HomeMy WebLinkAbout51438-Z Of soUTyo`o Town of Southold
* * P.O. Box 1179
�04 53095 Main Rd
uNV Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46448 Date: 08/28/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION
Location of Property: 1480 Eliiahs Ln Mattituck, NY 11952
Sec/Block/Lot: 108.-3-5.12
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/11/2024
Pursuant to which Building Permit No. 51438 and dated: 12/04/2024
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:
Alterations to include a finished basement with bath to existing single-family dwelling as
applied for.
The certificate is issued to: Fredy Castaneda,Mirsa Castaneda
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51438 08/08/2025
PLUMBERS CERTIFICATION: Fredy Castaneda 08/28/2025
Author&& Signature
OFsouryo4, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS.AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51438 Date: 12/04/2024
Permission is hereby granted to:
Fredy M Castaneda
1480 Elijahs Ln
Mattituck, NY 11952
To:
construct alterations(finish basement)to existing single-family dwelling as applied for.
Premises Located at:
1480 Elijahs Ln, Mattituck, NY 11952
SCTM# 108.-3-5.12
Pursuant to application dated 10/11/2024 and approved by the Building Inspector.
To expire on 12/04/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Alteration $845.00
CO-RESIDENTIAL $100.00
Total $945.00
---- -- -------------- -
Building Inspector
o��pF SO(/T�OI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
Box 1-179 CO-
P.O. • Q
Southold,NY 11971-0959
- BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Fredy M Castaneda
Address: 1480 Elijahs Ln City: Mattituck St: NY Zip: 11952
Building Permit#: 51438 section: 108 Block: 3 Lot: 5.12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: BME SERVICES License No: 44927ME
SITE DETAILS
Office Use Only
Indoor 1✓' Basement W' Service F Solar F
Outdoor r 1st Floor F Pool r Spa F
Renovation 17 2nd Floor F Hot Tub r Generator F
Survey F Attic F Garage ri Battery Storage r
INVENTORY
Service 1 ph F Heat Duplec Recpt 17 Ceiling Fixtures 3 Bath Exhaust Fan
Service 3 ph (- Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO 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
Other Equipment: SUmp pump(l
Notes: Finished Basement
Inspector Signature: X Date: August 8, 2025
Sean Devlin
Electrical Inspector sean.devlina-town.southold.ny.us
1480EIijahsBasement
��S�ffOt��o
Town Hall Annex t��® 'Gym eleeol(6 1)7 5- 02
54375 Main Road c 1
P.O. Box 1179 _
Southold, NY 11971-0959
y a�� AUG 2 8 2025
Building Departnrient
BUILDING DEPARTMENT Town of Southold
TOWN OF SOUTHOLD
CERTIFICATION
Date:0 2�
Building Permit No. R)' P-1r-'-5( Y,3
Owner: y CSl2edG(
(Please print)
Plumber: � / ,
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this
day of PrtA6 L, Cj- 20�
Notary Publi�(,( L. County
CONNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County 1
Commission Expires April 14, 2
SOUIyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[FOUNDATION 2ND [Aj4fiSULATION/CAULKING
[Vf"'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: f� i
wcl es. aWll Dl�. nfsv
4D 4L,
-60-
DATE INSPECTOR,
SOblyOlo -- -
TOWN OF SOUTHOLD BUILDING DEPT.
"couff",� 631-765-1802
INSPECTION
[ ' ] FOUNDATION 1ST/REBAR [ alAOUGH PLBG.
[ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY A ] FIRE SAFETY INSPECTION .
[ .] ,FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] :PRE C/O [ ] RENTAL
REMARKS: IN S IGLb iolu&A 6,kw
D u✓& eay�6I2e�
DATE INSPECTOR
OFS00lyOlo
TOWN OF SOUTHOLD BUILDING D PT.
cou 631-765-1802
INSPECTION '
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ .] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY 1NSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE 12-12-,5 — INSPECTOR
INSPECTOR
�oF souryO#
Q TOWN OF SOUTHOLD BUILDING DEPT.
