HomeMy WebLinkAbout47560-Z �-
o�Og1lfFOt Town of Southold 8/17/2023
P.O.Box 1179
o • 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44461 Date: 8/17/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 440 Sunset Way, Southold
SCTM#: 473889 Sec/Block/Lot: 91.-1-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/16/2022 pursuant to which Building Permit No. 47560 dated 3/17/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations to existing single family dwelling as applied for.
The certificate is issued to LaManque,Donna&Jensen,Michael
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47560 7/28/2023
PLUMBERS CERTIFICATION DATED 3/16/2023 A Feldman
i
t ri ed ignature
o�AFF , TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
y i 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#: 47560 Date: 3/17/2022
Permission is hereby granted to:
LaManque, Donna
114 Spring St
Port Jefferson, NY 11777
To: Construct interior alterations to existing single family dwelling as applied for, with
SCHD sanitary approval and flood permit.
At premises located at:
440 Sunset Way, Southold
SCTM # 473889
Sec/Block/Lot# 91.-1-8
Pursuant to application dated 2/9/2022 and approved by the Building Inspector.
To expire on 9/16/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00
CO-ALTERATION TO DWELLING $50.00
Flood Permit $100.00
Total: $518.00
Building Inspector
OF SOOTyO� - -
'[[�� �# # TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] yid'I'ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMAR S: [
tjite vo AA 4x
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DATE 3 8' ?�4� INSPECTOR
oF so�ryQl
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devlin(Q-town.southold.ny.us
Southold,NY 11971-0959 Q�yCOUAIV'��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Donna LaManque
Address: 440 Sunset Way city:Southold st: NY zip: 11971
Building Permit* 47560 section: 91 Block: 1 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Roman Builders Electrician: License No: 1049270
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 2
Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO2 Detectors 1
Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 6 4'LED Exit Fixtures Sump Pump
Other Equipment: 60A Sub 20 Circuits /4 Used
Notes: Two Story Addition
Inspector Signature: -- ate: July 28, 2023
S.Devlin-Cert Electrical Compliance Form
3/15/23,10:56 AM Inbox(1)
MAR l 1909',
` 1�5LUiiVla aJtO
Toon IiatlAnnex
Tetepho=(631)765-1€802
54375 Main Road Fax(fat)765-9502
P.O.Box 1179
5outhold,NtY 11971-09S9
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: "d" �3 f
Building PermitNo.
Owner. _0 06L—,_A4 N
(Please print) l%
Plumber` N a N
(Please print).
I certify that the solder used in the water supply system contains less than 2110 of I%
least.
(Plumbers Signa[uae)
4 =
sworn to before me this
fay of M ordl, 20
E s
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!Notary Public,S 1 AQ tom- County s
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SANDRA E. CHAPARRO
I notary Pubii4 St•t�. of Ntew York
! O'Jahfied in suf c,11t CountyaQd4
Ct�mmission Expires March 01, T
Sent from my tPhone
212
https:f/myemail.optimum.neUwebmaiYindex-rui.jsp?v=ALTUX 1.0.0-4#lmail
OF SOUTy�Io qqo �/(�
OWN OF SOUTHOLD BUILDING DEPT.
�yco 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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
REMARKS: NJ A 61
N-u�, Agc A I/ C2/on
P24, to 4 o .Nl
DATE INSPECTOR
r4f so 47S760 L4L4 0)
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ �] PRE C/O [ ] RENTAL
T
REMARKS:
7-
DATE INSPECTOR
MAR 2 12023
SUIWIB1G DEPT
TOWN®FS00 irH&D
ryan m. thomas
architect & leed a. p.
Building Department
Town of Southold
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: Pluming certification letter for the previously constructed
addition at the Jensen Residence, located at
440 Sunset Way, Southold, NY 11971
PERMIT No: 47560
Date: March 19th 2023
To whom it may concern,
In connection with the above referenced building permit to construct a second story
addition over the existing dwelling, I offer the following regarding the previously
installed pluming.
The submitted and approved plans for this construction project,was designed in
accordance with the following applicable building and plumbing codes:
2020 Plumbing Code of New York State (PCNYS)
2020 Residential Building Code of New York State (RCNYS).
To the best knowledge of the architect, during the course of construction,the contractor
was able to follow the approved plans and install a.plumbing system that satisfies all
requirements and is installed accordance with the applicable codes as referenced
above.
Sincerely yours, ED RC
5hi
studio: �Ot •�� HAS
Cy
30 sunset drive Q
huntington ny 11743
631 .271 .0442 q "Lo 33'11�Q
e:uglyfurniture@mac.com R n M.Thomas FNeN
A hitect, LEED A.P-BD+C
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o�su4FQLi�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y�
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�ol gaol Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny._oovv
4
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ® �'
PERMIT NO. SLP0 Building Inspector.
MAR 6 2022
Applicatapplications will not be 'accepted.'ons and forms must efilled out in their Where the Appl ctant s not theleteowner,an. BUILDING
TORN OFS®DEPT
U71-10L0
Owner's Authorization form(Page 2)'shall be completed.
Date: 3 -/G a2—
OWNER(S)OF PROPERTY:
Name: CTM#1000-
Project Address: S g-SVNS&r e-141- aol 4 .-
Phone#: Email: /��1E.@ic/Ji✓G�i9. /�!i/!�'��m�JIL,.�,m .
Mailing Address: . !/y �� o� ff/LsoN.
/U y//.7.'77 -
CONTACT PERSON:
Name: ..A/ �i�s�i'✓ ,,00
Mailing Address: s ,� s /dpi t/ � /zs�i✓.. /I/. -�� -
Phone#: Email:
-Ole _ �i�rE,eic.�i✓G^ . �!/l�t'��il'l.��G..C'o�-r
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: d.... titer_ ✓ oi✓ l-.7. 3-
Phone#: — Email:
_.. s._./.�-. 0.7 o as �_Y�i✓� �2/h.i cHirE�T coM .
CONTRACTOR INFORMATION:
Name:
Mailing Address: y3 .Sl¢eAwd /3 llrrarl,* oA✓ IVY l/7 ,3
Phone#: o Email:
Ly.f-_ 7..-.Y� _. ._ . x0 ,✓ /t- GRS �l�oTMA/L,...Co/►'I
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition Nb teration ❑Repair ❑Demolition Estimated Cost of Project:
[--]other $ 4/0 -6 0/<
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes &NIO,
1
PROPERTY INFORMATION
Existing use of property: Vhe,�rq� Intended use of property: ,2ts,.o�rT.rt_
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 9<o IF YES, PROVIDE A COPY.
ET'Che- Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,'
.additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): �Jicy,�F/ 2�✓��.-� ❑Authorized Agent caner
Signature of Applicant: G^' `C Date: 3
STATE OF NEW YORK) CONNIE D.BUNCH
Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF ) Qualified in Suffolk County��
Commission Expires April 14,2 0)
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 and belief, and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
,I,
(o� Mm—d)of U 9 1 —(/Y 1 , 20_�
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
l .
COUNTY OF SUFFOLK
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD,MPH
Commissioner
SANITARY REPLACEMENT/RETROFIT ACKNOWLEDGEMENT
Letter in Lieu of Inspector Certification
Prepared by: Emily Efstration
Environmental.Analyst
Date: January 11,2021
Subject: Donna LaManque and Michael Jensen
(SIP Apgl. ID 4242)
Address: 440 Sunset.Way;',S0t7TH0LD;NY:1.1971
The Suffolk County Department of Health Services Office of Wastewater Management has verified a
catastrophic failure of the:preexisting.sewage disposal system:on the above referenced property and has
satisfactorily,completed a sanitary system replacement./retrofit to an I/A OWTS. The replacement/
retrofit to an UA OWTS was performed in,accordance with the Department's Replacement-and Retrofit
Standards and reported electronically to the Department through the Septic Haulers Information Portal
(SHIP)which launched on August 5, 2019.
If you have any questions or comments regarding this I/A OWTS installation please call 631-852-5459.
Sincerely,, ' /
REPLACEMENTOF FAILED SANITARY SYSTEM
1'rY 1 WITH AN I/A OWTS HAS BEEN COMPLETED
Justin P Jobin Reclaim - u r Water
Environmental Projects Coordinator
DIVISION OF ENVIRONMENTAL QUALITY
PublicHealth 360 Yaphank Avenue, Suite 213,Yaphank NY 11980(631) 852-5750 Fax(631)852-5760
Preven[.Promote.Protcc[.
��O��gOFFO(K�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
y�o ao� Telephone (631) 765-1802 https://www.southoldtoMMU.gov
Floodplain Development Permit Application
PROPERTY INFORMATION: Flood Zone: FIRM Panel: SCTM#1000-
Address: U .Sva.s
City: So uTM Zip'
CONTACT PERSON: _ Name: C/ rL Phone#:
Mailing Address:
PROJECT DESCRIPTION:
T,ei r &AA-o47 19A60 I�6A1 a c r T 2Nr
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)
Type of Structure . Type of Structural Activity
FT'Residential(1 to 4 families) ❑New structure
❑ Residential(more than 4 families) ❑ Demolition of existing structure
❑ Combined use ❑ Replacement of existing structure
❑Non-residential ❑Relocation of existing structure
❑ Elevated ❑Addition to existing structure
❑ Flood proofed(attach certification) Kf�rlteration to existing structure
❑ Manufactured Home ❑ Other:
❑Located on individual lot
❑ Located in manufactured home park
SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY)-,
❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging
❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑ Watercourse alteration (attach description)
❑ Excavation (not related to a structured development) ❑ Other development not listed (specify):
By signing below I agree to the terms and conditions of this.permit and certify to the best of my knowledge the information contained
in this application is true and accurate:.) understand that no work may start until a permit is issued.The permit may be revoked if any
false-statements are made herein. If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied
untila Cert.of Compliance is issued.The,permit will expire if no work is commenced within one year of issuance.Other permits may be
required to fulfill regulatory requirements..Applicant gives consent to local authority or representative to flake reasonable inspections
to verify compliance.
Application Submitted By(print name):
Signature of Applicant: Date:
el
�a
Glenn Goldsmith,President q s® Town Hall Hall Annex
® _ ®
A.Nicholas Krupski,Vice President � 54375 Route 25P.O.Box 1179,
John M. Bredemeyer III Southold,New York.11911
Michael J.Domino Telephone(631) 765-1892
Greg Williams �'® ® �® Fax(631) 765-6641
C®U11 ,�` t
BOARD OF TOWN TRUSTEES
DEC 14 2021
TOWN OF SOUTHOLD TOWN OF G BUILDINGDEPT
CERTIFICATE OF COMPLIANCE
# 1881C Date: December 6, 2021
THIS CERTIFIES that the installation of an I/A OWTS septic s stem;
At .440 Sunset Way, Southold
Suffolk County Tax Map #1000-91-1-8
Conforms to.the application for a Trustees Permit heretofore filed in this
office Dated November 5, 2021 pursuant to which Trustees Administrative Permit#10024A
Dated November 17, 2021,was issued and conforms to all
f
the requirements and conditions of the applicable provisions of law. The project
-for which this certificate is being issued is
for the installation of an I/A OWTS septic stem:
The certificate is issued to.Michael Jensen&Donna La Mggque'owhers-of the
aforesaid property.
Authorized Signature
Suffolk County Department of Health Services
Office of Wastewater Nlanagement
360 Yaphank Avenue.Suite 2C
Yaphank,New Fork 11980
(631)852-5700 OR HealthWWN1(d'sufrolkcounhay.gov
CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER
Leave blank any items that are not applicable to the installation. **.4 sewage disposal system sketch along with
location measurements from at least two building corners must be provided on the back,or on a separate sheet
and attached to this form**
IHealth Department Reference Number: SHIP ID 20-01145
Suffolk Tax Map#• Dist: 1000 Sect(s) 91 Blk(s) I Lot(s) 8
Proiect Name or Address: :440Sunset Wav,Southold NY 11971
Applicant/Homeowner Name: Michael Jensen and Donna Lamangue
Date of System Installation:
UA 06YTS TREATMENT UNIT SEPTIC TANK
'Make and Model: A dg `On A.ps-oo L Volume(gallons):
Rated Daily Treatmeht Capacity(gallons): S:5-0 Material: [ ] Concrete, [ ] Fiberglass/Plastic
Material: .[}Concrete [ ] Fiberglass/Plastic Shape: [ ] Rectangular, [ ] Cylindrical
( Top: [ ] Slab, [ ] Traffic Slab,'[ ]'Dome .
DISTRIBUTION LEACHING POOLS(f applicable) Name of Tank Manufacturer:
Number of Pools ®t*xe.0 i
Diameter and Effective Depth GREASE TRAP
Top: [ ] Slab [ ] Traffic Slab [ ] Dome Volume (gallons):
. Name of Precast'Manufacturer: Material: [ ].Concrete. [] FiberglassiPlastic`
Top: [ ] Slab, [J Traffic Slab, [].Dome
LEACHING POOLS/GALLEYS Name of Tank Manufacturer:
Total Number of Pools/Galleys (0 G—,lIem S
If OTHER LEACHING STRUCTURES
Diameter/Dimensions and Effective Depth 1, . r1
Top: [ ] Slab /[J Traffic Slab [ ] Dome Make and Model (if'applicable),
[ ] N/A
Irl k--Total Linear Feet of Leaching Structure(s):
Name of Precast Manufacturer: L-a L�) .
COVERS AND LIDS
Installed covers comply with current standards (secondary safety device installed if cover Weight less than
(Olbs.) NhYes [ ] N/A
I hereby certify that the subsurface sewage disp sal >ystem components described herein.have been installed by me in accordance with the
approved plans andlor standards of i Sulfiolkgbunty Depaptment of Health Services as well as any other municipal agency requirements:and
any and all mechanicaUeiectrical c p en �Liave bec ted and arc operational in accordance with manufacturer's recommendations.
11t;t.,iicc'�.Si=�Iraturc; ,U<t(� x-11 _ �2�1
1
-Installer's Name: John Cra,dell
-Company Name: A&A Sewer and Drain Maintenance Inc Phone 631-N9-1599
-Company Address 12 Whitewood Drive Rocky Point NY 11778
Consumer Affairs Liquid Waste License Number and endorsentent(s): 544401-W
*'IN ADDITION TO.9BOVE, C0,11PLETE BELOW FOR SAMT.-IR Y REPLACEMEYT/RETROFIT ONLY.
In addition to the above information. I hereby iN that this OWTS repiacement or retrofit meets the Department Replacement'Retrotit
Standards. and that other alternativ s are twi en 'ironmentally Feasible. I aiso certify that this O TS rcpt-acement or retrofit installation
represents an improvement to exisyfri�sewa�e sposal ys�en ondttion;.
i
Installers Name: Joh4randell
THIS DOC'L:%IF.`T NIL'S-f Co�TAIN ORI(,I-N:\I. SIGNATURE.~ FROM THE INSTALLER
AV A-
Poor, A P 56o c
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A&A SEWER AND DRAIN
MAINTENANCE, INC.
(516) 4914738
AASEWERAN DDRAINMAINTENANCE_COM
AASEWERDRAIN66MAIL.COM
Suffolk County Department of Health Services
Office of Wastewater Management
3.60 Yaphank Avenue, Suite 2C, Yaphank, New York 11980
(631) 852-5700 OR HesithWWM(a suiTolkeountyny.gov
CERTIFICATION OF CONSTRUCTED WORKS BV DESIGN PROFESSIONAL
Health Department Reference Number.
