HomeMy WebLinkAbout52068-Z �O0*0 Soo ryo`o Town of Southold
* * P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46326 Date: 07/18/2025
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 2350 Shipyard Ln East Marion, NY 11939
Sec/Block/Lot: 3 8.-7-8
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/09/2025
Pursuant to which Building Permit No. 52068 and dated: 07/07/2025
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" alteration including bathroom in the basement of a single-family dwelling as
applied for.
The certificate is issued to: Modern Age Builders Corp
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 52068 6/25/2025
PLUMBERS CERTIFICATION: K R Plumbing 7/18/2025
utho ' e Si ature
A
�aof Sao ryO TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• e TOWN CLERK'S OFFICE
���'�aau►nr.N��o
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#: 52068 Date: 07/07/2025
Permission is hereby granted to:
Modern Age Builders Corp
3080 Route 112 Ste C
Medford, NY 11763
To:
Legalize an "as built"alteration in the basement of a single-family dwelling as applied for.
Premises Located at:
2350 Shipyard Ln, East Marion, NY 11939
SCTM#38:7-8
Pursuant to application dated 06/09/2025 and approved by the Building Inspector.
To expire on 07/07/2027.
Contractors:
Required Inspections:
Fees:
As Built Alteration $725.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total , 825.00
Building Inspector
OF SO(/j�Ql
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Modern Age Builders Corp
Address: 2350 Shipyard Lane city:East Marion st: NY zip: 11939
Building Permit#: 52068 Section: 38 Block: 7 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Puccio Electric License No: 4806-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Solar
Commerical Outdoor 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED Exit Fixtures Sump Pump 1
Other Equipment Ejector Pump - 1 20A Breaker, 1 20A Arch Fault
Notes: "AS built basement alteration" - No Visual Defects
Inspector Signature: Date: June 25, 2025
00 S.Devlin-Cert Electrical Co liance rm(9
9��OF SU&T�,I�.
Town Hall Annex ~
�j. Telephone(631)765-1802
54375 Main Road co- Fax(631)765-9502
P,O.Box 1179 G -
Soothold,NY 11971-0959 �'Q ,.�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD QPn
8
e�ydf �O�S
CERTIFICATIOPI ?ot1.�o9�'N
o`"k dnt
Date: -7
Building Permit No, y 0
Owner: cALT- Y\ L( .
1 ase print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead,
Q� (Plumbers Signature)
Swo1n to before me this
day of , 20�
�1+' r
� V STATE
(rt OF NEW_YORK
tY `` \ County
: :NOTARY PUBLIC;N:
Notary Public, Counl y 'A=Q,rUainsrrdkcon,.
�,'�, otl�uaottwnn t~::
�t�/flllll111�
OF SOGIyO� A 0 618 V ne qA5 m w a `
# TOWN OF-SO THOLD BUILDING DEPT.
"cou�mN 631-765-1802
.<w- (os INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINALW( gtgvVDM
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FI ESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: A-VIAO.,_
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One- �O AY40 kC- —FPAJ171'-
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DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
-------------------------------------- ---
-------—--------
FOUNDATION (2ND) . ....... -------
.......------
cn
ROUGH FRAMING &
PLUMBING
.................
INSULATION PER N. Y.
