADE
L'HOM ,ri,/', EDIEU LANE -(1) 8' X 4' 5TORM RAIN RING= 165.01 GU. FT. "R�uam„
/( O ... CHAMBER Volume aI
noN Sed,mrntabon Chamber 39'1
',;,kj •y" I•. " + PROVIDE SPEED LEVELER eru„oER,ovn0NAc1 Anaerobic Fillranon Chamber 396
PR011i I D ED REQUIRED ON EACH OUTLET s l„t Aerobs Con a Filmtiou Ch mhr 81
D,sinfe t,Cbamber 6
A I�,'i..;; , 1• FROM OWfS nei PIPE Sb Chemba 90
Er Total V,1- 1069
GU. FT. > 113 GU. FT. O LEACHING POOL i
DWELLING PROPOSED NEW AlAI OWTS SEPTIC SYSTEM
/
FOR A 3 BEDROOM RESIDENCE lr !" w vuMP SPECIFICATIONS
A-,-,-Media PP RE Fr Rrte 32^/a
USES PUBLIC WATER B_dT Ae.bicMdia PVC/PP/PE Fillm Ra 1]""
''i''3''1'1•,'a 'I,. .-' DRYWELLS (DW) CONNECTED aL - NEW PUJIGLEAN GEN7 TANK (FG) 12•THICK FILTER ` m Aerobic McAia PP/F'1 FIll-Rate 5`.
MATERIAL TYPE
Blower 28<f,n
N/F BLADOS, JOSEPH III o _ ( ) REa 11-1ONPIP nwEPPUE „' T° pV0/PP/PE
p TO ROOF GUTTERS AND NEW DISTRIBUTION BOX DB �oPENINn, P
,aEAE avENlxo) A.ce.s C°.rere Plesb,/C,tlmu
BOX PLAN VIEW Ds,nfaa t o bona) cMnnMrablem
N/F BLADOS, LORRAINE � v � - NEW CLEANOUT AND VENT DISTRIBUTION
DOWNSPOUTS w n I I NTS
v - EX I STI N6 (2) ,5 DIA x 6 HIGH LEACHING POOL (LP) nc„\*S1111011B
-HOLE
f 1Y MANHOLE IrYP MANHOLE .R I-o
- FUTURE LOCATION FOR (I) 8' DIA x 8' HIGH LEACHING rnP 2,•MNNnLEmP
owaPENIN�
i :'• �� POOL (EXP) ^M-E-
N6501
+23.0
Y P..,
il
7 � 7
0 10
�- 25.0+ (A 0
24 -�
`�•^� r I N ROBCMEIX4
IX I �/T ' _ Z 111 I II �� ( TI 0LU
� � D I- 711 TEST HOLE EL + 23.0v� RASECTION A-A V[EW/�A�F 1I#.�� I I��II1I�..��m_ I�`��1III
W/ , �s LINE 1� I �I I
' p O FUJI CLEAN CEN
F U5L I � #° CATER •
FRONT YARD 5ETBAGK
p O
PRINCIPAL STRUCTURE 5ETBAGK ADDITION
A DWELLING
USES PUBLIC WATER
8x4
'e
ATTACH PANEL TO MCA WOOD PANEL
ATTACHED TO MCA 4"X 4"POSTS
TO EXISTING
N/F CLERICI, JOSEPH C POST DEPTH 36"MIN BELOW SURFACE
RESIDENCE
I 15 A POWER FROM PANEL
N/F CLERICI DIANE
y1 J I �� I , AIR W/BASE PRESSOR CLOSURE
L / + 1 ✓.t f I I
� AIR LINE TO
8X4 ' POWER LINE TO FLOAT � W/BASE
1 .FL. L�. O ' TREATMENT TANK
1 s AIR LINE FOR ALARM
EXIST
i I 15 A POWER FOR COMPRESSOR
DWELLING SWIM
USE BREAKER
USES PUBLIC , W TER
MANSD RF '�,: �: POOL
`::: .= SCREEN -
:1t11' DWELLING
ROSEMARIE MANSDORF
1
I` 1
I
yJ`
PORCH -
ES PUBLIC P LIC WAT R
:.y.