Suffolk Testi.Map 9 : Dist. 11000 Sect(s) 91
Project Name/Address:-- - y�o SvX46 ` vA-Y So✓TnoL-p /vy _ 1091 , --
Applicant/Property Owtier Name 11 t c H KEL 'IE Nl E W
ITEMS BEING CERTIFIED (Check all that apply)
Community Sewer Lincs,and/or Community Sewer Collection System Components
[ j Retaining Walls,(installcd as part of the sewage disposal system)
[ ewage Pump Station/Valve Chamber
V Subsurface Sewage,Disposal System and,all Related Components tSepuc wank,gru&W trap,leaching.systen I/A OWIS.ixc..t
If Applicable---I/A OWTS Manufacturer: Model- Amc–$00
[ J Sewage Treatment Plant and all Related Components
[ J Abandonment of Pre-existing Sewage.Disposal.System Components
j J Abandonment of Pre-existing Water Supply Components
[✓f.Other OsQrtic-0 Ont .`s,1rkpoW mwp. co#.a.4 T- t;'!►" i+rP LXAGtt"_ s49a11
.4? ,
As the hicensed Professional .Engineer.or.Architect, 1.or qualified personnel under rri.4- direct supervision, have
inspected the work.spccified above in accordance with the Now York State Education La v, and(check one):
( V I hereby certify that all material and work conforms to approved plans and permit conditions,and/or standards issued
pursuant to the St�olk County Sanitary Code, (Attach airy inspection or test reports required by the,Dcpaitnxnt.)
( J 1 hereby certify that all material and work conforms to approved plans;and permit conditions, and/or standards:issucd;
pursuant to the StiHblk County Sanitary Code, except as described-in my attached addenduth.(Also attach any inspection ;
or test reports required by the Department.)
INDICATE BELOW IF THIS PROJECT INVOLVED THE BEST-FIT REPLACEMENT/RETROFIT OF AN EXISTING
SEWAGE DISPOSAL SYSTEM
[ J I hereby certify that this sewage disposal system installation has been performed as a Best-Fit Replacement/Retroftt and
conforms with the appropriate Standards to the greatest extent possible. and that other alternatives are not
environmentally feasible. I also cenify that the protection of public health and the environment was given priority over
all other considerations,and this OWTS installation represents an improvement to existing sewage disposal conditions
Engineer's/Architect' signature:
Print Name— ft°I�A� 0"Y-'4 IPE _ —
Liccnse Number: 04`f P73 �AT Ga
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ccw
ry
When inspections are required,this certification shall not b d 1't by personnel of the Department.
THIS DOCUMENT MUST CONTA TUBE
FES V3
WWM-073 (05/19)
;fc�uFEU1�r BUILDING DEPARTMENT=Electrical Inspector
TOWN OF SOUTHOLD
1,
Town Hall Annex -.'54375 Main Road - PO Bax 1179 "
Southold,, New York 11'971-0959, -
, fw p�1� Telephone.(631) 765-1802 - FAX (631) 765-9502
roQen @southoidtown_y.gov - seand�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Intormation.Required) Date: .3
Company Name:. �c V?bh'OL' /,dC
Electrician's Name: : A cco N4j
License No.: ;o y y ago Elec. erdail: , oM/! u���t NoTirt�i o m
-
Elec. Phone No: .. /, �- 673, El I,request an email copy of,Certificate of Compliance"
Elec. Address.: tytwj,,
JOB SITE INFORMATION (Ail Information Required)"
Name:
Address: 541/0 s 4/ f -1✓i7
Cross Street: -
Phone No.: 0/3/-. YO -o GJ'.
BIdg.Permit.#: y7-r email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): j
s r,oA7�� . , No Naz✓ sw.i7-cnej,' ' A//?6nV
o�rc� Jrrr,2 a N sw1rz1i�l uFs-rnASquare Footage7T
Circle All That Apply: -
Is job ready for inspection?: YES NO Rough In F
Final
po.you need a Temp Certificate?: YES-F,;�N0 Issued On
Temp Information: (All,information required)'
Service Size E1 Ph a3 Ph Size: :A #Meters Old.Meter#
,4 0,Ne' w Service0 Fire'ReconnectQFlood Reconnect E]Service Reconnect ElJndergrourid Overhead
#.Undergrou'nd Laterals 1 -12 n4H Frame Pale Work done on Service?. Y N
Additional Information:
PAYMENT DUE WITH APPLICATION. l .
rock /6V6t/..
PERMIT 9 Address:
Switches .`
Outlets S�k- II
GFI's
Surface
Sconces I
HHsI
UC Lts
Fans Fridge HW
Exhaust Oven WAD
Smokes �I DW Mini
Carbon
Micro Generator
Combo Cooktop Transfer
AC AH Hood Service
Amps .Have Used
Special: v �G
1
Comments
Dwyer, Nancy
From: Dwyer, Nancy
Sent: Thursday, February 10, 2022 9:57 AM
To: americanwaymike@gmail.com'
Subject: 440 Sunset Way
Good morning,
I am reviewing the amended drawings, indicating the 4th bedroom,which were dropped off earlier.
The drawings handed in are missing quite a bit of info and are insufficient for this proposed work. Please have your
design professional prepare plans which include: /
-framing details and info for how this floor area will be constructed s�
-show a building section of the newly created room,with heights cif the knee wall and ceiling .�
-the windows which are existing are not egress.compliant and will need to be changed to meet code f
-transom windows along the side will need to be tempered glass ✓'
-please give room dimensions and call out door sizes
-indicate smoke/co detectors &I***
-provide light and vent calculations for the bedroom
-additionally, please provide a drawing which is not a marked up photo copy of our older drawing file, and which is
printed to scale and legible ✓
If you or your design professional have any questions, please feel free to reach out to the building department.
Upon receipt of the revised drawings, I'll be able to further review your requested permit amendment.
Thank you,
Nancy D7vye1-
Building Permits Examiner
Town of Southold Building Department
Annex Building
54375 Main Road
Southold,NY 11971
(631) 765-1802
1
2/2/22
Below is Plan showing proposed Bedroom#4 and Family Room Addition. This area was formerly open to below(first floor kitchen and dining room had cathedral ceiling).
Note: Health Department approval and plans for Bedroom#3 were previously submitted in October 2021 (as part of Permit#47226).
Jensen/LaManque
440 Sunset Way
Southold, NY 11971
Thank you!
Michael Jensen
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• No exterior work necessary or proposed for this project.
• All construction shall meet the requirements of the codes of New York State and the Town of Southold.
co RA /Il" 4 WI I/l 0"/s �, ,
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2/2/22
Below is Plan showing proposed Bedroom#4 and Family Room Addition. This area was formerly open to below(first floor kitchen and dining room had cathedral ceiling).
Note: Health Department approval and plans for Bedroom#3 were previously submitted in October 2021 (as part of Permit#47226).
Jensen/LaManque
440 Sunset Way
Southold, NY 11971
Thank you!
Michael Jensen
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2/2/22
Below is Plan showing proposed Bedroom#4 and Family Room Addition. This area was formerly open to below(first floor kitchen and dining room had cathedral ceiling).
Note: Health Department approval and plans for Bedroom#3 were previously submitted in October 2021 (as part of Permit#47226).
Jensen/LaManque
440 Sunset Way
Southold, NY 11971
Thank you! .
Michael Jensen
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Below is Plan showing proposed Bedroom#4 and Family Room Addition. This area was formerly open to below(first floor kitchen and dining room had cathedral ceiling).
Note: Health Department approval and plans for Bedroom#3 were previously submitted in October 2021 (as part of Permit#47226).
Jensen/LaManque
440 Sunset Way
Southold, NY 11971
Thankyou!
Michael Jensen
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a FEB 9 2022
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APPROVED AS NOTED O C C U PAN CY OR
DATE:3 - .)9 B,p.# L I 6 USE IS UNLAWFUL
FEE: �� ABY:` WITHOUT CERTIFICATE
NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY
765-1802 8 AM TO 4 PM FOR THE
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1. FOUNDATION TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH =-FRAMING & PLUMBING
3. INSULATION
4. FINAL,`'
CONSTRUCTION MUST COMPLY WITH.ALL CODES Or
BE COMPLETE FOR C:O: NEW YORKSTATE & TOW
CODES .
ALL CONSTRUCTION SHALL-MEET THE
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STATE.. NOT RESPONSIBLE FOR 1L.SOUTHOIDTOWN ZBA
DESIGN OR .CONSTRUCTION ERRORS. SOtJTHTOWN PLANNING BOARD
SOMOLD TOWN TRUSTEES'
N:Y.S..DEC
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TRUSS PLACARDING REQUIRED
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CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
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$. 2020 NYS RESIDENTIAL DESIGN CRITERIA GENERAL NOTES
STRUCTURE REQUIREMENTS FOUNDATION NOTES ADDITION OVER EXISTING SPACE COMPLIANCE L I S T O F D R A W I N G S
�+ 1. ALL FOUNDATIONS ARE TO BE INSTALLED IN ACCORDANCE WITH CHAPTER 4 OF THE t. ALL WORK TO CONFORM TO BUILDING&RESIDENTIAL CODE OF THE STATE OF NEW YORK,
WIND LOAD) (BUILDING COMPONENTS ONLY) RESIDENTIAL CODE OF NEW YORK STATE. 1. THIS ADDITION HAS BEEN DESIGNED TO BE IN COMPLIANCE WITH THE PROVISIONS TOWN OF SOUTHOLD BUILDING CODE,NATIONAL ELECTRIC CODE AND ANY OTHER AUTHORITIES
OF THIS CODE.EXCEPT WHERE NOTED BY THESE CONSTRUCTION DOCUMENTS,ALL HAVING JURISDICTION.
2. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES REFER TO FOUNDATION WORK. UNALTERED PORTIONS OF THE EXISTING BUILDINGSHALL NOT BE REQUIRED TO BE
GG N COVER SHEET/GENERAL NOTES
LOADS ARE CALCULATED FOR AN ENCLOSED STRUCTURE BASED ON A 130 MPH DESIGN MODIFIED TO COMPLY WITH THIS CODE. 2. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS SHALL BE USED FOR
WIND SPEED.ALL SIDES OF THE STRUCTURE ARE ASSIGNED THE WORST EXPOSURE FACTOR LAYERING OUT THE WORK. C 10 1 EXISTING PLOT PLAN &CALCS.
FOR THE SITE AS LISTED BELOW. CONSTRUCTION NOTES 2. THIS ADDITION DOES NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE L�
EXISTING BUILDING. 3. OWNER IS ACTING AS GENERAL CONTRACTOR.
WIND LOAD DESIGN DATA REQUIRED SECTION 1. ALL BUILT WORK WITHIN THIS PROPOSED PROJECT SHALL COMPLY WITH THE FRAMING AND A 1 02 FOUNDATION PLAN AND NOTES ® ("9
WIND EXPOSURE FACTOR B R301.2.1.4 BUILDING ASSEMBLY PROVISIONS AS LAID OUT IN THE 2020 RESIDENTIAL CODE OF NEW 3. ANY REPAIR WORK OR ALTERATIONS WITHIN THE EXISTING RESIDENCE TO WHICH THIS 4. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL REQUIRED PERMITS&
END ZONE WIDTH: 16.7 FT. R301.2(2) ADDITION IS BEING CONSTRUCTED,IS TO COMPLY WITH THE APPLICABLE APPROVALS PRIOR TO STARTING ANY WORK.
YORK STATE,CHAPTERS 5 THROUGH 10.REFER TO FRAMING DETAILS WITH THESE CONTRACT Al 03 l st FLOOR CONSTRUCTION PLAN VAR 16 2022
HEIGHT AND EXPOSURE FACTOR ROOF HT.15.50' 1.00 R301.2(3) REQUIREMENTS OF THE CODE AND IS TO BE INSTALLED AS DETAILED WITHIN THESE
DOCUMENTSin
. CONSTRUCTION DOCUMENTS. 5. ANY DISCREPANCIES IN THE PLANS,SPECIFICATIONS, NOTES,DETAILS OR THE SIZES,SPACING AND BUILDING DEPT
BASIC WIND SPEED 130 MPH R301.2(5)a DIRECTION OF EXISTING FRAMING SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT A104 2nd FLOOR FRAMING PLAN TOWN OF SOUTHOI
2. ALL WORK IS TO ALSO COMPLY WITH PART IV: ENERGY CONSERVATION PROVISIONS AS _[?BEFORE PROCEEDING WITH THE WORK.
SUBJECT PROPERTY IS IN A WIND BORNE DEBRIS REGION AS PER DESCRIBED WITH CHAPTER 11 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.REFER 4. IN ACCORDANCE WITH FIRE AND LIFE-SAFETY PROTECTION,SMOKE AND CARBON
SECTION R301.2.1.2 OF THE BUILDING CODE OF NEW YORK STATE TO SHEET G100 FOR ALL INFORMATION AND SEALING REQUIREMENTS. MONOXIDE ALARMS ARE TO BE PROVIDED AS PART OF THIS ADDITION.REFER TO Al 05 2nd FLOOR CONSTRUCTION PLAN
CONSTRUCTION PLANS FOR ALL REQUIRED LOCATIONS AND ADDITIONAL 6. DRAWINGS ARE NOT TO BE SCALED,ONLY FIGURED DIMENSIONS ARE TO BE USED.
REQUIREMENTS. 7. CONTRACTOR/OWNER TO VERIFY ANY GRADE CHANGES, DISCREPANCIES WITH THE PLANS MUST BE A306 BUILDING SECTION AND NOTES
MECHANICAL NOTES 5. THE EXISTING STRUCTURE SUPPORTING THE PROPOSED NEW ADDITION IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK.
SNOW LOADS (BUILDING COMPONENTS ONLY) MODIFIED AS NOTED ON THESE PLANS TO SATISFYTHE NEW PROPOSED NEW LOADS. A307 BUILDING SECTION AND NOTES
SNOW LOAD DESIGN DATA SECTION R301.2.6 1. ALL WORK OF THIS PROPOSED PROJECT SHALL COMPLY WITH THE PART V:MECHANICAL 8. CONTRACTOR/OWNER IS RESPONSIBLE TO OBTAIN ALL REQUIRED INSPECTIONS. p
WOOD FRAMED CONSTRUCTION,COLD-FORMED STEEL FRAMED CONSTRUCTION MASONRY CODE OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERS 12 THROUGH 24. 6. ALL
REQUIREMENTS EMENTTS OF°CHAP CHTHE APTER12OR A NEW MECHANICAL SYSTEM WITHOUTTING MECHANICAL SYSTEM SHALL CONFORM 9. CONTRACTOR/OWNER IS TO VERIFY WITH UTILITY COMPANY THE LOCATIONS OF ANY PIPES,TANKS A508 BUILDING DETAILS AND NOTES
AND CONCRETE CONSTRUCTION IN REGIONS WITH GROUND SNOW LOADS OF 70psf OR LESS, OR UTILITIES THAT MAY BE IN CONCEALED SPACES OR UNDERGROUND. IF ANY EXISTS THEY ARE TO BE
SHALL BE IN ACCORDANCE WITH CHAPTER 5,CHAPTER 6 AND CHAPTER 8.BUILDING IN 2. ALL NEW BOILER ROOMS ARE TO FINISHED WITHY2'TYPE"X"GYPSUM BOARD AROUND ALL REQUIRING THE EXISTING MECHANICAL SYSTEM TO COMPLY WITH ALL THE
REGIONS WITH GROUND SNOW LOADS GREATER THAN 70 psf.SHALL BE DESIGNED IN WALL AND CEILING SURFACES.TAPE,SPACKLE,SAND AND PAINT.ENSURE A SMOKE TIGHT REQUIREMENTS OF THE CODE.THE EXISTING MECHANICAL SYSTEM SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK.
ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND ASCE 7. WALL CONSTRUCTION.UPON BOILER ROOM COMPLETION INSTALL SMOKE AND CARBON EVALUATED FOR ADEQUACY BY A QUALIFIED INDUSTRY PERSONNEL OR A
MONOXIDE DETECTORS. REGISTERED DESIGN PROFESSIONAL.THIS ADDITION SHALL NOT CAUSE THE EXISTING 10. THE CONTRACTOR SHALL BRACE,SHORE REINFORCE,AND/OR UNDERPIN ALL NEIGHBORING
SYSTEM TO BECOME UNSAFE,HAZARDOUS OR OVERLOADED.ALL WORK IS TO BE STRUCTURES AS REQUIRED FOR SAFE OPERATION.
GROUND SNOW LOADS LIVE LOAD FIGURE R301.2(6) 3. COORDINATE ALL EQUIPMENT SIZES,EXHAUST,AND FRESH AIR REQUIREMENTS WITH ACCOMPLISHED BY A LICENSED HVAC CONTRACTOR REVISION DATES
GROUND SNOW LOAD* (LONG ISLAND) 20 psf MANUFACTURER PRIOR TO THE START OF ANY WORK.NOTIFY THE ARCHITECT OF ANY 11. ALL SITE DEVELOPMENT INCLUDING RETAINING SIDEWALKS,PLANTINGS,ETC.BY OTHERS.
DISCREPANCIES. 7. ADDITIONS TO THE PLUMBING SYSTEM SHALL CONFORM TO THE REQUIREMENTS FOR
*DENOTES ADDITIONAL DRIFT SURCHARGE TO BE ADDED TO LOW ROOF LOADS. A NEW PLUMBING SYSTEM WITHOUT REQUIRING THE EXISTING PLUMBING SYSTEM TO 12. CURBS,CURB CUTS,AND PAVING MUST CONFORM WITH ALL REGULATIONS AND REQUIREMENTS OF
COMPLY WITH ALL THE REQUIREMENTS OF THE CODE.THIS ADDITION SHALL NOT THE DEPARTMENT OF PUBLIC WORKS
CAUSE THE EXISTING SYSTEM TO BECOME UNSAFE,HAZARDOUS OR OVERLOADED.
PLUMBING NOTES 13, CONTRACTOR/OWNER SHALL MAINTAIN WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY
STRUCTURAL DESIGN LOADS All WORK IS TO BE ACCOMPLISHED BY A LICENSED PLUMBER. THE TOWN.
UNIFORM DISTRIBUTED LIVE LOAD TABLE TABLE R301.5 1. ALL PLUMBING WORK IS TO BE PERFORMED BY A LICENSED PLUMBER.A SEPARATE 8. THIS PROPOSED ADDITION WILL HAVE NO ADVERSE EFFECT ON THE EXISTING
SPACE / USE DEAD LOAD LIVE LOAD MUNICIPALITY LICENSE MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY. SANITARY DISPOSAL SYSTEM AND WILL OPERATE AS ORIGINALLY DESIGNED.THE 14. ALL SITE DEVELOPMENT,ALL LABOR,MATERIALS AND CONSTRUCTION SHALL COMPLY AND
ATTICS WITHOUT STORAGE 10 psf EXISTING HOUSE IS CURRENTLY CONNECTED TO A MUNICIPAL SEWER SYSTEM. CONFORM WITH ALL CURRENT RULES,REGULATIONS,CODES,AND LOCAL AUTHORITIES HAVING
ATTICS WITH LIMITED STORAGE 20 psf 2, PLUMBING/HEATING CONTRACTOR IS RESPONSIBLE TO UPGRADE THE EXISTING SERVICE TO JURISDICTION OVER THE WORK DESIGN CRITERIA:
'. ATTICS WITH FIXED STAIRS 30 psf PROVIDE ADEQUATE UPGRADE TO EXISTING HEATING SYSTEM TO HANDEL ALL PROPOSED 9. ANY REQUIRED ADDITIONS/MODIFICATIONS TO THE EXISTING ELECTRICAL SYSTEM
DECKS 40 psf NEW LOADS. SHALL BE MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTERS 33 THROUGH 2020 RESIDENTIAL BUILDING CODE OF NEW YORK 2020 RESIDENTIAL CODE OF NEW YORK STATE
EXTERIOR BALCONIES 40 psf 3. AS PER CODE-A PLUMBING INSPECTION CERTIFICATE IS REQUIRED FOR ALL NEW WORK. 42.WHERE ANY ADDITIONS SUBJECT PORTIONS OF EXISTING SYSTEMS TO LOADS 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE STRUCTURAL DESIGN CRITERIA
FIRE ESCAPES 40 psf EXCEEDING THOSE PERMITTED HEREIN,SUCH PORTIONS SHALL BE MADE TO COMPLY
GUARDRAILS AND HANDRAILS 200 psf 4. PLUMBING CONTRACTOR IS REQUIRED TO VISIT THE SITE AND REVIEW ALL EXISTING SERVICES WITH CHAPTERS 34 THROUGH 44. 15. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE WORK,
AND HIS RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS.CONTROLLED INSPECTIONS IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,THE FOLLOWING
GUARD IN FILL COMPONENTS 50 psf PRIOR TO THE START OF ALL WORK. ARE TO BE BY OTHERS. PARAMETERS AND DESIGN LOADS WERE UTILIZED IN THE STRUCTURAL ANALYSIS OF THIS PROJECT
PASSENGER VEHICLE GARAGES 50 psf
ROOMS OTHER THAN SLEEPING 40 psf 5. ALL WORK OF THIS PROPOSED PROJECT SHALL COMPLY WITH THE PART VI:PLUMBING CODE
SLEEPING ROOMS 30 psf OF THE 2020 RESIDENTIAL CODE IF NEW YORK STATE,CHAPTERS 25 THROUGH 33. WINDOW NOTES. 16. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR FITTING 1. BUILDING AND STRUCTURES,AND ALL PARTS THEREOF,SHALL BE CONSTRUCTED TO SAFELY
NEW CIRR\STRUCTION TO EXISTING CONDITIONS.NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, ROOF LOADS,FLOOD LOADS,
STAIRS 40 psf l ALL NEW WINDOWS TO BE INSULATED LOW"E"GLASS,VINYL WINDOWS WITH U=0.28 SNOW LOADS,WIND AND SEISMIC LOADS AS PRESCRIBED BY THE CURRENT CODE.
SNOW LOAD* .20 psf 17. ALL GYPSUM BOARD TO BE 1/2"TAPERED EDGE"SHEETROOC,TAPED AND SPACKLED (THREE COATS),
FLOORS 10 psf 2. ALL NEW WINDOWS ARE TO ACHIEVE A MINIMUM OR EQUAL,UNLESS OTHERWISE NOTED ON DRAWING. 2. THE CONSTRUCTION OF BUILDING AND STRUCTURES SHALL RESULT IN A SYSTEM THAT
ATTICS 10 psf ELECTRICAL NOTES SHGC=0.32 AZED FENESTRATION FACTOR OF PROVIDES A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR
ROOFS 15 psf 18. ALL GLAZING SIZES ARE INDICATED ON THE PLANS AND ELEVATIONS.INSTALL AS PER MANUFACTU ZES POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.
t. ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICIAN.A SEPARATE 3. ALL NEW WINDOWS TO BE INSTALLED TO MEET DP25 RATING. SPECIFICATIONS.ALL WINDOWS SHALL BE INSULATED,HIGH PERFORMANCE GLASS UNLESS
REFER TO DRAWINGS FOR ADDITIONAL INFORMATION MUNICIPALITY LICENSE MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY. OTHERWISE NOTED. y:
*DENOTES ADDITIONAL DRIFT SURCHARGE TO BE ADDED TO LOW ROOF LOAD. 4. ALL NEW WINDOWS ARE TO BE MANUFACTURED 3Y ANDERSON OR APPROVED
NOTE:THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH AF&PA WOOD FRAME 2. ALL NEW ELECTRIC WORK IS TO BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC EQUAL AND SHALL BE CONSTRUCTED WITH%"INSULATED GLASS.THE OWNER 19, ALL ROOFING SYSTEMS/COVERINGS ARE TO BE SELECTED BY THE OWNER SHALL BE CLASSIFIED AS THESE DRAWINGS HAVE BEEN PREPARED FOR AND ARE LIMITED
CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS
CODE,NFPA 72 AND ALL OTHER GOVERNING AGENCIES. RESERVES THE RIGHT TO SELECT ALL WINDOW AND DOOR HARDWARE.COORDINATE TYPE A OR B.
PRIOR TO ORDERING. TO THE SPECIFIC PROJECT INDICATED AND ARE AN INSTRUMENT
3. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO UPGRADE THE EXISTING SERVICE TO PROVIDE 20. ALL STRUCTURAL STEEL SHALL BE MIN.60,000 P.S.I. OF SERVICE AND THE PROPERTY OF:
STRUCTURAL DESIGN LOADS ADEQUATE ELECTRICAL SERVICE FOR PROPOSED LOADS.ELECTRICAL CONTRACTOR 5. CONTRACTOR SHALL INSTALL ALL WINDOWS COMPLETE WITH BUT NOT LIMITED TO,
REQUIRED TO DESIGN ALL NEW CIRCUITING AND POWER PANELS. INSECT SCREENS,GRILLS,JAMB EXTENSIONS,TRIM,ETC. 21. ALL SMOKE-DETECTING ALARM DEVICES ARE TO BE INSTALLED IN CONFORMITY WITH THE 2020 RCNYS rya n m. t h o m a s, architect, I e e d a p
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE TABLE 301.7 AND SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SLEEPING SPACE AND
STRUCTURAL MEMBER ALLOWABLE DEFLECTION 4. AS PER CODE-AN ELECTRICAL INSPECTION CERTIFICATE IS REQUIRED FOR ALL NEW WORK. 6. IF THE PROJECT LIES INSIDE THE WIND BORNE DEBRIS AREA(1 MILE FROM THE WATER) ON EACH FLOOR LEVEL AND SHALL BE LOCATED ON OR NEAR THE CEILING AS PER CODE SECTION INFRINGEMENT OR USE OF THIS DOCUMENT AND OR ALTERATION
R314.
RAFTERS HAVING SLOPES GRATER THAN (3/12) ALL GLAZING IS TO BE IMPACT RESISTANT AS REQUIRED BY THE CODE. OR REPRODUCTION OF THIS DOCUMENT IS PROHIBITED WITHOUT
WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 5. ELECTRICAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND REVIEW ALL EXISTING SERVICES
INTERIOR WALLS AND PARTITIONS H/1$0 PRIOR TO THE START OF ALL WORK. 7. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY ALL NEW WINDOW AND DOOR 22e PROVIDE FLASHING AT ALL ROOFS,WALL,OR OTHER INTERSECTIONS,OVERHEAD OF ALL OPENINGS THE WRITTEN CONSENT OF THE ARCHITECT.ANY DUPLICATION,
FLOORS L/360 SIZES PRIOR TO ORDERING.ANY DISCREPANCIES ARE TO BE BROUGHT TO THE AND UNDER SILLS OF ALL WINDOWS AND DOORS. CAULK ALL JOINTS EXPOSED TO WEATHER. MODIFICATION OR USE THEREOF FOR ANY OTHER PROJECT
CEILINGS WITH BRITTLE FINISHES (PLASTER) L/360 4. COORDINATE WITH THE OWNER FOR LOCATIONS OF PHONE,CABLE TV,COMPUTER,SPEAKER, ATTENTION OF THE ARCHITECT.
INTERCOM WIRING,ETC.
CEILINGS WITH FLEXIBLE FINISHES (GYP.BD.) L/240 23. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND INSPECTED BY THE WITHOUT WRITTEN CONSENT OF THE ARCHITECT IS EXPRESSLY
•
ALL OTHER STRUCTURAL MEMBERS L/240 5. ALL WORK OF THIS PROPOSED PROJECT SHALL COMPLY WITH THE PART VII:ELECTRICAL CODE 8. ALL WINDOWS ARE TO BE FLASHED TO THE SURRCUNDING WALL.INSTALL BOARD OF FIRE UNDERWRITERS AS PER THE N. PROHIBITED.PROHIBITED. ANY UNAUTHORIZED USE SHALL BE DEEMED
EXTERIOR WALL WITH PLASTER OR STUCCO FINISH H/360 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERS 34 THROUGH 43. CONTINUOUS PEEL AND STICK FLASHING INSTALLED AROUND ENTIRE PERIMETER.START 24. ALL PLUMBING SHALL BE INSTALLED BY A LICENSED PLUMBER TO CURRENT CODE. ACKNOWLEDGEMENT BY SUCH USER THAT A FEE SHALL BE
EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES(STUCCO) H/360 FROM THE BASE OF THE WINDOW AND WORK UP TOWARD THE WINDOW HEAD.ALL
EXTERIOR WALLS-WIND LOADS*WITH OTHER BRITTLE FINISHES H/240 6. REFER TO"E"PLANS FOR ALL OTHER ELECTRICAL REQUIREMENTS. UPPER FLASHING IS TO OVERLAP AND COVER THE LOWER. PAYABLE TO THE ARCHITECT.