STATE ENERGY CODE,
pw-
FIN AL
ADDITIONAL COMMEN'q
-----------
coo-,� TOWN OF SOUTHOLD--BUILDING DEPARTMENT
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Town Nall Annex 54375 Main Road P. Q. Box 1179 Southold NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 httt)s://www.sotitlioldtowiijiy.gov
'x'�-s'YJYi.ty'#rxi
For office Use Only
PERMIT NO. ®W V .Building Inspector. A6
9_, 025
2
11
Applications and forms must be filled out in their entirety. Incomplete applications "'" U
will not be accepted. Where the Applicant Is not the owner,an owner's Oep�rtment
Authorization form(Page 2)shalt be completed. Bui� qRWtMoj4ld
To o Southold
APPLICATION IR.. BUILDING PERIVirr Date: ca 154).,r
OWNER(S)OF PROPERTY:
Name: �Y C'Ya 5 Tax Map#: SCTM #1000- .- 7—
PhPhysical Address: EQ IQrr
Y �35 d ;�� ►( � � � "
Phone#: r7�'� , p 7 a Email: �- D ✓ h6Me- ;1 )h9 ca h-.-
MailingAddress: �$�
CONTACT PERSON:
�- n `
Name:
Mailing Address: Ay O i 1 I v Y ,
Phone#: } _ �C Email '
r���b�� V1'IOI,I � »--
DESIGN PROFESSIONAL INFORMATION:
Name: `��-ryl' o -y\,q 42et��
Mailing Address: o
i �65(X f
Phone#: D6( -3-73~ y D Email: ls,Y�
CONTRACTOR INFORMATION:
Name:Mailing Address:Address: () 2)D ,�-(�
Phone#: U3l (2� ' ,�� -�`-� Email f f (10 E o 2 W ,I Cyr.
DESCRIPTION OF PROPOSED CONSTRUCTION
MNew Structure FlAddition Iteration DRepair []Demolition Estimated Cost of Project:
❑Other i ti �►rw $-sue ,U �
Will the lot be re-graded? ❑Yes Flo Will excess fill be removed,from premises? ❑Yes 00
VR PERTY INFOgMATiON
Existing use of property: Intended use of property:
Date of Purchase: _ Name of Former Owner:
1
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
v
this property?-CJYes N�Igo IF YES, PROVIDE A COPY.
heck Box After Reading: The ovmer/contractor/design professional Is responsible for all drainage and storm water Issues"provided by
thaAter 236 of the Town Code. APPUCATION 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 appilwble taws,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 coda and regulations and to admit authorb"inspoctors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to section 210AS of the New York State Penal Law.
Application Submitted By(print name); S MAuthorized Agent ❑Owner
Signature of Applicant: Oate:
STATE OF NEW YORK)
' SS:
COUNTY OFF_)
being duly sworn,deposes and says that'(s)he Is the applicant
(Name of individual signing contract)above named,
(S)he is the ✓ln r ���d S T
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform pr 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
day of U y Y1'C� ,20
Nota4 Pubt�X' i� o
PROPERTY OWNER AUTHORIZATION °''•� (''� �°�.'
(Where the applicant is not the owner)
I, ( %Mt- i� VSresiding at
NJ! do hereby authorize ' Y�Y1\'� Le. 0. to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
7 Owner's Signature Date
Print O��ri�er s Name
i J':� d/ r i •
• 'V rp'�
Building Department Anplication
AUTHQRIZATION
(Where the Applicant is not the Owner)
residing,M db8�CU C-1- j I Z,klL�c ,
(Print property owner's name) (Mailing Address)
(4?�, coo hereby authorize
(Agent)
to apply on my behalf to the
Southold Building Department.