E
BO
I 2 .
I
■': LP
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ADDITION N
O
J^ F
GAZZOL
I' A JOSEPH C
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/
1 �
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OWER AN
a
I D PANE DE
AIL
O N NEW GAZZOLA JUNE M
/
4.,
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1
NEW DIS
.•r. TRIBUTION
�:1 •,::�
DECK
,: 7`;•:.
x' '''
: : , Box
EXIST �: l� ACCE550RY
f- i
I
w:
5TRUCTURE
WOO �.�:.
D
•• . gip. ::;,
SE K
w
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+
I
TBAG
STEPS 23.0
� �r :.�� • .y.::+ .�;.�:.;: � 130 FT.
` w ..;, t: :.. D8 LP RADIUS: NO WELLS FOUND
®LD > .:..:�. r` : ;sr:• EXIST WALKWAY
Q p >;. ;<: --------- 2/I_111
000
,., +',,. r:,' r.:r 26.0 ._..-• -- ------ FG I
SHIPYARD :i: :, .._• _ 25.0+ ��
REA ARD 5ETBAGK
4'x8' DRYWELL 0
LO
FOR
ROAL)
- ;: ; C4, PRI NG I PA TRUGTURE SETS GK w POOL BACKWASH
Q
°•; exist exit EXP
8x4 L - - ` - 8x - - - - - - - �
001.5 FOU
S: NO :' XC. '' •
150 T F,160 C z _ min ,: (N)'I
EXISTING GRAVEL DRIVEWAY (' �
+23.0 26.0+
N �' >
180.00'
1. I o
,{ 564 05 00 W ELECTRIC. LINES TO
IA OWT5 EX1571NG SEPTIC, TANK rn
DAN /
DWELLING TO BE REMOVED p _
EXISTING DRYWELLS ADD NEW Al SEPTIC
USES PUBLIC WATER
(DW) If TO
N/F MORRIS ROBERT C Jr TANK - FUJ I -CLEAN /
ROOF GUTTERS AND
CENT TANK (1=C)
DOWNSPOUTS
RE5I DENG f=1 RST FLR EL 25.0 FT SI
ri�,'I{,..'' _ .,.F•: t GRADE LI ELEVATION 23,0 FT.
t LjATA
NEW CLEANOUT AND SENT SCTM # 1000-64.-5-2
I { ; ;:,;,,,,; 20" DIA HDPE SECURE HEA�/`I' POLYLOK
COVERS TO GRADE AND SAFETY SCREENS
P y.' GLEAN OUT BY POLYLOK (TYP) BLOWER AND PANEL
PLACED AGAINST HOUSE PROPERTY: 155 Old Shipyard Ln /
,,.�, ;•„{,, ,.. , r ,1 ADDRESS Southold, NY 11971
AND VENT 24 DIA HDPE SECURE HEAVY POLYLOK
COVER5 TO GRADE AND SAFETY 5GREEN5
,'
2.0 'CAST BY POLYLoK (TYP) OWNER: 55 Old Shipyard Ln
�,
IRON PIPE i'(
GRADE LINE 20" 7 HOLE HEAVY
Southold, NY 11971 �] f' (�v
EXT. ATIHFU ELEVATION±25.0 25.0 FT.