EXTERIOR WALLS-WIND LOADS*WITH FLEXIBLE FINISHES H/120
REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - TABLE R301 .2(1)
ALL DEFLECTIONS ARE BASED ON LIVE LOADS ONLY. TYPICAL STAIR NOTES THERMAL AND MOISTURE PROTECTION NOTES
NOTE:L=SPAN LENGTH,H=SPAN HEIGHT
ad*THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND 1. ALL EGRESS STAIRWAYS ARE NOT TO BE LESS THAN 36"WIDE.HANDRAILS ARE 1. PROVIDE TWO(2) LAYERS OF 15#ASPHALT SATURATED FELT BUILDING PAPER OVER ❑ �S ❑ WIND V Z : SUBJECT TO DAMAGE FROM w Z I C E S H I E L D w ❑ ❑ °G O' X Z
CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ALLOWED TO ENCROACH CLEAR AREA BY 4Y2'ON EITHER SIDE OF THE STAIR. PLYWOOD AT ROOF AND EXTERIOR SHEATHING.UNLESS OTHERWISE NOTED. = O Q W I N D O z �"- O Q Z w Q z
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2. THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY 2. PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS AT JUNCTION WITH � Z O GRAPHIC W I N D - �- WEATHERING L I N E T E RMI.E - w w W w
FROM THE SLOPED PLANE FROM ADJOINING ADJACENT STAIR TREADS. EXTERIOR WALLS AND WHERE TWO DISSIMILAR MATERIALS MEET. 0 H � (MPH ) EFFECTS REGION REGION h ❑ U DEPTH � ❑ � REQUIREMENT H � = Q � Z
STRU CTU RE DESIGN CRITERIA 3. THE MAXIMUM VERTICAL RISE OF A FLIGHT OF STAIRS WITHOUT A LANDING SHALL NOT 3. PROVIDE TROWEL ON DAMPROOFING ON ALL FOUNDATION WALLS FROM FINISHED
lrr...'. EXCEED 147"(12'-3") GRADE DOWN TO BOTTOM OF FOOTING. 20 PSF 130 NO NO �� C SEVERE 3-4' M-H 11 SUFF, YES NA 452 SUFF. 52.9
1. ALL WORK AS DESCRIBED WITHIN THESE PLANS SHALL BE CONSTRUCTED TO SAFELY
SUPPORT ALL LOADS,INCLUDING ALL DEAD LOADS,LIVE LOADS,ROOF LOADS,SNOW 4. THE OVERALL RISER HEIGHT SHALL NOT EXCEED 8Y4'HIGH.THE RISER IS TO BE 4. PROVIDE A 2 MIL.POLY VAPOR BARRIER ON THE INTERIOR FACE OF ALL EXTERIOR WALLS designed b
LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED IN THE CURRENT NEW YORK MEASURED VERTICALLY BETWEEN LEADING EDGES OF ADJACENT TREADS.THE AND CEILINGS.UNLESS OTHERWISE NOTED. y: project:
STATE BUILDING CODE. GREATEST RISER SHALL NOT EXCEED THE SMALLEST RISER BY MORE THAN%" 5. PROVIDE CONTINUOUS INSULATION BAFFLES IN ALLCATHEDRAL CEILINGS AND AT ALL rya n m. tho m as PROPOSED SECOND FLOOR ADDITION
2. THE CONSTRUCTION OF ALL STRUCTURES,BUILDINGS,AND ADDITIONS SHALL BEEAVES.
CONSTRUCTED IN SUCH A FASHION THAT RESULTS IN A SYSTEM THAT PROVIDES A 5, THE TREAD DEPTH SHALL BE A MINIMUM OF 10"WIDE.
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COMPLETE AND CONTINUOUS LOAD PATH THAT CLEARLY TRANSFERS ALL LOADS 6. PROVIDE INSULATION ON ALL PIPING WITHIN UNHEATED SPACES,I.E.BASEMENT,ATTIC, a, `" {;
FROM THEIR POINT OF ORIGIN THROUGH THE LOAD RESISTING ELEMENTS DOWN TO 6. ALL NOSING PROJECTIONS SHALL NOT BE GREATER THAN Y4"AND SHALL NOT HAVE A ETC. � �',.x studio: for Mr. MICHAEL J ENSEN
THE FOUNDATION. ALL POINT LOADS ARE TO BEAR DIRECTLY ON ENGINEERED RADIUS GREATER THAN/6' '
HEADERS OR COLUMNS.ANY POINT LOAD THAT IS NOT INDICATED ON THESE 7. PROVIDE 8"CONCEALED FLASHING AT ALL ROOFS,PENETRATIONS,VALLEYS,HIPS,WALLS, 30 sunset drive
DRAWINGS ARE TO BE BROUGHT TO THE ATTENTION TO THE ARCHITECT. 7. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. OR OTHER INTERSECTIONS,OVERHEAD OF ALL OPENINGS AND UNDER SILLS OF ALL
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THE LANDING WIDTH SHALL NOT BE LESS THAN THE WIDTH OF THE FLIGHT SERVED.THE WINDOWS AND DOORS. ALL FLASHING IS TO BE CONTINUOUS ALUMINUM,WITH A hunting y ton k 11743 date: MARCH 8 2022
3. IN LIEU OF THE FRAMING REQUIREMENTS AS DESCRIBED WITHIN THE CURRENT MINIMUM LANDING WIDTH SHALL NOT BE LESS THAN 36"WIDE. MINIMUM OF 8"COVER ALONG BOTH SURFACES.STEP ALL FLASHING AS NECESSARY TOf 1 sheet number:
RESIDENTIAL CODE,THE CONTRACTOR WILL BE ALLOWED TO INSTALL ALL NEW WOOD ACHIEVE PROPER FLASHING PROTECTION.CAULK ALL JOINTS EXPOSED TO WEATHER. ..,. C Restwood i 0442 drawn by: RMT
FRAMING MEMBERS IN ACCORDANCE WITH THE 2018 AF&PA WOOD FRAME 8, A MINIMUM OF ONE HANDRAIL IS TO BE PROVIDED FOR EACH CONTINUOUS RUN OF °(
' 8. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ENERGY CONSERVATION
CONSTRUCTION MANUAL(WFCM)AS PER PRESIDENTIAL CODE R301.1.1.NAILING TREADS OR FLIGHT WITH FOUR OR MORE STAIRS.HANDRAILS ARE TO BE INSTALLED SUFFOLK COUNTY AREA CODE (631) scale: -
SCHEDULE HAS BEEN INCLUDED WITHIN THESE DOCUMENTS.REFER TO CHART FOR ALL BETWEEN 34"AND 38"MEASURED VERTICALLY FROM THE SLOPED PLANE BETWEEN CONSTRUCTION CODE(ECCCCNYS) USING THE SIMPLIFIED PRESCRIPTIVE REQUIREMENTS c. 516.807.0225
REQUIRED NAILING.TYPICAL THROUGHOUT. ADJOINING ADJACENT STIR TREADS METHOD. revision date: -
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SECTION 91'00 1. ALL DIMENSIONS AND STRUCTURE LOCATIONS AS DESCRIBED ON THESE PLANS HAVE BEEN
BLOCK 01.00 BASED UPON AN EXISTING SURVEY PROVIDED BY THE OWNER AND ARE ASSUMED TO BE
LOT 08.00 CORRECT.
ZONING RES 2. THE CONTRACTOR IS TO BE REQUIRED TO VERIFY ALL INDICATED SITE DIMENSIONS,CONDITIONS
OCCUPANCY 1-FAMILY AND SITE LINE OFFSETS PRIOR TO THE COMMENCEMENT OF ANY WORK.IF A CONFLICT EXISTS
EXISTING CONSTRUCTION TYPE (5)V THE CONTRACTOR SHALL NOTIFY THE ARCHITECT TO ALLEVIATE SUCH A CONFLICT.
NEW CONSTRUCTION TYPE (S)V 3. THE CONTRACTOR IS REQUIRED TO DETERMINE AND VERIFY ALL LOCATIONS OF ALL EXISTING
UTILITIES,SEPTIC/SEWER,WATER PIPING,SPRINKLERS AND ANY OTHER RELATED ITEMS UNDER
THIS IS AN ARCHITECTS PLOT PLAN AND IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. GROUND PRIOR TO THE START OF ANY WORK.
THIS PLOT PLAN IS NOT A LEGAL SURVEY.SITE PROPERTY LINE INFORMATION WAS OBTAINED FROM 4. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED WORK ARE TO BE REMOVED AND
SURVEY PREPARED BY:
HOMEPORT ENGINEERING P.C. RELOCATED BY THIS CONTRACTOR.THE FINAL POSITION OF ANY RELOCATED UTILITIES ARE
SUBJECT TO FINAL APPROVAL BY THE OWNER AND ANOTHER AGENCY HAVING JURISDICTION.
P.O.BOX 1111 SETAUKET,NY 11733 - DATED: NOVEMBER 18, 2020
5. WHERE AN UNFORESEEN SITE CONDITION RESULTS IN A MODIFICATION TO THE APPROVED
PLANS AS DESCRIBED WITHIN THESE DOCUMENTS IS REQUIRED TO BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR EVALUATION AND RESOLUTION.
FOOTPRINT OF STRUCTURE IS NOT
6. THE CONTRACTOR WILL BE RESPONSIBLE AND SHALL ASSUME ALL LIABILITY OF ANY WORK THAT
CHANGING POST CONSTRUCTION
CONTINUES ON A MODIFIED DESIGN WITHOUT ARCHITECTS AND TOWNSHIPS APPROVAL.ANY
COST THAT WILL BE INCURRED TO CORRECT THE UNAPPROVED WORK WILL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
SEPTIC / SEWER NOTE 7, CONTRACTOR SHALL PROTECT ALL ADJACENT CONCRETE,TREES, WALKS,FENCES AND
BUILDING WALLS FROM ANY DAMAGE.CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ALL
DAMAGED AREAS WITH NEW AT THEIR SOLE COST.
THE PROPOSED ADDITION TO THE EXISTING HOUSE WILL HAVE NO ADVERSE AFFECT TO THE EXISTING
,1° 1 �� SANITARY SYSTEM (INSTALLED IN 2020).THE EXISTING SEPTIC SYSTEM FOR THIS LOT HAS BEEN 8. NEW GRASS INFILL SHALL CONSIST OF A min.OF 6"SCREENED TOP SOIL GRADED TO MEET
100.22' N 04 -29 - 19 E ORIGINALLY DESIGNED FOR THE EXISTING 3-4 BEDROOM HOUSE AND THE PROPOSED HOUSE WILL ADJACENT GRADES.RAKE SMOOTH AND SEED.ALL DAMAGED AREAS SHALL BE REPLACED
CONTINUE TO SATISFY THE 3-4 BEDROOM CLASSIFICATION AS DESCRIBED BY THE SUFFOLK COUNTY WITH NEW AT THE CONTRACTORS COST.
' :E�;fSTfiVG BULKHEAD:TIE:LINEAL01�4G:BULKHEADj°: HEALTH DEPARTMENT.NO INDUSTRIAL WASTE DISCHARGE FROM THE STRUCTURE,EXCEPT THE SANITARY
° . ` WASTE DISCHARGE AS APPROVED BY THE SUFFOLK COUNTY WILL RESULT FROM THIS ADDITION. 9. FINAL PAVEMENT SELECTIONS ARE TO BE DETERMINED BY THE OWNER AND SHALL BE INSTALLED
AS PER THE MANUFACTURES RECOMMENDATIONS E DATIONS AND GUIDELINES.
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sheet number:ton new ork 11743 drawn by:0442 RMT
SUFFOLK COUNTY AREA CODE (631) scale:
c. 516.807.0225 %�!o I
e. RYAN@RMTARCHITECT.COM revision date:
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FOUNDATION PLAN LEGEND
41'-9" EXISTING FOUNDATION WALL AND FTGS.
PROTECT FROM ALL DAMAGE.
27-5" 14'-4" —
EXISTING FOUNDATION REMOVAL
REMOVE EXISTING FOUNDATION WALL AND FOOTINGS.PREP
L L FOR INSTALLATION OF NEW AND PROTECT REMAINING WALLS
FROM ALL DAMAGE.
4
® STRUCTURAL COLUMN / POST
I (FOUNDATION PLAN)
� I
— — — — — — — — — — — — — — — — PROPOSED FOUNDATION CONSTRUCTION
8"CONCRETE FOUNDATION WALL WITH (2) #5 BARS TOP AND
BOTTOM AND (1) #5 BARS VERTICALLY 36"O.C.AT A MINIMUM.
(REFER TO DETAILS). INSTALL ALL OTHER RE-BAR AS NOTED ON THE
�lC DRAWINGS.NEW WALL IS TO REST ON NEW 20"WIDE x 8"DEEP
CONTINUOUS FOOTINGS (UNLESS NOTED OTHER WISE).MINIMUM
DEPTH SHALL BE-3'-8"BELOW GRADE.REFER TO DETAILS FOR EXACT
j I I I REQUIREMENTS.
° EXISTING
w 7 . PROPOSED FOUNDATION FOOTING
z � Fid-1
v CRAWL SPACE I : . 24"WIDE CONCRETE FOOTING.
LU � TOTAL: 250 SgFt. I I I I N REFER TO DETAILS FOR ALL INFORMATION.
NO WORK
O I I 4 TYPICAL CONCRETE NOTES
W m I I 1. ALL CONCRETE IS TO BE INSTALLED AS PER THE PROVISIONS OF THE NEW YORK STATE RESIDENTIAL
BUILDING CODE AND SHALL CONFORM WITH THE LATEST EDITION OF THE AMERICAN CONCRETE
INSTITUTE(ACI)318.
It/7 2. SHALL BEA MINIMUM F'C 3500 PSI (AT 28 DAYS) FOR FOOTINGS,FOUNDATION WALLS AND SLAB.
3. ALL CONCRETE THAT IS EXPOSED TO THE WEATHER IS TO BE AIR ENTRAINED.
I I I 4. ALL REINFORCEMENT BARS AND MESH ARE TO BE INSTALLED WITH PROPER N
EXISTING I I I CONCRETE
COVERAGE(PER LOCATION)AS DESCRIBED IN THE LATEST ACI SPECIFICATION.INCLUDE ALL
O C RAW LS PACE I I I REQUIRED STEEL CHAIRS AND TIES TO ALLOW FOR PROPER INSTALLATION.
Z TOTAL: 576 SgFt. I 5. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL STRENGTH
N U I IN ALL CONCRETE WALLS AND SLABS.
Q I
UJ u, 6. CONTRACTOR IS TO INSTALL ALL REINFORCING STEEL IN ACCORDANCE WITH C.R.S.I.RULES AND
LC
EXISTING WOOD c� I SHALL BE ASTM-A615 GRADE 60 DEFORMED BARS.
HEADER (TO REMAIN) c�
I - 7. FOOTING SHALL BEAR ON ON DISTURBED SOIL WITH A MINIMUM SOIL BEARING CAPACITY OF
I ® -- r � 0--- �•—y -- ---� + -" —' = 1.5 TONS PER SQUARE FOOT.
—1 `�-J— + �-- -- 8. IF DURING EXCAVATION THE CONTRACTOR EXPOSED WET SOIL, POOR SOIL,OR LOAM SOIL,A
SOIL BORING MUST BE TAKEN IN THE FRONT AND REAR OF THE PROPERTY.ALL UNSUITABLE SOIL
�— —� --� °K° MUST BE REMOVED AS PART OF THE PROJECT.INSTALL WITH NEW ENGINEERED FILL IN 6"LIFTS
_ COMPACTED TO 95%MODIFIED
EXISTING COLUMNS AND I 13'8" PROCTOR DENSITY.
ASSOCIATED 2x2 FOOTINGS ARE TO 9. A SOILS ENGINEER SHALL BE RETAINED BY THIS CONTRACTOR TO EXAMINE THE SOIL AT
REMAIN.PROTECT FROM DAMAGE. I PROPOSED FOOTING BOTTOM AND CONFIRM IN WRITING THAT ALL DESIGN ASSUMPTIONS ARE
.,'
CORRECT.
EXISTING O EXISTING WOOD HEADER (TO REMAIN) INSTALL NEW 2'x2'x18"DEEP
CONCRETE FOOTING UNDER
z o I Q 10. THE CONTRACTOR SHALL PROVIDE CONCRETE MIX REPORTS AND COMPACTION TEST RESULTS
r I I N NEW COLUMN LOCATION. _
EXISTING 8"DEEP I LOCATE FOOTING TO NOT a TO ENSURE CONCRETE WILL ACHIEVE INDICATED DESIGN STRENGTH.
" w FOOTING (ASSUMED)I INTERFERE WITH EXISTING I ( 11. REPRESENTATIVE CONCRETE TEST CYLINDERS SHALL BETAKEN FROM THE CONCRETE PLACED
EXISTING 8"FOUNDATION
FOOTINGS.VERIFY IN FIELD. EACH DAY.ALL TESTING SHALL BE PERFORMED AT 7 AND 28 DAYS.