wncr's Signature) (Date-)
Print Own 's Name
cO BUILDING DEPARTMENT- Electrical Inspector
Gyc TOWN OF SOUTHOLD
o Town Hall Annex- 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
Telephone (631) 765-1802
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Modern Age Builders, Corp,
Electrician's Name: Puccio Electric
License No.: 4806-ME Elec. email:info@puccioelectriccorp.com
Elec. Phone No: 631-874-2098 ❑✓ 1 request an email copy of Certificate of Compliance
Elec. Address.: 21 Frowein Rd, Center Moriches, NY 11934
JOB SITE INFORMATION (All Information Required)
Name: The Duckwood
Address: 2350 Shipyard Ln, East Marion NY 11939
Cross Street: Main Rd
Phone No.: 631-767-4807
Bldg.Permit#:: �j a Q email: peter@modernagehomebuilding.com
Tax Map District: 1000 Section:38 Block: 7 Lot:8
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Basement bathroom: ceiling light, vanity light, exhaust fan, (1) GFI outlet
Square Footage: 140
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑✓ Final
Do you need a Temp Certificate?: ❑ YES F✓ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 FJ2 0 H Frame Pole Work done on Service? MY N
Additional Information:
PAYMENT DUE WITH APPLICATION
BUILDING DEPARTMENT- Electrical Inspector
r�O�' OGy�► TOWN OF SOUTHOLD
} = �` ' Town Hall Annex- 54375 Main Road - PO Box 1179
y
^* i Southold,`t New York 11971-0959
oti,� piJ Telephone (631) 765-1802
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Modern Age Builders,.Corp,
Electrician's Name: Puccio Electric
License No.: 4806-ME Elec. email:info@puccioelectriccorp.com
Elec. Phone No: 631-874-2098 ❑✓ 1 request an email copy of Certificate of Compliance
Elec. Address.: 21 Frowein Rd, Center Moriches, NY 11934
JOB SITE INFORMATION (All Information Required)
Name: The Duckwood
Address: 2350 Shipyard Ln, East Marion NY 11939
Cross Street: Main Rd
Phone No.: 631-767-4807
Bldg.Permit#: � 5a email: peter@modernagehomebuilding.com
Tax Map District: . 1000 Section:38 Block: 7 Lot:8
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Basement bathroom: ceiling light, vanity light, exhaust fan, (1) GFI outlet
Square Footage: 140
Circle All That Apply: -
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In W1 Final
Do you need a Temp Certificate?: ❑ YES 0✓ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals D 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Leeds Expediting Services
28 North Country Road, Suite ioi
Mount Sinai, New York n766
Office 631-509-4248/ Cell 631-897-2684
jenniferLeeds0255@gmail.com
June 25, 2025
Town of Southold
Building Department
Town Hall
54375 NYS Route 25
Southold,NY 11971
Re: 2350 Shipyard Lane, East Marion
SCTM# 1000-38-7-8
Dear Evelin and Connie:
I previously submitted this application for 2045 Willow Street in error. I should have
submitted it for 2350 Shipyard Lane. Enclosed is a new application to legalize the existing
bathroom in the basement,along with 4 sets of plans, survey, COs, and a check payable to the
Town of Southold for the permit application/fee.
If you require any additional information or have any-questions regarding this
application,please do not hesitate to call or email me. 2aj 0
Yours very truly, , o
Je 'fer Lee
40
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EAST MARION,TOWN OF SOUTHOLD a
co c ,/ SUFFOLK COUNTY, N.Y. N
TAX MAP NO.: 1000-038.00407.00-008.000 N
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[v LOT AREA:68,361.53 S.F.(1.569 ACRES) 01
00 m
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STAKE PROPERTY&FOUND.:OCT.23,2023
MON.FND. . �, m
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CLEAVES POINT COMMON CONDO. SPORTS couRr O` E
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LEGALNOTES
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4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WEED THE CURkFNTEY.ISTNGCODEOFPRACTCE °
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FOR LAND SUEBOUDORYEDBYTHENEW'YORKOTD.TO THE
TITLE
OF PROFESSIONAL GOVERNND MENTAL
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LINT TFUTCIPERSONS LAND SURVEYING & PLANNING :
FORWHOM THE BOUNDARY OURVFY MAP IS PREPARED.TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSRTUTON LISiEO ON U
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B TIE CER FICATONSHEREINAPENOTTRANSFERABIE
6 THE LOCATION OF LINDF. .T UND IMlBD'.'F.MF^ OR EN.TBOACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUSTBF ESTIMATED IFANY i 53 WADING RIVER MANOR RD., MANORVILLE 11949
UNDERGROU ONDIMFR MENT'SORE. CACHI.{l NTSEY.ITO ARESIHOWNTHE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY—SURVEI' N
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ARE NOTINTENDED TO GUIDE THE EFECTION OF FENCE R`?AINI,NG WALLS POOLS PATOS PLANTING AREAS ADDITIONS TO BUILDINGS,AND ANY OTHERTIPE PHONE: 63 i-846-9973 •°
OF CONSTRUCTION
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UNAUTHORIZED AND UNDETECTABLE AFIDIFICATIDNS DELETONS.ADDITIONS.AND CHANGES EMAIL: INFO@AJCLANDSURVEYING.COM N
