HomeMy WebLinkAbout50246-Z of sourya`o Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45939 Date: 02/04/2025
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 2295 Stillwater Ave Cutchogue, NY 11935
Sec/Block/Lot: 103.-8-5.1
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/20/2023
Pursuant to which Building Permit No. 50246 and dated: 01/23/2024
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:
additions and alterations to include a bathroom addition and kitchen electric to an existing
single-family dwelling as applied for.
The certificate is issued to: Michael Burke
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50246 1/13/2025
PLUMBERS CERTIFICATION: Thomas Burke ln12025
kuthu-zed Signat e
�suFFoc,r�a TOWN OF SOUTHOLD
jo_ aye 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#: 50246 Date: 1/23/2024
Permission is hereby granted to:
Burke, Michael
111 Boxwood Dr
Kings Park, NY 11754
To: Construct a one-story bathroom addition to an existing single-family dwelling as
applied for.
At premises located at:
2295 Stillwater Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-8-5.1
Pursuant to application dated 12/20/2023 and approved by the Building Inspector.
To expire on 7/24/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $278.50
CO-ADDITION TO DWELLING $100.00
Total: $378.50
\ jaglc)
Building Inspector ector
OF SOUl�QI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959 'Q
COUNT`I,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Michael Burke
Address: 2295 Stillwater Ave City: Cutchogue St: NY Zip: 11935
Building Permit#: 50246 Section: 103 Block: 8 Lot: 5.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Homeowner License No:
SITE DETAILS
Office Use Only
Indoor W Basement F Service r Solar
Outdoor r 1 st Floor I✓ Pool Spa F
Renovation 2nd Floor 1— Hot Tub r Generator
Survey ryll ri
Attic I— Garage Battery Storage r
INVENTORY
Service 1 ph (— Heat Duplec Recpt 8 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph r Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights 20' Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 11 4'LED Exit Fixtures
Other Equipment: Hood, Oven, DW, Micro, Fridge
Notes: Kitchen & Bathroom
Inspector Signature: X Date: January 13, 2025
Sean Devlin
Electrical Inspector sean.deviin(a-town.southold.ny.us
2295StillwaterKit&Bath Electric
7 v .
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o�g�fFOtKcoG
Town Hall Annex k� y Telephone(631)785-1802
54375 Main Road
P.O. Box 1179 w Z
Southold, NY 11971-0959 Wbd •
y�►Ol � �ao� ' 2
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit'No. d `► 0 V
Owner: MIL66 v
(Please print) 13 �025
Plumber: ►—' B6 C4 pepa tho�d
(Please print) or 50
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
104�
(Plumbers Signature)
Sworn to before me this
day of ✓ 201
DANIEL MARZELLA
Notary Public-State of New York
NO.01MA6399249
Notary Public, ��� County My Commisseon in E Aires Oct 15y2027
1
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-TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
z INSPECTION '
[% NDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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DATE INSPECTOR
OF SOUTyOlo -
# TOWN OF,SOUTHOLD. BUILDING DEP.T. .
co 631-765-1802
IN-SPECTI. ON -
FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] OUNDATION 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: AYM
DATE `� - INSPECTOR
pF SOUTyO� ---
* TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
I.N*S'PEC ION
[ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION j ] "FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: f`- U k
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DATE �' ��o�_ INSPECTOR
o�� yod a6 as c5f� `Iccvate� �.
OF SOUT
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# TOWN OF SOUTHOLD BUILDING DEPT.
courm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY +[ ] -FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ .] ,-FIRE RESISTANT PENETRATION
[xJ ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] `RENTAL
REMARKS:
i DATE INSPECTOR
N
OF SOUTyO� -
# * -TOWN OF SOUTHOLD BUILDING DEPT.
louNr+,��'�� 631-765-1802
FNSPECTI.ON
[ . ] FOUNDATION 1ST'/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ �.<NSULATIOWCAULKING
[ ] 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: dgkkl9l� eww k
DATE INSPECTOR
pE SOUIy��O
* TOWN OF SOUTHOLD BUILDING DEPT.,
°ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ } 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: Ou � & 6 - 56 I c zv_,
f�t'aa k.A- i 6j,_oe_AL_ 4-,-,, kaan�.