I
WALL(ASSUMED) I 12. COORDINATE THE PROPER LOCATION OF ALL REQUIRED SLEEVES,INSERTS,ETC.WITH OTHER
TRADES BEFORE ANY FOUNDATIONS ARE INSTALLED.
I13. ALL CONCRETE FOUNDATIONS ARE TO BE POURED IN ONE OPERATION AT ALL INDICATED
DEPTHS AND THICKNESS.CONSTRUCTION DAY POUR JOINTS ARE ONLY TO BE LOCATED IN MID
I FOOTING SPAN AND ALL REINFORCING IS TO EXTEND PAST THE JOINT FOR A LENGTH OF 24"
MINIMUM.KEY AND ROUGHEN ALL JOINTS TO EXPOSE AGGREGATE TO ACHIEVE PROPER
CHEMICAL BOND WITH THE NEXT POUR.NOTE:NO HORIZONTAL JOINTS WILL BE ACCEPTED IN
Z U ANY PERIMETER WALLS.
N D EXISTING 8"DIA PIER WITH 25.5" 14. FINAL TOP OF WALL ELEVATION MAY VARY.COORDINATE ALL NEW FLOOR JOIST BEARING
x X `O BIG FOOTING TO REMAIN.
"' N 17'-1ELEVATIONS.
" PROTECT FROM ALL DAMAGE.
`d TYPICAL AT 4 LOCATIONS. 15. FINAL SLAB ELEVATIONS MAY VARY DEPENDING ON FINAL FINISH SELECTION.COORDINATE ALL
FINISHES WITH OWNER PRIOR TO THE START OF WORK AND MODIFY ELEVATIONS AS REQUIRED.
-- 16. ALL NON-SHRINK GROUT SHALL BE NON-FERROUS AND SHALL ATTAIN A STRENGTH OF 4000 PSI IN
7 DAYS.
17. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES REFER TO FOUNDATION WORK,
' 7.. 6-9" 13'-5" 6-9"
7" designed by: project:
26' 1" ryan m. thomas PROPOSED SECOND FLOOR ADDITION
EDAfZC, architect & leed ap at 440 SUNSET WAY SOUTHOLD NY 11971
FOUNDATION PLAN � A $ studio: for Mr. MICHAEL JENSEN
SCALE: 1/4"= 1'-0"
30 sunset drive
_htmfington new york 11743 date: MARCH 8 2022 sheet number:
4 � C Restwood 1 0442 drawn by: RMT
SUFFOLK COUNTY AREA CODE (631) scale:
c. 516.807.0225
A 1 02
R e. RYAN@RMTARCHITECT.COM revision date:77!7 77 -
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CONSTRUCTION LEGEND
EXISTING WALL TO BE REMOVED
- 77771 EXISTING WALL TO REMAIN
PROPOSED EXTERIOR WALL CONSTRUCTION
2"x 4"WOOD STUDS @ 16"O.C., (1)2x4 SOLE PLATE, (2) 2x4 TOP
'''•: PLATES,WITH (1) LAYER 5/8"CDX PLYWOOD SHEATHING(U.O.N.)
(EXTERIOR SIDE)AND�'GYPSUM BOARD(INTERIOR SIDE),TYPICAL
BOTH SIDES.FILL ALL VOIDS WITH R-15 BATT INSULATION.
EXISTING EXISTING EXISTING EXISTING EXISTING
WINDOW WINDOW WINDOW WINDOW WINDOW PROPOSED INTERIOR WALL CONSTRUCTION
DHT2TW28810 TW28410 DHT2810 DHT2810 DHT2810 f 1 2"x 4"WOOD STUDS @ 16"O.C., (1)2x4 SOLE PLATE, (2) 2x4 TOP
rwzsalo rw2salo Twzaalo TW28410 rw2aaio PLATES,WITH (1) LAYER OF�'GYPSUM BOARD.TAPE SPACKLE
zo PRIME AND PAINT AS PER OWNER.
WO
STRUCTURAL HEADER
O 3 0 0 (CONSTRUCTION PLAN)
ZOoov
Gpa�
W 3 0� REFER TO TYPICAL DETAILS ON
Z 15'B" 11'-2" 13'-3" z FRAMING DETAIL SHEET TYPICAL BOLTED LEDGER
O O AT ALL PROPOSED COLUMN LOCATIONS. �'
0 3 0 0 = (CONSTRUCTION PLAN)
zo�4
Q W 0 3 EXISTING EXISTING Q
EXISTING HEATING
c ® STRUCTURAL COLUMN / POST
M BEDROOM No.1 GARAGE LU MODIFICATION NOTE
(CONSTRUCTION PLAN)
0 AREA 152 sf. AREA 320 sf. °' O OWNER WILL BE RESPONSIBLE TO HIRE A
LU EXISTING NO WORK NO WORK LU LICENSED PLUMBING/HEATING CONTRACTOR
W LIVING ROOM w AND HOT WAT RSYYSTTEMSTOINSTALL AND MODIFY TA COM HEATING TYPICAL FRAMING NOTES
N o AREA 302 sf. NEW LAYOUT.ALL TRADES ARE RESPONSIBLE TO
LL NO WORK ? COORDINATE ALL WORK. TYPICAL 1. JOIST SIZES AND SPACING GIVEN FOR DOUGLAS FIR-LARCH #2
THROUGHOUT ALL SPACES.
p p Fb= 900 PSI (1035 PSI REPETITIVE)
UJ z m FV= 95 PSI
U, Q EXISTING Zce I - - - - - - - - - - - - - I UJ Q E = 1.6x10 6
REFER TO SECTIONS FOR ALL NEW
O DOOR 3°x68 X o I O U Q FLOOR FRAMING REQUIREMENTS. NOTE: VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED.
Wo
2. EXISTING WOOD FRAMING ASSUMED TO BE DOUG FIR Fb-1250 PSI REPETITIVE.
Q z O m SINK/ TOILET SHOWER
o N N Q INSTALL NEW WALL EXTERIOR WALL TO
r� N W 3 Q 3 VANITY N " ALIGN WITH EXISTING.VERIFY EXISTING 3. ALL ANTHONY POWER BEAM (PB) HEADERS ARE TO BE 3000 Fb-2.1E-300 Fv.REFER TO
',..,." Z O O O 0 E I Z p O WALL WIDTH IN FIELD AND ADJUST NEW PLANS FOR ALL REQUIRED SIZES.ALL NEW HEADERS ARE TO HAVE A MINIMUM OF 3"
_ U_ _ U_ WALL ASSEMBLY TO MATCH WIDTH.NOTIFY BEARING U.O.N.USE EXTERIOR GRADE AT ALL EXTERIOR APPLICATIONS.
to z n0 I I
z w z o n EXI N 0 3 (j Z w THE ARCHITECT OF ANY DISCREPANCIES.
�- o —+ O _ �-' 4. GLUE LAMINATED LUMBER BY GEORGIA PACIFIC LVL=2.0E SP,WOOD 1 BEAMS TO BE WI 40
X O X z=3 3'-0" i 1'9" TOILET X U Z X O PRI 40 SERIES BY GEORGIA PACIFIC,SPACING AS PER PLANS. REFER TO THE
W w w LDOOR EXISTING W I I W w EXISTING EXTERIOR WALL MANUFACTURERS PUBLISHED INSTALLATION SPECIFICATIONS FOR BEARING,NAILING,
• SIDING (BY OWNER) BRACING,ETC,FIELD MODIFICATION TO ANY MEMBER WILL NOT BE PERMITTED.
(1-800-BUILD-GP)
• J'CDX PLYWOOD SHEATHING WITH
EXISTING 5. THE DESIGN LIVE LOAD IN LIVING AREAS IS 40 PSF(DL=IOPSF). ATTIC LIVE LOAD IS 20 PSF
FRIDGE R-5 RIGID INSULATION DL=10 PSF). ROOF LIVE LOAD IS 20 PSF DL=10 PSF ROOF SPANS AND SPANS IN LIVING
• (2)2x6 TOP PLATES ( ( )•
Q z 9'-2" 3'-4" z • 2x6 STUDS @ 16"o.c. AREAS ARE LIMITED TO A DEFLECTION OF 1/360.
W O NEW COLUMN. W Q • R-21 INSULATION
to REFER N ISLANDEXISTIN � • 2x4 SOLE PLATE 6. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD-TIED INTO
O Q FRAMING PLAN. ISLAND SDQrc o O ~ • 112"GYPSUM BOARD
01 STEEL COLUMN FRAMING Q FOUNDATION WALLS WITH Y2'DIA. GALVANIZED ANCHOR BOLTS 8'-0"O.C. (12"MAX FROM
O (' Z °J INSTALL NEW 3 'X 3 "X 8"HSS STEEL COLUMN WITH WELDED Q ALL CORNERS) WITH 12"EMBEDMENT. GROUT SILL PLATE TO FOUNDATION WALL.
� Q �AA Z LLJ EXISTING AA BASE AND CAP PLATES.EXTEND FROM FOOTING UP TO O EXISTING EXTERIOR WALL IS TO ONLY BE
A-306 UNDERSIDE OF NEW HEADER. 18"DEEP CONCRETE FOOTING MODIFIED AS NEEDED TO ACCEPT NEW 7• ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE STOPPED WITH WOOD
A-306 O 3 0 o y U Q DINING ROOM STRUCTURE.TAKE CARE AND PROTECT BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED TO PREVENT DRAFTS
z o o, in w UNDER NEW COLJMN LOCATION.LOCATE COLUMN SO IT FROM ALL DAMAGE.
V— O o N o W . AREA 195sf. LL O FROM ONE SPACE TO ANOTHER.
z= X 4 DOES NOT INTERFERE WITH EXISTING STRUCTURE.VERIFY FINAL
O O W3:0 3 LL' o LOCATION IN FIELD.REFER TO ADDITIONAL DETAILS FOR O O 8. PROVIDE BRIDGING 8'-0"O.C.MAX. (SOLID BLOCKING) IN ALL FLOORS AND CEILINGS.
Z up ADDITIONAL REQJIREMENTS. Z —1 FINISH NOTE: U.O.N.
C� oo u—
O z o� Q ALL INDICATED CABINETS,APPLIANCES,ETC.
H° 10'2" ;n EXISTING STAIR AMD EXISTING STRUCTURE IS TO REMAIN. [] ARE TO BE SELECTED BY THE OWNER.FINAL 9. NOTCHES FOR PIPING IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED ONE SIXTH
�. Z x_=3 0 EXI STAIR F--
Q w 3 0 z CK in REFER TO FRAMING PLAN.NEW SECOND FLOOR THE DEPTH OF THE JOIST AND SHALL NOT BE PERMITTED IN THE MIDDLE THIRD OF THE SPAN.
o PLATFORM Z LOCATIONS MAY VARY.CONTRACTOR IS TO
X o ADDISON IS TO BEAR ON NEW STRUCTURE THAT HAS Q VERIFY ACTUAL CABINET ORDER WITH OWNER
U O W° NEW DIRECT LOAD PATH DOWN TO FOUNDATIONS. U O PRIOR TO THE START OF CONSTRUCTION. 10. HOLES BORED IN JOISTS FOR PIPING OR ELECTRICAL CABLES SHOULD NOT BE CLOSER THAT
O U _ O U TWO INCHES TO THE TOP OR THE BOTTOM OF THE JOIST AND THE DIAMETER OF THE HOLE
z z SHALL NOT EXCEED ONE FOURTH THE DEPTH OF THE JOIST.
W �
W ALL FINAL FINISH FLOORING IS TO BE SELECTED
J V) 0 4 J BY THE OWNER.THIS CONTRACTOR WILL BE 11• DOUBLE JOISTS UNDER ALL BATHROOMS AND PARTITIONS RUNNING PARALLEL WITH THE
771 LINE OF EXISTING SECOND FLOOR ABOVE _ _ RESPONSIBLE TO ADJUST ALL INDICATED JOISTS.
EXISTING EXISTING EXISTING WINDOW AND 2x12 WINDOW HEADERS ARE FLOOR ELEVATIONS TO ALLOW FOR CORRECT
WINDOW WINDOW TO REMAIN. PROTECT FROM ALL DAMAGE. INSTALLATION OF ALL FINISHES.ALL FLOORING 12• ALL FLOOR (STAIRS)AND ROOF(DORMERS AND SKYLIGHT) OPENING ARE TO BE FRAMED
DHT2810 DHT2810 q IS TO BE INSTALLED IN ACCORDANCE WITH THE WITH DOUBLE HEADERS AND TRIMMERS. FULLY JOINED WITH STEEL BRIDGES OR'TECOS".
TW28410 TW28410 EXISTING MANUFACTURERS RECOMMENDATIONS,
BB R/O PORCH cc INCLUDING ALL REQUIRED PREP WORK AND 13, VENTILATION OF ATTIC SPACES IS REQUIRED. BLOCKING AND BRIDGING SHOULD BE
A-307 A-307 EXISTING 4X4 POST IS TO REMAIN. ANY UNDERLAYMENTS. ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR.
AREA 195sf.
p ❑ ❑ ❑ PROVIDE ALL WOOD WINDOW CASING AND 14. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN IDENTIFYING MARK OF AN
SILL,WALL BASE MOLDING AND DOOR APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS DELIVERY AT THE SITE.
CASING&TRIM. VERIFY STYLE&FINISH WITH
OWNER
�„ 6'-9" 13'-5" 6'-9„ T' designed by: project:
28ran m. thomas PROPOSED SECOND FLOOR ADDITION
aAC� architect & leed ap at 440 SUNSET WAY SOUTHOLD NY 11971
�0 ° d �• studio: for Mr. MICHAEL JENSEN
FIRST FLOOR CONSTRUCTION PLAN
30 sunset drive
SCALE: 1/4"= 1'-0° huntin ton new ork 11743 date: MARCH 8 2022
9 Y sheet number:
CRe$twoodl 0442 drawn by: RMT
NeN
SUFFOLK COUNTY AREA CODE (631) scale:
C.516.807.0225
e. RYAN@RMTARCHITECT.COM revision date: -
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NAILING SCHEDULE FOR STRUCTURAL MEMBERS - TABLE 3.1
STRUCTURAL NEW JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING
COMMON NAILS BOX NAILS
COLUMN
OPEN EXISTING WALL UP ROOF FRAMING
AND INSTALL
(1) V'x 5�'LVL COLUMN.
RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER RAFTER
COLUMN IS TO BEAR
DIRECTLY ON EXISTINGCEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST
r. POURED CONCRETE
FOUNDATION WALL. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP
PROVIDE SOLID BLOCKING CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP
AT COLUMN THIRD POINTS
AND FASTEN TO THE COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) (SEE TABLE 3.6A) PER TIE
ADJACENT STUD BAYS. BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-1 Od EACH END
RIM BOARD TO RAFTER (END-NAILED) 2-16d 2-16d EACH END
WALL FRAMING
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d (1) 2-16d (1) PER FOOT
TOP PLATES AT INTERSECTION (FACE-NAILED)
4-16d 5-16d JOISTS- EACH SIDE
STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"o.c.
zz HEADER TO HEADER (FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES
Q O
Q EXISTING EXISTING Q TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD
LU
LIVING ROOM GARAGE
O I AREA 320 sf. O BTM.PLATE TO FLOOR JOISTS,BAND JOIST,END JOIST 2-16d (1) (2)
2-16d 1 2 PER FOOT
H AREA 302 sf. 0 ...
LU
NO WORK NO WORK w O ( )
Q Q OR BLOCKING(FACE-NAILED)
i I I I w
W FLOOR FRAMING
_
UJ z
W z JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-1 Od PER JOIST
QZ) cz I — — — — — — — — — — I = Q BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-1 Od EACH END
O �- I N I I p U Q BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-1 Od EACH END
_17O O ( _ BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK
N 00 N LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST
z O � -oro I I I � � lzJ p W JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-1 Od PER JOIST
;'.
z w
I W N I , I I Z w BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST
: ( ( I I X X BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16d (1) 3-16d PER FOOT
� �
W wO I I W LU a_
ROOF SHEATHING
N
%///i STRUCTURAL PANELS8d 10d (SEE TABLE 3.10)
�/ / / / / /j NEW 3 "X 3 "X 8HSS STEEL COLUMN. DIAGONAL BOARD SHEATHING
Z / ,"/ /� -' ' /` . REFER TO DETAILS.W BOLTED LEDGER i% /RI
� rf/j/ //�/' °'i" " ;';i ° �`a r I
p %��% /./ `"%' W " "OR 1k 8
' " 2-8d 2-
@ 16"O.C. p_ 1 x 6lOd PER SUPPORT
STAGGERED. '10 �„ CONTINUOUS STRUCTURAL HEADER 1"x 10"OR WIDER 3-8d 3-1 Od PER SUPPORT
ALIGN
BOLTS �„`///?,r;�/•�/,/,f„/.�"i/i/i%/°"%'�F/'/f��i�-�/,/-/'''/'j,'mo'rr,"�.%.y C%%,,�{;„'/j./r//�/j/;�//%�/1:'�/;.�;/%//��%�r.��.j'//'`;.//j��/f'/r/�/�aj:r,/j.//./%/��,%���/j/�'%;i//�//,i'///%f/,4:,/,.�'�Yr�,,/`'J//�i%/,.�j//r,/,,r�:'/''/Sj/je/�'j,i///>���'��f�.''d./,'`',f//%//f//'/,//'�j p 'j/,.,.:�//';'/,,///<sji///f r�./��/r_/,�//�/r'' /�//9'✓,/:�, r/„.ir.;i � z.
( ) "x1
8"DEEP ANTHONY PB
—
L0n
O WITH EXISTING FASTEN NEW FLOOR JOIST WITH JOIST HANGERS. O L
CEILING S
H
EATH
IN
GWALL STUDS. /y 0 ALIGN NEW FINISHED SECOND FLOOR TO MATCH
Q TYPICAL AT BOTH L J,/ "10 EXISTING. Q
CL SIDES. GYPSUM WALLBOARD
5D COOLERS 5D COOLERS 7"EDGE 10”FIE
L
D
O / % LL INSTALL DBL JOIST AT EXISTING STAIR OPENING AND UNDER
O
ALL SECOND FLOOR WALL LOCATIONS. pO • 3 z WALL SHEATHING
-4°
0-1
J zJ
O STRUCTURAL PANELS 8d lOd (SEE TABLE 3.11)`� AFIBERBOARD PANELS 1/1411, �
Q EXISTING
7/16' 6D(3) 3"EDGE/b"FIELDO WINDOW
3 J"X 5�'LVL COLUMN,EACH SIDE. U/ p
1
U HEADERS ARE TO r 1 25/32" 8d (3) - 3"EDGE/6"FIELD
x
J WREMAIN -------------------- --- -------------- ---- ------
CONTINUOUS STRUCTURAL HEADER J W GYPSUM WALLBOARD 5D COOLERS SD COOLERS 7"EDGE 10"FIELD
EXTEND NEW 4 (1)3Y"x 18"DEEP ANTHONY PB HARDBOARD 8d 8d (SEE TABLE 3.11)
JOISTS INTO WALL ---
FASTEN NEW FLOOR JOIST WITH JOIST HANGERS.
ALIGN PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER)
AND BLOCK EXISTING (2)2X12 EXISTING(2)2X12 EXISTING.OLIT HEADER TO EXISTING INOG WALL FR MNG
DOWNTONG TOP VENG
IRIFDYOIN FIEDLD VEIRIFDYOIN FIELD) ° @ 16"O.C.WITH (2) 'BOLTS DIAGONAL BOARD xHb ORI1"x 8" 2-8d 2-1 Od PER SUPPORT N
PLATES.TYPICAL ( ) ( )
FOR ENTIRE 11 0" 17-1" EXTEND NEW JOISTS INTO WALL AND
1"x 10"OR WIDER 3-8d 3-1 Od PER SUPPORT
LENGTH OF WALL. BLOCK DOWN TO EXISTING TOP PLATES.
O TYPICAL FOR ENTIRE LENGTH OF WALL.
FLOOR SHEATHING
EXISTING PORCH STRUCTURE IS TO CONTINUED ON ROOF FRAMING SHEET
REMAIN.PROTECT FROM ALL DAMAGE.
BB CC designed by: project:
A-307 A-307 ryan m. thomas PROPOSED SECOND FLOOR ADDITION
DARc architect & leed ap at 440 SUNSET WAY SOUTHOLD NY 11971
PROPOSED SECOND FLOOR FRAMING PLAN �GKA4 T,y���C, studio: for Mr. MICHAEL JENSEN
30 sunset drive
SCALE: 1/4"= 1'-0"
huntington new york 11743 date: MARCH 8 2022 sheet number:
033 `ZO CRestwoodl 0442 drawn by: RMT
SUFFOLK COUNTY AREA CODE (631) scale: -
04
c.516.807.0225
e. RYAN@RMTARCHITECT.COM revision date: -
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EXISTING EXISTING
WINDOW WINDOW
DHT2810 DHT2810
TW28410 TW28410
EXISTING EXISTING X EXISTING EXISTING
WINDOW WINDOW Z WINDOW WINDOW
DHT2810 DHT2810 h O DHT2810 DHT2810
TW28410 TW28410 0 -TW-2841 0 TW28410
c� 18'-5" 8'-5" 13'-3"
zOaov
Nz co
Z_=
LU 3 r3 O
z Z
O O
zo-o INSTALL NEW EXHAUST FAN IN THE NEW BATHROOM WITH DIRECT EXHAUST TO THE OUTSIDE.
z X;O=N Z FAN TYPE IS TO BE AN "ERV" TYPE WITH A MINIMUM OF 40cuft. PER MINUTE OF AIR EXCHANGE.
P0fjco
W 3 0 EXISTING EXISTING
L9 BATHROOM BEDROOM No.2 jLU
r' AREA 152 sf. AREA 231 sf. N O
Q NO WORK NO WORK Q NO MECHANICAL EQUIPMENT DESIGN OR DUCTWORK
LULUZ
a EXISTING LAYOUT IS TO BE INCLUDED WITHIN THESE DOCUMENTS .
LL BEDROOM No. 3 O DOORI3°Ox6D
w � AREA 356sf. V X _ W � COORDINATE CHASE LOCATIONS WITH OWNER
Uj
w NO WORK X z W TOILET .. w U'
7
Q EXISTING W O oe
CLO ET Q
U Q DOOR 3x68 w
:�00 SH IWER (MO IFY Q U Q
_.
� o z 1 N � o THE CONTRACTOR WILL BE REQUIRED TO VERIFY ALL EXISTING DIMENSIONS AND PROPOSED
� J z0a— — � J ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
� Q Fo�v - - - ` Q
:- 'n LLi z N WII EXI LU
v O 3 SMOKE DZR 2°x68 NEW W H Z O O
Z O REMOVE EXISTING LOW EXISTING
` I— � 0 0300 WALL.ALIGN NEW - HALLWAY NEW BIFOLD j I TOILET I ? a F— � U ALL EXISTING POURED FOUNDATION WALLS ARE ASSUMED TO HAVE CONTINUOUS TOP AND BOTTOM
z w z o N- FLOOR HEIGHT TO DOOR 3°x68 AREA 51 sf WASHEP N — z w
h + EXISTING H ~ " ��
X NO x?� MATCH EXISTING. o a down X inO REINFORCING BARS AND A CONTINUOUS 20 x8 REINFORCED FOOTING. VERIFY IN FIELD.
X W w 3 0 2 DOOR 3x6 SI / ExH. X = X �
W w d F EXISTING VMITY F^" EXI W W w a
CLOSET DR R .
NO NEW POINT LOAD IS TO BE TRANSFERRED TO THE NEW
Z = C° ' 2 Z SECOND FLOOR FRAMING WITHOUT A DIRECT LOAD PATH DOWN TO FOUNDATION.
Lu O 4 U(Q 9 9" — 41„ L.L.I O N O T I F Y A R C H I T E C T O F A N Y D I S C R E P A N C I E S
2'-0.. U t- p 2 Cn
LU
O 0 0 04 O w /A�/ O
.:'''l'� //''►► OnoC.O. J F m f+► I /-�/�1 L1� ^
l.1 H SMOKE J l Vj/- 19���
Q w3o ( I � = Z ~ iJ
O Q 13'-5" SMOKE � " H 0- Q NAILING SCHEDULE FOR STRUCTURAL MEMBERS - TABLE 3.1 - CONT.
12
� NEW = g u, � "�- I � �
O NEW BEDROOM q ,,l sit vZ
;'. zoN I I No. 4 DEN Q O FLOOR SHEATHING
O POM AREA 134sf w O
Z J W Z o AREA 148sf z 0 ► Z O STRUCTURAL PANELS
LL U W
LL
O AA I I NEw NEw NEw NEw p �qA O 1"OR LESS 8d 10d 6"FIELD/12"FIELD
Q WINDOW WINDOW WINDOW WINDOW Q
TAG TAG
NEW o e TAG TAG A-306 F--- GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD
< Z DOOR 3x6 < Z
U O Q ® WITH STOPS O Q U O DIAGONAL BOARD SHEATHING
O U _ O U
1"x 6"OR 1'k 8" 2-8d 2-1 Od PER SUPPORT
LU
EXISTING EXISTING EXISTING EXISTING 'j LU 1"X 10"OR WIDER 3-8d 3-1Od PER SUPPORT
WINDOW WINDOW WINDOW WINDOW
(REMOVE) (REMOVE) (REMOVE) (REMOVE)
2 W 1 , TW , 1 Tw 1 , TW , ,0 FRAMING NOTES
(REMAIN) (REMAIN) (REMAIN) (REMAIN)
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON CENTER AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"ON
9'0" 101-11, 9'-0" CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH.
28,-1 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE
REDUCED TO 1-16d NAIL PER FOOT.
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.
BB CC REMOVE EXISTING WINDOWS AND
A-307 A-307 PREP OPENING TO RECEIVE NEW
TEMPERED WINDOWS.EXISTING
HEADERS ARE TO REMAIN.TYPICAL AT designed by: project:
EXISTING WINDOWS ARE TO REMAIN.THE IN IS TO INSTALL R 4 LOCATIONS.REFER TO WINDOW -` rya n m. th o m as PROPOSED SECOND F LOO R ADDITION
SCOTCHSHIELD ULTRA SAFETY SECURITY WINDOW FILM OVER SCHEDULE FOR REQUIRED
THE EXISTING GLASS.INSTALL AS PER MANUFACTURER. INFORMATION. �GREDARC architect & leed ap at440 SUNSET WAY SOUTHOLD NY 11971
SECOND FLOOR CONSTRUCTION PLAN �\GNAE� �y®X�� studio: for Mr. MICHAEL JENSEN
-4 30 sunset drive
SCALE: 1/4"= 1'-0" '
huntington new york 11743 date: MARCH 8 2022 sheet number:
033�� 0 C Restwood 1 0442 drawn by: RMT
c OFf SUFFOLK COUNTY AREA CODE(631) scale: -
c.516.807.0225
0 5
;.
e. RYAN@RMTARCHITECT.COM revision date: -
:. _ .
t.
-7- 7777777777 :77
f„ ;k`
;x.
LIGHT AND VENTILATION CALCULATIONS FASTENER SCHEDULE - PER WFCM 2018 HIGH WIND EDITION f
5 NEW YORK STATE RESIDENTIAL BUILDING CODE - SECTION 303 , FASTENER TYPE TABLE MODEL No. LOCATION REMARKS
ROOM NAME: SQ. FOOTAGE: EG R ESSSILL PLATE TO FOUNDATION TABLE 3.2A-3.2C SSTB20 ANCHOR BOLTS SILL PLATE TO POURED 5/8"dia.A.B SPACED 36"O.C.
WALLSCONCRETE FOUND WALL x 12"MIN.EMBEDMENT W/3"x
PROPOSED BEDROOM 4 148 sf. YES 3'WASHERS AT ALL A,B'S
LIGHT REQUIRED 11.84 SF. (8%) RIM JOISTS TO FLOOR SILL TABLE 3.4 LTP4 ALL RIM JOISTS TO FLOOR SILL LATERAL TIE PLATE INSTALLED AT
LIGHT PROVIDED 21.00 SF. (14.2%)-0.K. PLATES PLATES 24"O.C.TYPICAL
VENTILATION REQUIRED 05.92 SF. (4%)
VENTILATION PROVIDED 18.80 SF. (12.7%)-O.K. WALL TO FOUNDATION UPLIFT STRAP TABLE 3.4B CS20 20 go.x 1�'STRAPS ALL WALL STUDS TO SOLE (4)8d COMMON NAILS PER IN
CONNECTION REQUIREMENTS PLATES EACH END OF 1}'X 20 ga.STRAP
PROPOSED DEN 1 sf. YES
LIGHT REQUIRED 10.7.72 SF. (8%) TOP PLATES TO STUD LATERAL TABLE 3.5 (REQUIRED) SSP (PROVIDED) ALL WALL STUDS 10 TOP PLATES USE WHEN STUDS ARE NOT LIGHT PROVIDED 21.00 SF. (1CONNECTION5.6%)-O.K. U-176(132 plf x 1.33) U-435 ALIGNED W/ROOF RAFTERS
VENTILATION REQUIRED 05.36 SF. (4%)
VENTILATION PROVIDED 18.80 SF. (14.0%)-0.K. TOP PLATES TO STUD LATERAL TABLE 3.5A ALL WALL STUDS TO TOP PLATES (3116d COMMON NAILS PER
CONNECTION STUD TO PLATE CONNECTIONS
THE EXISTING LIVING ROOM, DINING ROOM, FAMILY ROOM WALL TO WALL UPLIFT STRAP TABLE 3.4B CS20 20 ga.x 114"STRAPS ALL SECOND FLOOR TO FIRST (418d COMMON NAILS PER IN
BEDROOM 1, BEDROOM 2, ARE ALL REMAINING UNCHANGED CONNECTION REQUIREMENTS FLOOR WALL STUDS EACH END OF i4"X20 ga.STRAP
RAFTER TO TOP PLATE TABLE 3.4 (REQUIRED) H1 (PROVIDED) ALL ROOF RAFTER TO TOP PLATES NOT ALIGNED W/WALL STUD
CONNECTION REQUIREMENTS U-269 L-176 S-78R U-585 L-485 S-165 OFFSET FROM WALL STUD
LIGHT AND VENTILATION NOTES
ROOF RAFTER/CEILING JOIST TABLE 3.4A All ROOF RAFTER AND CEILING (3)8d COMMON NAILS PER
*ALL LIGHT AND VENTILATION CALCULATIONS HAVE BEEN BASED OFF THE FIGURES AS STATED TO TOP PLATE CONNECTION JOISTS TO TOP PLATES ROOF RAFTER/CEILING JOIST
BY THE WINDOW MANUFACTURER. REQUIREMENTS TO PLATE CONNECTIONS
ROOF RAFTERS TO TOP PLATES TABLE 3.4 (REQUIRED) H10S (PROVIDED) TYPICAL WHERE ROOF RAFTERS RAFTERS- (8)8d x 1}'
NOTE: ALL EGRESS WINDOWS MEET THE MINIMUM OPENING AREA OF 5.7sf AND THE TO WALL STUD U-269 L-176 S-78R 0-890 L-660 S-165 ALIGN WITH WALL STUDS PLATES- (8)8d x 1�'
MINIMUM CLEAR OPENING OF 24"HIGH x 20"WIDE REQUIREMENTS IN ACCORDANCE WITH STUDS- (8)8d
SECTION R310 IN THE RCNYS. RIDGE CONNECTION TABLE 3.6 (REQUIRED) LSSU28 or LSSU210 ALL ROOF RAFTERS TO RIDGE
REQUIREMENTS U-276(207 pif x 1.33) (PROVIDED)U-535 BEAM
COORDINATE ALL ADDITIONAL EGRESS WINDOW HARDWARE WITH MANUFACTURER.
RIDGE TENSION STRAP TABLE 3.6A CS20 20 ga.x 1}'STRAPS ALL ROOF RAFTERS TO RIDGE (4)8d COMMON NAILS IN EACH
CONNECTION REQUIREMENTS BEAM CONNECTIONS RAFTER IN ONE "20 ga.STRAP
SMOKE DETECTOR NOTES HEADER CONNECTION TABLE 3.7 (REQUIRED) EPC44 OR EPC46 ALL HEADER TO POST,KING POST BEAM- (6)16d
REQUIREMENTS-MAX 8'-0"SPAN U-807 L-529 (PROVIDED)U-1700 L-1070 CONNECTIONS POST- (4)16d
1. AS PER SECTION AJ802.1,ALL ADDITIONS REQUIRING A PERMIT,THE DWELLING UNIT SHALL BE
EXISTING GYPSUM BOARD INSTALL SOLID BLOCKING AT PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS,ALL SMOKE ALARMS HEADER CONNECTION TABLE 3.7 (REQUIRED) ACE4 (PROVIDED) ALL HEADER TO STUD BEAM- (14)16d
FINISHES ARE TO REMAIN. FLOOR JOIST SPAN THIRD ARE TO BE INTERCONNECTED AND HARD WIRED. REQUIREMENTS-MAX 16'-0"SPAN U-1614 L-1058 U-2500 L-1070 CONNECTIONS POST- (14) 16d
PROTECT FROM ALL DAMAGE. ` POINTS.TYPICAL.
2. AS PER SECTION R314 ALL SMOKE-DETECTING ALARM DEVICES ARE TO BE INSTALLED IN CONFORMITY POST TO FND.CONNECTION TABLE 3.7 (REQUIRED) P8S44 OR PBS46 ALL POSTS TO FOUNDATION, FND- SET IN CONC.WALL
NEW INSTALL NEW WOOD CAP WITH NFPA 72 AND SECTION R314 OF THE 2016 RCNYS.ALL DETECTORS SHALL BE LISTED IN REQUIREMENTS U.O.N. 0807 L-529 (PROVIDED)U 2400 L 1165 CONNECTIONS POST- (14)16d
AND DECORATE WIRE LATTICE ACCORDANCE WITH UL 217 (COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE IN
INSULATION NOTE: BEDROOM ON TOP OF NEW HALF WALL. ACCORDANCE WITH UL 217 AND UL 2034) WINDOW SILL PLATE CONNECTION TABLE 3.8 (REQUIRED) A23 (PROVIDED) ALL WINDOW SILL CONNECTIONS (8)8d x ly"NAILS
EXISTING ROOF AND WALL FINISHES BY OWNER. SMOKE ALARMS ARE TO BE INSTALLED AS FOLLOWS: REQUIREMENTS-MAX 8'-0"SPAN L-529 U-585 L-565 TO JACK STUDS FILL ALL HOLES
INSULATION ARE TO REMAIN.
No. INSTALL SOLID BLOCKING AT .IN EACH SLEEPING ROOM
AREA 148sf FLOOR JOIST SPAN THIRD •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
POINTS.TYPI RIM JOISTS TO FIRST FLOOR TOP TABLE 3.4 LTP4 ALL RIM JOISTS TO FIRST FLOOR LATERAL TIE PLATE INSTALLED AT
��W •ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS,HABITABLE ATTICS, PLATES TOP PLATES 24"O.C.TYPICAL
DEN AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.
EXISTING DHT3827 WINDOW IS TO v, b .SMDKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR UPLIFT STRAP CONNECTION LSTA 18 NEW HEADER OVER ALL NEW 14-10d NAILS PER STRAP
REMAIN.THE GC IS TO INSTALL 3M AREA 134sf OPINING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD JACK STUD TO HEADER TABLE 3.7 WINDOW UNITS-MAX.SPAN 72"
SCOTCHSHIELD ULTRA SAFETY SECURITYN EXISTING PR',VENT THE PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3
WINDOW FILM OVER THE EXISTING GLASS. SECOND FLOOR UPLIFT CONNECTION MTS16 NEW HEADER CONDITION ALL 14-10dx11/2"
INSTALL AS PER MANUFACTURER. 3. ALL DETE'_TORS SHALL BE LOCATED ON OR NEAR THE CEILING AND INSTALLED AS PER THE STUD TO RIM JOIST AT TABLE 3.7 NEW WINDOW UNITS-MAX.
ELEV. [ 9'- 10 V ' ] MANUFACTURERS RECOMMENDATIONS. HEADERS SPAN 77'
BOLTED LEDGER @ 16"O.C. / UPLIFTCONNECT10N - ABA44 DECK POSTDETAIL-TYPICAL 1-1/2"dia.POST ANCHOR
STAGGERED.ALIGN BOLTS WITH 4. ALL SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH DECK POST TO AT ALL POSTS NEW DECK 6-IOd FASTENERS TO WOOD
WIRING IS SERVED FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS INTERRUPTED, FOOTING
EXISTING WALL STUDS.TYPICAL SHALL RECEIVE POWER FROM A BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A
AT BOTH SIDES. UPLIFT CONNECTION - CB68 CRAWL SPACE HEADER 1-1/7'dia.POST ANCHOR
EXISTING INSTALL DBL JOIST AT _ DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER-CURRENT PROTECTION. CRAWL SPACE TYPICAL 2 LOCATIONS 2-5/8"MACHINEBOLTS TOWOOD
NEW FLOOR JOISTS KITCHEN EXISTING STAIR OPENING HEADER UPLIFT-14350 AVG
2"x 10"(NOMINAL) @ 16"O.C. AREA 136 sf. -M AND UNDER ALL SECOND w ROOF SHEATHING TABLE 3.10 ALL INTERIOR ZONE ROOF (6)8d @ PANEL EDGES
ALL WOOD IS TO BE LEFT EXPOSED. FLOOR WALL LOCATIONS. O CARBON MONOXIDE DETECTOR NOTES ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)Sd@ALL SUPPORTS
COORDINATE ADDITIONAL TRIM CO _
AND COLORS WITH OWNER. y n 1. AS PER SECTION AJ802.2,ALL ADDITIONS REQUIRING A PERMIT,THE DWELLING UNIT SHALL BE ROOF SHEATHING TABLE 3.10 All PERIMETER ZONE ROOF [6)8d @PANEL EDGES
EXISTING ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d @ ALL SUPPORTS
DINING ROOM PROVIDED WITH CO ALARMS LOCATED AS REQUIRED NEW DWELLINGS.ALL ALARMS ARE TO BE
EXISTING 2X6 WALL FRAMING IS TO / INSTALLED AS PER R315 AND SECTION 915 OF THE FIRE CODE -
AREA 195Sf. WALL SHEATHING TABLE 3.11 ALL INTERIOR ZONE WALL (6)8d @ PANEL EDGES
REMAIN.PROTECT FROM ALL DAMAGE. EXISTING 2. AS PER SECTION R315 ALL CARBON MONOXIDE DETECTING ALARM DEVICES ARE TO BE INSTALLED IN ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d @ ALL SUPPORTS
FIRST FLOOR CONFORMITY WITH SECTION R315.ALL DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 2034
ELEV. [ 0'- " ] (COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE IN ACCORDANCE WITH UL 2034 WALL SHEATHING TABLE 3.11 ALL PERIMETER ZONE WALL (6)8d @ PANEL EDGES
AND UL 217) ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d @ALL SUPPORTS
EXISTING CARBON MONOXIDE ALARMS ARE TO BE INSTALLED IF ONE OF THE FOLLOWING EXIST: _
GRADE CRAWLSPACE •THE DWELLING CONTAINS AFUEL-FIRED APPLIANCE REQUIREMENTS
TABLE3.17u RWIND IDGE PERPENDICULAR TO SHEDA7.9 RWAEETOFFULLHEIGHT
•THE DWELLING HAS AN ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE
DWELLING UNIT.
SEGMENTED SHEAR WALL TABLE 3.17b - WIND PARALLEL TO RIDGE NEED 4.8 FEET OF FULL HEIGHT
3. AS PER SECTION R315.3,ALL DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING REQUIREMENTS SHEAR WALL
EXISTING KITCHEN CABINETS AREA IN THE IMEDIATE VICINITY OF THE BEDROOMS.WHERE A FUEL-BURNING APPLIANCE IS LOCATED
ARE TO REMAIN.PROTECT WITH A BEDROOM OR ITS ATTACHED BATHROOM,A CARBON MONOXIDE ALARM SHALL BE INSTALLED SHEARWALL HOLD DOWN TABLE 3.17f (REQUIRED) HDUS-SDS2.5 (PROVIDED) AT ALL HOLD DOWN BETWEEN (1)Y"ANCHOR BOLT
SECTIONA-A FROM ALL DAMAGE. WITHIN THE BEDROOM. CAPACITY U-3488L-1930 U-5645 L-4065 FIRST AND SECOND FLOORS (14)SDSY4"x2Y"SCREWS
4. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING SHEARWALL HOLD DOWN TABLE 3.17f (REQUIRED) HDU8-SDS2.5 (PROVIDED) AT ALL HOLD DOWN BETWEEN (1)718"ANCHOR BOLT
SCALE: 1/4"= 1'-0" WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS CAPACITY U-6976L-3840 U-6970 L-5020 FIRST AND SECOND FLOORS (20)SDS&x212"SCREWS
INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A
DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER-CURRENT PROTECTION. JOIST TO HEADER LUS210,LUS28,LUS26 AT ALL JOIST TO HEADER (844)10d IN HEADER
CONNECTION REQUIREMENTS CONNECTIONS (4)lOd IN JOIST
designed by: project:
ryan m. thamas PROPOSED SECOND FLOOR ADDITION
FASTENER SCHEDULE NOTES Da& ' architect & leed ap at 440 SUNSET WAY SOUTHOLD NY 11971
1. *-FASTENER MODEL NUMBERS BASED ON SIMPSON STRONG TIE CONNECTORS-NO OR
EQUALS SHALL BE ACCEPTED zC+ %q "�.A studio: for Mr. MICHAEL J E N S E N
30 sunset drive
2. THE ABOVE FASTENERS ARE REQUIRED BY CODE TO RESIST LATERAL,SHEAR,AND UPLIFT '4:� , �i ""f
FORCES. THE FASTENERS ARE TO BE INSTALLED IN ADDITION TO THE REQUIRED NAILING AS r
LISTED IN THE NAILING SCHEDULE ARE TO BE LEAD FREE humon new in tork 11743 date: MARCH 8 2022
* 9 y sheet number:
O
3. RIDGE STRAPS ARE ONLY REQUIRED IF COLLAR TIES ARE NOT INSTALLED OR ARE LOWER THEN 0- `� i033 »�` C Restwood 1 0442 drawn by: RMT
THE TOP 1/3 OF ATTIC SPACE SUFFOLK COUNTY AREA CODE (631) scale: -
c. 516.807.0225
e. RYAN@RMTARCHITECT.COM revision date: A306-
s ,
3..
_ v
a
77
9'
INSTALL NEW WALL ON
EXISTING GYPSUM BOARD TOP OF EXISTING HALF EXISTING GYPSUM BOARD
FINISHES ARE TO EXTENDFINISHES ARE TO REMAIN.
PROTECT FROM ALLMDAMAGE. U DLL.ERSIDE OF UP TO PROTECT FROM ALL DAMAGE. WINDOW SCHEDULE
CATHEDRAL RIDGE.
TAG LOCATION MODEL ROUGH OPENING HEADER SIZE BEARING EGRESS SIMPSON CONNECTOR
INSULATION NOTE: INSULATION NOTE:
EXISTING ROOF AND WALL NEW J EXISTING ROOF AND WALL REMOVE EXISTING LOW PROPOSED CXW14 3'-OYs'WIDE x 4'-0 y"H. EXI (2)2"X 12" (2)JACK STUDS YES HDR TO J.S.- LCE4
INSULATION ARE TO REMAIN. BEDROOM z INSULATION ARE TO REMAIN. WALL AND PATCH FLOOR. BEDROOM ANDERSEN HEAD HEIGHT: (2) KING STUDS 5.7 SF PROV. J.S.TO PLATE- DSP
TEMPERED 6'-8"ABOVE FINISHED FL.
4 ^ =
EXISTING TW210310 TRANSOM AREAREA 148sf -�,'� EXISTING TW210310 TRANSOM NEW
WINDOW AND ASSOCIATED `r ^ WINDOW AND ASSOCIATED PROPOSED CXW 14 3'-OY2'WIDE x 4'-O V"H. EXI (2)2"X12" (2)JACK STUDS YES HDR TO J.S.- LCE4
HEADER IS TO REMAIN.PROTECT �2 HEADER IS TO REMAIN.PROTECT DEN DEN ANDERSEN HEAD HEIGHT: (2) KING STUDS 5.7 SF PROV. J.S.TO PLATE- DSP
TEMPERED 6'-8"ABOVE FINISHED FL.
FROM ALL DAMAGE. - ^ FROM ALL DAMAGE. r— AREA 134sf
EXISTING TW21036 3'-0Y"WIDE x 4'-0%"H. EXISTING HDR EXISTING YES HDR TO J.S.- LCE4
NEW WINDOW TAG = NEW WINDOW TAG A ; CONTINUOUS ® WINDOW ANDERSEN HEAD HEIGHT: (2) 2X12 5.7 SF PROV. J.S.TO PLATE- DSP
CONTINUOUS v ' ' STRUCTURAL HEADER (REMOVED) 6'-8"ABOVE FINISHED FL.
STRUCTURAL HEADER
EXISTING DHT210310 WINDOW IS (1)3y"x 18"DEEP ANTHONY
EXISTING DHT210310 WINDOW IS i (1)3Y2'x 18"DEEP ANTHONY PBPB.FASTEN NEW FLOOR
TO BE REMOVED.THE G.C.WILL i MODIFY EXISTING OPENING AS REQUIRED TO ALLOW FOR NEW EGRESS WINDOW INSTALLATION.
TO BE REMOVED.THE G.C.WILL - FASTEN NEW FLOOR JOIST WITH JOIST WITH JOIST HANGERS.
BE REQUIRED TO MODIFY EXISTING JOIST HANGERS.ALIGN NEW BE REQUIRED TO MODIFY EXISTING ALIGN NEW FINISHED TAKE CARE NOT TO DAMAGE EXISTING TRANSOM WINDOW ABOVE.
o OPENING TO ALLOW FOR NEW o
OPENING TO ALLOW FOR NEW i FINISHED SECOND FLOOR TO i� SECOND FLOOR TO MATCH
EGRESS WINDOW INSTALLATION. (" MATCH EXISTING. `' EGRESS WINDOW INSTALLATION. N EXISTING. I I `'O EXISTING
SECOND FLOOR WINDOW SCHEDULE NOTES * * ALL WINDOWS AND DOORS ARE TO BE IMPACT RATED
-----------
�--------- ,•;_- M - - ELEV. [ 9'- 10
OPEN EXISTING WALL AND INSTALL BOLTED LEDGER @ 16"O.C. WHERE WINDOWS ARE INSTALLED ADJACENT TO EACH OTHER,THE HEADER IS TO BE INSTALLED CONTINUOUSLY OVER ENTIRE WINDOW ASSEMBLY.
NEW BLOCKING DOWN TO THE INSTALL FLUSH JOIST STAGGERED.ALIGN BOLTS WITH PROVIDE SOLID BLOCKING BETWEEN WINDOWS.
i I
EXISTING TOP PLATES.NEW JOISTS HANGERS AT ALL NEW JOIST i S
1 I I EXISTING WALL STUDS.TYPICAL NOTE: WINDOW AND DOOR HEADERS ARE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE.FOR ALL OTHER HEADER SIZES REFER TO CONSTRUCTION
LOCATIONS.TYP.BOTH
ARE TO BEAR ON BLOCKING. ^iv I AT BOTH SIDES. �_!�
PATCH WALL UPON COMPLETION SIDES. I j PLAN.
' OF FRAMING WORK. ' w I I co
l
-------------------- EXISTING KITCHENNEW FLOOR JOISTS
INSTALL FLUSH JOIST NOTE:ALL JACK AND KING STUDS ARE TO EXTEND DOWN TO FOUNDATIONS BELOW.PROVIDE A CONTINUOUS LOAD PATH DOWN TO FOUNDATIONS
I I 2"x 10"(NOMINAL) @ 16"O.C. BELOW.TYPICAL THROUGH ALL LOCATIONS.
AREA 136 sf. HANGERS AT ALL NEW
NEW FLOOR JOISTS I I ALL WOOD IS TO BE LEFT EXPOSED.
2"x 10"(NOMINAL) @ i b"O.C. EXISTING HEADER AND COORDINATE ADDITIONAL TRIM EXISTING JOIST LOCATIONS. REFER TO WINDOW OPENING/FRAMING DETAIL FOR ALL ADDITIONAL STRAPPING REQUIREMENTS.
ALL WOOD IS TO BE LEFT EXPOSED. STRUCTURE IS TO REMAIN. I I AND COLORS WITH OWNER.INSTALL
R/O ALL NAIL HOLES ARE TO BE FILLED AS PER SIMPSON STRONG TIE REQUIREMENTS.
NEW 4X6 LVL COLUMN IN EXISTING KITCHEN
WALL BEYOND.EXTEND AREA 136 sf.
COORDINATE ADDITIONAL TRIM SOLID BLOCKING AT FLOOR JOIST
AND COLORS WITH OWNER. I I SPAN THIRD POINTS.TYPICAL. PORCH COORDINATE ALL REQUIRED ROUGH OPENINGS WITH WINDOW MANUFACTURER AND INSTALL ACCORDINGLY.
I I
DOWN TO BEAR DIRECTLY I I EXISTING 2X6 WALL FRAMING IS TO VERIFY ALL ADDITIONAL EGRESS WINDOW OPTIONS AND OPTIONAL TRIM WITH OWNER PRIOR TO ORDERING ANY WINDOWS OR DOORS.
EXISTING 2X6 WALL FRAMING IS TO ON FOUNDATION. REMAIN.PROTECT FROM ALL DAMAGE.
REMAIN.PROTECT FROM ALL DAMAGE.
EXISTING FIRST FLOOR
ELEV.
EXISTING � _ EXISTING •
EGRESS WINDOW NOTE.
GRADE CRAWLSPACE GRADE CRAWLSPACE
1. AS PER SECTION R310 EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.
(EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC
WAY)
2. ALL EMERGENCY ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF 5.7 SQUARE FEET FOR SECOND FLOOR EGRESS AND 5.0
SQUARE FEET FOR FIRST FLOOR EGRESS LOCATIONS.
SECTION B- B SECTION C-C
3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY R310.2.1 SHALL BE LESS THAN 24"HIGH AND THE NET CLEAR WIDTH SHALL BE LESS THAN 20"
-' SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 4. EMERGENCY WINDOWS SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44"ABOVE FINISHED FLOOR.
5. ALL WINDOWS ARE TO BE ORDERED WITH ALL REQUIRED EGRESS TRIM AND HARDWARE.COORDINATE WITH MANUFACTURER.
designed by: project:
ryan m. thomas PROPOSED SECOND FLOOR ADDITION
FASTENER SCHEDULE NOTES REDA architect & leed ap at 440 SUNSET WAY SOUTHOLD NY 11971
1. *-FASTENER MODEL NUMBERS BASED ON SIMPSON STRONG TIE CONNECTORS-NO OR (�G RC,S,
EQUALS SHALL BE ACCEPTED `GHAE4 ry�X studio: for Mr. MICHAEL JENSEN
2. THE ABOVE FASTENERS ARE REQUIRED BY CODE TO RESIST LATERAL,SHEAR,AND UPLIFT -► 30 sunset drive
FORCES. THE FASTENERS ARE TO BE INSTALLED IN ADDITION TO THE REQUIRED NAILING AS
LISTED IN THE NAILING SCHEDULE ARE TO BE LEAD FREE —huntington new york 11743 date: MARCH 8 2022 sheet number:
3. RIDGE STRAPS ARE ONLY REQUIRED IF COLLAR TIES ARE Nor INSTALLED OR ARE LOWER THENN ,�o C Restwood 1 0442 drawn by: RMT
SUFFOLK COUNTY AREA CODE (631) scale: -
THE TOP 1/3 OF ATTIC SPACE C.516.807.0225 A307
, e. RYAN@RMTARCHITECT.COM
revision date: -
I
•
,
;!f
EXI TOILET NEW TOILET
AND SINKS AND SINKS
DSP STRAP BY SIMPSON.TYP.
EVERY DOUBLE STUD TO TOP
STEEL BASE PLATE PLATES FILL ALL HOLES WITH 10d ROOF ROOF
NAILS.
T V X 9'X 3/4"PLATE WITH l
%4'ANCHOR BOLT HOLES AND
Y2'STEEL GUSSET PLATES. (2) 2x4 TOP PLATES FASTEN I r
5" 5" TOGETHER WITH IOD 24"o.c l
STAGGERED ALONG WALL
STEEL COLUMN "
3Y2'X 3Y2 "x 3/"HSS WITH (4)X2' EXISTING N PROPOSED
CS20 STRAP BY SIMPSON.TYP. BATHROOM I � BATHROOM
ANGLED GUSSET PLATES. FULLY EVERY STUD TO PLATE AND l w l
WELD TO STEEL PLATE AS SHOWN. I iv OR HEADER (4) 8d NAILS MIN. O
ONTO EACH STUD AND l
�• HEADER.
EXISTING FLOOR FRAMING/
STRUCTURE IS TO REMAIN.PROTECT N - SSP STRAP BY SIMPSON. r I WI 1
FROM ALL DAMAGE. TYPICAL AT EVERY STUD
TO TOP PLATES FILL ALL "_; N I l ol. _�� zl"
PATCH SUBFLOOR TO MATCH TYP. l/4 2" 6" 2" HOLES WITH lOd NAILS. i "i-
EXISTING,AS NEEDED UPON NEW SECOND FLOOR C�3
HEADER INSTALLATION.TYPICAL. COLUMN BASE PLATE
rur r r r r r VIT
LUS210 GALVANIZED JOIST HANGER l
BY SIMPSON. FILL ALL NAIL HOLES C0 l to
WITH l Od NAILS IN HEADER AND l Od
NAILS IN JOIST l
0 4 0
EXISTING
EXISTING BATHROOM r f J
NEW FLOORING IS TO ALIGN WITH (2) 16 D INTO EACH p ` . KITCHEN _ l
ALIGN EXISTING.COORDINATE ALL STUD TYP. rur r J
FINISHES WITH OWNER AND r _T
-- --- •____ _._� — MODIFY HEIGHTS ACCORDINGLY. 2X4 CRIPPLE STUDS 16"o.c. r F- ( l
W/ (2) 16 D FROM TOP
WOOD HEADER PLATEAND (3)8DTOE
E S LLOW F P _lT 3Y2 X 18"ANTHONY POWERBEAM NAILED INTO HEADER Nli
- - ____ — — STEEL CAP PLATE
(4) 16 D INTO EACH END FIRST FLOOR
3�'x 6"x�'PLATE WITH
- - - - FULLY WELDED.TOP OF PLATE IS TO OF HEADER TYP. F iirr r r
- -
MATCH EXISTING TOP PLATE ELEV. (2) 2"x4"KING _ ca.
INCLUDE (2) 3/4"ANCHOR BOLTS TO (FULL HEIGHT STUDS) 4
NEW TYPICAL HEADER: BE FASTENED TO UNDERSIDE OF NEW
EACH SIDE.FASTEN STUDS `` A13ER'sJfE �,
ANTHONY POWER BEAM WOOD HEADER r
SEE PLAN FOR SIZE TOGETHER W/ t OD 24"O.C.
STAGGERED ALONG STUD --
STEEL COLUMN HEIGHT AND EACH PLY
NEW GALVANIZED COLUMN 3Y2"X 3%" 'X%"HSS
CAP CONNECTOR (ACE46 AS FINISH COLUMN AS PER OWNER. SIMPSON A23 ANGLE
MFGD.BY SIMPSON)WITH (10)
16D NAILS IN POST AND (10)
16D NAILS IN HEADER. I I OUSTINGCRAWISPACE
J 4"x6"LVL JACK STUD
INSTALL NEW T { COLUMN CONNECTED TO EXISTING
GYPSUM BD.TO 4
MATCH EXISTING.
jJ WASTE LINE OUT TO
TAPE,SPACKLE, EXISTING SANITARY SYSTEM
PRIME AND PAINT.
(2) 2'W"KING(FULL HEIGHT
NEW POST.SEE STUDS)TYPICAL. EACH
SIDE.FASTEN STUDS PLUMBING RISER DIAGRAM EXI HOUSE TRAP
PLAN FOR SIZE. TOGETHER W/ lOD 24"O.C. I WINDOW I DOOR
STAGGERED ALONG STUD OPENING
-- STEEL COLUMN HEIGHT AND EACH PLY I SEE PLAN
3%"X 3Y2"'X%"HSS WITH (4)X2' LVL JACK STUD/COLUMN I FOR SIZE I GENERAL PLUMBING NOTES
POST / HEADER CONNECTION ANGLED GUSSET PLATES.FULLY 1. ALL HOT AND COLD WALTER DOMESTIC PIPING IS TO BE 3/4"COPPER PIPE WITH FITTINGS AND REDUCERS AS REQUIRED AT EACH FIXTURE
SCALE: 1 1/2'= 1'-0" WELD TO STEEL PLATE AS SHOWN. CS20AS MFGD.BY
SIMPSON WITH (4) 8d I I 2. ALL SOLDER TO BE LEAD FREE
NAILS ALONG EACH STUD.
OPEN UP EXISTING FRAMED SLIDE UNDER SILL PLATE I ( 3. ALL FIXTURES ARE TO BE SELECTED BY THE OWNER COORDINATE PRIOR TO THE START OF ROUGHING IN ANY FIXTURES.
FLOOR AS REQUIRED TO ALLOW AND UP ONTO THE TOP
FOR NEW STEEL COLUMN INTERIOR FACE OF PLATE I I 4. RISER DIAGRAM IS INTENDED FOR SCHEMATIC PURPOSES ONLY.THE PLUMBING CONTRACTOR SHALL FIELD VERIFY ALL REQUIRED PIPE
INSTALLATION.INSTALL NEW AND FASTEN AS PER TABLE RUNS AND ALL EXISTING CONDITIONS THAT WILL AFFECT ALL PROPOSED WORK.
BLOCKING DOWN TO 3.48 WFCM 2018.
FOUNDATION WALL AS NEEDED.
TY . �--�— STUDTO BOTTOM I PLUMBING VENT NOTES
PLATE SHALL BE
1/4 STEEL BASE PLATE (3) 16d NAILS I 1. AS PER SECTION P3103.1,ALL OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6"ABOVE THE ROOF OR 6"
10"X 8"X 3/4"PLATE WITH V P N
ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE,
CONCRETE FOOTING Ya"ANCHOR BOLT HOLES AND 2"x4"SOLE PLATE OBSERVATION DECK OR SUN BATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE ROOF.
SIZE AS PER PLAN. Y2'STEEL GUSSET PLATES.
� .�„ `� TYPICAL WALL OPENING DETAIL 2• AS PER SECTION P3103.2,WHERE THE 97.5-PERCENT VALUE,FOR OUTSIDE DESIGN TEMPERATURE IS 0°F OR LESS,VENT EXTENSIONS THROUGH A
4 a 4 ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES 1N DIAMETER.ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE
SCALE: 1 1/2"= 1'-0" THE THERMAL ENVELOPE OF THE BUILDING.
Z / // ' //\ // /
SETTING BED designed by: project:
4 d �/ // NON-SHRINK GROUT.3/4"
\\/\ j\/X \ MINIMUM THICKNESS. ryan m. thomas PROPOSED SECOND FLOOR ADDITION
#5 BARS EACH WAY.6"O.C. / STEEL ANCHOR BOLT • pp
MAINTAIN AMINIMUM OF3" \ �' �\ �\ 3/4"diaX12"LONG ANCHOR � DA% architect & leed ap at440 SUNSET WAY SOUTHOLD NY 11971
CONCRETE COVER. \/� \/� \/� �/ \/ \ \ BOLTS WITH V-3"EMBEDMENT A L r�� "� studio: for Mr. MICHAEL JENSEN
(F1544 GR 50)SEE BASE PLATE "�` •
NEW FOOTING SHALL REST ON \// / E�P� J'� / / / / PLAN FOR LOCATIONS. 3p sunset drive
UN DISTURBED VIRGIN SOIL. �x/ \'�\ ,�\ ,�\ '\\ //,\x a-\�i i - - - : date:
\ ice\ \ \ \ LINE OF 18"CONCRETE FOOTING -huntington new york 11743 MARCH 8 2022 sheet number:
MODIFY DEPTH AS NEEDED \�/\///is
CRestwoodl 0442 drawn by: RMT
STEEL COLUMN DETAIL _ SUFFOLK COUNTY AREA CODE (631) scale: _
SCALE: 1 1/2"= V-0" C. 516.807.0225 0 8
e. RYAN@RMTARCHITECT.COM revision date: -