4 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED
10 ALL MEASUREMENTS REFER TO U S SURJEY FOOT ..
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APPROVED AS NOTED
DATE`71-X5B.P.# 5 A 0108
,� COMPLY WITH ALL CODES OF
FEE �J.OO BY: NEW YORK STATE &TOWN CODt�'
NOTIFY BUILDING DEPARTMENT AT AlrEQUIRED AND CONDITIONS t
631-765-1802 8AM TO-4PM FOR THE SOUTHOLD TOWN ZBA
FOLLOWING INSPECTIONS:
SOUTHOLD TOWN PLANNING BOA:
FOUNDATION 1!rF.n VSOUTHOLD TOWN TRUSTEES
FOR POURED C-0,NCRE-
ROUGH-FRAMING&PLUMBING N.Y.S.DEC
INSULATION SOUTHOLD HPC
FINAL-CONSTRUCTION MUST SCHD
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL
DESIGN OR CONSTRUCTION ERRORS INSPECTION REQUIRED
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF f% LEAD,
PLUMBING
ALL PLUMBING WASTE
&WATER LINES NEED
TESTING BEFORE COVERING
OPENING SCHEDULE (EXTERIOR U - 0.28 )
OPENING ID TYPE PRODUCT CODE SIZE COUNT
235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER O
O
[Rg05.2.6] O
8 WINDOW 60X60 GA5E`1ENT 2 5'-0" x 5'-0" 2 A STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE
No. 15 ASPHALT FELT UNDERLAYMENT [Rg �05.l.1] � Q
F- J
V DOOR 36X80 3'-O" x 6-8 TWO LAYERS 2:12 TO 4:12 SLOPES; ONE LAYER > 4:12 �
1EEX
DOOR 28X84 2'-4" x -i.-0., ISELF-ADHERING POLYMER-MODIFIEDO �BITUMEN ICE SHIELD BARRIER [R905.1.2] Z �Q.JDOOR 32X84 2'-8" x �'-O' 2 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES
21'-O" 12-8" 14-4 'I '
2'-8" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 0 N V
1/2" STRUCTURAL-
TRUCTURAL PANEL SHEATHING [R&O3.2] 10
l CLOSED-CELL SPRAY FOAM (SPF) INSULATION IL
- - - - - - - - - - - - - -
16
O I - Z
i - - - - SOLID WOOD BLOCKING z
- - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - L - - - - - - - - - - - - - - - - -
m
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GONGRETE I I CONCRETE I 1 O
I I DRIP EDGE [Rc105.2.5.51 ,n - 1A , 1
o I' PATIO ABOVE I v I PATIO ABOVE >< v
Ix8 WOOD FA56IA _
1/2" GYPSUM WALLBOARD I n
O I I UNEXGAVATED OR GOMPACTED BAGKFILL I I I I I I I I v I SOFFIT VENT G, - m D_
(Z I I I UNEXGAVATED OR COMPACTED BAGKFILL -� o `� 'p�
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AT-GRADE CONCRETE PATIO ON LEDGE I I AT-GRADE LEDGE - PATIO ON LEDGE z x MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND
- I I z d)I I z== AREAS AND TO RESIST A MINIMUM 28 psf
- - _ J _I I -Q 0 SUCTION LOAD (EXPOSURE B) OR 40 psf �
- - - - - - - - - - - - - - - - - - J �- - - - - - - - - -
BEAM BEAM I - I v I i LW I-_u l (EXPOSURE G).