DATE INSPECTOR
OF SOf/TyOlo
* # TOWN OF SOUTHOLD BUILDING DEPT.
u�m,N 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] 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:
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FOUNDATION(IST)
FOUNDATION(2ND)
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ROUGH FRAMING& H
PLUMBING -�—
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STATE ENERGY CODE
0 i a CP�174 /I
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ADDITIONAL COMMENTS .
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' ��?q� ,,•. TOWN OF SOUTF[OLD--BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959
Telephone(631) 765-1802 Fax(631)765-9502 https //www.south w
oldtonny.tsov
� ,�y
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 50 Building Inspector: �2 60
����
— ` 1
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorisation form(Page 2)shall be completed.
Date: (�, �ot
OWNER(S)OF PROPERTY:
Name: c G��� �>r��� Sam#1000- �� 31Yct
Project Address: Z,2°[ -�� -Ave- �
Phone#: 6�a ` �_-O 3 j S Email: (h4�I ve,�u I^ -e- �k d,
Mailing Address: J� ( V'r�rk VV_1 0 T.
CONTACT PERSON. ,n
Name: 5 t � ,l�l Pil [�✓1 f
Mailing Address: o
Phone#: (,73 '3 Email: {,,
DESIGN PROFESSIONAL INFORMATION:
Name: Mde- x
Mailing Address: O bO 3 3 (IrC #vw U�� (! ,�• .
Phone#: P Ema'tl:I"k ra4 G e r, _ph kit,- R et
CONTRACTOR INFORMATII�ON:
Name: IG(,�oA .t�l�Y'Vi
Mailing Address: (S'( lap) ,
Phone#: �'2� l � Q � (� � '� .� Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
ONew Structure 56Addition IlAlteration ❑Repair (lDemolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ®Yes KNO Will excess fill be removed from premises? ❑Yes PfNo
1 1
PROPERTY INFORMATION `- p
Existing use of property G .} l, ". Intended use of property: r e�4.IC�2�7-h'1 Gl l-- -
5 a b
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? 'OYes VNo-1F YES,PROVIDE-A COPY.:
Check BOX AftOr Reading: The owner/contractor/deil` professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building zone
RE
Ordinance of the Town of Southold,Suffolk;County,New York and,other applicable .ows,Ordinances or Regulations,/or the;wnstruction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building rode,
housing code and regulations and to admit authorized inspectors on premises and in bulldirig(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the Now York State Penal Law..
Application Submitted-By(print name):'" ( Lli,u�l r� OAuthonzed Agent ,Owner
/�
Signatureof..Applicant. j' i � Y���W✓ _�._ Date• .. .a_�-`�-.�_2'3 _._
- — --- Cn'il�n.. ,encrf{
- Notary r`: �:�of-New York
STATE OF NEW YORK) -'No.0.1 6185650.
. . (lU�lifi�nri
County -
J - Colni=u,o;u expires ril 14,2
COUNTY OF. ) - - . . . `, - -
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above,named,
(S)he is the -
(Contractor,Agent,.Corporate Officer,etc.)
of said owner or owners,.and'is duly.authorized to perforrri'or have performed the said work and,to make and file-this
-application;that all statements contained Intlgl5 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
- ota Pub!)