POLYLOK D-BOX I�
FOUNDATION TEST HOLE
3017-R R15ER TO GRADE SITE: 15,862 sf= 0.36 ac /
ZONING: OCT 4 2023
4 MAX. R-40 Residential
NO SCALE SURVEYOR: Kenneth M Wo
,n GRADE LINE , BY MARK McDONALD GEOSCIENCE ychuk urveying, PLLC
' V,(/1
{�'.11�' ; ' ' �•' t''
ELEVATION±25.0 FT. SOUTHOLD, NEW YORK 11971 PO Box 153 :x:�.#''°T^ '°'T,
k.,;�,l„ ', ;• Aquebmgue, NPLAN
ew York
TEST HOLE DATA 9/14/23 License # 050882
II SCALE: 1 "=10,_0 , 10 / 1
41, DI I/8 T. + + DA 5022
s PUJIGLEAN TOP OF POOL 21.0 TED
4 DIA 5DR-35M A
ELEV. 23.0
GEN 7
1' DARK BROWN LOAM OL L
'
IE. +20.9 ' IE +20.51' LEACHING
#1 IE. +20.61' POOL E E3 E R Aim Fx FzS I ID E Im k; E
3 PALE BROWN SILT ML _
O SOUTHOLD, DATE: 6-27-2 23 NEW YORK
REVISED DATE: -9-2023
I' BOT OF POOL + 15.0
1- REVISED DATE 8-15-2023
\-a, \ REVISED DAT . 9-6-2023
MIN 17' PALE BROWN FINE SAND SP REVISED DATE: 9-19-2023
GROUND WATER
,•!, 33.0 13 -4 3 MIN ���Ef ApC REVISED -2023
REVISED DATE: 9-21 2023
I II COMMENTS: NO WATER ENCOUNTERED
'. ! Q�4 TA10 �,�
SEPTIC 12ROFILE UR�4LTALGAT
(N.T.S.) BUILDING PERMIT SET ARCHITECT
/ 436 7th STREET
0 4' GREENPORT, NEW YORK 11944
S C D H S SUBMISSIONy� (631)477-8963
W EXI5TIN6
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TERRACE
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exlstlnq roof existinq roof existin roof
t ' pitch pitch pitch EXISTING
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EXISTING
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BEDROOM tD DINING ROOM
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SCALE: 1/4 — V-0" SCALE: 1/4 = 1 -011
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SOUTHOLD NEW YORK
DATE: 5-17-2023
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ARCHITECT
436 7th STREET
.�' , .4 ;., 11,1 , ,,, , `,•, ,, .y, ; GREENPORT NEW YORK 11944
1I'•' ,t�Ir{jr,'
1' BUILDING PERMIT SET °�° (631)477-8963
1
f J
6x6 P05T TYPICAL 8'-aj/," 6x6 P05T w/ CHAMFERED CORNERS ON ALL FOUR
AT ALL POST: PROVIDE CORNERS Wn WHICH BEGIN 12 DOWN FROM BEAM TO 5"
SIMPSON ABU66Z POST BASE, 4" 411 ABOVE RAIL HEIGHT OR 2'�i" AFF. . WITH GAL STL
' 51MP50N ECGLLQ P05T GAP 1. 21-101111 6x6 POST THE DOWN TOP AND BOTTOM TYPICAL
AND CORNERS AND AG6 @ upTYPICAL
= AT ALL POST: PROVIDE 51MP50N
INTERMEDIATE POSTS ABU66Z POST BASE, 51 MPSON EGGLLQ
step
(3) 2x10 ABOVE (3) 2 oi2x ABOVE I NTERMED I ATE POSTS
ASPHALTv=
UTTER TIED TO----.- SHINGLE 41- _ g _
GGREEN PANELS:
''} DOWNSPOUTS TOROOFING (d x -N PROVIDE PREFAB SCREEN
uNVERGRouND = ° c0 O N ® PANEL, w/BRONZE SCREENING
DRYWELL psi �0 cxv
Q 6x6 P05T TYPICAL (3) 2x10 GJ O
AT ALL POST: PROVIDE �+ O O N ® _
51MP50N ABU66Z P05T BASE, �o
ASPHALT ASPHALT 51MP50N EGCLLQ POST GAP 2x8 RR 'S%o
SHINGLE SHINGLE AND CORNERS AND AG6 O O 2x8 RR
{,� 4
ROOFING
.' .1 „
Root=1NG INTERMEDIATE P05T5 ®moi / ®�� 6x6 POST
PROVIDE STEP MATCH MATCH PROVIDE STEP = 2x8 GJ a 16" OG $ TYPICAL =
r{' r PLASHING TYPICAL existing roof existing roof FLASHING TYPICAL ABOVE TYPICAL 4 N
pitch pitch NEW SCREENED IN O -
RIDGE VENT B
0 GH Ioor level to
FLOOR: 5/4" THK N mt1choDECKING
6x6 POST 6x6 P05T
replacement windowTYPICAL P GAL
D xf tUP
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pitchpitch pitchEXISTING16' K I TGHEN
m
2x10 PLATES SET x
i' 1'�7 4�r.� ..1 �'r h1 } ''J rf 'I• 1.