POCKET POCKET I I [Y z
- - - -
`p 105: (2)-1.75 x 11.&25 LVL HOR `� I I-z<v
- - - - - - - � ` - - - - - - - - -- - I If I NZZQ<
PROVIDE WINDOW I r - - - - - - - - -- - - - - - - - -LANDINGS I Q
ED
WELL ZLU
$ PROPER I UP I UP I I I =I j I w O O Q n
DRAINAGE AS 00. V z PLASTIC HDUSEWRAP INSTALLED UNDER FOAM DL
N NEGESSARY I 8" P.G. FOUNDATION 5TEMWALL UPON RISE ISER I 8" � 1 I z Q N 0- INSULATION. INSTALL AND TAPE ALL SEAMS PER
I 10" DEEP CONTINUOUS P.G. FOOTING AFGO ZIP MODEL 4X I m I � O 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2]
4"� STEEL COLUMN I z 0 Q N R-15 UNFAGED FIBERGLASS BATT INSULATION
FOUNDATION NOTES: I I ON 2'-6" x 2'-b" x 15" DEEP P.G. FTC. I I I I u.l 0 f/ R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O
w/(4)-#5 REBAR EACH WAY I-4' 1 I (Y z Q - 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NG
For window ooenings in conc. wall, I 3" BOTTOM COVER �6 I I1 w Q- O GAP-HEAD NAILS WITH A MINIMUM 3/4"
provide #5 bars 04" o.c. (two OI =
total) w/2" clearance from top 8 I S I I O R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND
16' O.G. FIELD.
sides of opg. for Jamb 8 lintel I CO I I v N FLOOR PLATFORM(ALSO AT RIM - NOT SHOW5T IN D
reinforcing. Extend reinforcing a I I CELLAR NOTE: I GONG PLAT I 1/2" STRUCTURAL PANEL SHEATHING
minimum of 2' past opening edges. I 0
I 4" CONCRETE SLAB HOLDDOWNS ARE 13'-6 I/2" ( I AND STEPS I I
- 6 mil POLY VAPOR BARRIER NOT REQUIRED FOR I OO I
cv - I 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE O
� 4" COMPACTED GRANULAR FILL � r DRYWELL
A/C UNIT I I m THIS PROJECT. IN m I I I I 2x BAND JOIST
' 6 I I L _ _ _ J L_ 2x6 PRESERVATIVE TREATED SILL [UG2] LL
�_
H5S 4.000xO.250 STEEL COLUMN ON v L J
12" x 12" x 3/4" BASE PLATE ON H55 4.000xO.250 STEEL COLUMN ON I I
FLOOR JOISTS
5'-0" x 5'-0" x 15" DEEP P.G. FTC. 10" x 10" x 3/4" BASE PLATE ON [- - - - - I COPPER TERMITE SHIELD
w/#5 REBAR AT 8" O.G. EAGH WAY COMBINED 15" DEEP P.G. FTC. I 4" I I OVER SILL SEAL
3" BOTTOM COVER w/#5 REBAR AT 8" O.G. EACH WAY 3-� g'-4 1/4" I 8"
3" BOTTOM COVER I i Q O i ) EXTEND SIDING TO WITHIN 12" OF FINAL
WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS
CLOSET UNDER STAIRS I - I m lY <LU CD I I O MINIMUM Y2 dia. ANGHOR BOLTS SPACED NOT
5-2 6-6" 6'-6" 5'-5" S Q Q I GREATER THAN 6 FEET ON-CENTER EMBEDDED
_ - - _ O I v Z I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FIN15H GRADE
O Q/ I CELLS OF CONCRETE MASONRY UNITS. THE l l
(- - - 5'-2" 10'-01, 5'-4" I v O I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD v
It) I I I I O I OF THE WIDTH OF THE PLATE. A NUT ANDBEAM
(n�
IPOGKET I I —i I I- -1 I 0 I WASHER SHALL BE TIGHTENED ON EACH ANCHOR
- �- - I BEAM I L_ - - - - J I BOLT. THERE SHALL BE NOT FEWER THAN TWO w U F-
- 'F - —+-fie --I— - I I BOLTS PER PLATE SECTION WITH ONE BOLT n m W V
