HomeMy WebLinkAbout47836-Z �pS'A Fa it Town of Southold 7/8/2022
ao R P.O.Box 1179
0
C*
• 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43221 Date: 7/8/2022
THIS CERTIFIES that the building . AS BUILT ADDITION
Location of Property: 210 Northfield Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 79.-3-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/15/2022 pursuant to which Building Permit No. 47836 dated 5/19/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built"raised patio addition and HVAC to existing single-family dwelling as applied for.
The certificate is issued to Condit,Amy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47836 6/7/2022
PLUMBERS CERTIFICATION DATED
u or' Signature
O�g�FFD/( TOWN OF SOUTHOLD
�� yy BUILDING DEPARTMENT
y x 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#: 47836 Date: 5/19/2022
Permission is hereby granted to:
Condit, Amy
16 Spruce St
Orangeburg, NY 10962
To: legalize "as built" raised patio addition to existing single-family dwelling as applied for.
At premises located at:
210 Northfield Ln., Southold
SCTM #473889
Sec/Block/Lot# 79.-3-2
Pursuant to application dated 4/15/2022 and approved by the Building Inspector.
To expire on 11/18/2023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $848.00
CO-ADDITION TO DWELLING $50.00
Total: $898.00
Building Inspector
laso
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 a� sean.devlin(aD-town.southold.ny.us
Southold,NY 11971-0959 OIyCQU %��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Amy Condit
Address: 210 Northfield Ln city:Southold st: NY zip: 11971
Building Permit* 47$36 Section: 79 Block: 3 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt I Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC-Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures 11 Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " HVAC
Inspector Signature: Date: June 7, 2022
S.Devlin-Cert Electrical Compliance Form
oF soaryo Af,rAAelU
# TOWN OF SOUTHOLD BUILDING DEPT.
631-765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS: A-rAli
Ok
DATE12,7- INSPECTOR
OE SO
* # TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL DX�4, bVt� �
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
ovil (OVA )ms
g tiv4k WN
4f
J
DATE !7 INSPECTOR
`178 34
A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952
Phone:(516)214-0160
Design + Build
� �Ln
JUL Q
July 6, 2022
BUILDING DEP'Y_
TOWN of:SOUTH:;LD
Town of Southold
P.O. Box 1179
Southold NY 11971
RE: Condit Residence
210 Northfield Ln
Southold NY
To Whom It May Concern,
Based on my inspection at the above address the deck footings and foundation were completed per the
approved plans and NYS Code.
Please contact our office if you have any questions.
Thank you,
Anthony Porti , RA,'LEED AP
aF-D ARC
O
•............
Page 1 of 1
KNOWN"ft-
fflv
DAA 03L6--.,,
XE 1200
MOD. NO, TTPo 48C100A3 YOLTs 2W/230
SERIAL NO, L101144FF PH 1 HZ 60
MINIMUM CIRCUIT AMPACITY 30.0 AMPS
OVERCURRENT PROTECTIVE DEVICE USA CANADA
RECOMMENDED FUSE;BREAKER {HACR} 50 50
MAX FUSE/BREAKER{HACI) 50 50
HCFC-22 9 LBS. 12 oz. OR 4.42 KQ(sq
" BAYFCCV O$A REQURED INDOORS FOR RATED PERFORMANCE
w�.
THE TRANE COMPANY OUIUOOR USE
TYLER,TX 75711-9D10 MADE IN USA
COMPR, MOT, 22.0 RLA 200/230 Y 95 LRA
O.D.MOT. 1.90 FLA 200/230 V 114 HP
` M.E.A. NO. 17993E
DESIGN PSI- HIGH 300 LOQ' 300 F.ID. PZ
thM
r M
�3
W f Vy
i
i r
i
;t
� Y
y s:
1
`ti
FIELD INSPECTION REPORT DATE COMMENTS ,
�1 b
FOUNDATION(1ST) y
------------------------------------
FOUNDATION (2ND) n c m
� O
ROUGH FRAMING& .
PLUMBING H Ill
' Q
r .
s
INSULATION PER N.Y.
STATE ENERGY CODE C
"4- rw-"neA
FINAL
ADDITIONAL COMMENTS Qi
LrC�
z
�rn
rn
b
0
va z
H
V d
tr7
b
H.
Q�FD(YC TOWN OF SOUTHOLD—BUILDING DEPARTMENT
?�� Oz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: APP 1.5 91
BUILDING DEPT.
Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOUTHOLD
applications will not be accepted. Where the Applicant is not the owner,an
Owner's°Authorization form(Page 2)shall be completed.
Date:4/15/22
OWNER(S) OF PROPERTY:
Name,Amy COndltsCTM#z000- , QL
Project Address:210 Northfield Ln Southold
Phone#:845-494-2601 Email:amy_.condit@gmail.com
Mailing Address:210 Northfield Ln Southold
CONTACT PERSON:
Name:AMP Arch itecture,Jess Magee
Mailing Address:1075 Franklinville Rd Laurel NY
Phone#:516-214-0160 Email:jmagee_@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:AMP Architecture, Anthony Portillo _
Mailing Address: 1075 Franklinville Rd Laurel NY
Phone#:516-214-0160 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
0 Other As-built $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes MNo
1 ,
'PROPERTY INFORMATION
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 -NC this property? E]Yes �i No IF YES, PROVIDE A COPY.
-
19 Check Box After Reading: 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 building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):AMP Architecture, Jess Magee ®Authorized Agent ElOwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
AMP Architecture, Jess Magee being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the agent
(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.XMASt. A- c�
BARBARA H. TANDY
Sworn before me this Notary Public,State Of New York
No. 0ITA6086001
Qualified In Suffolk County
day of 20 Commission Expires 01/13/20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
-C-
residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
�€ z�ts•�c��a�t��y����t � ,���.- � :'. c ._ � w.. .. . ..�,�� :,rs,�,r..:m�.,�:�,>_4rr�;� .r*.:.� � �.�
bow
COURTY OF
iks i�aridt sictir >rtag a -gym.
fte
Wo
C; i °,!titter car aWzs�s x 5�# au thcc!ZM t4r Peo,%M i NI p rfa xt -the
work szd u n '. '
,ptis ga1 ' tnt�r �i "c'i °era€ rieainiii 'tia .thrir � dfaei ' +'
t�-watt '��c din
anr�v fs .ai A p i # it vs i> ;
me
26
y�yp _�p4 ., ,�yp+[��,y��,py�� ;�L,�_5.�� R1 _ - 'f *✓'� !
'A1C: O' �RMi;
IMe
- - h r b�,r;�ccihori "AMP ARCRIT TU�iE
,.
",dish }`to Vie h.h�d luii t�of. iartrrsentfor a�rc�ai�!"a5 �_ i r*i n. ± .
5�ir 'pate -
E 6311 G DEPARTMENT- Electrical Inspector
y0 TOWN OF SOUTHOLD
m A1 ?
o PR4TIM Hnex - 54375 Main Road - PO Box 1179
BUILDING DEIN. Southold, New York 11971-0959
TOWN of soUN%9hone (631) 765-1802 - FAX (631) 765-9502
rogerr(a�southoldtownny.gov - seand(jE�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: i
Company Name:
Electrician's Name:
License No.: EIec. email: et "FlE/�6/ _e 61)c -2-
Elec.
Elec. Phone No: -� �n i�I'I request an email copy of Certificate of Compliance
Elec. Address.: J?-10 � 9-
JOB SITE INFORMATION (All Information Required)
Name: AEJ 6't>/ter-D t
Address: I ' t' W L.Cklli 0 1s-7mi 1\11,19
Cross Street:
Phone No.: yq S — g_U01
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: COY.
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
A 1 t'C.. C_o kfZ� 'l'i o r36Yt.-.... 3 iI �C 3 o%a i F, IZ tiD
T/�A`J C, ?-,P64gG1 co C3'4 ' Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES NO F-]Rough In FIFinal
Do you need a Temp Certificate?: F-] YES❑NO Issued On
Temp Information: (All information required)
Service SizePhR3 Ph -Size: A. #Meters 4Old Meter#
®New ServicefflFire Reconnect[]Flood ReconnectRService ReconnectaUnderground Wverhead
# Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
SITE PLAN HATCH KEY:
® PROPOSED BUILDING ADDITION
as
® PROPOSED ACCESSORY STRUCTURE W
® W
® PROPOSED 2ND STORY --1 0
w
Q �J
I�
� � Or^
w W
.O
FA(5E E �-
O CZE{'
(5-001 .00 PROJECT LOCATION &SCOPE
>1 v I
t N
s � SITE PLAN & ZONING DATA p O co
iV U Ll
s O ++ In
SUBJECT PROPERTY O
GENERAL NOTES
Q � O
� k
STRUCTURAL DESIGN CHARTS
A- 10 1 .00 PROPOSED FOUNDATION PLAN U
-}-J
.' .a �� � PROPOSED FIRST FLOOR PLAN
v` U
._ 4_J
N62°10'30"W
150.0'
r
T - - - - - - - - - - - r v
fi � � APPRO ED AS NOTED
o o
! - o B.P.# 3
►n I ,n a�
g DATE:
/ _ k COMPLY WITH ALL CODE OF Q . -
FEE: � (�BY:
D�9 o, m LOGATI0N MAS' NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN ODES (n
` �p I 765-1802 SAM TO 4 PM FOR THE AS REQUIRED AND CONDITI NS OF (�
�`Z' o SCALE: NT5 FOLLOWING INSPECTIONS: 1_L
o �p� 1. FOUNDATION - TWO REQUIRED
� 1 2. FOR OUGHOU FRAMING C&ETE PLUMBING SC�UTHOLC f i�� ;NG BOARD
� 45. � ����� ����� � 3. INSULATION SO-1077107=1 TRUS� ES
O. 4 B FINAL COMPLETE FO•hTiONO MUST RY`S�-
ON GRADE
16 °�� IT o°E PATIO I ALL CONSTRUCTION SHALL MEET THE
POOL - Lr AL I ZE A5-BUILT REAR MAASO R)" 1DEGK REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
5 ' REAR YARD s>=TBAGK I DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR
USE IS UNLAWF
66.0'
1 I 41.2 Ldditional WITHOUT CERTI F C.A
�R0�E�T DATA : Certification OF OCCUPANCY
'� Na Be Required.
� AS-BUILT MASONRY C7 � Q
Q
DECK rn
N D
Q 45.01
Q 24.0' 44.0' , N
Q n TAX HAP # 1000-7Q-3-2
in 2 STORY FRAIIE HOUSE
I n N I ZONING DISTRICT R-40 NIC,
- - 24.0' LOT AREA 0.5 ACRES
40'FRONT YARD SETBACK 44.0' I GofO - ONE FAMILY DWELLING Z-15554; 8/Ia/IQBq
z
CofO - ACCESSORY Z-24071; 12/13/Iaa5
GofO - AS BUILT ALTERATION 35ci21; 8/28/2012 0
I I
CofO - HOT TUB 35(120; 8/28/2012 �
BLACKTOP DRIVE I FEMA FLOOD ZONE X w
m a
K W o
o �
m
I I PROJECT
a: <.:
t
L _ _ _ _ _ _ _ _ _ _ _ _ _ J
CONDIT
LOT AS-BUILT
562°10'30"E 150.0' DESCRIPTION (FOOTPRINT) AREA COVERAGE
N O R T H F I E L � L A N E TOTAL LOT AREA 20,250.0 S.F.
EXI5TINC 2 STORY FRAME HOUSE 1044.0 S.F. 5.1%
210 NORTHFIELD LN,
AS-BUILT CONCRETE DECK 560.0 S.F. 2.8Y SOUTHOLD, 11952
EXISTING SHED 168.0 S.F. 0.8`Yo
EX15TINO POOL -ra5.0 S.F. 5A% DRAWING TITLE-
TOT L
ITLE:TOTAL AREA OF ALL STRUCTURES 316'1.0 S.F. 15.6Y PROJECT LOCATION & SCOPE
"MAXIMUM LOT COVERAGE ALLOWED - 20% SITE PLAN & ZONING DATA
PAGE:
G-001m00
mmm ,w I,'
IN Sw
REQUIRED EXIST. PROP05ED COMPLIES DATE: 04/14/22 1 OF XX
FRONT YARD 40.0' 35.0' 0.0' N
SITE LAYOUT NOTES: SIDE YARD 15.0' 3'1.0' 0.0' Y
I. THIS IS AN ARCHITECT'S 51TE PLAN 8 IS
SUBJECT TO VERIFICATION BY A LICENSED BOTH SIDE YARDS 35.0' 82.0' 0.0' Y
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN IS TO THE REAR YARD 50.0' '13.0' O.O' Y
ARCHITECT'S BEST OF KNOWLEDGE. k\���'Ft��w�,�iC+y,�
2. SURVEY INFORMATION WAS OBTAINED
AND PREPARED BY.DATED OCT, 12, la8a
Q e y;
GREENPORT, NEW YORK
APR 1 5 2022
5 I TE PLAN�l BUILDING DEPT. 0
U-0 F\\- I A
TO�PIIv OF SOlJT'it�Lf r "9T �
0 F" i. .
5r-,ALE: I" = 15'-0"
NOTES $ SPEC;I S I GAT1 ONS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I A I I O I S Q
IT 15 THE CONTRACTOR'S RESPONSIBILITY CU
TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS of EXISTING FOUNDATION AS IT
T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Lw
GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L BLDG. BUILDING K KIPS (1000 LB5) J
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N.
BM BEAM MANU. SPEC.s MANUFACTURER 5 SPECIFICATIONS
APPLICABLE BUILDING DEPARTMENT.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM N
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MECHANICAL O � (0
5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM - -0 T- O
AND AUTHORITIES HAVING JURISDIGTIONI. UNTIL P TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 L_ d-
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS.
CZ
OF THE OWNER/BUILDER COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE �-
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR ,OB CONDITIONS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER >1 :2U
SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING SOLID WITH CONCRETE.
WITH THE WORK. g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OCG. OCCUPANCY O O
.r_ O -+j L0
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DE51ON FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION +' N
UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 Q C) 0
DAYS OF 4,000 P.5.1., U.O.N.
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS „ DIM. DIMENSION P. GONG. POURED CONCRETE n ` �
BEFORE THE START OF FRAMING 6 GONG. SLABS L REST ON MIN. RI 6 FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE w
6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I EA. EACH PLYWD. PLYWOOD
g. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - ELEV. ELEVATION P.T. 1 PRESSURE TREATED
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, (1) WALL TIE PER (3) 50. FT.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EQUIP. EQUIPMENT REQ'D REQUIRED +J _
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, °
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 32'-0" D.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Rl RISER
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOMm
PERM155ION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FIN15H GRADE. W W
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F.A.I. -HAIR INTAKE R.R. ROOF RAFTER
RESPONSIBLE FOR DE515N INTENT ONLY. 16. NO CONCRETE OR MASONRY WORK IB TO BE PERFORMED IN TEMPERATURES
OF 40•F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO FAR FLOOR AREA RATIOSTL. STEEL
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCU°ANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES, •
F.A.V. FRESH AIR VENT S.V. SMART VENT
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBDTO BE DETERMINED
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND FF ELEV. FIR5T FLOOR ELEVATION TEMP GL. TEMPERED 5LA55 U
BROOM GLEAN.
WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL F.J. FLOOR JOISTS THK. THICK
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ig. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA
AND ORDINANCES. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ° -
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. I FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD
THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL �I 1
COMPLETION OF PROJECT. AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" n VJ
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 6 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED
ARCHITEGT/ENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 FTG. FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) GYP. BD. GYPSUM BOARD V.I.F. I VERIFY IN FIELD
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK H.D. HOLD DOWN w/ -� WITH
ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN Q
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE HDR HEADER WD. WOOD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HNGR HANGER ZR ZONING RESOLUTION
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY
BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A
HOR. HORIZONTAL
PARTY INDEMNIFIED HEREUNDER.
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLAGIN6
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS,
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN
AUTHORIZATION OF THE ARGHITEGT/EN6INEER.
Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED.
20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S
SPECIFICATIONS, UNLESS NOTED OTHERWISE.
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS.
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS
COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES.
CODES AND REFERENCE STANDARD:
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 Z
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK
STATE ENERGY CONSERVATION CONSTRUCTION CODE. g
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 0
WOOD FRAMING, AND CONNECTION TO F=OUNDATION - 2015 WOOD FRAME
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION
(AFBPA) AMERICAN WOOD COUNCIL (AWG).
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE
PLUMBING CODE.
H
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 GORE.
TABLE R30I.1 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA
5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC PROJECT:
CODE, NFPA-IO AND 2020 NEW YORK STATE ENERGY GON5ERVATION ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
CONSTRUCTION COME.
GROUND 5NOW LOAD 25 LB5
STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH CO N D IT
GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION c
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL AS-BUILT
CONSTRUCTION; 55TD 10-gg AND 2015 55G HIGH WIND EDITION WOOD FRAME RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATE60RY $
CONSTRUCTION L/I80
1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, W/ NO FINISHED CEILING ATTACHED TO RAFTERS
SEISMIC DESIGN CATEGORY B
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED.
INTERIOR WALLS d PARTITIONS H/180 WEATHERING SEVERE
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT 210 NORTHFIELD LN,
INCLUDED IN THE STANDARD BE USED IN ACCORDANCE NITILDINO CODE,MAN FACTURER'STION 2506 OF 150 RECOMME:NDATIONS. ALL FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" SOUTH 0LD, 11952
3. METAL PLATES, CONNECTORS, SCRE:W5, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO.HEAVY
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE:
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUCVRAL PANEL ICE BARRIER REQUIRED YES GENERAL NOTES
5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUE7,5, HEADER STUDS ENERGY TABLE
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HF-5 L/120 STRUCTURAL DESIGN CHARTS
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF
RAFTERS. STRUCTURAL DESION LOADS PAGE:
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING.
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY
USE LIVE LOAD DEAD LOAD
16" WITHIN 4' OF EXTERIOR CORNERS. G-002w00
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER
OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DECKS 40sf 15 sf
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR p p
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONCRETE/MA50NRY DATE: 04/14/22 2 OF XX
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS PA55ANGER VEHICLE 6ARA&E5 50 psf AS PER PLAN
AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER.
ATTICS WITHOUT STORAGE (MAX CLEAR HGT < 42"9 10 psf 15 psf
ATTICS WITH 5TORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf
ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf
5LEEPIN5 ROOMS 50 psf 15 psf
0:", } i'
STAIRS 40 I'sf 15 psf .�
y „
5§N Y
GUARDRAILS AND HANDRAILS 200 psf 15 psf
12 psf FOR ATTIC
ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. y0.
*ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH
ASCE -7-16 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES)
OENERAL= 5'rM50L <EY :
Q
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.5. 5TL. W
LA
EXISTING TO REMAIN WHEN APPLICABLE)
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL .J v
STL. WHEN APPLICABLE) / Q
ec
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL
V N
WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS ^ � 0
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL = 0
p ^r- V-
POST FOR 6" WALLS), U.O.N.
NEW 2-HR FIRE RATED
WOOD FRAME (L.O. 5TL.
O •c Z
WHEN APDL I GABLE) a' O N
0 0 -L
s o -f- Lo
N -'-
c o DImo
..
56'_jY2"
FOUNDATION PLAN NOTE-5
O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION:
• P. V GONG. FOUND. WALL
• P. GONG. FOOTING MIN. 16" W X 8" D
• ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR
• B.O. FOOTING 5'-0" BELOW GRADE MIN. —
• 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN
APPLICABLE) I — -- -
- — — — — — — — — — — — — — _ _ _ _ _ _ _ _ n , m
• AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / F W W
STOOPS (WHEN APPLICABLE) I °
• MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET
FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) I :' I I I •
O CLOSED P. GONG. STAIR:
U
I. EXIST. CLOSED POURED CONCRETE STAIR
2.CONCRETE STEP WALLS, BACK FILL, AND STONE ,� I f` I MASONRY PATIO ABOVE
TREADS. - I �
- - -� - - - - - - - - - - - - J
r - - - - - - - - - - - - - - - - - - - - - - - - �
_ry 1
`" ► I I i
- - - - - - - - - - - - - - - - - - - --, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
777
Q
1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 '� I
I
I
I I I
I
EXISTIN6 1 STORY
FRAME HOUSE 15 NOT
PART OF THIS FILING
1 I I I
I
1 I I I
4 , 1 1
FROFOSEI�) FOUNDATION FLAN
SCALE: I/4" = 1'-0"
z
w
O
U
cr
c�
PROJECT:
,'-0�2" CONDI T
AS-BUILT
210 NORTHFIELD LN,
rn 2 AS-BUILT MASONRY DEOK =�
SOUTHOLD, 11952
560 S.F.
m
" DRAWING TITLE:
3'-4y2" �• 6'-2" 19'-4" PROPOSED DEMOLITION PLANS
O
T
PAGE:
A-101. 00
EXI5TIN6 15TORY DATE: 04/14/22 5 OF XX
FRAME HOUSE 15 NOT
PART OF THIS FILING 7
D ARC
o
FFZOFCSEI7 FIRST PL.ANtp
SCALE: 1/4" = 1'-O" 631�G� �
o�.r