^ou�m 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ q/FINAL a-V-5
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: —00 a2 C. 0 - or- r
r oa�� CiG � 4, 121 vtit hl-66 56 /a1ee—
DATE INSPECTOR
OF SOUIyOIo q�� �
* T N OF SOUTHOLD BUI I PT.
couto" 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:
r
DATE INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ �NSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL ge
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: O�,
20 G o,
DATE INSPECTOR
1ELD INSPECTION REPORT DATE COMMENTS It
(( nn
ve
FOUNDATION (1ST)
------------
�C
r^
FOUNDATION (2ND)
ON
--------------
cn
ROUGH FRAMING& � IA44,.
PLUMBING
'y pOyg— cot,
INSULATION PER N.Y.
STATE ENERGY CODE
�= v,rr, sd d
FINAL
q�
ADDITIONAL COMMENTS
$9 �
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= SUFFoc,rooG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179.S.outhold,NY 11971-0959
Telephone,(631) 765-1802 Fax (631) 765-9502,httpg://wwmr:southoldto=.gov
_----- Date Recei4ed'-
APPLICATION FOR BUILDING PERMIT, s
`l Va
.For Office Use Only q01
PERMIT NO. Building Inspector:
Applications and'forms must.be filled out in their entirety. IncompletemmnvSOD m
.applications wjll not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form-(Page 2)shall be completed:
Date:
`OWNER(S)OF PROPERTY:` .
Name: Fredy Castaneda SCTM#1000- Q
Project Address: 1480 Elijahs Ln, Mattituck NY 11952
;.a
Phone#: 6315203020 Email: mirgitacastarie�a@gmail.com
Mailing Address: 1480 Elijahs Ln, Mattituck NY 11952.
CONTACT PERSON: a "
Name: Fredy Castaneda-_
Mailing Address: 1480 Elijahs Ln, Mattituck NY 11952
Phone#: Email: mirsitacastaneda@gmail.com
- - T
DESIGN PROFESSIONAL INFORMATION:
Name: MhJ94-
Mailing Address: 0. �� ._. _ ._._C�. _G. I�iv_ -- . - ---•_ _.. _.
G u�_._- -. --
Phone#: - Email: da
,CONTRACTdR INFORMATION,:
Name: '
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED-CONSTRUCTION
❑New Structure QAddition KAlteration ❑Repair ❑Demolition Estimated Cost ofProject:
❑Other $
Will the lot be re-graded? ❑Yes LINO Will excess fill be removed from premises? Yes El No
. 1
PROPERTY INFORMATION
Existing use of property: N ��M Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑YesXNNo IF YES, PROVIDE A COPY.
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 gy(p int-name : Af SSG I;-. ;Z- uthorized Agent ❑Owner
Signature of Applicant: Date: C7 <
STATE OF NEW YORK)
a
COUNTY OF •
�Z— 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.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 arid belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ,20
3 Notify Public .
i., i
PR®PERTYbWNER AUTHORIZ;4Tib`
(Where the applicant is not the owner)
residing at C��� .`/
K K Se 1MjQ- ,4--, do hereby authorize t✓y / ,-2— to apply on
my behalf to a Town of Soup old Building Department for approval as described herein.
Own is Signature „ Date
Print Owner's Name
2
PROPERTY INFORMATION
Existing,use of property: 51Aj —A M, intended use of property: S,44 f
Zone or use district in which premises.is situated: Are there any covenants-and restrictions with respect to
• �Q - j this property? ❑YesXNNo IF YES,PROVIDE A COPY.
Check Box After
tterReading: 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 Depa.In nent for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Sauthold,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 : M authorized Agent ❑Owner
Signature of Applicant: Date: 10
STATE OF NEW YORK)
SS:
COUNTY OF.
z-- being duly sworn,deposes and says that(s)he is,the applicant
(Name of individual signing contract)above named,
(S)he is the I I
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;-that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 0&4obe r ,20 2L( G�`�-y---
NotacvRiAlic
JULIANNE CAROLINE FEDELE
Notary Publfc-State of New York
N0.01 FE0016050
PROPER i`i DlNNIFR AUTHORiZATI Olga Qualified in Suffolk County
L
y Commission Expires Nov 11.2027
(Where the applicant is not the owner)
r
/'r /
residing at
jC t�E (r4J ��4 do hereby authorize C y C� �/ /ff,,�4'_ to apply on
my behalfto a Town of Southold Building Department for approval as described herein.
Own is Signature Date
E�yC�Cl{
Print Owner's Name
2
o��guff0(��OG BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex- 54375 Main Road - PO Box 1179
Me
• -Southold, New York 11971=0959
'y p� Telephone (631)76$-1802- FAX (631) 765-9502
Lmesh(a)southoldtownny.aov� seand(c�southoldtowriny:aov
APPLICATION 'FOR ELECTRICAL INSPECTION.
ELECTRICIAN INFORMATION (wlrinformetionRequired) Date:
Company Name: t4
Electrician's Name:
'License No. Elec. email:
Elec:Phone No: 14,
request an email copy of Certificate of Compliance
Elec.Address.: I f nn &e Loa, ,l
JOB SITE INFORMATION. (Ail Information Required)
Name: S
Address: t� , i ' Q S lV*
Cross Street: A0,
_-
Phone No, ( j
BIdg:Permit#: 3 f Vtnail red Pag oun 0, cD •-eon
Tax Map District: 1000 Section:.- Block:. "Lot: .
BRIEF'DES RIPTION'OF W RK, INCL'UDE SQUARE FO ,TAGE (Please:Print Clearly):
Square Footage: , ;;tit
,
Circle AII'That Apply: ,
Is job ready for inspection?: YES�'NO Rough"In 0'Final.
Do.you need a Temp Certificate?: YES NO Issued LOn:
Temp Information:,_ a(Ali information required)
Service Size 1 Ph 3.Ph Size: _. D Q A• #Meters . Old Meter#
0,New Service❑Fire Reconnect❑Flood�ReconnectOService ReconnectE1Undergroundverhead
# Underground Laterals F1 1 n2 H Frame Pole Work,done"on.Service? my N
Additional.'Informatiow "
1
S' ervi cZ lC)�
PAYMENT DUE WITH APPLICATION
ass
tee 401 g 3''1
.v
BUILDING DEPARTMENT-Electrical Inspector ; _
G2 TOWN OF SOUTHOLD
y x Town Hall Annex- 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
y p! Telephone (631) 765-1802 - FAX (631) 765-9502
jameshCa)_southold town ny.4ov-!- sea nd(cDsoutholdtownn .Qov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Information Required) Date: C
Company Name:4VI
4
Electrician's Name: �d��
_ P
License No. O �_Elec. email: �,�, h r Ys.PI r/i_c�s -1C.-
Elec. Phone No: request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: Js f2G }
Address: l r ` Q S4 ,714alvLei
Cross Street: Acmvv
Phone No.:
BIdg.Permit#: 3 email: red C�G� cLn 4- cP "N
1 Tax Map District: 1000 Section: Block: Lot:
BRIEF DES RIPTION OF W RK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
ern �e .s
a
v�,� ��ay aces 6 ,fills
Square Footage: I
Circle All That Apply:
Is job ready for inspection?: YES E]NO rRogh In 0 Final
Do you need a Temp Certificate?: YES❑NO Issued On
Temp Information: (All information required)
Service Sizef1 Ph a3 Ph Size: _2j2-.Q-A #Meters Old Meter#
M New ServiceOFire Reconnect[]Flood Reconnect ElService Reconnect OUnderground Ej6verheadl
#Underground Laterals M 1 n2 H Frame M Pole Work done on Service? MY f N
Additional Information: �(e G-�,r►L 7r�
PAYMENT DUE WITH APPLICATION ��r
rem %q93 l
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's 'vb I
l
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. WAD Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis 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
F(U�NAUTHORIZED ALTERATION OR ADDITION THE EXISTENCE OF RIGHTS OF WAY
URVEY IS A VIOLATION OF AND/OR EASEMENTS OF RECORD IFti un ar Jld cr cQn 6v JII7 209 OF THE NEW YORK STATE ANY, NOT SHOWN ARE NOT GUARANTEED.LAW.
F THIS SURVEY MAP NOT-BEARING. nn VD18Cpft. DECEMBER 2019
THE LAND SURVEYOR'S INKED. SEAL OR Promises known as:
EMBOSSED SEAL, SHALL NOT -BE CONSIDERED 1480 ELIJAHS LANE 19\ELIJAHS "IE To BE A VALID TRUE COPY,
GUARANTEES INDICATED HEREON •SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
��
IS PREPARED, AND ON HIS BEHALF TO THE ti. 1!o
'TITLE COMPANY, GOVCRN�IMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND x' /x *•r
TO THE ASSIGNCES OF THE LENDING INSTI—
TUTION• GUARANTEES ARE NOT TRANSFERABLE.
Note: ALL SUBSURFACE STRUCTURES; �,Q� 7 CPOc�Rln�
WATER SUPPLY, SANITARY'SYSTEMS,
DRAINAGE, DRYWELLS AND UTILITIES, o�ti1
SHOWN ARE FROM; FIELD OBSERVATIONS
AND .OR DATA 08TAINED FROM -OTHERS.
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Cerfified to:
I Advocates ,abstracts, Inc:
2: glestcor Land Title Insurance Compony.
3. Fredy •M; Costanedo & .Mirsa ;J. Casfeneda `Survey of Lot 8'
4. The Federal Savings Bank MAP OF,GREENBRIAR ACRES
FILED,:OCTOBER. 7, 1977.FILE-1V0, 6609
- — situate bt
m alli to ck
LAND SURVEYING T-O:W I1 ofS.o�u.t_h old
Nntaville@eok:CQ -
S u fi fio.lh :Go.0 n fy N"e v _ York
SUBDIVISIONS '
TITLE & MORTGAGE SURVEYS Tax Ma,p
TOPOGRAPHIC SURVEYS
LANSITE PLANS PLANNERS
SITE S,c a']e ;1 "= 3 G 'D.e c em, b'e:r 2 6., 2010
- -
GRAP�IhC :SCALE
JOI3N_ MINTO, L.S.- PHONE: '(631), 724-4832 30'
LICENSED PROFESSIONAL-LAND SURVEYOR 0 j5. 3o, 60•,
NC•w YORK STATE LIC. NO. 49866 FAX: (631)� 724-5455- - - - _ - - _ 120
93 S111IT1-rT0TFA(B0ULEVEIRD $ fITIITO.WWN, N.3' 11787
IN FEET' :)
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4'C.I. SEPTIC SYSTEM I I � DRYWELL
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�°°� TYP[rALWINDOWOPENING PLUMBING SCHEMATIC; -ell
; - ExIS NG DEC ; , ' ts'-4" 4-0"±PANEL SPAN EQUAL OR SMALLER
THAN 4 FEET
•�PICALDOOROPENING ' _P 4 ,
_ SCALE: NOT TO SCALE i !/4 BAR
PANEL SPAN GREATER THAN 4 F_ET I I @ 12"OC /
AND EQUAL OR SMALLER
THAN 6 FEET •"01 aw°Y ( I I - _________/_________________________________
TYPICAL MULTIPLE OPENINGS I I I I d d � . � I �
PANEL SPAN GREATER THAN 6 fEET — �' D' - d D• d • I
AND EQUAL OR SM L J-ALLER I _
THAN B FEET
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I I
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING `— '
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOW STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THIOWESS OF 7/16' I RE OVE EXISTI I FLUSH
AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED MR OPENING PROTECTION IN ONE-AND T STORY BUILDINGS.PANELS SMALL BE PRECUT TO �. �-
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION IM9.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL I B I LC d.DOOR AND PATIO _ ' \/
ALL PANELSMUSTION�BE CUT TO SIZE AND READYO USE ON MY NEW WIIION FOR DES NDOWS AND DOORS.SHUTTERS MUSTURE.ALL OPENINGS MUST HWE S BE MARKED FOR WHAT E WHERE OPENINGIT 3 TO VER. WOOD STAIR I � � � �P � 11 Q � \ �-
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N Ir�'
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\ I 2'-10" 2'-1011 L r o s/s L `
LANDING pT�
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Energy Code: 2018 IECC 1 WITH WEATHERSTRIPPINGL T-4"
Location: Mattituck, New York ' UTILITY/ STORAGE , , AND DOOR SWEEP(TYP)
Construction Type: Single-family I 2'-10" 10'-8" 6'-1" ~
Project Type: Addition
Climate Zone: 4 (5331 HDD) R RECREATION AREA
Permit Date: wI J� m FINISHED FLOORING
Permit Number: ' PER OWNERS
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36" AT EACH NEW WINDOW
W D I Fes_ I I O
_ 2x4 WALLS = REPLACE 2X6 SILL PLATE
WINDOW WELL =III=I WITH (3) 2X8 ACQ ON FLAT
r DIMENSIONS DIMENSIONS @ 1 6"OC
LLl R20 INSULATION WINDOW WELL _ = OCCUPANC Y OR
FUEL /rvF�6.-r,vF� /�\ —
::..................! .... _ _ _ _ V 1 MIN. 9 SF =
_ \� 1.!r-e CE!�! - !!_!! Ee.E !l-ie-le-1! !`! !! !€EE!!!!!!!!!I!!t!e1e3leee!!!E!!!!!!!!!!!1!!!!1 ( � I USE IS UNLAWFUL
25'-4" EealE _eeeE: Ei �� �777 .�7777, �������� `�������� - WITHOUT CERTIFIC
TOP VIEW FRONT VIEW U. _ I ®F O
EXISTING BASEMENT WITH WALL WINDOW p PARTIAL SECTION (_ CUPANC,,Y
SCALE: 1/2" = 1'-0"
a ED DRAIN =III=
N a o— a I I ELECTRICAL
NOTES: INSP1-:Cr0N REQUIRE-
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFA:TURER'S SPECIFICATIONS. L
2. DO NOT SCALE DRAWING. D D A� ADS PIPING 1 , �°{
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN D a�D ►�L_ � A
4 PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. D D D D
EXISTING: O
(3)2%IOGIRDER WELLJ 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND EXISTING
2X,0•,6"« !;,; DRAWN: MH/MS
2X6 SILL PLATE APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 3.r, x
PLt1IVIDING
7.9'A TOS.BOJ
5. CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.comlinfo AND ENTER � ^, SCALE:
EXISTING ALL PLU^.�B' G WASfiE Job#:
REFERENCE NUMBER 5021-002. &' WATER LINES NC.ED -' t 10/9/2024
EX DBL HUNGS: 3'-0' 19'•l I'h" 31'-8" 1 I +1 1
NOT EGRESS
CLEAR OPNG:33AX22'A
6 O SF MIN:30X34
' RED.:TW3046.331/8%24-3/4
TE TING EEFOR CO'JER!NG `'
EGRESS WINDOW WELLS SHEET NUMBER:
2062 SINGLE UNIT WELL �►: ��
EXISTING BASEMENT PLAN
SCALE: 1/8fl = 1
'-0 If A- 1
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
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.
KING STUDS IN
T.
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
p BOTTOM PLATE
p HEADER RIDGE LEDGER BATHTUB
°
• DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( )
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
M
METAL STRAP VENTILATION CHANNEL
CRICKET AT TOP-SIDE OF F•-I
RIM BOARD CHIMNEY AS REQUIRED W
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS VMAINTAIN
ENTILATION
M--'1
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE
IN BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPIN3 TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA E--J
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. ONTIN. SCREENED VENT O
., SHALL BE COVERED WITH CORROSION-
4' - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS • PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. aI
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O
8" - 14" LSTA30 1-1 4"x30 180. STRAP AND JACK STUDS" AND SO AS TO MAINTAIN AIR
/ 9 GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4' x 18 a TYDOWN ANCHOR CONNECT TO P14
ON ALL OPENINGS / ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND a
INSTALL 4'0" O.C. '• / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
' FLASHING 4 INCHES
RAFTER
w
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O O
WOOD JOIST
a L��
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING a U
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST W
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ,..,
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18go, STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL '0" O.C.
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE
CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
4
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EAC H STUD
DBL. SILL PLATE O
TERMITE SHIELD SUBFLOOR
SILL GASKET '
WOOD JOISTS CD
' N v
NEOPRENEo
TYP. CONC. FOUNDATON ^ CONC. SLAB GASKET -,�� 2x6 /2x8 CONTINUOUS WOOD PLATE rn 4.;
DAMPPROOF EXTERIOR 6 MIL. POLY e - V� WITH
BOLTED TO STEEL BEAM TH o Lo
6MIL POLY ON EXTERIOR V GRANULAR FILL \, ry �` ( o
1/2 " DIA. BOLTS ® 48" o.c. STAG.
• V STEEL COLUMN I _ �. ' O ` x o
.Q n / CONC. SLAB ° c ' ° d 0 0 .c'• ° \ I - /
ROOF JACK ��� ` id 2
��� 1 u �� STEEL BEAM w
v
o COMPACT FILL ANCHOR BOLT EMBEDMENT: �� 1 �%
r° ° n ° \,Q POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL G '
4 c TOP AND BOTTOM PLATE ns '
'i B LOC K WALL: 15" ` ( ,
ROOFING LAPS �
V ° C ° FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT 4
KEYWAY FOOTING o /� r�
° N CONC. FTG. G SIDES AND TOP 1/2" GROUT C U c
c �0 �'� • ° USE WITH 3x3 SQUARE WASHERS ` �
•
o ° ; O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) N
, v
p REINFORCING BAR 7iil
3" STEEL COLUMN o V4
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATIOPJ 5/8" DIA. ANCHOR BOLT ( 10 KIPS ) �SUPPORTING MAXIMUM SPACING FLASHING LAPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYFICAL CONC. FOUNDATION. APPLY PILASTERS MIN 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING
.
WHERE NEEDED FOR STRUCTURAL BRACING. H
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V
I r SUBFLOOR O
CONC. SLAB 11 DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL
DOORUSE 2XB
FOR B LOC KOUT STEEL BEAM E
4" SLAB
• P.T. PLATE W/ 6X6 WMM SLOPE
4 DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT
' AT AIRS ACE% < 1 (WITH A NAILING PLATE IF NEEDED)
AT HER THAN
ES OF WOOD 1 END AND ), .4
„ ° ° °•° e °e ° • e STEEL TO EBEAM TO 1A 2OW FOR GSHRINKAGE
GRADE ° �I n--=---c�--=--� BEAMS _ o D o' D 'e > '°
Q A e Q e Q o Q t> T= _ a ° Oa a s . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. •�e - - e - - -. e - �, ° _�i I 4 O
M N'. D. 0,o� ,`. ° C 'A �'4 �'� �,I e ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° ° �o —SUB FLOOR
I r
f NOTCH EQUALS 1/4 DEPTH OF BEAM �1 D o
• Q • REINFORCING BAR • D �b REINFORCING BAR a ° -IJ1 ° O°,°'o �o ° _ JOIST
DRAIN TILE ��---►I •° s° SHEET METAL / 30# FELT UNDER BEAM AT POINT 1� • a L,'A Oa � Os ° 11P (� STEEL BEAM
12 p. OF CONTACT WITH CONCRETE OR CONC. BLOCK
o� 3" PLATE (BOLTED TO BEAM) . .,
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �° SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DRAWN: MH/MS
GARAGE DOOR BLOCKOUT t° -� .
P '•�# SCALE:
BEAM POCKET .. .q JOB#:
,., 10/9/2024
• t' SHEET NUMBER:
A-2
fr
i
REVISIONS:
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 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 RESIDENTIAL DWELLING
the number of lOd common nails required JOINT DESCRIPTION Q-1-�, SPACING NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap, q
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)
TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in 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:4-8d COMMO JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
g y p g g p p FRAMING ELEMENTS
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 DESIGN LIVE LOAD(PSF)R301.5
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 WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WAALLSLLS 15 RAFTERS GREATER THAN 3:12 PITCH U180
UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30
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 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO) L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the FIRE ESCAPES 40 MASONRY WALLS (8"THICK) 80
CEILINGS GYPSUM
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 CONCRETE WALLS (6"THICK) 85 (GYPSUM) L/240
accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES PASSANGER VEHICLES 50 (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 LINTELS (SUPPORTING MASONY WALLS) U600 Z
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
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 Q-1-y SPACING 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 DESIGNED FOR EXPOSURE C
specific use expressed or implied in the use of these tans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY ( )
P P P P g p TOP PLATE 2 -16d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE W
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q
P PP STUD O.C. NAIL Sym.: w
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum 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.
such as bookcases, shelving, ant g gypsum�� g q p 16d COMMON SMOKE &CO2 DETECTORS
pantry, closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ►~�
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
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 FLOOD
(MPH)MPH LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES O
QTY. SPACING MODERATE SLIGHT TO _
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18"long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON EACH TOE END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13
poured on 4. inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1
o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( BOTH FIELDS)
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 . 16d COMMO @ @
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD
6 maximum lifts (layers). P P g w
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 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -gd COMMON PER TOE NOTES O O
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY T B REFERRED �
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 PER END O E R F RRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,.a
All fasteners, hangers and anchors to be alvinized or stainless steel. 3 -16d COMMO
the below grade portion of exterior walls prior to backfilling. g g 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,
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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Q
2 . 16d COMMO w a U U
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE. 1 �i W
2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 00
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. H
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION
NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 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 QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE o
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3
6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N G: m 4 q 0
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 X LO
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire ) ) pp g o r+ .�
to girder(s). JOINT DESCRIPTION NAILNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �° ° ° -
and blocking where applicable. QTY. SPACING O x o
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall -� w
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC ) g q v
00
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE be used.
6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with -�
Floors to have ceramic the 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. U M
P P P Y 5d COOLERS � "D -,:I U0
on plans. WALLBOARD 10" O.C . FIELD I 0
2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. o w
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g Y p pp FLOOR SHEATHING:
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR �
HVAC SYSTEM NOTES V OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) Em�
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF �
under all bearingWalls. NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. O
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as 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. ���N� Cn
Cn
needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. d
2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 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 N
CDX exterior sheathin grade plywood. Pl ood to cover over lates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. F'
g g P N^' �^"' P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing d
�� 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,
Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces U
over subfloor as per manufacture's instructions. 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. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE ray
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
2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
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. members,the tabulated number of mails shall be permitted �
P 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.
to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,15 COMPLETE.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
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 1
torch down type material over. and R315 of IRC.
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP DRAWN: MH/MS
AND BASES.USE WITH FLASHING CAPS TO "' '•; '+ i4 . SCALE:
COVER TOP
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10/9/2024
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