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TYPICAL
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I
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roof /� 6 u B a ov� " " l a Ove
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VALLEY main
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43
TYPICAL house A.6-HALT ( rn q- x I tu I m
a A x
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r< . UNDER6ROUNv BEDROOM o I > I o °vx N DINING
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ROOFING EXISTING a dryer LAUNDRY
Iz •L e +� N EXISTING
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SOUTHOLD, NEW YORK
DATE: 5-17-2023
REVISED DATE: 8-15-2023
REVISED DATE: 9-19-2023
QAC URAL TALGAT
L TA`��1���� ARCHITECT
•i't r �
436 7th STREET
/X]
GREENPORT, NEW YORK 11944
BUILDING PERMIT SET
(631)477-8963
.20'-111
1OI- 11 VERIFY
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bxb PRESSURE P05T GAP AND CORNERS AND A06
TREATED POST WITH
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io DIA GONFILLED
SONOTUBE 36" BELOW _
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TREATED GIRDER
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LAUNDRY BATH L K I TOHEN NEW BATH I I I POG�ET
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SOUTHOLD NEW YORK
DATE: 5-17-2023
REVISED DATE: 8-15-2023
t HOUSE TRAP REVISED DAT
Iy
BASEMENT
E: 9-19-2023
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GREENPORT, NEWYORK� f r , , ,, +.•! o Q ORK 11944
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PRODU 5, IGAL PROD TS, IGAL
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FINISHED FLOOR — MATCH EXISTING HOUSE SIDING EXISTING SIDING —
' FLOOR FIRST FLOOR EXISTING SIDING FLOOR
D PORCH — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FINISHED FINISHED FLOOR FINISHED
COVERS
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DATE: 5-17-2023
REVISED DATE: 8-15-2023
REVISED DATE: 9-19-2023
QED A� URAL TA L G Al"
ql F� ARCHITECT
436 7th STREET
GREENPORT, NEW YORK 11944
(631)477-8963
1,' BUILDING PERMIT SET
+
NEN`4 E X I JT I 6 XI5TIN&
r;4< CHIMNEY
ADDITION
EXISTING ROOFING A
A6
EXISTING SIDING
A6
1 1M' EXISTING ROOFING
SECOND
SECOND FLOOR FLOOR
,; '. FIN►SHED FLOOR —FINISHED
tlr' Ix8 FASCIA TYP W/ GUTTER FLOOR
LIL
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,. TYP W/ 6UT7E
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VIDE PREF VIDE PRI F BOARD TRIM TYP
EN PANE W/ EN PAN W/ XI XI
BRO E SG NING, BRO E SG NING,
MAN AG RER: MAN AG R: ❑ ❑
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SCREEN DUCTS, SCREEN UGT5,
PIG IG D G TR TO
EXISTING MATCH EXISTING HOUSE EXISTING FIRST
FIRST FLOOR SIDING
+''y',,':'' , FINISHED FLOOR —
SIDING FLOOR
' COVERED PORCH_ FINISHED
FLOOR FINISHED FLOOR FLOOR
} 6RADE —
EXISTING I NEW FOUNDATION I ( EXISTING
FOUNDATION I BELOW &RADE I I FOUNDATION I NEW CRAM
bxb PRESSURE TREATED NEW CRAWL
POST WITH GAL STL TIE I I I I I SPACE 5LAB ——— — — — — — —— — _= = = = SPACE SLAB
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tr r } , 1 — — — — — — —— —— — — — — — — — —— — — ——— — — — —— —— — —— — —— — — —— — ———
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11 I DATE: 5-17-2023