0 I I I 106: W-1.7Lx 11.& T LVL GDR I I O I I POCKET I I LOCATED NOT MORE THAN 12 INCHES OR LE55 z t- _� w 1 I 1 I( to z I�
r _ _ - - - THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH tL 3 J�1 J V_ z_ —
O 107: (4)-1.75 x 11.825 LVL GD I I - END OF THE PLATE 5EGTION. WALLS 24 INGHES O- O W LU
Opp W .. z OJW
N I I-4' I- - - - - - —I I I I I I Q M Q TOTAL LENGTH OR SHORTER SHALL HAVE NOT 0 = t!1 Q d z m - Z W
d I uj Q w FEWER THAN ONE ANCHOR BOLT LOCATED IN THE Q -� j _
L - - - - - - - - - - - - N Q CENTER THIRD OF THE PLATE SECTION AND d _�ED TO ADJACENT HALL <LU V "' N La J ' ti Z
SHALL BE PROVIDE WINDOW I q,-4" 7'-0" 6'-10" I ( O u-O PANELS AT GORNERSHAS SHOWN IN I EM q OF Q Q N v v Q Q LU Q- 1-1�! W
WELL 8 PROPER I I I 10 TABLE R602.3(I). �y Q O g v µ Q,a Q 4-� m O
> (�/ _
DRAINAGE A5 I AFGO ZIP MODEL 4X I O tY z 2" CLOSE-CELL SPF WITH 0 3 "T _ 0. O lF- - III
NEGESSARY 4"(P STEEL COLUMN I x INTUMESGENT GOATING 0- O v W O = -uUjj a O }
rV ON 2'-0" x 2'-O"#x 12" DEEP P.G. FTC. H55 4.000XO.25O STEEL COLUMN ON I z� Q m lu O O O N Z D
P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL
I w/(3)- 5 REBAR EACH WAY W U_ LE55 THAN OR EQUAL TO b ft: CONTINUOUS Q O 'u-O (�
3"BOTTOM COVER 12" x 12" x 3/4 BASE PLATE ON I
I _ COMBINED 15" DEEP P.G. FTC. I I 1L w HORIZONTAL REINFORGEMENT OF ONE No. 4 BAR O O 1�]
I V iV w/#5 REBAR AT 8" O.G. EACH WAY O WITHIN 12 INGHES OF THE TOP OF WALL STORY AND
®I I 3" E30TTOM COVER I I CO M Z w ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q - N
I I i--0.d EL w STORY;OTHERWI5E, SEE PLANS [TABLE R404.1.2(I)] O 1 y
EXPANSION JOINT r � - •�
I i o°� I'_ Q
STEP TOP OF WALL TO PROVIDE 6' m I I z o-
N 4" P.G. FLOOR SLAB ���F N
I SNOW STEP BETWEEN INTERIOR FINISHED -' -�' C ( Q
I FLOOR AND EXTERIOR TOP OF SLAB m N I I POURED CONCRETE FOOTING
- - - - EW
PROVIDE METAL FLASHING AS NEEDED O 6 O ON UNDISTURBED SOIL [R403.1] CO�` �g. �f
- -- - - - - - - - - - - - - - - - - - -
I <_ _ I GAS FURNACE I 8 I 6 MIL POLYETHYLENE FILM 0 �
O aJ I i LENNCE I CONTINUOUS UNDER 5TEMKALL ►If �
Q I O j MLIg3UH070XE36B I ,:is if `ti
C5I - - - - - - - - - - - - - - - - - - - - - - - - - - ----u 20cfmGONT.7 . 1CID
d I TO ERV
[MI505.4] TYi�I GAL !MALL S�GT 1 ON
<I I fi L �. CONCRETE ( I -
I PORCH ABOVE ( �, I O F UTILITY ROOM z I PROVIDE RESERVED SPAG IN SERVICE PANEL FOR Nit ENG�NE��
I FUTURE LAR ELEGTRIG INSTALLATION [TI03A]
UNEXGAVATED OR COMPACTED BAGKFILL I I I SCALE: N'f5
C) ( I #3 REBAR AT 10" O.G. EACH WAY IN MIDDLE OF 4 I 5HOWER I I DELIVERED JUN 2 5 2025
I 5" THICK P.G. SLAB I I C w
(TYPICAL FOR 4 EXTERIOR CONCRETE SLABS)
[- - - - - - - - - -- - J [- - - - - - - - - - -]
m
_ — � — _ _ _ _ _ _ _ I °o
- - - - - --- - - - - - - - - - - - - - - - -
5<
LL
- - - - - - - - - - - - - - - - - - - -