_ - rY
C NIE D.B CH LINDSAYNOv1NSKY
o t a r y Publi St of,New York pkOpERTY OWNER AUTHORIZATION HO. No 01N 6214so2 Y
No.01 B 185050 Qualified in Suffolk Co
Qualified Suffo Count ` (Where the-applicant is not the owner)
y Commission Expires 12P21
C mmissi Expires Apri 14;2y
1, residing at
do hereby authorize'- to apply on
my behalf to the Townof Southold Building Department for approval as described herein:
Owner,,s Signature Date,
Print Owner'-s Name
z
L✓ � � ( IV
� a. ofFki( BUILDING DEPARTMENT- Ecal dr�e�t�r 2024
0`� cG TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Roachuft'I&PI P nt
`n Southold, New York 11971-0�099 of Southold
o� Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh(a�southoldtownny qov — seand(c�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 5S �2)d2�
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: �4 1 c k__ek &*e_
Address: G 5�-�
Cross Street:
Phone No.: y3
Bldg.Permit#: 50A y( email:-c>mv L,,/feJ/5:@6Pkd C,,
v
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
E"11-51.C V_\ Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YES O NO Issued On
Temp Information: (All information required)
Service Size01 Ph 03 Ph Size: A # Meters Old Meter#
❑New service0 Fire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead
# Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
f,a % iW sec 08 a�
E C E Eno
acc
FOL BUILDING DEPARTMENT- Ecal�Tq�t�r 2024
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main RoacigieRd@h@IDx �"t
Southold, New York 11971-M59®f Sflutho9d
4�., Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh(c-southoldtownny.gov seand c(Dsoutholdtownny.90
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:" �7
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: ��,�el &r�2
Address: II,.--k— cl C,5 U
Cross Street:
Phone No.: �70 -3Lj
Bldg.Permit#: SC),)-V6 . email:4c,&kb&./ce
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: 4
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: YES ❑ 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 2 D H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�� icy-) c e-C-
PERMIT# Address:
Switches
Outlets C
GFI's 1
Surface
Sconces ';
H H's
i
UC Lts Fridge . HW POOL..,
I -
WAD Panel
Fans �� Mini Fr.
' .Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro.. "rbDis
Water Bond'
. Lights
Heat Pucks .ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
o ad
APPROVED AS NOTED _
DATE: a3_a B.P.# a r COMPLY WITH ALL CODES OF
FEE •5b Bv:� P�� _ NEW YORK STATE&TOWN CODES
S R =SwmyovmnA
AND CONDITIONS OF
NOTIFY BUILDING,DEPARTMENT AT
631-765-1802 8AM TO 4PM FOR THE RNmGBm
FOLLOWING INSPECTIONS: mmlospaTo
FOUNDATION--TWO REQUIRED KY.$.Dm
FOR POURED CONCRETE wc
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
ELECTRICAL SOLDER USED IN WATER
INSPECTION REQUIRED SUPPLY SYSTEM CANNOT
EXCEED 2110 OF 1% LEAD.
PLUMBING
ALL,.PLUMBING WASTE
&WATER LINES NEED
TESTING BEFORE COVERING
SITE DATA
PROPERTY: 25,734 SF 0.56 ac
ESTIMATED AREA OF 500 SF -
GROUND DISTURBANCE: O
H
NON CONFORMING LOT: ZONE:R-40 FRONT:40' SIDE 1:15'
(280-124)SETBACKS: LOT COVERAGE:20% REAR:50' SIDE 2:20' Q
W MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 1�
(280-4,280-208) 35' 10'h(AVG),451?ANGLE �^
V Q
DESCRIPTION: AREA LOT COVERAGE:
ZEXISTING HOUSE: 964.1 SF 3.74%
W EXISTING PORCH: 393.0 SF 1.52% O
EXISTING SHED: 88.3 SF 0.34% a
TOTAL: 1445.4 SF 5.6% O
DESCRIPTION: AREA LOT COVERAGE: Q-1
PROPOSED ADDITION: 57.0 0.22%
COMBINED TOTAL: 1502.4 SF 5.82%
S T I L L W A T E R AVENUE
METES AND BOUNDS: SURVEYOR: YOUNG AND YOUNG DATE SURVEYED: 10/14/1982
S 440 31 ' 00" W SCTM: 1000-103-09-05.1 ELEVATIONS REFRENCE: NAVD 1988
150.0'
C EA CALCULATIONS
Q �
O LOCATION: AREA:
O SILT FENCE - PROPERTY: 25,734 SF O W
r-_------' ----i N O (280-207d)GFA PERMITTED: 3685 SF
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CONCRETE Opt' i Z M
EXISTING HOUSE: 964.1 SF �•,� W
WASHOUTI PROPOSED ADDITION: 57.0 SF
i •-• ,TOP J �--p CIO O
SOIL,% i TOTAL GFA: 1021.1 SF U
40.6' c° N
19.5' o 67.8' uj N
(2) FLO ELL 16.5'
DRYWE�LS '-� /, STORM WATER MANAGEMENT DETAILS
U,I 6.0' EXISTING N
U. PROPOSED Z 100%RUNOFFAT DRYWELL DRYWELL Q
z I 1 STY. HOUSE N LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
LLL, 1 STY.
uj NEW ROOF AREA:77.0 SQ.FT. 13 CF(97gal.j
ADDITION FLOWELL FWA524WH 13.3 Cf m O
(USE 2 UNITS) (50gal ea) c/l
EX. SCREENED z OGEE GUTTER-STANDARD !� m
N PORCH 0 w < NOTES:
144
1).EXECUTION: O X 9- V
32-71 , V V� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION: 11- z
EXISTING STONE AND A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. (n�,
DIRT DRIVEWAY / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 7 a) W \
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. _
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR :3
METALS WITH PROTECTIVE BACKING PAINT.
N 3.INSTALLATION: ll- S 4 u ti-+
THE S: r N -C
O W W A)1).GUTTER TO BE PITCHED TOWARDS LEADER 1ND OO 2"ANDEVERY
RY 4�0'OFNRUN, l6 y„L
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. aC
V a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 01 .1�
CONNECTORS, �11 _
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT. rz 0 3
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
AWAY FROM HOUSE A)PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. LU
W B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ..�
COMPLETION. (1
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SKY PLANE
PROPOSED SITE PLANFill
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SCALE: 1" = 20'-0" 2 g
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10/20/2023
e.r. }* � •' SHEET NUMBER:
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PROPOSED NORTH-WEST ELEVATION w
SCALE: 1/4" = 1'-0"
O w w
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PROPERTY LINE
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2X8 RR(@16"OC 2X10 RIDG / ce
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PARTIAL FLOOR PLAN PARTIAL FOUNDATION PLx� SHEET NUMBER:
PARTIAL ROOF PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
A- 1
2X10 RIDGE 0
r 12 R30 SPRAY-IN F-i
4 @16T�OC INSULATION Q
D2. 2Xs Q
2X6 CJ @16"OC
® ® ® Q
FASTENER TYPE: SPACING: 1-0 OH
No.a WOOD-SCREW
BASED ANCHOR WITH 16'«
21n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS
BASED ANCHOR WITH Sfi"« ® ® O
BIAS EMBEDMENT LENGTH
1/4K ft.LAGSCREW
BASED ANCHOR WITH 16'«
21o.EMBEDMENT LENGTH
® ® O
o ® B/4 APA PLYWOOD O
I/2'APA RATED SHEATHING SHEATHING
GRADE PLYWOOD E
(ALTERNATNNE:7/I6"O.S.BJ CD R20 SPRAY-IN
® ® 1/2-MA RATED SHEATHING
GRADE NATIVIYEPLYWOOD:7/16'QB.B) INSULATION
GRADE
10
FASTENER TYPE; SPACING:
2X#OF 2
TUDS
No.B ANCHOR WITH
STUDS
BASED ANCHOR WRH 10"«
WINDOW SILL 21n.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ancMDR WITH Sr«
PANEL SPAN EQUAL OR SMALLER zm,EMBEDMENT LENGTH THAN 4 FEET 1Hin.ft.LAGSCREW
BASED ANCHOR WITH 16'« 3/4" LOO R
BIAS EMBEDMENT LENGTH
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: BRUNO: 2X8 FJ @ 1 6"O w
2-2X9 DF#2 STUDS CONNECTED
AND EQUAL OR SMALLER To
WITH STASNLESS STEEL N°.B WOOD-SCREW _
THAN 6 FEET OR GALVINIZEO BOLTS W/WASHERS BASED ANCHOR WITH B«
ANDNUTS®2'-0"O.C. 3M.EMBEDMENT LENGTH FINISHED FLOOR TO 2X6 ACQ ILL PLATE O
No 10ANCHORWOOD-S WITH INSULATION
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH B«
21n.EMBEDMENT LENGTH (V ) OVER TERMITE SHIELD O
PANEL SPAN GREATER THAN 6 FEET MATCH EXISTING I F
AND EQUAL OR SMALLER lSCREW
�eo ANCHOR wIrN III« / AND SILL SEAL W
THAN 8 FEET BIAS EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL _ � A� Z
8" �1v1 ALL
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING puV t a
DAMPPRO
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" O T
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO BUILDINGS.PANELS SHALL BE PRECUT TO / ^ `M.J
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2" CONC
M . SLAB �,"J
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, U
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. kn W
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � � J' N
• � � - '/vim/, rr-��
16"X8" FTG U
(2) #5 REBAR
Generated by REScheck-Web Software ,� CROSS SECTION A �
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Compliance Certificate 1 3 SCALE: 3/8" = V-0" �, o
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Project BURKE o �' � o�
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Energy Code: 2018 IECC z ILL.
Location: Southold, New York 3 0 \
Construction Type: Single-family 0 B1 =
Project Type: Addition Y,
Climate Zane: 4 (5572 HOD)
t Cq c
Permit Date:
Permit Number: V -,
k1/41
� _ N
Construction Site: Owner/Agent: Designer/Contractor: Iva � 0 �go 0 2295 STILLWATER AVE
CUTCHOGUE,NY Q
ER 13"
A'J11i,'NII$ 1wk'-i�; =I ' �' ✓: ;� + �A� j F.A.I.
Compliance 0.0%Better Than Cod Maximum UA: 16 Your UA: 1 2
6 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
11/4 3 C.O.
It DOES NOT provide an estimate of energy
use or cost relative to a minimum code home.
Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck. Each slab-on-grade 3
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 10
N
N
Envelope Assemblies 4
Q
TO APROVED N
SLOPE 1/4 PER FOOT PITCH TO DRAIN 4"c.l. SEPTIC SYSTEM
4{r2 r Us,f,-.X.ik TRAP HOUSE
_.,_.._.,_.Saw -._,..__.�......�.._..-..._-_..,�..__..�.r ..�-..._.,..,... .__.w._...�,.,.,_<......__�,,..:
Ceiling: Flat Ceiling or Scissor Truss 54 30.0 0.0 0.035 0.026 2 1
Wall:Wood Frame, 16"o.c. 168 20.0 0.0 0.059 0,060 10 10
SHGC:0.31 Frame 6 0.300 0,320 2 2 PLUMBING SCHEMATIC
SHGC:0.31
Floor:All-Wood joist/Truss 54 21.0 0.0 0.044 0.047 2 3 SCALE: NOT TO SCALE Y
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
;;� �•G --- e!! DRAWN:
SCALE:
•, aat, a :' JOB#:
10/20/2023
SHEET NUMBER:
Project Title: BURKE Report date: 09/18/23 A-2
Data filename: Page 1 of 1
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
Q^USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. H
KING STUDS Q
\ '
ENDWALL RAFTER (/1
e CRIPPLE STUD WALL STUD
BOTTOM PLATE O
n ,
HEADER RIDGE LEDGER BATHTUB O
SIDEWALL
DOUBLE JOIST
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION ~�"1
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"z12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH 2
2x6-2x8 L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL.
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
2X10 IS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGLRI BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED ►�iyf
RAFTER O
SILL PLATE(S) •. 1 , , , WALL SHEATHING RAFTERS MAINTAIN
' ` VENTILATION WOOD JOIST O
SIDEWALL FLASHING
FOUNDATION - -'- -'- :'- - TOP PLATE BLOCKING W
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED NTH A BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a W
INSTALL 4'0" O.C. ��,'� THE SPACE VENTILATED, ALL OPENINGS WOOD GIRDER Fa-i
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH MATH MESH O
OPENINGS OF V. INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION JSP NUMBER DESCRIPTION APPLICATION by
8' - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE U
GAP TO PREVENT CAPILLARY
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR CONNECT TO M N
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS r�1
14" - 16" 7LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL U
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLO R WALL I OF FLASHING
ROOFING LAPS BASE
JL I FLASHING 4 INCHES RAFTER
/ \
BASE FLASHING WRAPS CORNERS, O
\/ EXTENDS UNDER SHINGLES AT RIDGE CAP SAME
SIDES 4 INCHES AND LAPS I MATERIAL AS
ROOFING
SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING m O
THROUGH VENT V
•; r
WOOD JOIST XFl
^ C V
TOP PLATE (� , 0
SIDE WALL FLASHING GIRDER/HEADER O X Q U
1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST Q z
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUDco
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO V
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION j O \
LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS co
LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O �
ON ALL OPENINGS KEEP SHEATHING MIN. 1-1 2
CONNECT EACH RIDGE VENT FOLDS / O I 0
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. L .N
8" - i6" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS V r N ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATES TO EACH STUD V
DBL. SILL PLATE �-
TERMITE SHIELD .9
SILL GASKET SUB FLOOR N O
O
TYP. CONC. FOUNDATION n CONC. SLAB NEOPRENE ; WOOD JOISTS
6MIL
DAMPPROOF EXTERIOR 6 MIL. POLY GASKET
6MIL POLY ON EXTERIOR V GRANULAR FILL0 V3 ' 2x6 /2x8 CONTINUOUS WOOD PLATE
' V lo STEEL COLUMN I I }•p V I I BOLTED TO STEEL BEAM WITH
A
p i • ' a I • a • ° °• •� ; 1/2 " DIA. BOLTS ® 48" o.a. STAG.
ROOF JAC K \� ,•�
s ` CONC. SLAB 'p c • ` ,/ I I'� STEEL BEAM tu, \.• ANCHOR BOLT EMBEDMENT:
y COMPACT FILL p •`�
tu
� " i = POURED CONCRETE: 7"
4" x 1/4" x 8" STEEL _
BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE
KEYWAY FOOTING o V � • _T- p • FLASHING AT v
r,• P �•p �• CONC. FTG. —i •p •aL}•p • �`'•• WTH
SIDES AND TOP 'M TH 1/2° x 6" ANCHOR BOLT O
ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS
REINFORCING BAR
(USP LBPS58 OR SP583)
p � I I I . GROUT
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT "
S PP RTING MAXIMUM SPA IN 3 STEEL COLUMN N
FLASHING LAPS 10 I 1 3"CRAWL SPACE OR FOUNDATION KIPS )
SILL PLATE TO FOUNDATION 1 STORY 72" OC
NEEDED
OC TYPICAL BEAM DETAIL
ROOFING AT BOTTOM
TYPICAL FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION (}/
(SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL s.A�
CONC. SLAB I SUBFLOOR
6X6 10/10 WWM I DOOR FRAME r—
COMPACT FILL
' DOOR o-_JOIST USE 2X8 STEEL BEAM "-FOR BLOCKOUT ^'
•' •' P.T. PLATE 4" SLAB
/ W/ 6X6 WMM \ SLOPE •Q
1/2" AIR SP/ACE 1 4"DRIVEWAY
• e' NOTCH JOIST AND ADJUST HEIGHT
• •,q'� AT END AND 7 1 2" •. (WITH A NAILING PLATE IF NEEDED
GRADE ' a ,'`--a"-j---u--•--• �- �.sT'p ES OF WOOD e• • °•. ' ' • . TO BE APROX. 1/2" OR HIGHER THAN
•p ,�;•p A- • a . a . a e BEAMS �� 4, °• O •� : •. STEEL BEAM TO ALLOW FOR SHRINKAGE
6X6 W.W.M. -� - cl C,•O " ! a O•! • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
I _
�js : • '. Q•p A•p /} .e _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p •� • !O a r----
• a REINFORCING BAR a
REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • ! �° �f
• • O s
DRAIN TILE i•. • p,••o � ° SUB FLOOR
12 • OIST
• . SHEET METAL / 30y FELT UNDER BEAM AT POINT ' (}• O !O • — (�� �,Ay ,w
OF CONTACT WITH CONCRETE OR CONC. BLOCK _ Qg STEEL BEAMyy±o,. ;fir, °C4
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) �/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �•�. 3"
SHIMS TO LEVEL BEAM PLATE (BOLTED�TG3'B`� ''
REINFORCE FOOTING WITH (2) J/4 REINFORCING BARS. y \ 174 DRAV�N•
3" MINIMUM BEARING SURFACE FOR WOOD BEAM !S
GARAGE DOOR BLOCKOUT SCALE:
BEAM POCKET fi (� ,• !� S;A ~"
10/20/2023
. SHEET NUMBER:
a
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required JOINT DESCRIPTION QfY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOE-NAIL TOP PLATE 10'WALL:4-3d COMMON RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY:
Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceilingor truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE Fri
P P TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-3d COMMONJOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES W
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 5
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCN-SBC LAP NAIL DESIGN LIVE LOAD(PSF)R301. DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 O
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 1
OVER PARTITION WFCN-SBC LAP NAIL 4 (N0 FINISHED CEILING) ^^2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 FLOORS INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 F�
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS
P INTERIOR(LIGHT FRAME)STEEL WALLS 5 L/360 O
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER WFCN-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) go CEILINGS(PLASTER,STUCCO) U360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) I/240 �(
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240
SIP WALLS 10
Dimensions SCAB shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50
First wall studs shall be connected to the foundation,sill late,or bottom late with uplift TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240
P P P NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 LINTELS(SUPPORTING MASONY WALLS) U600
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTER INTERSECTIONS 4-16d COMMONEA.SIDE NAIL NAILING SCHEDULE
IOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE
STUD TO EGRESS
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"interior
at the panel edges and 12"nails
in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS P314 NYS. W
7).The General Contractor is to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
HEADER 16d COMMON SMOKE&CO2 DETECTORS rT�
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified ALONG EDGES NAIL 5
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 1 D
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA H
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
,ram$
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING'
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS a 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED a
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE MODERATE SLIGHT TO � O
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 NONE
-concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL connections in accordance ROOF SHEATHING NG REQUIREMENTS FOR WI N D LOADS' N U
ft BRIDGING EACH TOE N
3.5.with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL U
4).Any new concrete walls being attached . existing concrete structure shall Header and/or girder connections shall be attached with uplift NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NAIL SPACING NOTES U
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.l..Concrete to be TO JOIST BLOCKING 2-Ed COMMON END NAIL 4'PERIMETER EDGE ZONE Sd COMMON
EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: @ 6"O.C. Bd COMMON @ 6"O.C. SEE NOTES:1,3
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3•16d COMMO EACH TOE INTERIOR ZONE 8d COMMONEE NOTES:1 (BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL @ 6"O O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS I 8d COMMON @ 4"0.(q 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast Iron foundation vent for every 150 sq.ft.of area.
attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL
3-BdCOMMO o
7).Dam DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES
pproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL nl u
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONPER END X
TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 0 a) 0)
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2•16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. IQ
0
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOT 1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 X 0
g q prescriptive g g NAIL •NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (L LL. Cd d>
1 .All frond techniques and methods as rescri tive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION z U
Edition Wood Framing Construction Manual. SPACING
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For ra Q Q
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL 8d WFCM-SBC P g
Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 0 4 0 9'4).Deck joists to have blocking at 8'0 o.c.. Q
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE U r gg
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION
g g QTY. SPACING SEE NOTES:1,3 (BOTH FIELDS)NOTE:2 FOR PANEL FIELD
5d COOLER V m where needed. O.C. -
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE
4'EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"S
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. Sd COMMON @ 12"O.C. SEE NOTE:3 O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 41 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be installed with heavydu galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
�g g PANELS Sd COMMON 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall N
anchors where applicable to all connecting joists. PLUMBING NOTES OSB 6d COMMON 3"O.C.EDGE LU
WFCM-SBC be used.
7/16"
e
PLYWOOD
6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. 5d COOLERS
WALLBOARD 10"O.0.FIELD U
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs,plates or joists are cut out during Installation for any plumbing related work, JOINT DESCRIP NAIL NAIL tQo
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the TION QT�. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. "where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
8d COMM O 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
MIN.44'SILL-AFF
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED A/
requirements. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
I).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.I'wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech 1 Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, V
plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL, drop ceilings and cove ceilings. A/
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities,nailing requirements fir structural ELECTRICAL NOTES: REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled 4
over subfloor as per manufacture's instructions. ,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 3).All electrical work to comply with 2014 NEC, to be reduced tol-16d nail per foot. I INCLUDING SUB FLOOR,IS COMPLETE.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
t«., �.
be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. OR BASES.US EQUAL.INSTALL WITH CAP g p �� DRAWN:
AND BASES.USE WITH FLASHING CAPS TO + 4�/�' '
COVER TOP
t�i •1a ., �°' � ; SCALE:
yID � JOB#:
An
10/20/2023
SHEET NUMBER:
* �w� A-4