FOUNDATION
I REVISED DATE:
�; 'y4;,:�' ;'. :,, ',: ; . ----- - ----- - - --- - - - - --- -- -- - - 8-15-2023
, REVISED DATE: 9-19-2023
URAL TALGAT
pED ACS
���•�' Q�ti rac�� % ARCHITECT
10IN
436 7th STREET
•• _ •• '� GREENPORT, NEW YORK 11944 °4
SCALE: 1/4 — V-0
BUILDING PERMIT SET
�- (631)477-8963
fl��p3
rY
{, 1 I DGE PENT TYP
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2X4 iG I NG P05T5 AT ASPHALT ROOF 5H I NGLF-5 ON m \ TYP I GA
,¢. L ROOF
EVERY RR AND GJ 30# BUILDING PAPER ON 3/4"
� ASPHALT ROOF SHINGLES ON
EXT. GR. PLYWD \ # „
,y-f- 30 BUILDING PAPER ON 3/4
EXT. GR. PLYWD
PROVIDE STEP
ATCH EXI5TIN6
FLASHING TYP
ROOF PITCH
2x8 GJ co, 16" OG
ROVIDE STEP
FLA5H I NG TYP
2N11
RR
INSULATION IiX28 X28
; MATCH
t
TYPICAL Ex ST NG
-30 2x8 ® 16" OG MATCH r �_
INSULATION SCREEN PANELS. EXISTING �
z t ROVIDE SOFFIT
TYPICAL PROVIDE PREFAB SCREENI= 3
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PROVIDE SOFFIT CORNERS ON ALL FOUR MANUFACTURER: HEARTLANDS X w
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VENT TYP f,
CORNERS WH I GH BF-61N 12 SCREEN PRODUCTS TYPICAL +
NEW (3) 2x10 CASEDOWN FROM BEAM TO 3" + v P
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< TW26410 TW26410
EW EXTERIOR WALL
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BEAM W/ IX TRIM ABOVE RAIL HEIGHT OR 2'a" NEW SIDING ON I5# BUILDING PAPER ON
PROVIDE POST CLAMPS AFF. WITH GAL 57L TIE DOWN 5/5" EXT. GR. PLYWD ON 2x6 STUDS
i4ND HOLD DOWNS TOP AND BOTTOM TYPICAL
'r r' AT ALL POST: PROVIDE 16" OG W/ INSULATION, TYPICAL
SIMPSON ABU66Z P05T BASE,
51MPSON ECCLLQ POST, GAP NSW MASTER NEW FLOORING ON NEA 3/4"
AND CORNERS AND AC6 ® NDN SCREENED I N 2x8 BEDROOM
PLYWD ON FLOOR JO STS W/
FIRST FLOOR INTERMEDIATE POSTS PORGY 16" OG EXISTING FIRST FLOOR R-22 INSULATION PIGAL
FLOOR - - - FINISHED F—LOOR
. — NEW F I R_ST FLOOR FINISHED
<15T I NG MUD ROOD( POST FLOOR HEIGHT TO MATCH
4
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o o
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- GRADE GONG FOUNDATION GRADE
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m TYPICAL
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SPACE SLAB
— NEW 2" THiG
GONG SLAB 24" 5Q x 12" DEEP GONG EW 8"x16" GONG FOOTING
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SET 4" OFF BOTTOM, TYP TYPICAL
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SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" w om" U I L D I to 3" S E %fml'0`7 10 Nj S
Ott
R M AP1 N, "m
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SOUTHOLD, NEW YORK
DATE: 5-17-2023
REVISED DATE: 8-15-2023
ASC
T � �,� U RAL TALGAT
ARCHITECT
AM
,,,,,;•::-, ; 436 7th STREET
GREENPORT, NEW YORK 11944
buOG nPhERMIT SET
ILDIPM , o21 oQ (631)477-8963
I l
IIID BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL R VI Y�I BY ST V MAR SGA
N 0
i
188-0-1 NEST MONTAUK H I OHWA`I', HAMFTON BA-T'S, NY I I c'46
, -SECOND eINGUSTWALL OFNINC �ROT GTION O 120 MFH SS
FHONE SSI �2a X480
SIMPSON LSTA - 20 GAGE
�'( , MAXIMUM MEAN ROOF HEICHT: 55 ) RIDGE STRAP ALL ROOF RAFTERS
DESIGN CRITERIA:
USE/OCCUPANCY CLASSIFICATION
2 x & TIE a EACH RAFTER
DESIGN IN ACCORDANCE WITH AMERICAN
IN VIEW OF STRAP.
SINC�L FAMILY RESIDENTIAL
FOREST PRODUCTS WOOD FRAME
ASSEMBLY
I � ICE SHIELD UNDERLAYMENT
CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE
SHUTTER /�`S S E M LY I \ REQUIRED - 24" FROM EDGE PRESCRIPTIVE METHOD
HEIGHT
or
FOR PANEL SPANS: O < 4'O WIDE SPAN I �� GROUND SNOW LOAD - 45 PSE.
B� -O MAXIMUM FIRST LEVEL
''�' '23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I - 40 PSE. L.L.
(OVERLAP AROUND OPENINGS 411) I e ALTERNA'T'E POSITION OF LIVING AREAS - 40 PSF. L.L.
HURRICANE CLIP USE BEDROOMS - 30 PSF. L.L.
' I ?ASSEMBLY: I. I I SIMPSON H3 FIRE AREA WIND SPEED 130 MPH
-
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I I
. ,,•
410x3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I RESIDENCE: X SEISMIC DESIGN CATEGORY - B
WOOD SCREW @ I(0" O.G. 51MP50N H2 HURRICANE
:'',ALTERNATIVE FASTENEIZ FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM { WEATHERING - SEVERE
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - if
@
TYPICAL ALL RAFTERS FROST LINE DEPTH - 36
"MACHINE BOLT 12" O 1C.
7►�� I 5 - 8d NAILS EACH END -
I TYPE OF CONSTRUCTION TERMITE MODERATE TO HEAVY
• I APA RATED PLYWOOD TO CONVENTI OVAL L I CHT FRAME NOOD DECAY - SLIGHT
i•'; s \ 17► EXTEND TO TOP OF TOP PROVIDE ad COMMON
PLATE. NAILS ® 4" O.G. AT GONSTRUGTI ON ICE SHIELD UNDERLAYMENT REQUIRED - YES
EXTERIOR EDGE OF ALL
SHEATHING.
•,'I°, , ;`;'a I�,. GENERAL NOTES
r .•' I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
ACCORDANCE WITH THE 2020 NY5 RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE
AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
CONSERVATION CODE, AND LOCAL AUTHORITIES.
MULTIPLE SECTION ASSEMBLY: 14. THIS STRUCTURE HAS BEEN DESIGNED IN
1 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
1/471 THICK BOLTS 0 ZOO
MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
1 1 LARCH STRUCTURAL GRADE #2 OR BETTER. GRANGES PRIOR TO AND DURING CONSTRUCTION.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
IDESIGNED AND SPECIFIED BY OTHERS.
PLYWOOD SHEATHING STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
1 TO OVER LAP BOX PARTITIONS, EXCEPT AS NOTED ON DRAWING.
11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
�; :;.'; ;':: ,,, ,',°' r:';:,,: 'I,.•, i I ,. ,�' d' BEAM - TOP + BOTTOM.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
. . , t .1 t ., • ,, s I
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS 3/4" DIAMETER.
SIMPSON MST27
I I/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
METAL STRAP ®48° oc. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
L VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AND OWNER.
4� , ?.i• �. ,,. ,.„ '' I I I DOUBLE TOP
PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS
SHLTTEIR ASSEMBLY t,
STUDS BEARING
o.G. BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
;I''FOR PANEL SPANS:4 OR WIDER SPAN I I I°j THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
a' 1'''a�t'y;'1,;'ay'a, ,'��. ?'•;y1'',4';`;^ti,t;' ., ;" ... I
23/32" APA SPAN,-RATED 48/24 SHEATHING GRADE PLYWOOD I 1 I I CONCRETE SLABS TO 8E COMPACTED TO af55>; AND IN BASEMENT IF APPLICABLE ). POSITION NEAR
,k r• I I RELATIVE DENSITY.
'' ' OVERLAP AROUND OPENINGS 471
TRY FROM HOUSE TO ATTACHED GARAGE AREA.
( „ ) I I , I I WRAP + NAIL STRAP
2x4.STRONG-BACKS 24 OG - AROUND SILL PLATE 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
AT ANCHOR BOLT 4 - ad NAILS
' ';{.')r ; ;;! r „• ;,•;' 'I I I I�' ON EACH LEVEL OF DWELLING AS REQUIRED BY
ASSEMBLY: SUPPORTED BY DOUBLE UPRIGHTS, 1f.0 FT AND OVER
SON MST27 NEW YORK STATE BUILDING CODE.
51MP
I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I " BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
�qr �.4 , •r. v I I I/2 WIDE - 20 GAGE MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING.
5TAINLE55 STEEL WOOD SCREW 12 O.G. I METAL STRAP ®48 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I�' 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
NAIL SHEATHING TO SILL PLATE NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE
#10x3 (w/ WASHERS) GALVANIZED OR STAINLESS STEEL " ;;c:'<:; Sd NAILS ® 4" o.C. PENETRATIONS
WOOD SCREW 16" O.G. _'
r fel � ";; 1 •. ; : ��•:�•>�'.
q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4
'
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ,,r, ._,.
},�s #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xl-1/2 ( W/ WASHERS)
2 - ✓ REBAR �.;..�,;:� CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS.
MACHINE 80LT 12" O.G. 2 x 6 SILL PLATE
AGQ TREATED.
ti'`-t< AND DECKS ETC..
_ 23. THE NY5 CODES AL50 APPLY TO ACCESSORY
STRUCTURE DESIGN.
SEE FOUNDATION DWG. 10. DO NOT SCALE DRAWING5.
WINDOWS - GLAZED OPENING
FOR DESIGN. 5/8" x 12" A.B. ®48" OG.
' y;= w/FENDER WA5HER.
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. ''' 't' :. 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
IN ACCORDANCE INITH LARGE M1551LE TEST OF " `'"'"f'
ASTM E IQgb AND OF ASTM 1886. FOR THE INSPECTION OR SUPERVISION OF
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
;;,•',' , PANELS TO BE PRECUT TO FIT OYER WINDOW5 WITH SHALL BE THE RESPONSIBILITY OF THE
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR.
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #2504.clb
''1,'"' :', PANELS TO BE MAINTAINED ON SITE.
LABEL LOCATIONS ON EACH PANEL.
FRAMING NOTES
" 1 NAILING SCHEDULE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4"
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12 o.r-.
BETTER. 11
INTERMEDIATE.
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8"
MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
a EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
PLYWOOD TO BE SET ON 5
'•`''�' '`'�� '' ' •` '' '' ' '' ' '' OLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
'�t'+'�•4:;'�' ' '",'. ': ',. ,: RAFTER/TOP PLATE 3-16d (TOE NAILED)
CEILING JOI5T/TOP PLATE 4-Sd (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CEILING J015T/PARALLEL RAFTER 8-Ibd (FACE NAILED) 1 I7
+;>�,.,'•': 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER
CEILING .JOI5T LAPS OVER PARTITION 1-16d (FACE NAILED) q'-O" AND OVER WITH
,v,,; WITH DOUBLE UPRIGHTS, CONNECTIONS.
t,,`t''.'" h COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
''' BLOCKING/RAFTER 4-Sd (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE- N
''' E G I NEERED LUMBER SHALL BE GEORGIA
'' RIM BOARD/RAFTER 4-16d (END NAILED) PACIFIC o < lO ° 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS G GPI SERIES WOOD-I-BEAMS AND LVL
TOP PLATE/TOP PLATE 2-16d (FACE NAILED)
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS•{, , , , ,,,, .. ,,,• , ,,,,,, ;I � �� �� T OR EQUAL. ALL JOISTS GIRDERS AND
I,''.'';• a a TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) @ 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
,.�,r`''" Ffl STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS.
AS PER MANUFACTURERS RECOMMENDATIONS
i .. c5ABLE ROOFS HEADER/HEADER Ibd FAGS NAILED WEB
- � STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
TOP or BOTTOM ATE D - 6d D AI 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights,
y + ;;. ;• ; o <,Io TT M PL /5TU 3 I (EN N LED) stairs etc. OR AS NOTED ON DRAWINGS. 71
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4
BOTTOM PLATE/FLOOR JOI5T 3-16d (FACE NAILED)
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
JC15T 51 O -
,,,,h ,,,,,,,1.; ,,,,;,,,, r,,, Ir,;,: 1,•.. ,. I; / LL, TOP PLATE or GIRDER 4 Sd (TOE NAILED) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
a PERIMETERS. HANDLING, STORAGE AND ERECTION OF
:• ,�, ,,;;,,,;;,,, , I; ,,,e., �:';?,;';':-,..•�°'I '•' BRIDGING/JOIST 2-I0d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. '
';'4 R ,•, ,, ,. ,, , . BLOCKING/JOIST 2-IOd (TOE NAILED)
COMPONENTS SHALL BE AS PER MANUFACTURERS
r RECO
BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
d ,, a,.,., L.•,:
T, < _ WITH RATED GALVANIZED METAL CONNECTORS BY
Io o 45 LEDGER STRI P/BEAM 4 16d (PAGE NAI LED)
14. ALL MULTIPLE LV
>:::»»::»;>;:»>:<»s>;::ss;»:s>s>;::s>:: "TECO" OR APPROVED EQUAL.
L PRODUCTS TO HAVE 2 ROWS OF I/2 DIA.
JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) GALVANIZED MACHINE BOLTS ® 12" O.G..
AND JOIST/JOIST 3-16d (END NAILED)
T ,':pf{ ;;I,�.r ;:,, f1�,• ,,.,.t , h BAND JOI5T/51LL or TOP PLATE 3-16d (TOE NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
:: :•,,;,i,,,:: ;� ;, ,J, ; . GABLE ROOFS PLYWOOD ROOF DECKING Sd �4' O.G. EDGES, �8" O.G. FIELD BUILDING CODE A5 A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
y r l 't•r':''I."vn''`'` ' FAG I L I TATE CONSTRUCTION AND SHALL NOT BE
0 10° o k45° STRIP SHEATHING Sd (ONE/RAFTER) SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE.
100< o <,50 11 11 ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
PLYWOOD WALL SHEATHING 8d (P4 O.G. EDGES, @8 O.G. FIELD
fl
OWNER.
PLYWOOD SUBFLOOR DECKING 8d a6" O.G. EDGES @12" O.G. FIELD
t',t`,{�';•°{,�r, ,��'�,'' '° ,'F' a' PROVIDE ad COMMON NAILS ® 4' O.G. ,
1i,:;•'.g'f,.,;;� '' i; :i',':','=; AT HIGH PRE55URE ZONE - 6" O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP.
J " 109 OL50 .
lir-10 n AV% OWE
ILL), t NP L
PROVIDE ad NAILS ® 4"O.G. AT PERIMETER INTERIOR
PORTIONS Rpit"' t ' "'
OF PANELS IN HIGH PRESSURE ZONES.
t ';( i' I
T' '� i ' A NOTE . a - 4 FT. IN ALL CA5E5
;' SOUTHOLD, NEW YORK
' COMPONENT AND CLADDING PRESSURE ZONES
DATE: 5-17-2023
DA
4w TAI
0 U RAL TALGAT
ARCHITECT
STERUCTURA
436 7th STREET
0z,�o
�d Q� Pik
GREENPORT, NEW YORK 11944 A
BUILDING PERMIT SET � (631)477-8963
'' .;, N