-L SEWAGE EJECTOR PUMP NOTE FOOTING WIDTH -�
UNDER BEARING WALL .�
10'-7 1/2" 1'-b" 8'-8 I/2"
24'-0" 24'-O"
Q oil- Q m
54'-0" O O -1 T
GAS CONDENSINGC ILER5_y
AVENNPEB--240A2 O dS O
DIRECT VENT GATEGORY IV l'n If-" O O
A ZERO CLEARANCE c�
INSTALL IAW UL LISTING, NFPA 54 AND O IL
A-q MANUFACTURER'S IN5TRUGTION5 V
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0 W 6
STRUCTURAL DESIGN NOTE 15N W z
In accordance with the 2020 RCNYS; structural Q LU OL IQ z
r�
elements such as engineered wood, steel and LU Q- W 0 � <
steel/wood composite columns, beams, headers and Q '�
girders that: t- -1 N Q-
1) resist gravity loads, and U
2) are not contained in the prescriptive design d= Q a
provisions of the 2020 ROWS u-IL
0 O
were designed in accordance with m
ANSI/AWG NDS-2018 with 2015 supplement.
Structural elements such as walls and fenestration
that:
I) resist wind loads, and DATE: MAY 2025
2) are not contained in the prescriptive design FOUNDATION PLAN 4
provisions of the 2020 RGNYS TYPICAL WALL SECTION
FOUNE;)AT I ON PLAN were designed in accordance with A50E 1-16 wind
SCALE: 1/4" = I ft provisions and acceptable eng►neerling practice. DRAWING NUMBER
where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." == 5
-7 -7
ROOF GROWN MOULD 6
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RlDi TENSION STRAF:
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co
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CL LEN
DELIVERED JUN 2 51015
RAFTER TO STUD: FLOOR FRAMING --FLASHINO TUG<ED UNDER
WRAP STRAP OVER RAFTER PER PLANS TOP PIECE OF SIDING AND
(4) a-d COMMON NAILS AT EACH END OF STRAP (3 0
ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED E3LOG<IN6 FOR LAPPED OVER FIRST (�ONTIN. 13
IAIN MANUFACTURER'S SPECIFICATION LAG BOLTS PIECE OF SIDING BELCH
WHERE RAFTER ALIGNS WITH 57X)
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STRAP OVER OR UNDER SHEATHING 1-1/4" HIDE 20-OUAOE p <
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EACH SIDE OF WINDOW AND
SEE WIND COMPLIANCE PA71HVWr NOTES ON SHEET 12 POOP, OPENINOS. INSTALL BOLT SPAGINO 24" IV' 16' 12" 12" 12"
STRAP FROM TOP OF TOP
X PLATES TO JACX STUD. Lu
MINIMUM LENOTH BELOW z < n
HEADER = LENOTH ABOVE N OL
E30TTOM OF HEADER DE(f-,K LF—DOER DETAIL Z =
A SCALE: 1/2" = 1 ft <
lu
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STUD TO SILL FLATF : to
WRAP STRAP UNDER, SILL PLATE PER CODE
(b) ,5-d COMMON NAILS AT EACH END OF STRAP
4
SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 12
DATE: MAY 2025
TENSION STRAP INO DETAILS
AT NALL OFTEN INOS
HIOH—NlND UFL I FT STRAFFINO 50ALE: NT5 DRAKNO NUMBER
50ALE: NT5
NOTE: ALL METAL STRAPPING SHALL BE 1 114" x 20 GAGE (SIMPSON 0520 COILED STRAP). A = I
STRAP LENGTH SHALL BE SUFFICIENT 70 PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES.