HomeMy WebLinkAbout49663-Z �o�g�EFOt,��oG Town of Southold 3/16/2024
a y� P.O.Box 1179
o _ 53095 Main Rd
yfj0 ao�, Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45055 Date: 3/16/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 154 King St, Orient
SCTM#: 473889 Sec/Block/Lot: 26.-2-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/24/2023 pursuant to which Building Permit No. 49663 dated 9/8/2023
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, including attached garage and enclosed porch,to existing single family dwelling as applied
for per ZBA#7601, dated 3/17/2022.
The certificate is issued to Becker KK Living Trt
of the aforesaid'building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49663 2/6/2024
PLUMBERS CERTIFICATION DATED
4
Auth ' d Sig t re
o�S11FF04 o TOWN OF SOUTHOLD
coy , BUILDING DEPARTMENT )
y x TOWN CLERK'S OFFICE
"oy • SOUTHOLD,j 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#: 49663 Date: 9/8/2023
Permission is hereby granted to:
Becker KK Living Trt
154 King St
PO BOX 161
Orient, NY 11957
To: construct additions and alterations to existing single-family dwelling as applied for per
DEC No Permit Necessary letter, ZBA and HPC approvals with flood permit.
At premises located at:
154 King St, Orient
SCTM #473889 '
Sec/Block/Lot# 26.-2-3
Pursuant to application dated 2/24/2023 and approved by the Building Inspector.
To expire on 319/2026.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $497.20
CO-ADDITION TO DWELLING $50.00
Flood Permit $100.00
Total: $647.20
Building Inspector
o�*oF So�ryQl
h O
Town Hall Annex Telephone(631)765-1802
54375 Main Road
G P.O.Box 1179 Q
�► • ho sean.devlina-town.southold.ny.us
Southold,NY 11971-0959 Q
COMM,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Becker KK Living Trt
Address: 154 King St city:Orient st: NY zip: 11957
Building Permit#: 49663 Section: 26 Block: 2 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1 st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 33 Ceiling Fixtures 7 Bath Exhaust Fan
Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 1
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors
Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1
Disconnect Switches 13 4'LED Exit Fixtures Sump Pump
Other Equipment: Mini Split, 200A Panel 40 Circuit/ 19 Used, 100A Sub Panel 20 Circuit/ 16 Used
Notes: HVAC, Garage, Den, Enclosed Porch & Service
Inspector Signature: Date: February 6, 2024
S.Devlin-Cert Electrical Compliance Form
�o,\0f SObTh°�
TOWN OF SOUTHOLD BUILDING DEPT.
coum, 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 ] REN L
REMARKS: o
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DATE �� INSPECTOFM/,o— w
OF SOpT�o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ]. ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 0,jt&A, Q/!5 499,0�A- AU Kl_G �, o-\.
V\-b I k, , -DAAW OX %J, ffl_54g_�ov, -0 k--"
a— 66,4110c, W141.
DATE INSPECTOR
I. OE SOUIyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
caurrn N�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F DATION 2ND [ ] INSULATION/CAULKING
mo 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:
DATE �-3 INSPECTOR
OF SOUTyolo
# # TOWN OF SOUTHOLD BUILDINdDEPT.
`'rou 631.765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
qf n OF SOUIyo�
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH 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:
06/--T-c>
Of, NDA (,JWt
DATE Yg Y INSPECTOR
ho�aUf SOUJyo<o �� l� l
t UTHOLD BUILDING EPT.
# TOWN F SO
�y�ooMv� 631-765-1802
-INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[, ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: J_a�
DATE /, INSPECTOR /
pF SOplh°�o
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
qtvo INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/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: l
E'.
-WAIN--
Q 4,--- r
a
DATE INSPECTOR
Gmail-HPC Becker- 154 King Street SCTM No. 1000-26-2-3-... https://mail.google.com/mail/u/l/?ik=141ed0t79a&view=pt&sear...
MG ma i l Barbara Cohen<bjcplanning@gmaiLcorrro
HPC Becker-154 King Street SCTM No. 1000 26-2-3-Res.#07.28.2022.1,Amended August 24,2023
1 message
Fuentes,Kim<Idm.fuentes@town.southold.ny.us> Mon,Jan 29,2024 at 9.25 AM
To:Barbara Cohen<bjcplanrung@gmail.com>,"Bunch,Connie"<Connie.Bunch@town.southold.nyus>
Hi Barbara,
The HPC members reviewed your submission which included photographs of the above
subject finished project and communicated their satisfaction. This email is being
forwarded to the Building Dept.
Kim E. Fuentes
Board Assistant
Zoning Board of Appeals
Coordinator, Historic Preservation Commission
631-765-1809
kimf@southoldtownny.gov
Location: 54375 Main Road
Mail: P.O. Box 1179
Southold, NY 11971
2 attachments
in becker 20240129091556.pdf
221 K
I of 2 1/30/2024, 9:22 AM
Gmail-HPC Becker- 154 King Street SCTM No. 1000-26-2-3-... https://mail.google.com/maii/u/inik=141 edOf79a&view=pt&sear...
becker 20240129091534.pdf
873K
2 of 2 1/30/2024, 9:22 AM
► 1
U.S. DEPARTMENT OF HOMELAND SECURITY r 0 10 ;Ji
Federal Emergency Management Agency ' 1�sI°i�eC�
National Flood Insurance Program ;
ELEVATION CERTIFICATE " { MAR - y 2024
IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11
Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company, a V yf er.
�,i^r. r( �P .?[hA
bwrk;,1z7/.t:., F'{ry�':ans2 h: '' t' a; 1.,.3rv:'.•` �:,:.;
SEGTION,A, .PROP,'ERTYiIfVFOR ;r >; i � �4sxr , �r, ty F,,,E , ..,. ; , { . L.
. .FOR,IN$,U) C _CPA y U
- {; ... r . H �,"!b'`::�SSE`
Al. Building Owner's Name:KATHLEEN BECKER
A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: ;;Company NAIC,N',umber
154 KING STREET t.,
City: ORIENT State: NY ZIP Code: 11957
A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number
1000-26-02-03
A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.):
A5. Latitude/Longitude: Lat.4108 05 N Long.72 18 08 W Horiz.Datum:❑NAD 1927 ❑ NAD 1983 ❑WGS 84
A6. Attach at least two and when possible four clear color photographs(one for each side)of the building(see Form pages 7 and 8).
A7. Building Diagram Number. 2A
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s): 928 sq.ft.
b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/A
c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade:
Non-engineered flood openings: Engineered flood openings: 1
d) Total net open area of non-engineered flood openings in A8.c: 0 sq.in.
e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 41 sq.ft.
P Sum of A8.d and A8.e rated area(if applicable-see Instructions): sq.ft.
A9. For a building with an attached garage:
a) Square footage of attached garage: 471 sq.ft.
b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ®No ❑N/A
c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade:
Non-engineered flood openings: Engineered flood openings:
d) Total net open area of non-engineered flood openings in A9.c: 0 sq.in.
e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft.
f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq,ft.
o-rr''6>: rY 'c,': i',• ,, a,:R,SECT10NtB;=:FLOOD'INSU NCE, TE AP
I�, M !FIRM':{INFORMATION,;
S,t ), .ry'1•;.tT:1'„ (.\ T,,. .�:B1.a.NFIP Community Name:SOUTHOLD TOWN OF 360813 B1.b.NFIP Community Identification Number.
B2.County Name:SUFFOLK B3.State:NY B4.Map/Panel No.: 36103CO068 B5.Suffix:H
B6.FIRM Index Date: B7.FIRM Panel Effective/Revised Date: 9/25/09
B8.Flood Zone(s): AE B9.Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): EL 6
B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9:
❑ FIS ®FIRM ❑Community Determined ❑Other.
1311. Indicate elevation datum used for BFE in Item 69: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No
Designation Date: ❑CBRS ❑OPA
B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ❑No
FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 2 of 8
E.LEVATIQN CERTIELWE,
IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 141
Building Street Address(including Apt-Unit Suite',and/or Bldg.NoJ orP.O,.Route and Boxhfo:: ,FOR INSbRANCE,COMPANYRlSE-,
154 KING STREET.
City: ORIENT State: NY. ZIP Code: 11957
Company'NAtC Nurribei:'
SECTION CP-.BUILDING-EL%EVAT[ON�INFORMi4'TION(SIJ,RvEII EQUI
Cf. Buildingefevations ate based on: '0'Construction Drawing's' O Building Under Construction*'' ®` Finished'CCohst'ruction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations-Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,.AR/AE,AR/A1=A30;AR/AH,AR/AO,
A99.Complete Items C2.a=h below acdording to the Building Diagram specified in Item A7.In Puerto Rico only,enter metes.
Benchmark Utilized: Vertical Datum: NAV[T
Indicate elevation datum used.for the:elevations in items,a)through tt)below.:
❑NGVD 1929. ®NAVD 1988 ❑Other.
Dafurrc'used:forbuilding elevations must be the:same.:ai3Ahat used for-the BFE Conversion factor used?; Yes• E]; Na .
If Yes,describe the source of the conversion factor in the Section D Comments area:
Check the'measurerrient used:
a) Top,of bottom floor(inctuding.basement,crawlspace,or enctosurefioor)•: 3.8 feet Q meters
b) Top of the next higher floor(see Instructions): 6.2 ®. Meet Q meters .
c) Bottom of the lowest horizontal,structural member(see Instructions): ❑ feet meters
d)'Attached garage'(WP'ofsfab): 8.7 M-feet' d' meters
e) Lowest elevation of Machiheiy and Equipment(MW servicing the building .
(describe type of Ni&E and location in Section D Comments area): 13.9 ®:'feet EJ meters
t). Lowest.Adjacent Grade(LAG).next to building: . Natural Q; Finished 6 6 C feet. .Ef, meters, ,. ',. ,
g) Highest Adjacent Grade(HAG)next to building: Natural Finished 7.6 JZ,feet [] meters
h) Finished LAG at lowest elevation of attached deck or stairs,including structural
support' 7.3 El feet Q ,meters
SE.TION@D StJRVEYOR;kENGINEER OR ARCHITECT CERTIFlyICATION i
r-F..•.a' f :l+i '1 .'t. ,.4 ':�;54'o1?f.i�f5b�?:?$T54WiP+Ftddfl
This certification is to be signed and'sealed bya land surveyor;engineer,`or architect authorised by'state faw to certify elevation .
information"1 certify that the:nformafion on this Cenmcate represents niy best efforts to interpret the data available.f understand that any
raise:statement maybe punishable.by fine or imprisonment under IS ULS:Code Section t001.
Were latitude and longitudeJn Section,A provided by a Ikensed•land surveyor. ,21 Yes. Q No
❑Check here if attachments and describe in the Comments area.
Certifiers Name:JOHN T.METZGER License Number.49618•
Title: OWNER//PRESIDENT
Company Name;.Pecanic Surveyors of
NEly o
Address: 1230 Traveler Streef
City: Southold State: ZIP Code: 11971
Telephone(631).765- .020 ExL " Emailpedonicsurvey@optonffne:rtet. ;
Signature. r Date:02 2224
Copy all pages of -s Elevation Certif[ and all attachments for(1)community ofticial,'(2)insurance agenf/com owner.
Comments(including source of conversion factor in C2;type of equipment and location per C2:e;and description bf.any attachments):
FINISHED.HOUSE FLOOR .EL 10.6 :CRAWLSPACE EL62 8ASEMENT,EL,3_8 .
FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8123) Form Page 3 of 8
ELEVATION CERTIFICATE
IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11
BUILDING PHOTOGRAPHS
See Instructions for Item A6.
Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE
154 KING STREET
City: ORIENT State: NY ZIP Code: 11957 Policy Number:
Company NAIC Number:
Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example, may only be
able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View,"
"Right Side View,"or"Left Side View." Photographs must show the foundation.When flood openings are present, include at least one
close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9.
-
Photo One
Photo One Caption: Clear Photo One
�e
�� 11111
,Tim '�acw"'` _ -�`'!► _ r� ...�._ `�•
Photo Two
Photo Two Caption: Clear Photo Two
FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 7 of 8
ELEVATION CERTIFICATE
IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11
BUILDING PHOTOGRAPHS
Continuation Page
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE
154 KING STREET
Policy Number:
City: ORIENT State: NY ZIP Code: 11957
Company NAIC Number:
Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side
View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or
vents, as indicated in Sections A8 and A9.
iq A
r
Photo Three
Photo Three Caption: Clear Photo Three
!I r-
S'
Photo Four
Photo Four Caption: Clear Photo Four
FEMA Form FF-206-FY-22-152(formerly 086-0-33) (8/23) Form Page 8 of 8
?IELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (IST)
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 hitps://www.southoldtonmu.gov
4�•
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only N
PERMIT NO. (L Building Inspector: (n V
FEB 2 4 2023
Applications and forms must be'filled out)h their entiretyAncomplete ' • .Q,���LL�ING0EPI
applications will not be accepted. Where the Applicant is not the owner,an OFSOU`IH®I_D
Owner's Authorization form(Page,2)shall be completed.'
Date:February 212023
OWNER(S)OF PROPERTY:
Name:Kathleen Becker lsc-rm#1000-026.00-02.00-003.000
Physical Address:154 King,$t., Orient,_.NY 11957
Phone#:917-743-7176 Email:kathykmet@gmail.com
Mailing Address:PO Box 151, Orient NY 11957
r-
CONTACT PERSON:
Name:Barbara J. Cohen
Mailing Address:PO Box 391,_Peconic NY 11958
Phone#: 91.7-562-4290 Email:b c I '
1 Panning@gmall.com
DESIGN PROFESSIONAL`INFORMATION:
Name:Richard Mato Architect
Mailing Address:P.O. BOX 2284 Aquebogue, N.Y. 11931
Phone#:cell.(631-523-5879 Email:rmatoarchitect@gmail.com
CONTRACTOR INFORMATION:;
Name:T.B.D.
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure.@Addition @Alteration ❑Repair @Demolition Estimated Cost of Project:
❑Other $
o
Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes @N
1
PROPERTY INFORMATION
Existing use of property: I y1 F �I l Intended use of property: I VOU41'
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
- 0 this property? OYes �lko.IF YES,PROVIDE A COPY.
OCheck Box After Reading: Tmawner/contractor/du%mpmfTsdmdisnagmslbloforanelratrnpesndstormwacefb.ws.apaorwed6y
Chapter 235 of.the Town Code.AMUCATION 15 HEREBY MADE to the Building Depsitroant for the Issionce of a Bunding Permit pursusntto the.Butlding Zonm.
ordinances of the Tawn of Soutkold,Suffatk,'County,Now York aiid o4herapp11wb1e laws,Ord6nnces or Ra�datlons,forthe construction of bulldinip;
'additions;idt rations or for removal or demolition as herein ducrawd.7he appacentagmes Lo eornply with aB appiabfe laws,ordliniams,building code,
mousing coda and rsgulaHoris and to adrrdeauthoraad inrpaias on premises and in building(s)for nac'u r Inspactlorm fain statements made herNn an
punishable e a Qass A rnhdanieirior puesoarrt to Section 210:45 of the New York State Penal taw:
Application Submitted B (print name):E��J- "- �I horized Agent ❑Owner
PP Y(P )
Signature of Applicant�,� -t 0644 Date: 7—/Z'Zl2-0 L3
STATE OF NEW YORK)
cc SS:
COUNTY OF SLXfTc,I K )
6Q(bo ra J. (Yn he-n being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Aq-e-n{
(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
dayof 20a5
N ay Public
LINDA GLAESER
Notary Public-State of New York
PROPERTY OWNER AUTHORIZATION N0.01GI:6335190
Qualified in Suffolk County
(Where the applicant is not the owner) [My Commission Expires Jan 4,2024
I, �� If1tyl elk eIr residing at 154 fi not DTI , Or
do hereby authorize �&�('►"YA to apply on
my beh 0 to the Town of Sout old Building Department for approval as described herein.
C'�i1u°�i �� Flo l�o zd23
Owners Signature Date
�)jR�e�,p 'Ro cke r
Print Owner's Name
2
�ag�yff0lK�O� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
zs
Telephone(631)765-1802 https://www.southoldtownny.gov
FI®odplain Development Permit Application
RROPERTY1INFORMATION: Flood Zone: FIRM Panel: SCTM#1000-26-2-3
Address:154 KING STREET
city:ORIENT zip:11958
'CONTACT PERSON: Name:BARBARA COHEN-OWNER REP Phone#:917-562-4290
Mailing Address:PO BOX 391, PECONIC, NY 11958
PROJECT DESCRIPTION:. ADDITIONS AND ALTERATIONS AS PER BLDG PERMIT#49663
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)
Type of Structure Type of Structural-Activity
R Residential(i 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 R Addition to existing structure
❑Flood proofed(attach certification) 8 Alteration to existing structure
❑Manufactured Home ❑Other:
❑Located on individual lot 7
❑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 1 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.I understand that no work may start until•a permit is issued.The permit may be revoked if any
k false statements are made herein.If revoked,all work must cease until permit is reissued.Development shall not be used or occupied
until a 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 make reasonable inspections
to verify compliance.
Application Submitted By(print name):BARBARA COHEN, OWNER'S REP
Signature of Applicant: Date:9_9_2023
i
4
FORM NO. 3
I
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 25, 2021
TO: Barbara Cohen(Becker)
PO Box 391
Peconic,NY 11957
Please take notice that your application dated August 3, 2021:
For permit: to construct additions and alterations to existing single-family dwelling at:
Location of property: 154 King Street, Orient,NY
County Tax Map No. 1000—Section 26 Block 2 Lot 3
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 14,089 sq. ft. lot in the Residential R-
40 District, is not permitted pursuant Article XXIII Section 280-124 which states; lots
measuring less than 20,000 square feet in total size require a minimum rear yard setback
of 35 feet.
The site plan notes a rear yard setback of 5.75 feet.
In addition, the construction is not permitted pursuant to Section 170 of the Southold
Town Code and is subject to Historic Preservation Commission approval.
Autho 'zed Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Landmark,ZBA
BOARD MEMBERS �Jf SO Southold Town Hall
-T) *
Leslie Kanes Weisman,Chairperson 53095 Main Road -P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento U Southold,NY 11971
'. `: }'+ ; RECEIVED
0 i J V -L:: http://southoldtownny.gov
ZONING BOARD OF APPEALS M 2 4 2022
2 4 TOWN OF SOUTHOLD
Tel.(631)765-1809 -Fax(631)765-9064
Southold Town Clerk
FINDYNGS, DELIBERATIONS AND DETERMINATION
MEETING OF MARCH 17, 2022
ZBA FILE: #7601
NAME OF APPLICANT: Living Trust of Kathleen Becker
PROPERTY LOCATION: 154 King Street, Orient SCTM No. 1000-26-2-3*
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated November 5, 2022 stating that-this application is considered a matter for local determination as there appears
to be no significant county-wide or inter-community impact.
LVY'RP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town. of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LVvrRP Coordinator issued a recommendation dated March 1, 2022. Based upon the information
provided on the LV*rRP Consistency Assessment Form submitted to this department,as well as the records available,
it is.recommended that the proposed action is EXEMPT from Coastal Consistency Review.
PROPERTY FACTS/DESCRIPTION.- The subject property is an irregularly shaped flag parcel of 14,089 sq. ft.
with a Right of Way access to King Street. The property has approximately 30 feet of frontage on Orient Harbor,
then runs east for 245.58 feet before returning north for 100.15 feet. The northern property line is an irregularly
shaped line running West for approximately 243.00 feet back to Orient Harbor. The property is improved with a two-
story house, an attached garage, and a small accessory shed in the northeast comer, all shown on survey prepared by
John T. Metzger,L.S., dated April 28, 2021.
BASIS OF APPLICATION: Request for a variance from Article XXIII, Section 280-124; and the Building
Inspector's August 25, 2021, Notice of Disapproval based on an application for a permit to construct additions and
alterations to an existing single- family dwelling; 1) located less than the code required minimum rear yard setback
of 35 feet; located at: 154 King Street, (Adj. to Orient Harbor) Orient,NY. SCTM No. 1000-26-2-3.
RELIEF REQUESTED: The applicant requests a variance to construct an addition with a rear yard setback of 5.75
feet where a minimum 35 feet setback is required.
ADDITIONAL INFORMATION: The prior owner was granted a variance in 1963, No.1580, due to lack of access
of the property to a town road. (TL-280-a) Access was given via a Right of Way to King Street. The existing rear
Page 2,March 17,2022
#7601 Becker
SCTM No. 1000-26-2-3
yard setback was established with an attached garage and sunporch addition which has a Certificate of Occupancy
#22907, dated March 1994.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing.on this application on March 3,2022 at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicant's home is located in an historic district with non-
conforming parcels and dwellings that all predate the zoning code. The subject parcel is a flag lot and,the part of the
house in question cannot be seen from the street. The proposed addition is simply squaring off a corner of the rear
of the house, an addition of 154 sq. ft., using the existing setback lines of the garage from a private Right of Way
that has little,traffic, and would,therefore, not change the character of the neighborhood.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. Any addition to the non-conforming rear of the house would
require variance relief.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 84%relief
from the code.However,the addition in question is an extension of an already permitted and existing attached garage.
The proposed work will not increase the degree of non-conformity on the property.
4:. Town Law > 267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a rear yard addition while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Acampora, and duly carried,
to
GRANT the variance as applied for, and shown on the survey prepared by John T. Metzger, L.S. and dated April
28, 2021, and Architectural Plans (S1, P1 thru P5, E1 thru E4) prepared by Elizabeth Thompson, Architect, last
revised June 9, 2021.
SUBJECT TO THE FOLLOWING CONDITION:
1. The applicant must obtain a Certificate of Appropriateness from the Southold Town Historic
Preservation Commission
i
Page 3,March 17,2022
#7601 Becker
SCTM No. 1000-26-2-3
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
'the Board of Appeals,failure to comply with the above�qonditions may render this decision null and
void The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback
or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
IMPORTANT TIME LIMITS ON THIS APPROVAL
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null-and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE
COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure
to comply in a timely manner may result in the denial by the Building Department of a Certificate
of Occupancy, nullify the approved variance relief, and require a new variance application with
public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, Planamento and Lehnert.
This Resolution was duly adopted (5-0).
C
Leslie Kanes Weisman Chairperson
Approved for filing / /2022
Y
goer Unique
tie .
Mariella Ostroski,Chairperson `�ym� �, ^�f�� Town Hall Annex
Anne Surchin,Vice Chair 2 TOWnCf P `0 54375 Route 25
SOUTHOLD
Fabiola Santana • ::neu:°AK PO Box 1179
Allan Wexler =
i�,, z Southold,NY 11971
Tara Cubie N� ± FOpIND � Telephone: (631)765-1802
Jeri Woodhouse __
Kim E.Fuentes,Coordinator ARY'SZ AT10N GO email:kimf@southoldtownny.gov
southoldhpc@southoldtownny.gov
Town of Southold Historic Preservation Commission
July 28, 2022 ,
RESOLUTION #07.28.2022.01
Certificate of Appropriateness
RE: 154 KING STREET, ORIENT,NY, SCTM# 1000-26-2-3
Owner: KATHLEEN KMET BECKER, AS TRUSTEE
RESOLUTION:
WHEREAS, 154 King Street, Orient,NY is on the Town of Southold Registry of Historic
Landmarks; and
WHEREAS, as set forth in Chapter 170 of the Town Code(Landmarks Preservation Code)of
the Town of Southold, all proposals for material change/alteration must be
reviewed and granted a Certificate of Appropriateness by the Southold Town
Historic Preservation Commission prior to the issuance of a Building Permit; and
WHEREAS, the applicant submitted Architectural Plans depicting proposed alterations to an
existing single family dwelling;and
WHEREAS, the scope of work involves alterations and additions to a single family dwelling
to include cedar siding shingles,Timberline roofing shingles, and the installation
of Anderson Series(see schedule)windows and doors as shown on Elevations
and Architectural Plans prepared by Richard Mato,Architect, last revised June
20,2022; and
WHEREAS, the applicant met with the Commission during a public hearing on July 28, 2022,
where the applicant submitted a final drawing of scope of work and outlined the
project for the Commission.
NOW BE IT RESOLVED,that the Southold Town Historic Preservation Commission
determines that the proposed work meets the criteria for approval under Section
170-8 (A)of the Southold Town Code; and further,voted to close the hearing;
and
Page 2
Historic Preservation Commission
Becker
BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above
may require further review from the commission; and
,BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness, subject to approvals by all involved agencies.
MOVER: Commissioner Wexler
SECONDER: Commissioner Cubie
AYES: Commissioners Ostroski, Surchin, Santana, Wexler, Cubie and Woodhouse. (6-0)
RESULT: Passed
Please note that any deviation from the approved plans referenced above may require further
review from the commission.
C ,
S
Signed:
Kim E.Fuentes,Coordinator for the Historic Preservation Commission
Date: July 28,2022
I' EXISTING NEW ADDITION
KING STREET SURVEY OF PROPERTY
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AT ORIENT 154 KING STREET OWNER OF RECORD,
IW.b• II TOWN OF MUTvOLT - __-._ _ _ _ _ _ _ -_-_ OR.
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5 PROPOSED NORTH ELEVATION
CONTRACTOR MUST VERIFY ALL ROUGH OPENING SIZES
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HARDWARE FINISH AS SELECTED BY OWNER
PROVIDE ALL NECESSARY HARDWARE, SCREENS, EXTENSION JAMBS, ETC.
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Date:
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brewing No.:
EXISTING SOUTH ]ELEVATION PHOTO EXISTING EAST ELEVATION PHOTO EXISTING EAST ]ELEVATION PHOTO EXISTING NORTH ELEVATION PHOTO
7 EXISTING P1-{OTOS L� 2ETS
Mariella Ostroski,Chairperson A
our un;gt,e IPI Town Hall Annex
Anne Surchin, Vice Chair 'S' 54375 Route 25
Fabiola Santana �� J, fds PO Box 1179
Allan Wexler 4 MUTTOwn,Id MOLO r Southold,NY 11971
Tara Cubie ° i ntwyo�e ° Telephone:(631)765-1802
Jeri Woodhouse email:kimf@southoldtownny.gov
r n..
Marina de Conciliis
Kim E. Fuentes, Coordinator 0�%
A GO
RFSFRVAr%0
Town of Southold Historic Preservation Commission
August 24, 2023
RESOLUTION #07.28.2022.01 Amended
Certificate of Appropriateness
RE: 154 KING STREET, ORIENT,NY SCTM# 1000-26-2-3
Owner: KATHLEEN KMET BECKER, AS TRUSTEE
J
J
RESOLUTION:
WHEREAS, 154 King Street, Orient,NY is on the Town of Southold Registry of Historic Landmarks;
and
WHEREAS, as set forth in Chapter 170 of the Town Code(Landmarks Preservation Code)of the Town
of Southold, all proposals for material change/alteration must be reviewed and granted a
Certificate of Appropriateness by the Southold Town Historic Preservation Commission
prior to the issuance of a Building Permit; and
WHEREAS, on July 28, 2022, during a public hearing, the applicant submitted Architectural Plans
depicting proposed alterations to an existing single family dwelling as shown on
Elevations and Architectural Plans prepared by Richard Mato,Architect, last revised June
20, 2022; and
WHEREAS, a Certificate of Appropriateness was issued for alterations and additions to the single
family dwelling, Resolutions No. 907.28.22.01; and
WHEREAS, since the scope of work has changed to include the demolition of a portion of the single
family dwelling,the applicant was asked to present an Amended Plan to this Commission;
and
WHEREAS, the scope of work involves a portion of the dwelling to be demolished(Demolition Plan
Sheet D-1, last revised 7/17/23), alterations and additions to a single family dwelling to
include cedar siding shingles,Timberline roofing shingles, and the installation of
Anderson Series(see schedule on Sheet A-7)windows and doors, Elevations and
Architectural Plans prepared by Richard Mato,Architect, last revised February 13,2023
(Sheet A2 Foundation last revised 7/17/2023) and received by this Commission on July
21, 2023; and
i
3 Page 2°
Historic Preservation Commission
Becker—Amended August 24,2023
SCTM No. 1000-26-2-3
WHEREAS, the applicant met with the Commission during a public hearing on August 24, 2023,
where the applicant submitted a final drawing of scope of work and outlined the project
for the Commission; and
WHEREAS, the applicant shall submit to the Commissioners photographs of the finished
improvements upon completion; and
WHEREAS, the Commissioners may conduct a site inspection of subject premises once
improvements are completed.
NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission
determines that the proposed work which involves a portion of the dwelling to be
demolished(Demolition Plan Sheet D-1, last revised 7/17/23), alterations and additions to
a single family dwelling to include cedar siding shingles,Timberline roofing shingles, and
the installation of Anderson Series(see schedule on Sheet A-7)windows and doors,
Elevations and Architectural Plans prepared by Richard Mato,Architect, last revised
February 13, 2023 (Sheet A2 Foundation last revised 7/17/2023) and received by this
Commission on July 21, 2023; meets the criteria for approval under Section 170-8 (A) of
the Southold Town Code; and further,voted to close the hearing; and
BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may
require further review from the commission; and
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness, subject to approvals by all involved agencies.
MOVER: Commissioner Cubie
SECONDER: Commissioner Wexler
AYES: Commissioners Ostroski, Surchin;Santana, Wexler, Cubie, Woodhouse and de Conciliis. (7-0)
RESULT: Passed
Please note that any deviation from the approved plans referenced above may require further
review from the,commission.
Signed: --�
Kim E. Fuentes,Coordinator for the Historic Preservation Commission
Date: July 28,2022,Amended August 24,2023
I
New York State
Parks, Recreation and
Historic Preservation
KATHY HOCHUL ERIK KULLESEID
Governor Commissioner
April 24, 2023
Barbara Cohen
Owner's Representative
B.J.C. Associates, Inc
PO Box 391
Peconic, NY 11958
Re: DEC
Becker Residential Addition
154 King St, Orient, NY 11957
23,PR02743
Dear Barbara Cohen:
Thank you for requesting the comments of the Division for Historic Preservation of the Office of
Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted
materials in accordance with the New York State Historic Preservation Act of 1980 (section
14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are
those of the Division for Historic Preservation and relate only to Historic/Cultural resources.
They do not include potential environmental impacts to New York State Parkland that may be
involved in or near your project. Such impacts must be considered as part of the environmental
review of the project pursuant to the State Environmental Quality Review Act (New York
Environmental Conservation Law Article 8) and its implementing regulations (6NYCRR Part
617).
The project seems to be located within the Orient Historic District. There is some dispute about
the boundary that is unresolvable with the documentation. However, the project has the
potential to visually impact the district. The Becker House is non-contributing to the district
because it postdates the period of significance.
The project is appropriate and will not detract from the historic character of the Orient Historic
District.
If you have any questions, I can be reached at sloane.bullough(atov or 518-268-2158.
Sincerely,
Sloane Bullough
Historic Sites Restoration Coordinator via email only
New York State Office of Parks, Recreation and Historic Preservation
Division for Historic Preservation,Peebles Island,PO Box 189,Waterford,New York 12188-0189
(518)237-8643•https://parks.ny.gov/shpo
KING EN STREET
EDGE OF PAVEMT
SITE PLAN
198.36' 1 N FOR THE
li 111� BECKER RESIDENCE
1
1 1 SITUATE
1 1
RESIDENTIAL ADDITION 11,E 1 ORIENT
154 KING STREET OWNER OF RECORD,
ORIENT, NY 11957 LIVING TRUST OF KATHLEEN KMET BECKER 1 O, 1 TOWN OF SOUTHOLD - SUFFOLK COUNTY, N.Y.
SCTMa 1000-26-02-03 1 A - SCALE, I" INCH So- FEET
FIRST FLOOR FINISHED ELEVATION, +/- 9.2' FT I
ZONING DISTRICT, RESIDENTIAL, LOW DENSITY R-40 VILLAGE O PREPARED , 4/II/25
ORIENT HISTORIC DISTRICT 6 I
LOT AREA, 14,08q S.F. N10/'
EXISTING IMPERVIOUS LOT COVERAGE, GAZARIAN
HOUSE, I,109 5.F.
SUN PORCH SAO S.F.
GARAGE, 45Q S.F.
SHED, 96 S.F. C
WALKS/PAVERS, 161 S.F. r p�
TOTAL, 2,165 S.F. Z A I"
2,165 S.F./14,089 S.F. x 100- 15.AZ O T S1.2Y SRF EL.7.7'
NM'IB'80'E ':.T _
PROPOSED IMPERVIOUS LOT COVERAGE, gi-SP1E 6.5 fYNB
EL 7.3' 10.0'
ADDITION, 154 S.F. N 0892'GO' W FRAM
(EX.) 2,I65 S.F. t (PROP.) 154 S.F. a 2,319 S.F. 30.00' �?
2,319 S.F./14,089 S.F. x 100- 16.5; 9/,
R
IA eon E1.7. IPA
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SITE INFORMATION TAKEN FROM "'• LANDIRc SEPTICF
SURVEY PREPARED BY PECONIG SURVEYORS, P.G. /� m
LAST DATED APRIL 28, -2021 N10/�FOGAR•T 1
CHRISTppHER w 1 2 57oRY 8 tml
ELF-VATIO49 SHOWN BASED ON N.A.V.D 68 DATUM N,Q 11 FR.HOUSE2. C. ��$ c g �y
i EL. 7.7' EXISTING ISPOT ELEVATION ¢ IFIroFIrfl' , y i^ u'
1 rl n
EL 6.3' 1 PLAN 1 1 GARAGE 1+�
G".- 10 L z
0 nMBEa E 142 20' 1 a ELva,D ?
RFBAR SET EDGED 80�7'tx1 26.7' `
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TAX MAP Z EL 6.6 0p� GRAVEL µELK C SLAB 1O 2O,
'245.5t3 L ROAD
�1
DISTRICT I000
SECTION 026END y f' IL FENCE �. $ �� L•1
BLOCK 0 4 N F.E. SPLIT RA o.HIGH ,AFyK® •\ off
LOT 02 �® r7 1�$ £ -� l9
0� a N F� NO w sao 27'p0 W rp W Gy-RDEN
AREA, 14,OD9 S.F. �0 O23TIIZ LINE) O' ,. 22 REBAR SET N/0� EN ,\ PETER
4 c� EL 6.e nwAu SUSAN HOLD
RICHARD M. MATO, A. I. A. �\
A R C H I T E C T
P.O.BOX 2284 AQUEBOGUE N.Y. 11931
(631)523-5879 rmatoarchitect@gmail.com
Barbara J. Cohen
PO Box 391 ® Peconic NY 11958 ® 917.562.4290
bicnlanningQ)email.com
November 13, 2023
Town of Southold 0 E C E 0 IS E
Department of Buildings
PO Box 1179 NOV 1 6 2023
Southold NY 11971
ment
Attention: Mr. John Jarski BTown� ,iwut old
'ro�rn at..ut.�9:�1d
Deputy Chief Building Inspector
Town of Southold
Re: 154 King Street, Orient NY 119571 SCTM#— 1000-26-02-03
Mini-Split Condenser Location
Dear Inspector Jarski:
As per your instruction, please assign the mini-split HVAC installation (by Kolb Heating +
Cooling) to the open permit#49663.
In sum, the house will fitted with:
Five (5) zone Mitsubishi ductless/ducted Variable Refrigerant Flow high efficiency heat
pump heating and air conditioning system to consist of the following:
Zone#1: Living Room, Kitchen, & Dining Room (Ductless).
Zone#2: New Study (Ductless)
Zone#3: Bedroom #1 (Ducted)
Zone#4: Bedroom #2 (Ducted)
Zone#5: Second Floor(Ducted)
There will be two, Mitsubishi - 30k BTU - M-Series Outdoor Condensers to serve the
system. One condenser will share the platform (with generator) located, as per your
directions, at the southeast corner of the subject property with a minimum setback of 5 feet
from both the side yard (east) and rear yard (south) property lines. The second condenser
will be located at the north side of the house facing King Street as per specifications. A
marked-up survey is provided to show locations.
anks X
much.
a ara J. Cohen
Authorized Agent for the Property Owner
cc. Tucker Electric I Kolb Heating & Cooling
Kathleen Becker, Property Owner
enclosures
KING STREET SURVEY.4F. PROPERTY
N - AT ORIENT
19106' TOWN OP SOUTHOLD "
SUFFOLK COUNTY, N.Y. "
1000 26-02__w
MAZE 11=30,
APRIL.12,.2021
0 a APRIL-28, 2021(SET CORNERS)
OCTOBER 21,2023(FOUNDATION LOCAT701V)
N/01F
GAZARIAN
c
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=.GOUTY POLE UMENT N 09'12'00'W. +atl RAM
SH
—�—=OVERHEAD WIRE S N/0/F
� "
.S MRS CT DAMS r
ELEVATIONS ARE REFERENCED TO NA VD.88
Location of u� 0
Condenser#2 ^w`o .2 of
Smc m
N/0/F z +eS Shared Location of
CHRISTOPHER FOGARTY %
t ; Condenser#1 8 y
ir,g 1 FRSHOUS t o
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: iiR,�p.9.Y tl" ul
CONCR5te N
ci
1422a t f0UN0A� `.
i0 REBAR SET m +FR N g02Y00 B y� RIDTM
�y Svp,_ •-
Z Q ou 2 S GRAmL 110110BW
N%/F
PETER W.'WERDEN
S80
ANY ALTMA77ON OR ADdRON TO 7WS SURVEY IS A WOLAnON N/0/F
OF SEONON 7209OF 7HE NEW ypRK STA7E EDUCA770M LAW. SUSAN HOLDEN' uC.Na I9616
EtCEPT AS PER-SM77ON 7209-SUBDIWS/ON 2 ALL CERTIRCA770NS PE�MII0 P.a
HEREON ARE VALID'FOR 7WS MAP'AND COPIES THEREOF ONLY IF (�1�765- fAX(631)765-1797.
SAID MAP OR Cop/ES BEAR 7N£IMPRESSED SEAL OF 7HE SURWMR W p� T z 4 7RAYELER STREET .I
OW S1CNA7URE APPEARS HE77EON. AREA014,089 80. Fr. Tom IE,LINE
�7HOL0'NY. 1197! 2e0-012
v Homeowners 1-800-433-4822 Mon-Fri 8AM-7PM EST
ELECTRIC 4 Products - About - Resources Esporlol Q
WALL-MOUNTED INDOOR UNIT
The MSZ-GL Wall-mounted Indoor Unit offers a wide range of sizes providing the
most application solutions.The MSZ-GL indoor unit matches the single-zone heat
pump,multi-zone heat pump,or H2i'Hyper-Heating INVERTER'heat pump systems.
Its counterpart,the MSY-GL,is a single-zone air conditioner for climates where
i «ta
heating is unnecessary.
Capacities:6,000 to 24,000 BTU/H
Sound:as low as 19 dB(A)
SEER:up to 24.6
HSPF:up to 12.8
COP:up to 4.44
ENERGY STAR'Yes
Primary Benefits:
QQ ECONO COOL QQ NANO PLATINUM FILTER
SWING
CO Homeowners 1-800-433-4822 Mon-Fri 8AM-7PM EST
MrSUBISM
Products About Resources EsPaAol Q
EZ FIT' CEILING CASSETTE
The MLZ-KP EZ FIT'Ceiling Cassette recesses between the ceiling joists providing a
clean flush-mount appearance.The slim body design fits into shallow ceiling
cavities making the EZ FIT a popular selection for room upgrades or new
construction projects.High/low ceiling airflow settings and automatic vane control
personalize room comfort.
Capacities:6,000 to 18,000 BTU/H(top image 06,bottom image 9/12/18)
(6,000 model is mulit-zone only)
- -^ - Sound:as low as 21 dB(A)
SEER:up to 22.3
HSPF:up to 13.3
COP:up to 4.1
ENERGY STAR':Yes
Primary Benefits:
[D ECONO COOL &,D SWING
• J.f'ua'�'
r
i�l. ,.•al�il•> I
Mitsubishi - 30k BTU - M-Series Outdoor Condenser
General Information
7yp Outdoor Condenser
Product Line MSeries
Product Category Mini Split System Components
Operating Mode 0 Heating and Coaling
Maximum Number of Zones 3
Multi-Zone Compatible Yes
Refrigerant type R410A
Installation Location Outdoor
Branch Box Required 0 No
Base Pan Heater Included No
Performance
CoolingBTU ~_..�..,..----_.,_._v___..._.__..._........-_..�..-30000V_.___.__�..._._...___._......_.._.,...
Cooling Capacity 28400 BTU
Heating Capacity 36000 BTU
Maximum Sound Level 0 56 dB
Low Ambient Heating No
Minimum Outdoor Temperature for Heating 0 5 F
Minimum Outdoor Temperature for Cooling 14 F
Electrical Data
Voltage 208230 Volts +_y
Phase 1
Frequency 60 Hz
Minimum Circuit Ampacity 22.1 Amps
Recommended Breaker Size 25 Amps
Dimensions
Maximum Line Length ____._...�.___.._....___,._.,,-.--230 Feet
Line Set A Liquid Connection 1/4 Inch
Line Set Gas Connection 12 Inch
Line Set B Liquid Connection 114 Inch
Line Set B Gas Connection 318 Inch
Line Set C Linuid Connection 114 Inch
}g}gr � Mitsubishi-30k BTU-M-Series Outdoor Condenser-For 2-3 Zones
t: Model:MXZ-3C30NA3 Item Number.,117150
Accessories Features Specifications
Shipping Height__ 40 11/16Inches ^
Shipping Width 40 15/16Inches
Shipping Depth 17 11116 Inches
Shipping Weight 157 Pounds
Certifications
ETL Listed Yes
Warranty Information
Parts Warranty OO ._� `•'—.__�u_._..__._�_,.5 Years --- -`---���---
Compressor Warranty 7 Years
1
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II I � �E'.R VISIBLE INSPECTION ��
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TOWN OF S%OkPQ PD: . _. Drawn BY: -
HISTgLitC PRESORVI ON pow[ 16N R ^
Date:
7/17/22
ND.:
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ENTRY FOUNDATION �j
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5
,PRIOR TO.L^ON9TRIJGTION•:NIY.f IFY ARCHITECT OF DISCREPANCIES. I _
NOT`RESPIDNBIOI-E FOR CM WGG` I1ADE NITIJOUT NOTIFICATION, TOWN OF SOLI 1 HOW Date;
6/6/2022
HISTORIC PRESERVATION COMMISSION Drawing No.:
:A2
ki o 10F 3 1HEE75
Barbara J. Cohen
PO Box 391 ♦ Peconic NY 11958 * 917.562.4290
bid,plannin.g(W-wail.com
March 5, 2024
Town of Southold
Department of Buildings
PO Box 1179
Southold NY 11971 MAR 2q24
Attention: Mr. John Jarski '..'reu
`y'
-T
Deputy Chief Building Inspector
Town of Southold
Re: 164 King Street, Orient NY 119571 SCTM#- 1000-26-02-03
CO Request: Final Amended Plans & Elevation Certificate
Dear Inspector Jarski:
Subsequent to your Final Inspection site visit on February 29, 2024, 1 am enclosing the
following to the request for an updated Certificate of Occupancy:
Final amended plans (2 sets)
Elevation Certificate
Final Inspection: Permit 49663 for the House Alteration (including Electric)
Final Inspection: Permit 50067 for Generator
Thanks very much.
Barbara J.Cohen
Barbara J. Cohen
Authorized Agent for the Property Owner
cc. Kathleen Becker, Property Owner
enclosures
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-03651 F:(631)444-0360
www.dec.ny.gov
NO PERMIT NECESSARY
April.25, 2023
Living Trust of Kathleen Kmet Becker
PO Box 151
Orient, NY 11957
Re: U PA#1-4738-04951/00001
Facility: 154 King St, Orient, NY
SCTM# 1000-26-2-3
' Dear Applicant:
The Department of Environmental Conservation (DEC) has completed a review of your
proposal to construct.a 154 square foot addition-to your single-family dwelling.
Based on the information you submitted, the site plan prepared by Richard M Mato, AIA dated
4/11/2023, this department has determined that the;project is listed in the Tidal Wetlands Land
Use Regulations (6NYCRR Part 661.5 (b) (#50)) as a use not requiring a permit. All work is
located greater than 75' from the tidal wetland boundary, and the lot coverage is less than
20%. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the
Environmental Conservation Law. (DEP ARNO)
Be advised, any additional,work or modification to the project as described, may require DEC
authorization (e:g. changing the footprint of your home, upgrading the sanitary system, etc.).
Please contact this office if such activities are contemplated.
Please note that this letter.does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Also note, since no permit is needed for the above activity, check# 3290 in the amount of
$300 has been voided.
Sincerely,
Ma�ryMacKinnon
Deputy Regional Permit Administrator
cc: Barbara Cohen, BMHP, File
voRK Department of
STATE Environmental
Conservation
r
Ir
KING STREET _ SITE PLAN
198,3g' I m FOR THE
li Ih DECKER RESIDENCE
I I
I I SITUATE
RESIDENTIAL ADDITION ORIENT
154 KING STREET OWNER OF RECORD. 11
ORIENT, NY I1g57 LIVING TRUST OF KATHLEEN KPIET BECKER 10. TOWN OF SOUTHOLD — SUFFOLK COUNTY, N.Y.
5CT1'9n 1000-26-02-03 I? — SCALE. III INCH SO- FEET
FIRST FLOOR FINISHED ELEVATION. +/- q.21 FT S O PREPARED , 4/11/25
ZONING DISTRICT, RESIDENTIAL, LOW DENSITY R-40 VILLAGE
ORIENT HSTORIC DISTRICT
LOT AREA. 14,08q S.F.
EXISTING IMPERVIOUS LOT COVERAGE. _ A2ARIAN
HOUSE, 1,10q S.F.
SUN PORCH 340 B.F.
GARAGE. 45q S.F. toSHED. q& S.F. C
WALKS/PAVERS. I61 S.F.
TOTAL. 2,145 S.F.
z
Z A � EL 7.7'
2,165 S.F./14,05q S.F. x 100- 15.4X 0 " N$4'16!WE 51.0 SRF ��sj
S
PROPOSED IMPERVIOUS LOT COVERAGE. EL 7.3' 10aE 1.61S. ENB
ADDITION. 154 S.F. N OB'I2�00�W FRAME
(EX.) 2,165 S.F. . (PROP.) 154 S.F. a 2,31q S.F. 30.00' SNED
2,31q S.F./14,08q S.F. x 100- I6.S% p�ra Fey
N N 'WE L..7. I 11 0 N/O/F r
EL 6.3' 50.00 EL 7.2' 0 MRS CT DAMS
0 pMBFR UNED- O
ORANEL N
` SITE INFORMATION TAKEN FROM LAND1Nc ssEEP71CF m
SURVEY PREPARED 13Y PECONIC SURVEYORS, P.G.
LAST DATED APRIL 25, 2021 N&FFOGI'�RN IB.3' 1
CHRISTOPHER ��. 1 2 STORY � 9
ELEVATIONS SHOWN ®ABED ON N.A.V.D 55 DATUM N,0 FR.HOU
I
SE 1$ g
Q >� 1 Fln.1,0_11.2
i•EL. 7.7' EXISTING SPOT ELEVATION
m^
0 EL 6.3' � PUN 1 j GpRFlGE
O REBAR SET TIMBER E 142.2 1 a>r •fapB.O �•7, £?N `-
�+ TOP EpLAN g0*27
s TER N EL 7.7
TAX MAP �EALw86 p� GRAVlEL � OOONN C PARS -�SpIKE ` 20' RAW F�
,^ C. - '245. ROAR `
DISTRICT 1000 \ - $ r GRA`1EL
SECTION 024 9 dET1Y y P pN4 NF.E. SPUT RAIL FENCE O o b'1j14,1 ® . r l �•l
LOT K �� �y£' —� L9
BLOC
ND " sat127'�'W NA WERDEN
k AREA. 14,0541 S.F. (TO TIE LINE.) O•� TOP SEAWALL PETER
,• 2�2�REBAR SET
i (0.3234 AC) ELSr.A SUSANOHO�EN \
RICHARD M. MATO, A. I.A.
A R C H I T E C T
' P.O.BOX 2284 AQUEBOGUE N.Y. 11931
(631)523-5879 cm6toelchitect@gmail.com
D E C E UE
FF I/r BUILDING DEPARTMENT-Electr nspretCt'or 9 2023
a� y TOWN OF SOUTHOLD
o Town Hall Annex- 54375 Main Road - FIblU$'3 "- rtment
N Z of Southold
o Southold, New York 11971-0951OVdri
Telephone (631) 765-1802 - FAX (631) 765-9502
l jamesha-southoldtownny.gov - sea ndCaD-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: NOV. 7, 2023
Company Name: TUCKER ELECTRIC INC.
Electrician's Name: FRANK RAYNOR
License No.: ME-4926 Elec. email:FRANK.RAYNOR@YAHOO.COM
Elec. Phone No: 631-478-2801 01'request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: KATHLEEN K. BECKER LIVING TRUST, KATHLEEN BECKER, TRUSTEE
Address: 154 KING STREET, ORIENT NY 11957
Cross Street: VILLAGE LANE
Phone No.: P->
Bldg.Permit#: 49663 email:
Tax Map District: 1000 Section:26.00 Block: 2.00 Lot:3.00
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
NEW WIRING OF ADDITION. INST
ALLATION OF NEW 200 AMP UNDERGROUND ELECTRICAL SERVICE.
Square Footage: 1000
Circle All That Apply: 4-- /5 7z�
Is job ready for inspection?: R1 YES ❑NO ✓❑Rough In ' ❑ Final
Do you need a Temp Certificate?: YES ❑NO Issued On Q 11312-3
Temp Information: (All information required)
Service SizeFv-l1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter#
❑✓ New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect❑✓Underground❑Overhead
#Underground Laterals ✓ 1 2 H Frame ✓ Pole Work done on Service? ✓ Y ON
Additional Information:PLEASE CONTACT ME AT 631-478-2801 FRANK RAYNOR
PAYMENT DUE WITH APPLICATION
�o�osvFFotIr�oG
yt BUILDING DEPARTMENT-Electrical Inspector
C*„ TOWN OF SOUTHOLD
o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959
Telephone (631) 765-1802 72
Temporary Certificate # 113-14 Date o v e 2023
Customer Name 7 .gWeem Electrician Name
Address/6z/ „' Qr, Phone 63/• 1179 ICI
e-mail e-mail & dnk . .-ct r �) , C041
Phone License# Me q l 2 p
Size o A Phase / Overhead Underground #of Meters 1
Remarks
#of Underground Laterals 1 2 New
"H" Frame or PoleL H P Fire Reconnect
Was work done on Service Y Yes Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification' valid for 9 da f om the above.
Authorized by `
D E C E 0 U E
®�ofFO`, �® BUILDING DEPARTMENT- Electr ' nsp}�tctor 9 ?0?_3
may, �y TOWN OF SOUTHOLD
C Town Hall Annex - 54375 Main Road - F170IY630
Am Southold, New York 11971709560 1 of'`° !)o"A
Telephone (631) 765-1802 -FAX (631) 765-9502
iamesh -southoldtownny.gov - seandRsoutholdtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: NOV. 7, 2023
Company Name: TUCKER ELECTRIC INC.
Electrician's Name: FRANK RAYNOR
License No.: ME-4926 Elec. email:FRANK.RAYNOR@YAHOO.COM
Elec. Phone No: 631-478-2801 1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: KATHLEEN K. BECKER LIVING TRUST, KATHLEEN BECKER, TRUSTEE
Address: 154 KING STREET, ORIENT NY 11957
Cross Street: VILLAGE LANE
Phone No.. BilV-I'M I111,1Q4M BA..J.COHEN(OWNERS REP(
Bldg.Permit#: 49663 email:
Tax Map District: 1000 Section:26.00 Block: 2.00 Lot:3.00
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
NEW WIRING OF ADDITION. INSTALLATION OF NEW 200 AMP UNDERGROUND ELECTRICAL SERVICE.
d+ Y
r Square Footage: loon
Circle All That Apply: -0-/,5 71/
Is job ready for inspection?: YES ❑ NO R]Rough In _ ❑ Final
Do you need a Temp Certificate?: YES ❑ NO Issued On eFA�Llz�-W_ /i 13/
Temp Information: (All information required)
Service SizeFv]1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter#
❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead
# Underground Laterals ✓ 1 2 H Frame ✓ Pole Work done on Service? RI Y DN
Additional Information:PLEASE CONTACT ME AT 631-478-2801 FRANK RAYNOR
PAYMENT DUE WITH APPLICATION
-%
PERMIT d Address:
1
Switches I
1 `
Outlets
GFI's
Surface ' I
Sconces
HH's I I I l
UC Lts
Fans ��
Fridge HW
Exhaust Oven W/D
Smokes OW Mini
-arbon � Micro Generator
-ombo Cooktop Transfer
s r AH Hood Service
Amps Have Usec
-pedal
omments
-car"
J
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41 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
. Telephone(631)765-1802 Fax(631) 765-9502 htt s://wWW.Southoldtow
1 `► Yllil �
Date Received
APPLICATION FOR BUILDING PvnMIT
oI OV[E D.
[ECE
For Office Use Only
PERMIT NO. Building Inspector: AUG — 3 2021
'Applications end forms must be,fiped out in their entirety:;Incomplete- g�BO DEPT,�
applications wiltnot 6e accepted': Where the App6can#is not the owner,an - TOWN OF SOil'lr'H®LB
6wner's'Authot6tion form(Page 2)shall.he completed
Date:AUGUST 12021
OWNERS)OF,PROPERTY: - - - --
Name-Kathleen Becker SCTM#1000-26-02-03
Physical Address:154 King St., Orient, NY 11957
Phone#:917-743-7176 Email:kathykmet@gmail.com
Mailing Address:PO Box 151, Orient NY 11957
'CONTACT PERSON:'
Name:Barbara J. Cohen
Mailing Address:PO Box 391, Peconic NY 11958
Phone#: 917-562-4290 Email:bjqqhen@aft.net
DESIGN PROFESSIONAL.INFORMATION
Name:Elizabeth Thompson Architect
Mailing Address:P.O.Box 464, Orient, NY 11957
Phone#:g17-848-1541 Email:et@elizabeththompsonarchitect.com
CONTRACTOR INFORMATION: -
Name:T.B.D.
Mailing Address:
Phone#: Email:
DESCRIPTION DF PROPOSED CONSTRUCTION ;
❑New Structure ®Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo
1
Barbara J. Cohen
PO'Box 391 ♦ Peconic NY 11958 ® 917.562.4290 + bjcohen@att.net
August 19, 2021
Town of Southold
Building Department
PO Box 1179
Southold NY 11971
Attn: Ms. Amanda Nunemaker
Via Email: amanda.nunemaker@town.southold.ny.us
Re: Building Permit Application
154 King Street, Orient NY 11957
Taxl-ot— 1000-26-02-03
Dear Ms. Nunemaker:
In response to your call, I am enclosing revised plans that: clarify the nature of the
enlargement (open study vs. enclosed room), and remove the pergola. A more
readable copy of the survey is also included and makes clear that the rear yard setback
is 5'-9". The revisions do not impact the zoning calculations.
Please remove the initial submission plan set from the file and replace with these
revised plans. With the completed application and the $50 fee, I hope you can proceed
with issuing the Notice of Disapproval, the prerequisite for a variance application to the
ZBA.
If you have any questions, or require additional information, please contact me.
Thanks very much.
DigitaDYslgnml Barberel.Cohm 2
Barbara J.Cohen °�°�e-�;�:n U,
Wle N121-1.11.--.1
Barbara J. Cohen
Authorized Agent for the Property Owner
cc. Kathleen Becker, Property Owner
Enclosures.
Barbara I Cohen
PO Box 391 ® Peconic NY 11958 b 917.562.4290 * bicehen(aD-att.net
August 1, 2021
Town of Southold
Building Department
PO Box 1179
Southold NY 11971
Attn: Ms. Susan Pontino
Re: Building Permit Application
154 King Street, Orient NY 11957
TaxLot— 1000-26-02-03
Dear Ms. Pontino:
On behalf of Kathleen Becker (Property Owner) I have enclosed a building permit
application to�enlarge the existing single family home by 154 square feet and re-frame
the garage roof.
In brief, the Site is an irregular-shaped, non-conforming interior lot with-easement
access from King Street in Orient, and situated within a R-4G zoning district and the
Orient Historic District. Existing and Proposed plans are attached.
Enclosed is a check for$50.00 for the permit application and the Notice of Disapproval,
as additional approvals are required.
If you have any questions, or require additional information, please contact me.
Thanks very much.
a'�
arbara J. Co n
Authorized Agent for the Property Owner
cc. Kathleen Becker, Property Owner
Enclosures.
Residence Addition 01SAPPROVAL
154 King Street Owner of Record:
Orient, NY 11957 Living Trust of Kathleen Kmet Becker
KING 5'TR T - SURVEY OF PROPERTY SCTIVI#: 1000-26-02-03
N AT ORIENT First Floor Finish Elevation: +9.2 ft
TOWN of SOUTHOLD Zoning District: Residential, low density R-40 Village
SUFFOLK COUNTY, N.Y.
r000-.�e-W-W Orient Historic District
SCALD' 1•--,W
A Total Lot Area: 14,089 SF
Total Existing Lot Coverage: 2,004 SF @ 14.2%
Re it Y.ir „ck i,5,o. House 1 ,109 SF
-PROPOSED NEW BULONKAN" ,Q Sunporch 340 SF
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ELEVA TIONS ARE RED? NCFD TO NAM M A.R= �� �,usm eL zx
°� Total Proposed Lot Coverage: 2, 158 SF @ 15.3%
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List of ,Draw_„as
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Generated by REScheck-Web Software
Compliance Certificate
Project Becker Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
154 King Street Kathleen Becker Richard Mato
Orient, NY 11957 154 King Street Richard M. Mato,A.I.A
Orient, NY 11957 P.O. Box 2284
Aquebogue,NY 11931
631-523-5879
rmatoarchitect@gmall.com
Compliance: Passes using UA trade-off
Compliance: 10.40/6 Better Than Code Maximum UA: 48 Your UA: 43 Maximum SHGC: 0.40 Your SFIGC: 0.34
The%Better or Worse Than Code Index reflects how close to compliance the house Is.based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum code home.
Slab-on-grade tradeoffs.are.no.longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area C.vity Cont. Prop. Req. Prop. Req.
Perimeter
Ceiling 2: Flat Ceiling or Scissor Truss 154 30.0 .0.0 0.035 0.026 5 4
Wall 1:Wood Frame, 16"D.C. 408 21.0 0.0 0.057 0.060 21 22
Window 2:Wood Frame:Double Pane with Low-E 46 0.270 0.320 12 15
SHGC:0.34
Floor 1:All-Wood Joist/Truss:Over Unconditioned 154 30.0 0.0 0.033 0.047 5 7
Space
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the R check Inspection Checklist. -
ie A IA. VA T40 A1A . � 3 I
Name=-Title— —Signature----------------- ^ate-1-1 --- .
Project Title: Becker Residence - - ..-................... - eR porrtd—aTe 03717123T
Data filename- Pagel of 9
REScheck Software-Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plens Verified Fleld�Verifled'
Pre-Inspection%Plan Review Value Value Complies? Comments/Assumptions
&Re .ID
1'03.1, ;Construction drawings and it <':: .,' - = ❑Complies
103.2 documentation demonstrate "' '' j .«: Does Not
[PR1)1 energy code compliance for the :; y
j building envelope.Thermal
❑Not Observable
;envelope represented on []Not Applicable
_ :construction documents. '
103.1, :Construction drawings and `•,,r' f:'';'1 ; '. ;�., -•-�K❑Complies
103.2, documentation demonstrate ❑Does Not
403.7 energy code compliance for f -•', = 4
❑Not Observable
[PR3]1 ;lighting and mechanical systems.
-,','., i❑Not Applicable
:Systems serving multiple ;
dwelling units must demonstrate ` _ - '
;compliance with the IECC
(Commercial Provisions.
302:1, j Heating and cooling equipment is: Heating: Heating: :❑Complies
40 .7, ~sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not
[13112•]2 i on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable 1,
Manual)or other methods Btu/hr Btu/hr
Japproved by the code official. ;❑Not Applicable
Additional Comments/Assumptions:
ig m)act ifer IT— alum Impact(Tier 2) 3 Low Impact(Tier 3)
---Proje-ct-Titte:--Becke r-Resldenc- ' —- Report date: 03/17/23
Data filename: Page 2 of 9
Section. ,
# Foundation•inspection_—] Complies2 Comments/Assumptions
&'Re .ID
�303 211 :A protective covering is installed to .,❑Complies
[F,0 1]z l i protect exposed exterior insulation ❑Does Not
;and extends a minimum of 6 in, below .
;grade. ❑Not Observable
= g ` '❑Not Applicable
',4 Snow-and ice-melting system controls.❑Compiies
(FO12iJ2 installed. ❑Does Not
..0 ❑Not Observable.
;❑Not Applicable
Additional Comments/Assumptions:
-Righ impactier 1) Medium Impact(Tier 2) t(Tier 3)
^Project-ntle:-Becker-Residence Report date: 03%17/23
Data filename: Page 3 of 9
Section plans Verified Field Verified
# Framing/Rough-ln Inspection Value Value Complies? TComments/Assumptions
&.Req.ID •
402.1.1, :Glazing U-factor(area-weighted U- U- •❑Complies See the Envelope Assemblies
402.3.1. average). ❑Does Not table for values.
402.3.3,
❑
402.5 Not Observable
[FR2]1 ❑Not Applicable
303.1.3 ;U-factors of fenestration products�'•.' '' '': ,',,.,,. "' _ V ;❑Complies
[FR4]1 ;are determined in accordance '�•r ;,; `.? ;; ' r' . '':❑Does Not
with the,NFRC test procedure or s.' j,:
U -]Not Observable
taken from the default table.
❑Not Applicable
402.4.1.1 :Air barrier and thermal barrier {{ _> ' ' _ - '` '`.' I❑Complies
[FR23]1 :installed per manufacturer's t=.'+ '` ,{ ?`:}` ,❑Does Not
instructions. �_.+;.:�:' - "- '�:'
� +i• �.•�t ,, -�� r- •`J❑Not Observable
r• t. +'•'.�--` :'` "❑Not Applicable
402.4.3 Fenestration that is not site built - _ `.` 'y ;Fi'::,_':y , ;, • :;❑Complies
[FR20]1 'is listed and labeled as meeting :- a`" t°'.;``-:� `;";
AAMA/WDMA/CSA 101/I.S.2/A440 '` ❑Does Not
L; T.� _;' •.;.J❑Not Observable
or has infiltration rates per NFRC •�`- _;,= � -•`' 1
:400 that do not exceed code - ;, `: ` ,)❑Not Applicable
limits.
4;03;4_.5�+r;;IC-rated recessed lighting fixtures ' ,`,` �'', i ;:' .;, �_.=`` - ' ';❑Complies
[FR16]�+lsealed at housing/interior finish ''0�, ; "" ''', -
.16l a '. '. ,'4;�.;,:.;:�_ %� > ,.: �,-, ❑Does Not
and labeled to indicate<_2.0 cfm =]
leakage at 75 Pa. ❑Not Observable
❑Not Applicable
403.3.1 ;Supply and return ducts in attics + '," ?' ❑Complles
[FR12]1 !insulated>= R-8 where duct is �" "` .�.,. "''r•;,'' ±,J❑Does Not
>=3 inches-in diameter and>_
R-6 where<3 inches.Supply and ;t C i ,_i• ❑Not Observable
'Wit:;:' ;, �❑Not Applicable
.return ducts in other portions of -;�;,-: � i"�` -��'`,•�;,••, . .;, ''`, '-
' 'the building insulated>= R-6 for y - t ':'D;
diameter>=3 inches and R-4.2
,for< 3 inches in diameter.
403.3.2 ;Ducts,air handlers and filter ❑Complies
[FR13]1 ;boxes are sealed with :,r, `'°^ '" r• .T°ej "t i❑Does Not
;joints/seams compliant with ]❑Not Observable
International Mechanical Code or ;'i�;:::';_: : = ',' `,4.<} :. ..; '•:
International Residential Code,as , ❑Not Applicable
applicable.
A13� Building cavities are not used as _'OComplies
ducts or plenums. is ,"' :'' ,•. Does Not
�: i❑Not Observable '
JE]Not Applicable
4U3:4..4 HVAC piping conveying fluids R- R- ❑Complies
[FR17r]?`_.. above 105 QF or chilled fluids :❑Does Not
ZI below 55 2F are insulated to i>_R- ❑Not Observable
3. ❑Not Applicable
403.4.1 ;Protection of Insulation on HVAC ; T -; v ;❑Complies
[FR24]1 ;piping. :• ❑Does Not
S ;❑Not Observable
❑Not Applicable
403.5.3 , i'Hot water pi ep s are insulated to R _ R- CICo.mplies.
[FR18]. [I aR=3. ❑Does Not
3 ❑Not Observable
❑Not Applicable
403.6,. ';Automatic or gravity dampers are; ❑Complies
[FR39]2 installed on all outdoor air ❑Does Not
,'intakes and exhausts.
❑Not Observable
[]Not Applicable
g mpact Tier 1 2 Medium Impact(Tier 2) 3}�Low Impact(Tier 3)
— --Project-Title:Becker-Residence Report date: 03/17/23
Data filename: Page 4 of 9
Additional Comments/Assumptions:
H g Impact(Tier 1) 2 Medium Impact(Tier 2) :3! Low Impact(Tier 3)
--Project-Title: Becker Residence Report date: 03/17/23
Data filename: Page 5 of 9
Section , Plans Verified ;. Field Verified
# lnsulatlon'Inspection Compiles? Comments/Assumptions
&'Re :ID Value . Value
43V12All installed insulation is labeled "• :'°'` =' , `";i- _`.:.: ' ❑Complies
:: A
or the installed R-values ir; s`t ' <:;„�r;•"'•::.: `� `'❑Does Not
provided: " pNot Observable
{;❑Not Applicable
402.1.1, ;-Floor insulation R-value. R- R- :❑Complies -See the Envelope Assemblies
402.2.E ❑ Wood El Wood ;❑Does Not ;table for values.
[INI]1 I❑ Steel ❑ Steel flNot Observable.
U '❑Not Applicable
r
I _ '
303.2, Floor insulation installed per ❑Complies
i- p
tl., '�` %V'�':i,'o[]Does Not
402:2.8 ;manufacturer's instructions and 4"�-�'��;�'"° '•" -_;.�,:,t,��- _.��,;
[IN2]1 ;.in substantial contact with the
-❑Not Observable
V
;underside of tlie�subfloor, or floor.Y..�a»�;i��,•;: _•;, �. ,il.�w¢•,;I,�,;, r,:.
framing cavity insulation is In ❑Not Applicable
contact with the top side of "" • .. +•� ;'� ;'_ y;sheathing;or continuous
;insulation is•installed on the 'cZ
,;3�`+" �
f ��'S,I� rYi'x''•Y"""'7'r''Y'''�'"'
underside of floor framing and
extends.from the bottom to the
;top of all perimeter floor framing ' ,:`''f� '_ �` °'t "
r'
;members.
402.1.1, ;Wall insulation R-value.If this is a: R- y R- ;❑Complies See the Envelope Assemblies
402.2.5, 'mass wall with at least'/2 of the ;❑ Wood ,❑ Wood ❑Does Not ;table for values.
402.2.E wall insulation on the wall ;❑ Mass '❑ Mass ;❑Not Observable.,
[IN3]1 exterior,the exterior insulation
requirement-applies. '❑ Steel ❑ Steel ❑Not Applicable
•;fi,�::-'S:>r,_,�ysj.%�- -!: .,❑Com lies
303,2 ;Wall insulation is installed per -z":- •� ::;"- ;: ,::•�, ''.;_.•:��-r p
[IN4]1 :manufacturer's-instructions. �'.r.:' ❑Does Not
• ,+ r Z' �,
�:'-v❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
r
ig mpac ier ., a wm l—mpact ier 2 3� Low Impact(Tier 3)
---Project Title:-BeckerResidence — Report date: 03/17/23
Data filename: Page 6 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Reg.ID
402.1.1, ;Ceiling,insulation R-value. R- R- ;[]Compiles See the Envelope Assemblies
402.2.1, ;❑ Wood ❑ Wood 'QDoes Not table for values.
402.2.2. ❑ Steel ❑ Steel ❑Not Observable
402.2.E[FI1]1 :❑Not Applicable
'
303.1.1.1,;Ceiling insulation installed per `•' ::; QComplies
303.2 manufacturer's instructions. �QDoes Not
[F12]1 Blown insulation marked every-300 ft2.
i';•t,` 'QNot Observable
:;❑Not Applicable
402:2.3 'Vented attics with air permeable �=?s }`; s _ ;❑Complies
[FI22]2' insulation include baffle adjacent ` : , :`.: - ❑Does,Not
to soffit and eave vents that ;❑Not Observable
-
extends over insulation. 1QNot Applicable
402.2.4 IAttic access hatch and door R- R- 1 Complies
[F13]1 !insulation?R-value of the :ODoes Not
adjacent assembly. ;
❑Not Observable
❑Not Applicable
402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= :❑Complies
[FI17]1 :ach in Climate Zones 1-2,and ;ODoes Not
<=3 ach in Climate Zones 3-8.
❑Not Observable
❑Not Applicable
403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 :QComplies
[F127]1 'determine air leakage with ft2 ft2 ❑Does Not
either: Rough-in test:Total
leakage measured with a ;QNot Observable
pressure differential of 0.1 inch ;❑Not Applicable
;w.g.across the system including
,the manufacturer's-air handler
enclosure if installed at time of
;test. Postconstruction test:Total
leakage measured with a
!pressure differential of 0.1 inch
'w.g.across the entire system
:including the manufacturer's air
handler enclosure, _
403.3.4 'Duct tightness test result of<=4 ; cfm/100 cfm/100 'QComplies
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ClDoes Not
<=3 cfm/100 ft2 without air
;handler @-25 Pa, For rough-in ONot Observable
;tests,verification may need to EONot Applicable
occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated < : ❑Complies
[F[24]1 -by manufacturer at<=2%of ODoes Not
design air flow. r..':i ,'. :s
' - � []Not Observable
s _ ONot Applicable
403.1.1 )Programmable thermostatsOComplies
,r,,
,[F19]2 ;installed for control of primary ,,. ODoes Not
)'heating and cooling systems and
- , initially set by manufacturer to r ! -•?❑Not Observable
code specifications. .10Not Applicable
403.12 i Heat pump thermostat installed ;QComplies
FIY013 o►t heat pumps. ; ; QDoes Not
( ❑Not Observable
'[]Not Applicable
403.5.1 f Circulating service hot water 1 []Complies
[Ftllj2 1-systems have automatic or i ❑Does Not
J accessible manual controls. .❑Not Observable
.. ONot Applicable
High impact ier a iu mpact Tier 2 3 Low Impact(Tier 3)
—--Project-Title:—Becker—Residence-- --- Report date: 03/17/23
Data filename: Page 7 of 9
Section. Plans'Verified . Field Verified '
# Final'Inspection Provisions Complies? Comment
Req.I s/Assumptions
& D Value . Value
p403(`6.1 ti'All mechanical veritilatiori system ❑Complies
[lFI25,)Y fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy : ;}'` `.•' t 'I�. r, j
f `''',` ❑Nat Observable
R' ;and air flow.limits.per Table 5 : ���'. _:��'.;; : •- }; _:;-�;; �, ,
❑Not Applicable
•'R403.6.1, �• ,,; a;i' ',L •-:- >
403.2 Hot water boilers supplying heat `❑Complies
[FI26t]2 through one-or two-pipe heating c 'r"a ,:- ,,.;, `�'- rc, ''<�❑Does Not
'systems have outdoor setback
control to lower boiler water -"'}: ' "'Y'_• - a'�❑Not Observable
temperature based on outdoor .;.`` }:';=r:; `=i;y ,l:, :;,❑Not'Applicable
temperature. S: -,,.;j. >• -,,; -',.i,•
403.5.1.1 Heated water circulation systems ❑Complies
[FI28]2 have a circulation pump..The „x �: ? �,•r;=: °' -`+t' ' Do es Not
'system return pipe is a dedicated --
` ;,L?'` ,1 .fir -...,-n, •fir...-� ,.
return i e. ❑Not Observable
P P or.a cold water supply
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are `: • '�' �: -1'': y
f l t C not present. Controls or �' 'Y' i`` •• -,i
x �!rr� ,r �:'��R,�i',: ;�";•a( ..t�,f�.,�s,+yfy1,-c�+:.,'...,,,7
r circulating'hot water system tiK.` ?'. :'%.; �c;i#;;: . '•,;, •; cf.;:'
pumps start the pump with-signal41
for hot water demand within the
occupancy.Controls - _ .,, �f• :r-.•.i• f' •"'° �'�
:-� automatically turnoff the pump kry' ;;,' r ='y:'' `' „•. ; L,.:;.,
when water is in circulation loop
is at set point-tem erature and
t no'demand for hot water exists.
403 5.1.2 Electric heat trace systems „' ``-T%,l r. `',� "-: ';�_, :1❑Complies
[F129i]z comply with IEEE 515.1 or UL " ;" ;i`,` `;V i,. A' '❑
,,4 t :`'` ;c i i Does Not
515.Controls automatically
❑Not.Observable
i adjust the-energy input to the
" ;j❑Not Applicable
heat tracing to maintain thej,m`::•
' a desired water temperature in the V.�. piping
403 53 Demand recirculation water T Complies
(F130]2 systems.have controls that -_' '` '`
� • '�r" •,_�i ,. :,;T.;.,;, �`Ir:'°.�:. .r . ,fi❑Does Not
manage operation of the pump 4.:< '' '•r ',-n, '�: < ti t
E]Not Observable
�.
,and limit the temperature of the 4 ; ' ,,',` :':' '- ' :{'.;`.-:.,. ,,-'`:;.:•, .,: ,� :r. ❑Not Applicable
water entering the cold water
piping to<= 1044F. ?!: ,r.ra; c('• �k'"' #
3.5.4 Drain water heat recovery units fit' P '-iy``; _ s❑Complies
;[FI31]2 tested in accordance with CSA ''':'k'- ,;;! - 'k, ' ; =� ;; ;n" _'= .'.l❑Does Not
B55.1. Potable water-sideter-
:;': :`-'!`t:`-' ,.'1❑Not Observable
Pressure loss of drain water heat
recovery units<3 psi for [ '` ' °_ ^`'s'.:µ ` ❑Not Applicable
a, :,
'rt'x individual units connected to one
or'two showers.Potable water- �> •;'.L ?•";a' {. y
,:.,
side pressure loss•of drain water
�. .
rep heat recovery units<2 psi for , s:
individual units.connected to
. ,three or more showers.
404.1 90%or more';of permanent ❑Complies
i @,': Does Not
[FI6]1 ,fixtures have high efficacy lamps. - - s- '•`;= ,— ❑
❑Not Observable
I I❑Not Applicable
404.1.1 Fuel gas lighting systems have _' ;❑Complies
[FI23]3 no continuous pilot light. :.' []Does Not
;❑Not Observable
i,_ _ :�:• _ ...r _�._ ;❑Not Applicable
4013 )Compliance certificate posted. '❑Complies
[FI7]z . �❑Does Not
j s []Not Observable
❑Not Applicable
High mpac ier Medium Impact(Tier 2) 3., Low Impact(Tier 3)
— —Pr*ct-Titte:-Becker'Resi-dgffcW - - Report date: .03/17/23
Data filename: Page 8 of 9
Section Plans Verified
ed Field Verified
0 Final Inspection Provisions value Value Complies? Comments/Assumptions&'Req.16 OComplies
Manufacturer manuals for
mechanical and water heating
E]Does Not
systems have been provided.
[]Not Observable
AV,-I-,
�:-j'�ONot Applicable
Additional Comments/Assumptions:
Ig m pact(Tier 2) 3 Low impact(Tier 3)
Pmject-TItte Becker Restdeffce Report date: 03/17/23
Data filename: Page 9 of 9
2018 IECC Energy
Efficiency Certificate
.ON/'
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Door Rating U-Factor SHGC
Window 0.27 0.34
Door
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
III
52'-1 O"
.� 0
M U
rn a
20'-6" 121_•4"
I
5 - - - - --- -- --- - ---- - - - - - - - - -- ---- - - - - ---- —,F•---- --.�
1
NO TE
s
'•` I EXISTING MECHANICAL TO BE ~
I IB" Iq'-2" Bill 11'-B" B" I I z RELOCATED TO THE EAST FACING O
O, SIDE OF HOUSE ALONG FENCE. E-
.
LL
• 1
, I _I I -
• I I I • `; I I Q d
00
I N NEW CRAhIL 1 ► w o °°
', . NOTE: Z u M
I I I I I ►--� Q,
SILL PLATE NOTE: �9 ----
PROVIDE (2)-2 X 6 I I I
1 ACO PLATE OVER _ I I I — �.�
SILL SEAL OVER 1n
TERMITE SHIELD BOLT VERIFY ALL
TO FOUNDATION WALL (4 I ';. I CONDITIONS I I I
W/ 5/5" DIAMETER (V
GALVANIZED ANCHOR I I I — ------------ ---
,'' BOLTS 2' mil" O.G. I
B TWO BOLTS AT I I I 2"xl0" NAILER—SECURE EX'
EACH CORNER (TYP) I I UNEXCAVATED I W/ %2"mx3"LAG SCREWS UP
. I I I @16"O•G. I
I I 4"P.C. SLAB
NOTE: I I 6x6,10/10 w.w.M. I •..:
FOUNDATION WALL NOTE: I I WATERPROOF 8 INSULATE
5" THICK X 3'-3" HIGH _ B - I I _ I :: UNEXCAVATED
POURED CONCRETE I O
1 O I FOUNDATION WALL (MIN. I I I .� (VERIFY)
5,000 P.S.I.) ON W' X Wm I I I ^ ►/�
POURED CONCRETE T�
FOOTING W/(3) :s5 _ I I DROP T.O.F. FOR O.H. DOOR _ I W
V1
REBARS ON _ 1
UNDISTURBED SOIL OR , I ":. L ---- ------------ - - - - --co
COMPACTED SAND TO (V I
�15% RELATIV DENSITY -- W
------ ---- -- --- - - - --------- -- - - I I XIS
- h--'-I
tt4 REBAR-15" LONG I I I W
TOP 4t BOTTOM
NOTE= DRILL INTO EX.
FOUNDATION OXY LINE OF NE"
SET 1"IIN.POF 6" I I I STEPS ABOVE I EXISTING
INSULATION NOTE: INTO FND. WALL (TYP.) I
PROVIDE R-10 RIGID I I I I BASEMENT
INSULATED DRAINAGE
BOARD AROUND THE i L— —————— ——————— VERIFY ALL
PERIMETER OF THE I CONDITIONS
FOUNDATION FROM I (-------
FOOTING TO SILL 1
PLATE. I ( v
I
2'-10" 12'-4" 5'-4=' I
M O I UNEXCAVATED
NOTE:
SLAB NOTE: I
4" POURED CONCRETE 201-61' I 11'-10y2"
O,
SLAB W/ 6 X 6 10/10
WOVEN WIRE MESH OVER I EXISTING
RIGID INSULATION ON
UNDISTURBED SOIL OR I A
COMPACTED SAND TO G5% I EXIST. F.J. I W
RELATIVE DENSITY
—PROVIDE Yz" PREMOLDED I VERIFY
EXPANSION JOINT I I O
BETWEEN SLAB ff
FOUNDATION WALL.
NOTE:
DOUBLE UP FLOOR JOISTS I I EXIST. F.J.
:i
UNDER ALL WALLS THAT I '
ARE PARALLEL TO JOIST I LINE OF EXISTING PATIO I VERIFY
,i
OR LESS. (VERIFY)
PROVIDE GROSS OR SOLID I I
+2 BRIDGING V 5'-0" O.G. MAX. i
41
s� 04186\ QQ�
EX. EX. OF NE`N
L-------------------
KEZY TO SYMBOLS
0 EXISTING FOUNDATION
0 TYP. FDN HT. - O'-O" FOUNDATION PLAN
7/17/23 AMEND
1 SCALE: y4"-I'-o" REVISIONS
- �� 3 2/73233 REVISIONS
a ' 2 2/4/23 REVISIONS
1 1/12/23 REVISIONS
n23 No. Date Title
REVISIONS:
NOTE: . _--br-., ►Oro
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES HlslosyCpR S V�IIONCpMlMISSipN
Drawn By:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES, n ��^ � ') �g .�� '(7 I 12MM
W
NOT RESPONSIBLE FOR CHANGES MADE IT1-TOUT NOTIFICATION. 1, 7 I /\ti��Q�� � Date:
G/G/2022
Drawing No.:
w
w Q OF 8 SHEETS
1'•
Ti
I' O
' 52'-10" E--1
NOTEt
NEW WINDOW "D" O
TO BE CENTERED UNDER 26'-5" Cr--
NEWLY RECONFIGURED
GABLE ROOF FRAMING
NEW ROOF O.H. 5)
r----- - ---- - — — — — —— — — —— — — ——— N — —— ——
,cw
- -- -I v
ZU
,, WW
I I In In i o Z Q � d
I I i 0 O O
1- aa �,
LINE OF EXIST'G x 1 u NEW O _ X 1
X - - I 6 EXIST'G
I - FLR. TO BE ALIGNED m p (V
WITH GARAGE SLAB u _ �T�D� N @/ - I iO _ SILCO N
W
I co m Z
I -X I _I
5y2" I lql-7" 5y2° (V I1'-IOy2"
M
lo
O �n
O
NEW STEPS
A IIGN L - - - -- ---- - --1 M
I I 4"m STL. COLUMN- I ^/
DN.3R F.L�
2" X 12" �p R I D G E V.I
EXIST. 5'.F. -
REPLACE
I I m -O" ° DOOR TO BE ALIGNED
W /
REPLACE G NE ROOF O.P.O.H.
ry I I STEEL GIRDER N O REMOVE EXSI ING LINE OF EXISTING EXIST. — IST FLR.
---WALL---- FLR. ASOVE (VERIFY) — - - - -- - --- --- ----------- - - ----- :N
—— —
REPLACE
I I GARAGE OW W ° 6 �, _
I Z I VERIFY ALL 2"x10" F.J. I I EX. co
I
VERIFY ALL '� CONDITIONS _ry U / (VERIFY) I I EXIST. I to N
I II
OI CONDITIONS , V 5y2 2' 6° - (2)-2"xl2"-HDR.R p EXISTING I I J �
E IIST'G o DINNING i i i 2"xlo" F.J.
I •�I•
FO
YER X ALIGN ROOM I I (VERIFY) 7 EX.
u, I I ^ (V i (V 3> O u p N I
O FLOOR TO BE RAISED d
In co V I.F. CO r ALIGNED W/ EXIST. HOUSE
FLOOR TO BE RAISED
ALIGNED W/ EXIST. HOUSE I EX.
m I I In NEW (3)-2"xl N W REF
A A 4 I I EXISTING
L - -- --- - ----- -- -------- -- -- - - - - - - -Q- - ------ --�- -I— N I I LIVING ROOM ALI N
' V.1.F.
'p DR• i_ u ° I X u I I VERIFY ALL11
I
I1 2 W I I CONDITIONS I Q
DN. 3R I EXISTING I IEx. I - H
V.I.F. I I I NEW POST � V l
u' 1
NEW STEPS I I I 6
I I I EUP
X COVERED
-78
*t:, 12'-O" 51-711 51-•7" 2'-�" PORCH
O.H. DOOR
� Z m
d I. 32'-t{y2'1 i TUB I I I I I VERIFY ALL u KI Q' m O
W I ICE. I I EX. CONDITIONS
'a 0
EXISTING I I I I I I
tLX BATHROOM q,_o„
i C.J. O
(VERIFY)
I I
EXISTING PATIO EX.
TO REMAIN I I
I EXISTING '
BEDROOM I EX.
m I
VERIFY ALL I W
I
E CONDITIONS U� I �=---iw-
U1 EXISTING I o y
WW BEDROOM 2 2"xl0" F.J. EX.
/ I G
(VERIFY)
2"xl0" F.J.
(VERIFY) I
I I
NOTE: I REPLACE REPLACE I
s� 04186� yOP�
I EXIST. EXIST. EX. EX. I �TFOFNE� i
EXISTING HOUSE TO BE RE-ROOFED I I - �
AND RE-SHINGLED. REPLACE ff X.
PATCH AS REQUIRED. ——— ———— ——— B ———— —— —— --- -- B - - - - --- ------------------ r
NEW ROOF O.H.
NOTE:
EXISTING ROOF OVERHANGS TO
BE EXTENDED (VERIFY IN FIELD).
FIRST FLOOR PLAN AREA CALCULATIONS 4 2/13/23 IONS
3 2/7/23 REVISIONS
' SCALE: %�"—I'—O° 2 2/4/23 REVISIONS
EXIST'G. FIRST FLOOR 1, 1OG S.F. 1 1/12/23 REVISIONS
LEGEND: 2,004 S.F.
NEW FIRST FLOOR 154 S.F. No. Date Title
EXISTING WALL EXISTING TOTAL FIRST FLOOR 1, 2�3 S.F.
154 S.F. REVISIONS:
NOTE:
N Ew Drawn By:
PROPOSED WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR 8�15 S.F. RMI"1
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NEW SECOND FLOOR O S.F.
WALL TO BE REMOVED NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
6/6/2022
.I TOTAL SECOND FLOOR 8�15 S,F. ''—'`• cr'� M
I U
Drawing No.:
TOTAL BUILDING AREA 2, 155 S.F. ,
5 2023
GARAGE AREA 45q S.F.
TOWN OF SOUTH01_D
HISTORIC PRESERVATION GCA�MISSIONAj
w Q OF 8 SHEETS
M Q
C, ra-
o
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Q 00
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:'�• x 0000
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EXISTING ROOF TO BE RE—SHINGLED
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EXIST. I
-
.
I
EXISTING
BEDROOM I REPLACE
4 I EXIST. NF
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-------------------- I f—�
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I EXISTING I I
i BEDROOM 3 .
EXISTING HOUSE TO BE RE—ROOFED
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AND RE—SHINGLED. REPLACE ff I I I REPLACE F
PATCH AS REQUIRED. I I I EXIST•
NOTE:
!, EXISTING ROOF OVERHANGS TO
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I I I C
REPLACE I I 1
EXIST. S� 04186 Q
j.: I gTFOF Nl `N
LL
EXISTING ROOF TO BE RE—SHINGLED
NEW ROOF O.H. REPLACE 4 REPAIR AS REQUIRED
SECOND FLOOR PLAN AREA CALCULATIONS
4 2/13/23 REVISIONS
SCALE= %a"e I'—O" 3 2/7/23 REVISIONS
2 EXIST'G. FIRST FLOOR I, 10�t S.F. 1 2/4/23 REVISIONS1/12/23 REVISIONS
2, 004 S.F. NEW FIRST FLOOR 154 S.F. No. Date—T Title
LEGEND: NOTE: EXISTING TOTAL FIRST FLOOR 1, 2G3 S.F. 154 S.F.
REVISIONS:
EXIST W N E w Drawn By:
EXISTING WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR Sq5 S.F. RMM
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NEW SECOND FLOOR O S.F.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
' — — — — PROPOSED WALL �nQ I
TOTAL SECOND FLOOR 8q5 S.F. \ Cnc, °���o� C� 6/%/2022
WALL TO BE REMOVED Drawing No.:
TOTAL BUILDING AREA 2, 155 S.F.
GARAGE AREA 45q S•F. D
SEP D` 2023
HISTORIC RESER SOU
COMMI CLD w Q OF 8 SHEETS
N
1 t .
NEW ADDITION EXISTING EXISTING ROOF TO BE RE-SHINGLED
REPLACE 8 REPAIR AS REQUIRED
•i"I,' V.I.F.
12 5%2" VERSATEX WINDOW TRIM
t.:. A�2r— PAINTED WHITE
F.
REMOVE METAL 12
CHIMNEY 8 REPLACE rr ll
W/ DIRECT VENT 12 I V
/ \ Q
REMOVE EXISTING ROOF I I 11_0" U
REPAIR 8 REPLACE O.W.
\ / EXISTING ROOF TO BE RE-SHINGLED W
\ G / REPLACE Q REPAIR AS REQUIRED
TYPICAL ROOF CONST. 0
GAF TIMBERLINE-ARCHITECTURAL
' HDZ PEWTER GRAY HEAD FLASHING 12 � U
W
ALIGN ROUGH 2ND FLR. F� W �Vi
a
—————————————— Q Q
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MAIBEC STAVE LAKE I O \ m
PRIMED GRAY I I ROUGH IS L T FR. ROUGH IST FLR.
I I
I
GRADE GRADE
- - -- - - - -- -- - - ---- - NEW STEP
PROPOSED NORTH ELEVATION
0
Y
SCALE: 4"a I'-O"
h�1
• H
i H
;,•.:•; REMOVE METAL-
CHIMNEY t REPLACE O
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TYPICAL ROOF CONST. I I TO BE RE-ROOFED \ TO BE RE-ROOFED /1
GAF TIMBERLINE-ARCHITECTURAL O.H. O.H.
HDZ PEWTER GRAY HEAD FLASHING
12 (TYP.)
REMOVE EXISTING ROOF 4�2F
REPAIR 8 REPLACE 12 4�2 BLIND METAL
FLASHING (TYP.)
ALIGN ROUGH 2ND FLR.
I I
/ \ ) / \
V—O" ►'—O"
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MAIBEC STAVE LAKE REMAIN / E
PRIMED GRAY NTRY HOUSE TO BE
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i
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/ TT
NEW H �41861
STEPS ROUG 1ST FLR, sT�TFOF N
( E�yO�
EXISTING PATIO TO REMAIN VERIY
)
GRADE 0=4GRADE
D TIF
NOTE= 2/13/23 REVISIONS
J� f�
_ 5 2b73 2/7,'23 REVISIONS
T EL•EVA ION PROPOSED EAS EXISTING HOUSE TO BE RE- F D tN 2 2/4/23 REVISIONS
�I AND RE-SHINGLED. REPLACE TONNOFSot OLD 1 1/12/23 REVISIONS
PATCH AS REQUIRED. HISTORICP ESERVATIONC .J Date Title
SCALE= 4"—P-0"
REVISIONS:
NOTE:
Drawn By:
EXISTING ROOF OVERHANGS TO
BE EXTENDED (VERIFY IN FIELD). RMM
Date:
6/6/2022
NOTE: Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
;:_,'.;• ' NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
w Q OF 8 SHEETS
fJ.
'.J
1'
EXISTING NEW ADDITION
O
3%," VERSATEX WINDOW TRIM V.I.F.
PAINTED WHITE 12 1472
V.I,F, 12 REMOVE METAL- O
cn
CHIMNEY Q REPLACE Ua
12 Vil1.F. W/ DIRECT VENT
12
W
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EXISTING ROOF TO BE RE-SHINGLED \ /
REPAIR 8 REPLACE
REPLACE E REPAIR AS REQUIRED
F---�
TYPICAL ROOF GONST. O O
REPLACE GAF TIMBERLINE-ARCHITECTURAL
12 EXIST. 12 V.1 F HEAD FLASHING HDZ PEWTER GRAY 4 (T r
ROUGH 2ND FLR. ——-—-
O
EXISTING -- ---------------------
HOUSE TO BE
:: RE-51—ANGLED -------------- ll
00
O 00
i''•'' I'-O" / \ O•H• / \ / \ p.H, �� N \\ TYPICAL EXT. WALL GONST. fV
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TIETPRIMED GRAY nJ
DOOR TO BE ALIGNED RMAI / O
W/ 1ST FLR. REPLACE
EXIST. 11 1111 111111 1 1 11
-, DOOR TO BE ALIGNED W/ EXISTING BILCO EXISTING
T1111111 Illy I FLI?, RE-51 HOUSE TO SE
ROUGH IST FLR. ANGLED ROUGH IST FLR.
'y Yr
I ,
;4 GRADE
GRADE
NEW STEPS • •
CA
PROPOSED SOU T4-4 ELEVATION
SCALE= y4"—I'—O" O
EXISTING NEW ADDITION
V1
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12 12 REMOVE METAL r O
12 EXISTING HOUSE 12 CHIMNEY B REPLACE r
TO BE RE—ROOFED w/ DIRECT VENT
L
® DF
REPLACE REPLACE
EX IST. EX I ST.
TYPICAL ROOF GONST.
EXISTING HOUSE
TO BE RE—ROOFED 12 GAF TIMBERLINE-ARCHITECTURAL
14Y2 HDZ PEWTER GRAY
�.�ERED qqc
•.. — — �,�\ APR�M• ti
ROUGH 2ND FLR.
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(TYP.)TTFTT -oil
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FOcNE 4O
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TYPICAL EXT. WALL GONST.
EXIST. CEDAR SIDING SHINGLES
: .,.;. MAIBEG STAVE LAKE
- ROUGH IST FLR.
PRIMED GRAY
NOTE=
t(123 4 2/13/23 REVISIONS
GRADE GRADE ANID RE-SHSTING OING EDUSE OREPL BE R GE O �
3 2/7/23 REVISIONS
PATCH AS REQUIRED. TOWNO gpUTHOLD 2 2/4/23 REVISIONS
., '
1,
}r � E VATIONCOMMISS 1 1/12/23 REVISIONS
_ — — — — — — — — No. Date Title
NOTE= REVISIONS:
,1 EXISTING ROOF OVERHANGS TO Drawn B
BE EXTENDED (VERIFY IN FIELD). Y
: RMI"f
PROPOSED NEST ELEVATION Date:
6/6/2022
SCALE: y4u=I'-0"
NOTE= Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION,
P4A6
(]
.. 3
W
w Q OF 8 SHEETS
DOOR SCHEDULE
NOTE:
' MARK SIZE DOOR VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES,
WIDTH HEIGHT THICKNESS TYPE / LOCATION MATERIAL I FINISH HANDING HARDWARE MFGR. REMARKS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
1 3'-O" 6'-8" 2„ HINGED - SINGLE SOLID PAINTED LEFT TBD ANDERSEN ANDERSEN ENTRY DOOR 17�1
EXTERIOR - NORTH WOOD IS
-8" 2,� HINGED - SINGLE SOLID LEFT
INTERIOR - BREEZEWAY WOOD PAINTED IS TBD TBD
6 2,� HINGED - SINGLE SOLID LEFT
'-8" PAINTED ct
TBD ANDERSEN ANDERSEN ENTRY DOOR 17
,;` C.. �•,_' EXTERIOR EAST WOOD IS O
.. ':; .• TBD
GARAGEf
4 12'-0" 8'-O" 2" EXTERIOR TBD PAINTED --- TBD O
•',,'I, 5 O 3'-O" 6'-8" 2" BI-FOLD SOLID PAINTED BI-FOLD TBD TBD.INTERIOR - GARAGE WOODS
�F044 C7
3'-O" TBD 2" SUN PORCH ENTRY DOOR SOLID PAINTED TBD SOLID ANDERSEN ANDERSEN ENTRY DOOR - I81 U
EXTERIOR - SOUTH WOOD WOOD
•
VERIFY UNIT COUNT AND SIZES W/ DOOR REP. PRIOR TO ORDER AB TYPICAL teooF CONST'. �-+
HARDWARE FINISH AS SELECTED BY OWNER 2"x12" RIDGE 2"x10" R.R. EXISTING ROOF TO BE REPLACED � O O
CED 16 O.G. 303t BLDG. FELT UNDERLAYMENT
PROVIDE ALL NECESSARY HARDWARE, DOOR STOPS, ETC. SELF-ADHERING "MOISTURE GUARD PLUS'
12 12 5/4" AG EXT. PLYWD. SHEATHING O
4V 1472 2"xl0" R.R. C) 16" O.G.
5-2
FASCIA (TYP.) AS Itrr ll �
2"x8" G.J. 0 16" O.C. ►-�{ V N
WINDOW SCHEDULE -- - - T.O.P. -- - ---- w, o
TYPICAL EXT. WALL CONST. v n/ M
(2)-2xl2 HDR. I I (2)-2x12 HDR in
MARK SIZE ITEM# FACADE / REMARKS MFGR. LOCATION t- :: RE-SHINGLED CEDAR SIDING F--1 a
TYPE QTY. ALL I 3 1p,�, SHINGLES 5%2" EXPOSURE, M
O.W.ON REMOVE EXSITING�-�
C )-2x12 HDR. �p
303* BLDG. FELT UNDERLAYMENT n/
_ _ N," EXT. PLYWD. SHEATHING 11----1�
O Awnin 2 700 AAX Window-Breezeway Andersen E-Series NORTH T L I I = 1 2"x6" STUDS C� 16" O.G.
26 I/2 x 42 I/2 g Replace Existing Oj Oj STUDY - )- EXIST G
Q� I I W _ INSUL. SPECS PER HERS RATER
F W I I I � FOYER 5/8" G.W.B.
BO Window-Bedrm d v I I W
34 I/2 x 52 I/2 Casement 2 800 CAX Andersen E-Series NORTH TJI 230 �I/2 F.J. � SLEEPERS TO BE USED. RAISE 4 ALIGN
Replace Existing 5-� 16" O.G. i i Q�' FLOOR WITH EXISTING HOUSE (VERIFY).
O
60 I/2 x 48 I/2 Casement I �100 CAX2640-2 Window-Bedrm Andersen E-Series NORTH ROUGH FLR /''8 PLWD. SBFLR. I I EXISTING PATIO TO
Replace Existing - _ _ REMAIN
T.O.F.
O c10 1/2 x 30 1/2 Awning 1 1300 AAX2626 Garage Under Roof Ridge 3 Panel EAST -
New Window Andersen E-Series 2"xl0" NAILER-SECURE
GRADE W/ %2"mx3"LAG SCREWS GRADE
10 - - :i, C�16"O•G. EXISTING
COMPACTED FILL 1 NEW CRAWL UNEXCAVATED Q
O Window-Bathrm jn WATERPROOFING - NEW STEP
26 1/2 x 42 1/2 Awning 2 1000 AAX Andersen E-Series EAST I fT
Replace Existing T.O.F. 1=III 7., f-'-1
-- -- --- .III=
F11
Awnin 2 100 AAX2826 Window-Bedrm Andersen E-Series WEST lV1
O - VERIFY ALL
32 I/2 X 30 I/2 g
Replace Existing TYPICAL FDN, CONST. L4" P.G. SLAB W/6x6 CONDITIONS rT,
8"x3'-3" P.C. FDN. WALL W/ 'oho W W M•. OVER W
G I 200 AAX Window-DiningRm Andersen E-Series WEST (2)-ze5 RE-BARS TffB VAPOR BARRIER O rT1
O 25 1/2 x 52 1/2 Awning (2)-2"xG" TREATED SILL F_ AS NOTED I�1 11
Replace Existing SILL SEALER
TERMITE SHIELD
GO 1/2 x 52 1/2 Aning 300 AAX Ne Study/Office Andersen E-Series WEST 5/9"(P x 12" ANCO BOLTS / 3"X3" TL.
O ANCHOR BOLTS
V 33" O.C. W
w S
1 w
WATERPROOFING
8"xI6" P.C. FOOTING W/ T^
34 1/2 x 52 1/2 Awning 1 I100 AAX Window-Bedrm Andersen E-Series EAST (3)sz5 RE-BARS A� SCALE: %�"= 1' -O" v1
. Replace Existing
44 1/2 X 72 1/2 Awning 2 AAX Sun Porch Panels Andersen E-Series WEST
O Replace Existing
K Sun Porch Panels V 1
108 I/2 X 72 I/2 Picture 2 SCA Andersen E-Series WEST
Replace Existing
Awning 4 t STACK AAX Sun Porch Panels Andersen E-Series WEST O
a 102 1/2 X 72 1/2
Picture Replace Existing
1,.:,•, L 35 I/2 x 52 I/2 Awning I 400 AAX Window-LivingRm Andersen E-Series SOUTH F-+
Replace Existing w
60 1/2 x 48 1/2 Casement I 600 Window-Bedrm Anderson E-Series SOUTH O
;.
,,,;�•;, GAX2640-2 Replace Existing
60 I/2 x 20 I/2 Awning I 1400 AAX New Study/Office Andersen E-Series SOUTH
V.I.F. V.I.F.
12 12
O Awnin 1 500 AAX Window-DiningRm Andersen E-Series SOUTH �►%zF— �4%2
66 I/2 x 52 I/2 g Replace Existing TYPICAL ROOF CONST.
RE-ROOF EXISTING HOUSE
3O= BLDG. FELT UNDERLAYIENT
SELF-ADHERING "MOISTURE GUARD PLUS"
5-2 5/4" AG EXT. PLYWD. SHEATHING
NOTE: PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQ'D BY CODE A5 2"xIO" R.R. CED IV' O.C. ,�
2'xl0R.R.
VERIFY. UNIT COUNT AND SIZES W/ WINDOW REP. PRIOR TO ORDER c� I6" o.c. ��5� Pip M Mho/jam
EXISTING ROOF TO BE RE-SHINGLED
CONTRACTOR MUST VERIFY ALL ROUGH OPENING SIZES FASCIA (TYP.) EXISTING REPLACE 4 REPAIR AS REQUIRED Q &T
BEDROOM -4
HARDWARE FINISH AS SELECTED BY OWNER
PROVIDE ALL NECESSARY HARDWARE, SCREENS, EXTENSION JAMBS, ETC. 12
2"x8" C.J. Cm 16" O.G.
EXISTING(VERIFY)
TYPICAL EXT. WALL CONST. (3)-2xI2 HDR. _
(3)-2"x8" CONT. "DR..
RE-SHINGLED CEDAR SIDING
SHINGLES 5%2" EXPOSURE, 1'-O"
30tt BLDG. FELT UNDERLAYMENT /�
5/e" EXT. PLYWD. SHEATHING = `� _ F EXISTING a^ O.H.
2"xG" STUDS 0 16" O.C. _ �_ � EXISTIG o = 1L DINNING EXISTING COVERED - � �-
INSUL. SPECS PER HERS RATER W - FOYER � ROOM LIVING ROOM PORCH CD W -
5/8" G.W.B. I I J W I I �
GARAGE �9 W a W SLEEPERS TO BE USED.
Q >, SLEEPERS TO BE USEDI. . RAISE t ALIGN Q > RAISE t ALIGN FLOOR WITH 4 2/13/23 REVISIONS
:1 VERIFY ALL FLOOR WITH EXISTING HOUSE (VERIFY). VERIFY ALL :1 EXISTING HOUSE (VERIFY). 3 2/7/23 REVISIONS
5-3 CONDITIONS ALIGN CONDITIO.1 /rNS IIGN� 2 2/4/23 REVISIONS
A8
NEW STEPS 1 1/12/23 REVISIONS
EXISTING(VERIFY) No. Date Title
REVISIONS:
GRADE GRADE
EXISTING EXISTING
COMPACTED FILL iIII ., UNEXCAVATEDDrawn By:
TERPROOFING
SLAB W/GxG UNEXCAVATED
W
' A //) \/ ►-t
- = iofo W.W.M., OVER
TYPICAL FDN. CONST. VAPOR BARRIER VERIFY ALL Date:
VERIFY ALL �(
CONDITIONS BASEMENT CONDITIONS ��� "�p��J a.a�3 6/6/2022
8"xV-3" P.G. FDN. WALL W/
(2)-rt5 RE-BARS T4B
--------- Drawing No.:
(2)-2"x6" TREATED SILL Fp_ AS NOTED D (�' (� (fin
SILL SEALER ILr�`7 I`JI U
a ERI"IITE" SHIELD DD
/e m x 12 ANCHOR BOLTS W/ 3"X3" STL. SEP - 5 2023
WASHER 0 33" O.G. Lj
J TOWN OF 50UTHOLD
WATERPROOFING
8"xl6" P.C. FOOTING W/
(3)US RE-BARS �'T I - - I HISTORIC PRESERVATION COMMISSION
SCALE: OF 8 SHEETS
20'—611
M
cA.
— — -�
� W
I I NOTE:
AFTER VISIBLE INSPECTION W U
THE EXISTING GARAGE FOUNDATION
WAS FOUND TO BE IN DISREPAIR
AND AT A INSUFFICIENT DEPTH BELOW Q
III I I GRADE. REMOVE EXISTING GARAGE W
FOUNDATION AND REPLACE WITH NEW
III P.G. FOUNDATION IN SAME FOOTPRINT.
00
- N
00
N
EXISTING
GARAGE
r' M
r to I TO BE REMOVED I F�
- - - - - - - - -
,, DN. I EXISTING
DINNING
ROOM
III I ENTRYNG
T
REF. EXISTING
- � � C - Q LIVING
ROOM
EXISTING Q
KITCHEN
00 EXISTING
00 UP COVERED p�
LEGEND: PORCH
EXISTING WALL C TUB I I I I I I u
IC4-• i I I 0
C - - - - - C TO BE REMOVEID I I I I
E EXIS
I 111���"'111
BAHTOOM
IN
W
EXISTING
BEDROOM I
EXISTING
BEDROOM 2
\S�EFtED q4C,�'
CIA
04186A �-
FIRST FLOOR
r i 1
DF COLITION PLAN
�'` SCALE: k"—V—0"
No. Date Title
REVISIONS:
Drawn By:
aCGQ 01 3 Date:
7/17/23
Drawing No.:
D
'f0`NN OF SOUIH�OMMISSION
HISTORIC PFE5ERVpk W
w Q OF SHEETS
GENERAL CONSTRUCTION NOTES* GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES=
1- ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAM5 AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF I,," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 42 (NORTH) WITH AN E- 1,600,000 PSI AND FB-575 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF I&" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETH SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY.IER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES W MINIMUM HEADROOM AT STAIRS IS 6'-8"
WHEN REQUIRED. AS PER R314.3. BUILDING DEPARTMENT NOTES .
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM R15E - 73/4"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST W H WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/ NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1.5.C. MINIMUM NOSING NG PROJECTION
- 3/4"MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - I$,"
CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16"
B. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLA54-4ING AND CAULKING NOTES=
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST �..1
O4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYV400D SHEATHING AT ALL WALLS, FLOORS AND ROOFS L PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH
HANDRAIL
PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL ANDRAIL AND GUARD NOTES= AND PAPER ASSOCIATION (AF 8e PA) WOOD FRAME CONSTRUCTION
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED MANUAL FOR ONE AND TWO - FAMILY DWELLINGS H AT WALLS A5 PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
GUARDS SHALL BE THE 50LE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL O
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, m
5. DOUBLE FRAME ALL OPENINGS UNLE55 NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 U
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE• ALL DESIGN CRITERIA: °` a
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. rT, -+
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK- NOTED. UNLE55 NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w
SPECIFICATIONS- LIVE LOAD 40 PSF:
2- PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING O
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF:
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LE55. A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" E-
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM- OTHERWISE. WIND LOAD 130 MPH [~
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND 0 4
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL / INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR (� U
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES=
WORK. C
O O
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8• PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS.
CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES,
RELATE TO ALL MATERIALS„ MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM,
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE °Y•" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS.
q- ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS UNLE55 NOTED OTHERWISE. PROVIDE 5/5" MOISTURE RE515TANT
CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING d
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE
MANUFACTURERS SPECIFICATIONS GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL u CIA
pp
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. LIST OF SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL DRAWINGS N CT
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE [--
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, CECKS ,
Q
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS V M
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. �{ Qkn
FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLE55 B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHEET A 1P-
SHOWN UNLESS NOTED OTHERWISE. 1 GENERAL NOTES
NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT
If. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS,
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING,
if. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER SHEET A2 FOUNDATION PLAN
INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF 4 AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE SHEET A3 I ST FLOOR PLAN THE CONTRACTOR'S FAILURE, TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. SHEET AT 2ND FLOOR PLAN
YEAR MATERIAL. 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
5UB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE AGO AT I6" O.G. AS PER PLAN. GENERAL GARAGE NOTES. DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; SHEET AS ELEVATIONS
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
GENERAL EXCAVATION 4 SACK FILLING NOTE5= 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION • •
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH 3t30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 514 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES SHEET A6 ELEVATIONS
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN
GATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL 6E HAVING JURISDICTION.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH SHEET A /AN APPROVED SELF-CLOSING DEVICE, �]
SECTIONS
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION.
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES-
CAPACITY OF TWO TONS PER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF 0- PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER SHEET A8 CODE PAGE W
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN- ENERGY NOTES=
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1• THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF SHEET DI DEMOLITION PLAN
o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT I6' O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. ( �
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2• ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORING. SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. RESIDENTIAL �,iDDITiON
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. _
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE 154 KING STREE-. i OWNER OF RECORD: �)
It, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND REQUIRED HEIGHT. GENERAL GLAZING NOTE5= SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS ORIENT, NY H-157 LIVING TRUST OF KATHLEEN KrIET BECKER Q�
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/15? TO THE
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SCTM# 1000-2(,-02-03
S. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1- ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
FIRST FLOOR FINISHED ELEVATION: +-q.2 FT
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE ZONING DISTRICT: RESIDENTIAL, LOW DENSITY R-40 VILLAGE
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF ASTM E Igg6 AND OF A5TM E IB86 AND R301.2.1.2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A ORIENT HISTORIC DISTRICT
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. O
TOTAL LOT AREA: 14,08q S.F.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x6 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED
OTHERWISE. BY EXCEPTION TO R301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF TOTAL EXISTING LOT COVERAGE: 2,004 S.F. V 1A.2% H
A. ALL EXCAVATIONS FOR CONCRETEHOU5E: I, IOq S.F.
: PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RE5CHECK" DOCUMENTS MEET SUN PORCH 3AO S.F.
MINIMUM OF V-0" BELOW FINISHED GRADE. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING
THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 GARAGE: 45q S.F. Z
e. 2• ALL GLAZING SHALL MEET THE REQUIREMENTS OF R305 OF NEW YORK STATE ENERGY CODE. SHED: 06 S.F. W
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES OR PLANTINGS. SLOPE ALL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. TOTAL ADDITION LOT COVERAGE: 154 S.F.
FINISHED GRADES AWAY FROM ALL CONSTRUCTON AND PROVIDE FOR ON 51TE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END- TOTAL PROPOSED LOT COVERAGE: 2, 155 S.F. 0 15.3%
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g- FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON
GENERAL EMERGENCY ESCAPE * RESCUE NOTES=
BOTH SIDES OF THE HEADER. I
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHA-L J
GENERAL CONCRETE N07E5= In. LINTELS SHALL NOT BE LESS THANE BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
1- THREE 2xIO'5 FOR SPANS UP TO T-O"
REQUIREMENTS OF R3I0 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE if. THREE 2xt2'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.)
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE
2.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLE55 NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED TI-E
PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO.
2. CARRY ALL FOOTINGS TO .A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j- MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL 0. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR
�� Kl1VG of rSTREET SURVEY t L PROPERTY
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS: �� .,��- AT
b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET
�� ]� �yORIL'jtjV'T''�y
B. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (1)-2x6 (FLAT) FOR UP TO 7'-O" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". 19&3I' [V T® +' ®+ s0`'TCl®LD
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 11-(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20" Iw.7UFFOLK COUNTY, N.Y. ,-ED
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD 5UB-FLOOR TYPICAL. 3, 1SCA�--02 03
PLANS WITH tt5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR W APR1C 12, 2021
ALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
T� o. APRIL 28, 2021 (SET COF?NERS)
TO WALL WITH &"0 DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL 4 OCTOBER 2, 2023 MOUNDA770N LOCATION)
4. (I)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL, JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL Q r _
5. °/e"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
m. PROVIDE GIRDER PER PLAN ON 3y,"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE W101F
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. GAZAR/AN
CONCRETE FOOTING AS PER PLAN UNLE55 NOTED OTHERWISE.
2020 RESIDENTIAL CODE OF NEW YORK STATE. p 04 8'0
6, PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. GENERAL SWIMMING POOL, HOT TU]B 4 SPA ]BARRIER NOTE5= m sw \ =V
® = RESAR y BAR SET
7- DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ONyf
WATERPROOFING BY RUB-'R-WALL OR EQUAL- ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER 0 - PIPE Rti^SttE 51
APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED ffi MONUMENT N 0812'00" W FRAM
PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS cri.i R* U77UTY POLE 30.00'
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON -�-= OVERHEAD WIRE °' N10111 +
'�
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY. THE CODE REQUIRES. to MRS CT DAMS 11"•i' N 802�00 E '02, t`y
ELEVATIONS ARE REFERENCED TO NAV4.68 60,1� t*4
Eo 8 2/7/24 AS-BUILT
9. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALLA Q
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST. k � � SEPTIC ,n " 4 2/13/23 REVISIONS
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE N�O�F z 1a3 "may 3 2/7/23 REVISIONS
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION CHRISTOPHER FOGARTYZ,y 2 S10RY • 8 � 2 2/4/23 REVISION
STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO n,$ I FR•MI�15E of Y n I I/I2/23 REVISIONS
1 F1n.Flr•�'8'x Q
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL y 3 °A^ 1ti No. Date Title
COW
AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE 1�2,¢fl I FOuATON ¢ tD. REVISIONS:
J101V J:
CONCRETE VOLUME. aMDj " E sNT `54 iV� 1 1
�1 REBAR SET POUCEN N 80�7 00 P rtW 2�L sNr �"_, ad
U"DN wEU� � o� ou--spxe sft -^--" zo,arv�. Drawn By:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. -1 M O n 2 8 � G{ZAVEI ROAR /f" '6
II. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI y ENDFE• SPUI �'• RMM
318 AND ASTM C1157 REQUIREMENTS. N "
�je� a. a4N PETER W. aDEN iri to N i* Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL r,.3 (c/(o/2O22
I-" REBAR SET \ d",`. •x:ra
CONFORMING TO THE LATEST A5TM A-615 GRADE 60. ANY A MA770N OR ADD177ON TO THIS SURVEY IS A WOLA77014 - N101r az
OF SEC77ON 72OW 7HE NEW yORK STATE EDUCA7/ON LAW. SUSAN HOLDEN UC- NQ 49618
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Drawing No.:
71 EXCEPT AS PER SECA N 7209-SUBDIVISION 2 ALL CER77FICA77OMS (631) 765- FAX
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED HEREON ARE VAUD FOR 7HIS MAP AND COPIES MEREOF ONLY7F PO (631) 765-1797
SAID MAP OR CocyES BEAR WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK '� ® WIOS£SIONA7URE APPEARS WFONIMPRESSED SEAL OF 7HE SURVEYOR AREA-14108A 80. LT. TO 11E UNE 1239 TAMER S174EET t/°10"1 h1 i"t VG�� e79d1 1-[ L'tlG SOU)H�O N.Y. 1197t ��''-�•��
STATE LICENSED ENGINEER,
IA. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
W
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8" 19'-2" 8" II'-8" 8" I Z THE EXISTING GARAGE FOUNDATION Q Q
AND ENTRY FOUNDATION W F.
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W/ 5/8" DIAMETER CV � ------------
--
GALVANIZED ANCHOR I ; I I -- --------- -- --
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• I UNEXGAVATED i "ALL TO BE R OVED - UP
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FOOTING 1^1/(3) y*5
REBARS ON - I I DROP T.O.F. FOR O.H. DOOR = I **4 REBAR-I8" LONG WIC
UNDISTURBED SOIL OR �I I L ___ _ __ _ _ _ _ _ _ _ ___ __ _ ___°D J TOP BOTTOM
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q5% RELATIV DENSITY 4 SET MIN. OF 6" I _
�-- ----- - -- ---- - --- -------- w
----I- - --- - --- - --� ----- INTO FND. "ALL (TYP.) WIV
I =
NOTE=
I I
FOUNDATION
LINE OF NEW
I I INSULATION NOTE: STEPS ABOVE � I EXISTING
PROVIDE R-10 RIGID i I I I BASEMENT
INSULATED DRAINAGE
BOARD AROUND THE
�- ------ ------- VERIFY ALL
II
PERIMETER OF THE I I CONDITIONS
FOUNDATION FROM I L---------- �1�
FOOTING TO SILL I I 8e
PLATE. I v
NOTE= 2'-10" 12'-4"
M O I UNEXGAVATED
SLAB NOTE= I
1 O
4" POURED CONCRETE 20'-6" I I1'-lOy211
SLAB W/ 6 X 6 10/10 ~�
WOVEN WIRE MESH OVER I EXISTING 1
RIGID INSULATION ON
UNDISTURBED SOIL OR COMPACTED SAND TO G5% I EXIST. F.J. I l
RELATIVE DENSITY
-PROVIDE Y2' PREMOLDED I VERIFY
EXPANSION JOINT
BETWEEN SLAB E I I o
FOUNDATION WALL.
I
NOTE: i I
I
DOUBLE UP FLOOR JOISTS I EXIST. F.J.
UNDER ALL WALLS THAT
I LINE OF EXISTING PATIO I VERIFY
ARE PARALLEL TO -JOIST (VERIFY)
OR LESS.
PROVIDE CROSS OR SOLID I I
BRIDGING P 8'-0" O.G. MAX. I I
I �\O
EX. EX. S o4�a6` pQ�
---------------
KEY TO SYMBOLS,
Q EXISTING FOUNDATION 8 2/7/24 AS-BUILT
TYP. FDN HT. - 0'-011
FOUNDATION PLAN 7 1 24 AS-BUILT
6 11/7/23 AS-BUILT
z�L 7/17/23 AMEND
SCALE= %4"s 1'-O" 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
2 2/4/23 REVISIONS
1 1/12/23 11 REVISIONS
No.11 Date 11 Title
REVISIONS: 71
NOTE=
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES Drawn By:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. RMM
NOT RESPONSIBLE FOR CHANGE MADE WITHOUT NOTIFICATION. Date:
/2022
Drawing No.:
w
w OF 8 SHEETS
32'-1 O" L.
O
Q, U
` M
26'-5"
NEW ROOF O.H.
r---- --- ---- ---- - -- ---- - ------- - ---- ----I —
J:..;
U1 to I o z H d
I
I I LINE OF EXIST'G
Qi I FLR. TO BE ALIGNED "" i
V I a0 IH GARAGE SLAB U = I
0 NEW
712-
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I 6 NO
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! I o N I o ST U DY N a I Lco N
NOTE: i I m I 0 Z O 00
NEW WINDOW "D" I I X - \• I I u GQ M
TO BE CENTERED UNDER 5y2" I lq'-7" 5y2" N II'-10J2" 5y2"
NEWLY RECONFIGURED I
GABLE ROOF FRAMING ING I I „ L --- O ~ a M
-- -- -- -1 NEW STEPS
I I DN.3R
to I I 2" X 12" R I D G E REPLACE V.I.F.
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REPLACE G L NEW ROOF O.H.
(V O I �}► (3)T�Is/4"xl4" L.V.L. GIRDER POST REMOVE EXSI ING LINE OF EXISTIIJG EXIST. _ IST FLR.
I - - - - -- - — -� - -- - - ---- - - -- -- - - -m-
_ -�WALL---- - - FLR. ABOVE (VERIFY) 1 �(V
y2„ 3'-02u -- -- -— -
GARAGE cv VERIFY ALL 2"xl0" F.J. I I REPLACE EX. to
m I I CONDITIONS lY V I I EXIST. I I
I - -
(Y V I VERIFY ALL (V=RIFY) I I N
6 O I CONDITIONS (2)-2"xl2"-HDR ,() EXISTING
u 0 NEW _ w" DINNING I I 2"x1o" F.J. I '
x I u FOYER 0 I ALIGN ROOM I I (VERIFY) EX.
7 N I x - D O V 0 C4 I I I O
m O i v I.F. � �j Imo--FLOOR 70 BE RAISED 4 I I r-
�p x - AL GNED W/ EXIST. HOUSE I I r w
(V I I FLOOR TO BE RAISED d
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10 STEP I I NEW II
(s)-2"x1 " �N w REF. (�
————— ———— ———— 4 ----- -------- - - A -- ---- -- z to
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I- i i EXISTING ALIGN Q K 6
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I I VERIFY ALL I
II 2 to I I CONDITIONS
DN. 3R I EXISTING I I EX.
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II I T
NEW STEPS II I
00 I I I
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Lu I IcL. I I EX.uQ
CONDITIONS I �� ^ ^
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A J to BATHROOM q,_01,
X ZID
I AL
uj
I (VERIFY) 117
I
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EXISTING PATIO I GL. Ex.
TO REMAINco
- I EXISTING 6 Ex. ��//
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VERIFY ALL I V
�, GON DI T I ONS
J N EXISTING I O ED AR,
I W Lu BEDROOM 2 2"xlO" F.J. EX. ��5 ��o M. M �TFC,
(VERIFY) ul
2 x10 F.J.
(VERIFY)
i
NOTE: ( REPLACE REPLACE I do 04186�
I EXIST. EXIST. EX. EX. I N T,9T �O i
EXISTING HOUSE TO BE RE-ROOFED I I _ FOF
AND RE-SHINGLED. REPLACE 4
—
PATCH AS REQUIRED. — — —— —— —— —
---- - ---- - - - -- -- -------- --- - -------- --J
�
ONEI,e4 ROOF O.H.
NOTE:
EXISTING ROOF OVERHANGS TO 8 2/7/24 AS-BUILT
BE EXTENDED (VERIFY IN FIELD).
7 121/24 AS-BUILT
F I RS 6 11/7/23 AS-BUILT FLOOR PLAN AREA CALCULATIONS 4 2/13/23 REVISIONS
SCALE= 4"—I'—O° 2 2/4/23 REVISIONS
EXIST'G. FIRST FLOOR I, 10�1 S.F. 1 1/12/23 REVISIONS
LEGEND= 2, 004 S.F. NEW FIRST FLOOR 154 S.F.
o. Date Title
EXISTING WALL NOTE: EXISTING TOTAL FIRST FLOOR 1, 2G3 S.F. 154 S.F.
REVISIONS:
N E W Drawn By:
PROPOSED WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR 5q5 S•F. R"m
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NEW SECOND FLOOR O S.F.
C - - - - - WALL TO BE REMOVED NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
G/(0/2022
TOTAL SECOND FLOOR 8G5 S.F.
Drawing No.:
TOTAL BUILDING AREA 2, 158 S.F.
GARAGE AREA 45q S.F. A 3
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w Q OF 8 SHEETS
M O
c a
o
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-------------------- ----------- --------- -------- �
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EXISTING ROOF TO BE RE-SHINGLED � O �
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NEW ROOF O.H.
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REMOVE EXISTING ROOF REPLACE
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I
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I � EXIST. F 1
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--------------------- --------- ------------- ------- I I 1
I I H
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REPLACE 4t REPAIR AS REQUIRED
112 PITCH
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I EXIST. I I 1
SLOPE I 1 I
112 PITCH
NOTE= (VERIFY) 1 EXISTING I 1
EXISTING HOUSE TO BE RE-ROOFED BEDROOMS
AND RE-SHINGLED. REPLACE 4 I I I REPLACE F 1
PATCH AS REQUIRED. I 1 1 EXIST.
I 1 I 1
I 1 I I
NOTE= I 1 I I 5����D
EXISTING ROOF OVERHANGS TO I I I 1
BE EXTENDED (VERIFY IN FIELD). I I I
I I Q 4Z v,
REPLACE
EXIST. 1 �4186� Q�
_
EXISTING ROOF TO BE RE-SHINGLED
NEW ROOF O.H. REPLACE 4 REPAIR AS REQUIRED
8 2/7/24 AS-BUILT
7 1/21/24 AS-BUILT
SECOND FLOOR PLAN AREA CALCULATIONS 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
SCALE- y4"-1'—o" 2 2/4/23 REVISIONS
EXIST'G. FIRST FLOOR I, IOC S.F. 1 1/12/23 REVISIONS
2, 004 S.F. NEW No. Date Title FIRST FLOOR 154 S.F. REVISIONS:
LEGEND= NOTE= EXISTING TOTAL FIRST FLOOR 1, 2G3 S.F. 154 S•F.
NEW Drawn By:
EXISTING WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR 8�15 S.F. R1"I1"1
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NEW SECOND FLOOR O S.F.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
PROPOSED WALL
6/6/2022
TOTAL SECOND FLOOR 8C15 S.F.
WALL TO BE REI"IOVED
Drawing No.:
TOTAL BUILDING AREA 2, 155 S.F.
GARAGE AREA 45q S.F. AA
c�
w
w �
P. Q OF 8 SHEETS
NEW ADDITION EXISTING EXISTING ROOF TO BE RE-51-4INGLED
REPLACE # REPAIR AS REQUIRED
V.I.F.
12 B%" VERSATEX WINDOW TRIM
4'/2�— PAINTED WHITE
12 V
V.1.�F. 12
REMOVE METAL 12
CHIMNEY # REPLACE 12
W/ DIRECT VENT 1 O
REMOVE EXISTING ROOF I I li_Oo // �\ 6° a
REPAIR E REPLACE � O.H. / \ O.H.
\ / EXISTING ROOF TO BE RE-SHINGLED W
\ G / REPLACE 4 REPAIR AS REQUIRED
TYPICAL ROOF CONST.
GAF TIMBERLINE-ARCHITECTURAL ` W
HDZ PEWTER GRAY HEAD FLASHING 12 F
(TYP.) IB V.I.F.
ALIGN ROUGH 2ND FLR. I„� � UGC
F-
6" d
O.H. /l
ENT
I \ DOQSR / \ // \\ O.H. oho
/ EXISTING
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lO\ O /O\ RE-SHINGLED
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CEDAR SIDING SHINGLES
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G
I I I
I
GRADE GRADE
----- - - - - ---- --- -- - NEW STEP
PROPOSED NORTH FELEVA i ON O
SCALE- y4"-I'-O"
z
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V 1
REMOVE METAL
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TO BE RE ROOFED TO BE RE ROOFED In
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GAF TIMBERLINE-ARCHITECTURAL
O.H. O.H. �J O
HDZ PEWTER GRAY HEAD FLASHING / E
12 (TYP.)
i
REMOVE EXISTING ROOF 12
REPAIR 4 REPLACE A BLIND METAL
z FLASHING (TYP.)
ALIGN ROUGH 2ND FLR.
1 I
.T_'° 6°
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�
TYPICAL EXT. WALL CONST. / \ D AR C,���
/ EXIS Z1� M9
CEDAR Si DING SHINGLES NTRY EX. TO TING E � FAD
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PRI HOUSE TO BE
MED GRAY
1 \_ RE-SHINGLED
�\
NEW STEPS ROUGH 1ST FLR. S) 04186'� `F
EXIST A ING PATIO TO REMAIN (VERIFY) r Kit;
GRADE GRADE
8 2/7/24 AS-BUILT
7 1/21/24 AS-BUILT
NOTE It 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
PROPOSED EAST
L'� T ELE / A T I ON EXISTING HOUSE . BE RE-ROOFED 2 1/12/2 REVISIONS
PROPOSED /`'1-7 1/ /''� AND RE-SHINGLED. REPLACE t 1 j/j2/23 REVISIONS
PATCH AS REQUIRED. NO. Date Title
SCALE: y4"e I'—o" REVISIONS:
NOTE=
Drawn By:
EXISTING ROOF OVERHANGS TO Fzm"
BE EXTENDED (VERIFY IN FIELD).
Date:
G/G/2o22
NOTE: Drawing NI
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES I"1ADE WITHOUT NOTIFICATION. A5
c�
W
Crl
w Q OF 8 SHEETS
EXISTING NEW ADDITION
O
3%2" VERSATEX WINDOW TRIM V.I,F.
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V.1.F. 12 REMOVE METAL I� O
I2 V,I,F, CHIMNEY REPLACE a
12 W/ DIRECT VENT I I
I 12 I I � C7
O.W. // \\ IOO'' I I REMOVE EXISTING ROOF W
EXISTING ROOF TO BE RE-SHINGLED REPAIR t REPLACE S
REPLACE 4 REPAIR AS REQUIRED \\ M // W x
TYPICAL ROOF CONST. O O
REPLACE GAF TIMBERLINE-ARCHITECTURAL ^/
V.I.F. 3r
12 EXIST. I I V I F HEAD FLASHING HDZ PEWTER GRAY F•G'I TWO
ROUGH 2ND FLR Q
EXISTING --------------------------
HOUSE TO BE r l
RE—SI—ANGLED ------------------- — v N
N �
_ W
TYPICAL EXT. WALL CONST. ,,��//
! \ ! \ CEDAR SIDING SHINGLES
// L \\ MAIBEC STAVE LAKE
/ \ PRIMED GRAY
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7
W/ IST FLR. REPLACE
EXIST.
DOOR TO BE ALIGNED W/ EXISTING B1Lco —EXISTING
isT F1 R. I HOUSE TO BE
ROUGH IST FLR. RE—SH7FMINGLED ROUGH il I Hill III IIIIST FLR.
GRADE ILLLtGRADE
NEW STEPS
V1 rTl
PROPOSED SOUTH ELEVATION
� W
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SCALE: %"-1'-0" H�
4 r _ J
EXISTING NEW ADDITION TT��
V1
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TO BE RE—ROOFED I W/ DIRECT VENT
I I
I I
I I
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REPLACE REPLACE
EXIST. EXIST.
il EXISTING HOUSE TYPICAL ROOF GONST.
TO BE RE—ROOFED 12 GAF TIMBERLINE—ARCHITECTURAL
—�4Y2 HDZ PEWTER GRAY
A5RC�1�T
ROUGH 2ND FL . — ——�
R •�
HEAD FLASHING fC? .Z.�''� T
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6" 6 O.H.
00
04186�
G i
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TYPICAL EXT. WALL CONST.
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CEDAR SIDING SHINGLES
MAIBEC STAVE LAKE
ROUGH 1S7 FLR. PRIMED GRAY
8 2/7/24 AS-BUILT
NOTE: 7 1/21/24 AS-BUILT
4 2/13/23 REVISIONS
GRADE GRADE EXISTING HOUSE TO BE RE-ROOFED 3 2/7/23 REVISIONS
AND RE-SHINGLED, REPLACE t
2
PATCH AS REQUIRED. 2/4/23 REVISIONS
1 1/12/23 REVISIONS
No. Date F Title
_ - - - - - - - - -
NOTE= REVISIONS:
— — —
EXISTING ROOF OVERHANGS TO Drawn B
BE EXTENDED (VERIFY IN FIELD, Y
P_"r i
PROPOSED W FE ST ELEVATION Date:
6/6/2022
SCALE: 4"-1'-0"
NOTE: Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES r'1ADE WITHOUT NOTIFICATION,
[;� A6
.. 3
W
w Q OF 8 SHEETS
DOOR SCHEDULE
NOTE=
MARK SIZE DOOR
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
WIDTH HEIGHT THICKNESS TYPE / LOCATION MATERIAL FINISH HANDING HARDWARE MFGR. REMARKS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
G
3'-0" 6'-•8" 211
HINGED - SINGLE SMOOTH PAINTED LEFT TBD REEK REES ENTRY DOOR S20G
EXTERIOR - NORTH FIBERGLASS IS
O 3'-0" 6'-•8" 2„ HINGED - SINGLE STEEL PAINTED LEFT TBD REEB c10 MIN FIRE DOOR
INTERIOR - BREEZEWAY IS
3 3'-0" 6'--8" 2„ WINGED - SINGLE SMOOTH PAINTED LEFT TBD REEB REEB ENTRY DOOR 520G
O O
EXTERIOR - EAST FIBERGLASS IS
COPLAY COACHMAN V
O 12'-O" 8'- O" 2„ GARAGE TBD PAINTED --- TBD TBD O
'4 EXTERIOR SERIES CD12-REC13
M U
a
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INTERIOR - GARAGE WOOD RIGHT
U
w w
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AS TYPICAL ROOF CONST. H U
VERIFY UNIT COUNT AND SIZES W/ DOOR REP. PRIOR TO ORDER n � Ix
2"xIO" R.R. EXISTING ROOF TO BE REPLACED 1�
HARDWARE FINISH AS SELECTED BY OWNER 2„xl2' RIDGE O
V 16" O.G. 30ss BLDG. FELT UNDERLAYMENT
nJ
PROVIDE ALL NECESSARY NARDW SELF-ADHERING "MOISTURE GUARD PLUS'ARE, DOOR STOPS, ETC. 12 12 514" AC. EXT. PLYWD. SHEATHING
4%2r— —14Y2 2"xIO" R.R. CD 16" O.G.
5-2
FASCIA (TYP.) AS 1 00
2"x8" C.J. 0 16" O.G. U N
N �
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T.O.P. r• �� j' ,
00
TYPICAL EXT. WALL CONST. v O
(2)-2x12 HDR. I I (2)-2x12 HDR.
MARK SIZE TYPE QTY. ITEM# FACADE / REMARKS MFGR. LOCATION 1'-o" I 1— 11 RE-SHINGLED CEDAR SIDING H a
O.H. REMOVE EXSITING I 1 O SHINGLES 5y2" EXPOSURE, M
WALL I I (3)-2x12 HDR. O.H.
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O 26 1/2 x 42 1/2 Awning 2 700 AAX Window-Breezeway Andersen E-Series NORTH O = IL STUDY I I U' )_ EXIST'G 2"x6" STUDS C� 16" O.G.
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to QJ F- W 1 1 I a FOYER 5/8" G.W.B.
z
BO Window-Bedrm dv " I I W
34 I/2 x 52 I/2 Casement 2 800 GAX Andersen E-Series NORTH TJI 230 G/2 F.J. � Q� SLEEPERS TO BE USED. RAISE E ALIGN
Replace Existing 5-3 v 16" O.G. i i = FLOOR WITH EXISTING HOUSE (VERIFY).
AS g/4" PLWD. SBFLR.
C Casement I q00 CAX2640-2 Window-Bedrm Andersen E-Series NORTH ROUGH I'T FLR I I EXISTING PATIO TO
60 I/2 x 48 I/2 Replace Existing — - -— -— J REMAIN
O 1 1300 AAX2626 Garage Under Roof Ridge 3 Panel EAST - —_ - T.O.F.
cl0 I/2 x 30 I/2 Awning •
New Window Andersen E-Series GRADE NEW Grp Iw ``,� GRADE
(Il COMPACTED FILL
4„ 1`�►r` FFF'��O"'���
P.G. SLAG I,,�.1/
E Window-Bothrm Kl WATERPROOFING - 6x6,10/10 W. IM. NEw STEP
O 26 I/2 x 42 I/2 Awning 2 1000 AAX Andersen E-Series EAST �-- w� rT ,
Replace Existing T.O.F. I—III 4' .-%
VERIFY ALL V1
O 32 1/2 X 30 1/2 Awning 2 100 AAX2526 Window-Bedrm Andersen E-Series WESTLA" CONDITIONS
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8"xV-3" P.G. FDN. WALL W/ do I^1.INJ-1., OVER
G Awning 1 200 AAX Window-DiningRm Andersen E-Series WEST VAPOR BARRIER O rTl
O (2)-tt5 RE-BARS TQB �.I..i
25 I/2 x 52 I/2 g (2)-2"x6 TREATED SILL (E AS NOTED
Replace Existing A J
SILL SEALER
O TERMITE SHIELD
H 60 1/2 x 52 1/2 Awning 1 300 AAX New Study/Office Andersen E-Series WEST s/a"cD x 12" ANCHOR BOLTS w/ 3"X3" STL.
WASHER CD 33" O.G.
WATERPROOFING
8"x16" P.C. FOOTING W/
O 34 1/2 x 52 1/2 Awning I 1100 AAX Window-Bedrm Andersen E-Series EAST (3)tt5 RE-BARS
Replace Existing
O'I 44 1/2 X 72' 1/2 Awning 2 AAX Sun Porch Panels Andersen E-Series WEST
Replace Existing
V1
O 105 1/2 X 72 1/2 Picture 2 SCA Sun Porch Panels Andersen E-Series WEST
Replace Existing
KI O 102 I/2 X 72 I/2 Awning 4 1 STACK AAX Sun Porch Panels Andersen E-Series WEST O
Picture Replace Existing
O 35 1/2 x 52 1/2 Awning 1 400 AAX Window-LivingRm Andersen E-Series SOUTH
Replace Existing
v I
0 60 1/2 x 48 1/2 Casement 1 600 Window-Bedrm Anderson E-Series SOUTH
CAX2640-2 Replace Existing �� O
O60 1/2 x 20 1/2 Awning 1 1400 AAX New Study/Office Andersen E-Series SOUTH
V.I.F. V.I.F.
12 12
O 66 1/2 x 52' 1/2 Awning 1 500 AAX Window-DiningRm Andersen E-Series SOUTH 4y2�TYPICAL ROOF GONST. — 14%2
Replace Existing
RE-ROOF EXISTING HOUSE
30sx BLDG. FELT UNDERLAYMENT
SELF-ADHERING "MOISTURE GUARD PLUS"
5-2 9/q" AC EXT. PLYWD. SHEATHING
NOTE: PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQ'D BY CODE AB 2"xIO" R.R. Cm 16" O.C. „
2'x I0 R.R.
VERIFY UNIT UNIT COUNT AND SIZES W/ WINDOW REP. PRIOR TO ORDER 16 o.C. ���ED ARCy/
EXISTING ROOF TO BE RE-SHINGLED 0�
CONTRACTOR MUST VERIFY ALL ROUGH OPENING SIZES FASCIA (TYP.) EXISTING REPLACE # REPAIR As REQUIRED
BEDROOM 4 = " 1
HARDWARE FINISH AS SELECTED BY OWNER
PROVIDE ALL NECESSARY HARDWARE, SCREENS, EXTENSION JAME35, ETC. 12
2"x8" G.J. @ 16" O.G. � —13 V.I.F. 041a6N
EXISTING(VERIFY) O
Sr'�TE OF NE��
TYPICAL EXT. WALL CONST. (3)-2x12 HDR.
(3)-2"x8" CONT. HDR..
RE-SHINGLED CEDAR SIDING
SHINGLES 5%2" EXPOSURE,
303* BLDG. FELT UNDERLAYMENT I- EXISTING O.H.
5/e" EXT. PLYWD. SHEATHING 2 - _ '�
2"x6" STUDS Cm 16" O.C. _ �_ EXISTIG o z �_ DINNING EXISTING COVERED _
INSUL. SPECS PER HERS RATER I0 W _
FOYER 1 a ROOM LIVING ROOM PORCH to W - 8 2/7/24 AS-BUILT
5/5" G.W.B. 1 = W J W TJI 230 G%2" I =
GARAGE �9 Q �>.. Cm 16" O.G. W SLEEPERS TO BE USED. 7 1/21/24 AS-BUILT
Q Q�>.. RAISE 4 ALIGN FLOOR WITH 4 2/13/23 REVISIONS
s EXISTING HOUSE (VERIFY).
= VERIFY ALL /a PLWD. SBFLR. VERIFY ALL = 3 2/7/23 REVISIONS
5-3 CONDITIONS ALIGN CONDITIONS A IGN 2 2/4/23 REVISIONS
A8 NEw STEPS fi I No. I/Dat 3 REVISIONS
EX15TING(VERIFY)
REVISIONS:
GRADE NEW CRAWL GRADE
ili �ll 4"P.C. SLAB W/ EXISTING Drawn By:
COMPACTED FILL I III 4" P.C. SLAB W 6
/6x6 6x , 10/10 W.W.M. UNEXCAVATED P_"r I
WATERPROOFING
'ofo W.W.M., OVER
TYPICAL FDN. CONST. VAPOR BARRIER BASEMENT VERIFY ALL11
Date6./6/2022
CONDITIONS
8"xV-3" P.C. FDN. WALL W/
(2)-tt5 RE-BARS T8B VERIFY ALL
(2)-2"x6" TREATED SILL lE AS NOTED CONDITIONS Drawing No.:
SILL SEALER
TERMITE SHIELD
5/e"m x 12" ANCHOR BOLTS W/ 3"X3" STL.
WASHER Qv 33" O.G. C �� I O� Lj
WATERPROOFING � J :;� A7
8"xl6" P.C. FOOTING V4/
(3)tt5 RE-BARS ��7
SCALE: %4" = I '-O" w OF 8 SHEETS
!
RIDGE TENSION STRAP 16" O.G.
BY SIMPSON STRONG TIE
1 1/4" X 18" 20 GAUGE WITH
(4) 8D COMMON NAILS EACH SIDE
NAILING SCHEDULE
FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE H MINIMUM ROOF LIVE LOADS
W H W FCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH AREAS CON POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
o 0 ROOF RAFTER @ 16" O.G. INSTALL "SIMPSON
v O STRONG TIE" L5TA FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION TRIBUTARY LOADED
AREA IN SQUARE FEET
OF HDRTIES @EA. END FOR ANY STRUCTURAL
JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING
MEMBER
RAFTER FRAMING
ROOF SLOPE
O TO 201 TO OVER O
ROOF RIDGE Rafter to Top Plate (Toe-nailed) 200 600 600
HEADER AS NOTED
N Wall height 8 Ft. 3-8d?# ?$ per rafter
Y Wall height q - 10 Ft. 4-5d?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
U (1i3)DOOR OR WINDOW Q Ceiling Joist to Top Plate (Tce 20 16 16-nailed) r l
AS NOTED Wall height 8 ft. 3-Sd?# ?$ r joist RISE 4 INCHES PER FOOT `•/g per j (1:3) TO LESS Q
Wall height q - 10 Ft. 4-Sd?# ?$ per joist THAN 12 INCHES PER FOOT (1.1) 16 14 14 �j M U
S
Ceiling Joist to Parallel Rafter (Fore-noiled) Roof Spin (Ft.) C, '
RISE 12 INCHES PER FOOT (I:I) AND � _ ,-,RIDGE STRAP 12 20 28 36 GREATER 12 12 12 W x
8 N,T.5. 3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d 11-I6d 14-16d C7
402 Roof Slope @ 10 o.c. 4-I6d 6-16d 8-I6d II-16d each top es U
5112 Roof Slope @ 10 o.c. 3-I6d 5-I6d 7-I6d q-I6d each lap F-
t12 Roof Slope @ 16" o.c. 3-I6d 4-16d 5-I6d b-l6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS W
q:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-Ibd 5-I6d �Wj
12:12 Roof Slope @ 16" O.C. 3-I6d 3-I6d 3-I6d 4-I6d (IN POUNDS PER SQUARE FOOT) 7_
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) Roof Span (ft.) w U
F-1 U
12 20 28 36 USE LIVE LOAD Q O
3:12 Roof Slope @ 16' o.c. 5-I6d 8-16d 11-I6d 14-I6d F-
EXTERIOR BALCONIES 60
4:12 Roof Slope @ Ib" o.c. 4-I6d 6-I6d 8-I6d II-Ibd each lap
TYPICAL DETAIL 0 5:12 Roof Slope @ 16" o.c. 3-16d 5-Ibd 7-Ibd q-16d each lop DECKS 40 a
EXTERIOR HEADERS 7.12 Roof Slope @ 16" o.c. 3-I6d 4-I6d 5-I6d 6-I6d ATTICS WITHOUT STORAGE 10
q:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d
12.12 Roof Slope 0 I6" o.c. 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20 T \
1:1
AA
N,T,S, v 00
CNI
TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS 40
Collor Tie to Rafter (Face-nailed) 6-Sd per tie SLEEPING ROOMS 30 DD
Blocking to Rofter (Tce-nailed) 2-8d each end
Rim Board to Rafter (End-nailed) 2-I6d each end
WALL FRAMING
Top Plate to Top Plate (Face-nailed) 2-16d?l per foot M
Top Plates at Intersections (Face-noiled) 4-I6d joints - each side
TABLE RSOI.2(1)
Stud to Stud (Fore-ndled) 2-I6d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
SON STRONG TIE MTS12 Header to Header (Face-nailed) Ibd Ib" o.c, along edgesWIND DE51GN
" X 16 GAUGE STRAP W/ GROUND SEISMIC SUBJECT TO DAMAGE FROM
(4) 8d COMMON NAILS ((5) 8d Top or Bottom Plate to Stud End-noiled 2-I6d r 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FR05TLINE
( ) LOAD (MPH) EFFECTS REGION DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
COMMON NAILS IN GARAGE) INTO 3-I6d per 2xb stud
THE ROOF RAFTER 4: (A) 8d 25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO
COMMON NAILS ((5) Sd COMMON 4-I6d per 2x8 stud
NAILS IN GARAGE) INTO THE WALL MPH TO HEAVY MODERATE
STUD. %5"0 x 12" L. x 3'-0" O.G. ANCHOR Bottom Plate or Floor joist, Bandjoist,
It—
BOLTS W/ 3"x3' SO. STL WASHER.(P-O" FROM CORNERS) End joist or Blocking (Face-nailed) 2-I6d 7! ?@ per foot
AS PER TABLE 4 FLOOR FRAMING
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist • •
S 2 1"IT5 12 DETAIL Bridging to Joist (Toe-nailed) 2-8d each end
Blocking to Joist (Toe-nailed) 2-5d each end w
8 N,T.S. INSTALL "SIMPSON STRONG-TIE" ce
Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block GLAZING PROTECTIONBRE B FROM WIND— ON DERIS O
14%.5 CLIPS 050 16" O.G. tN/5-15d NAILS Ledger Strip to Bean (Face nailed) 3-I6d each joist
Joist on Ledger to Bean (Toe-noiled) 3-8d per joist r
Band Joist to Joist (Eid-nailed) 3-I6d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Cut
Band Joist to Sill or lop PLote (Toe-nailed) 2-Ibd?! per foot 74,;," AND A MAXIMUM SPAN OF V-O" FOR EVERY WINDOW, PANELS
SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE W
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
Structural Panels 8d b' EDGE/ b" FIELD �T
° INSTALL "SIMPSON STRONG-TIE" Diagonal Board Sheothi�g O W
1"xb' or I"xB" 2-8d each end FASTENER TYPE FASTENER SPACING
'o MSTA36 STRAPS � 16" O.G.
° SECURE WITH 26- IOd NAILS I"xlO' or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
a S W-O-
CEILING SHEATHING L�
2Y2" ab WD. SCREWS 16„
(I I Gypsum Wallboard 5d coolers 7' edge / 10" field
�H ,o SCREWS
° WALL SHEATHING 2 „ 16" I6" I2"
a8 WD.
'o Structural Panels Watt
5d SheathingSPrssurinfie t Nailing
Fiberboard Panels Zones this page.)
Q 7/16' 8d 3" edge / b' field
25/32" 8d 3" edge / b" field
° • N SCHSTENERS AS
EDULE EDULE ABOVE NOTED
CV
' •• ° Gypsum Wallboard 5d cooler 7" edge / 10" field
,0 . • HardbOCrd 8d (see Simplified Walt T/�
'•° Particleboard Panels 8d SheatZi es Pressure g tJ1
WINDOW PLYWOOD AS NOTED
" Diagonal Board Sheathing GLASS 2'X4" BRACE • LARGER SPANS
I"xb' or 1"xB' 2-Sd per support Z
4 z •o ° I"x10' or wider 3-8d per support O
LU FLOOR SHEATHING
F+- J Structural Panels SI r
t , SILL
Lu'
' U I" or less 8d b" edge / 12" field raj
SS WALL—TO—FND. CONNECTIONS greater than I" IOd 6" edge / 6" field
° N.T.S. Diagonal Boclr(o0 or VxB" 2-8d per support
o I"x10" or wider 3-8d per support PLYWOOD STORM PANEL W �� O
SHUTTER" DETAIL
0 ?! Nailing regvirments are based on wall sheathing nailed b" on-center at the panel edge. If wall sheathin ".r..
u is nailed 3" on-center d the pmel edge to obtain higher shear capacities, nailing regpirments for
structural members shdl be- doubled, or alternate connectors, such as shear plates, shall be used to
O maintain the load path.
?@ When wall sheathing 's continuous over connected members, the tabulated number of nails shall be
S�3NSTABCS DETAIL permitted to be reduced to I-I6d nail per foot,
8 N.T.S.
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN I_--------
I —
FOREST AND PAPER ASSOCIATION (AF * PA) HOOD FRAME CONSTRUCTION MANUAL EXISTING I
ROOF ��E Cy
FOR ONE AND TWO FAMILY DWELLINGS, ig95 SBC HIGH HIND EDITION, SECTION 2.
INSTALL "SIMPSON STRONG-TIE" I---------L \G�
i
1-1-(c TIES Cm 16" O.C. W/8-8d NAILS
H6 ` O
14 INSTALL "SIMPSON STRONG-TIE" SIMPLIFIED WALL SHEATHING
LTP4 ANCHORS P 16" O.G. I^l/ PRESSURE 4: NAILING ZONES � Q�
12- 8d NAILS ST'9T O4186 yO�
^n1
F 1
0 EXISTING DE
..-
ROOF
o 5/8"d) x 12" L. x 3'-0" O.G. ANCHOR
BOLTS W/ 2"x2" So. STL WASHER. EXISTINGI 2O
LTP4 BP (1'-0" FROM CORNERS)
AS PER TABLE 3.2A 4: 3.2B I O
5
I I
LTP4
OI COMPONENT AND CLADDING PRESSURE ZONES 8 2/7/24 AS-BUILT
O a NJMBERS INDIATE NAILING ZONES 4 2/13/23 REVISIONS
A.- EXIST EXISTING
3 2/7/23 REVISIONS
4i I I
I D 0 1 EXISTR �G ROOF 2 2/4/23REVISIONS
ROOF SHEATHING NAILING SCHEDULE 1 1/12/23 11 REVISIONS
v� a� No. Date 11 Title
REVISIONS:
ZONE I ZONE 2 ZONE 3 ZONE 4
WALL SHEATHING NAILING SCHEDULE FIELD Drawn By:
8" O.C. 12" O.C. 3" O.C. 4" O.C. RMM
(S'_�4FLR. -TO- FND. CONNECTIONS
EDGE 4XISTING ate:
8 N.T.S. ZONE 5 ZONE 6 " O.C.O,G, 3" O.G. 3" O.G. ROOF r'o/G/2022
FIELD ALL 3112" EXT. PLYWOOD WALL SHEATHING TO BE SECURED
4" O.G. 8" O.G. WITH 8d COMMON NAILS- 29," x 10'/„" GA. - PATTERN AS Drawing No.:
INDICATED ABOVE.
NOTE : PROVIDE CONTINUOUS LOAD PATH EDGE 4"
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
F"ROI"1 RIDGE TO FOUNDATION . REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
ALL Yz" EXT. PLYWOOD WALL SHEATHING TO BE SECURED MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL
WITH 6d COMMON NAILS- 2" x 111112" GA, - PATTERN AS CODE OF NEW YORK STATE.
INDICATED ABOVE,
ROOF PLAN W3
w Q OF 8 SHEETS
r�.
. O
201-6" u
QI M U
C a
FF
NOTE= w
W x
AFTER VISIBLE INSPECTION U
THE EXISTING GARAGE FOUNDATION F�1
AND ENTRY FOUNDATION
WAS FOUND TO BE IN DISREPAIR ^ O C)
III AND AT A INSUFFICIENT DEPTH BELOW al �_q
- GRADE. REI"IOVE EXISTING GARAGE
III FOUNDATION AND REPLACE WITH NEW M-M
P.C. FOUNDATION IN SAr IE FOOTPRINT.
�y u
N O�
� I I � 00
u M
EXISTING IIII
N
GARAGE
M
TO BE REMOVED
EXISTING
DINNING
Rood
i IIJ_F _ _ Ed
IIII ( EXISTING
IIII I TRY
\ T II
0
II I I I II REF. EXISTING
Q
- L - - � - z LIVING
- - -
- - - - - ROOM
EXISTING
KITCHEN
00 EXISTING
00 COVERED
LEGEND: uP PORCH
O
s1-1 w R F_T—1—F_
EXISTING WALL C ��
TO BE REMOVED EXIST.
E BATHROOM
GL.
h�
EXISTING
BEDROOM I
EXISTING
BEDROOM 2
M. MgTO
0416\ �pQ
STgTE OF N�
F I RST FLOOR
DEMOLITION PLAN
SCALE= YV-P-O"
8 2/7/24 AS-BUILT
7 1/21/24 1 AS-BUILT
6 1 l/7/23 AS-BUILT
No. Date Title
REVISIONS:
Drawn By:
P-mr f
Date:
7/17/23
Drawing No.:
c�
w
w Q OF SHEETS
S
Richard M. Mato, Architect
r•
TOWN OF SOUTHOLD
Building Department
54375 Main Road
Southold, New York 11971
April 3,2023
RE: 154. King Street
Orient,N.Y.11957
TM#1000-26-02-03
Att:Amanda Nunemaker
Dear Amanda,
I have visibly,inspected the above mentioned residence with regard to the
replacement of existing bedroom windows.The windows are being replaced"In-
Kind"and are not being re-framed.And to the best of my professional ability the
construction is in compliance with the applicable codes in affect at the time of
construction.
Should you have any questions regarding the enclosed,please feel free to
contact me.
Sincerely,
del a -
- —- ---- --- ---------------------------1'diird Itlato,,1:L-A
P.P.Box 2284
Aquebogue,W-14931
Tel:(631)523-5879
---- -- - - __.E=Mal:rma of-arch ec gmai.com -- --- - -- —
�ad
GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES+ GENERAL INTERIOR t EXTERIOR STAIR NOTES. Blmmr door
and provide ManualsI, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE and duch-lori: D I and S ^r "
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9r" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN RET01 STORIA WATER R •-• as P
BUILDING REQUIREMENTS AND THE: NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR tt2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED, ACCORDANCE WITH R311, R301,3, R301,4, R301,5 THE 2020 RESIDENTIAL CODE PURSUANT TO CHAPTER 36 '"""`rrr t y�`krr�. iJ 4♦1y V b N n•[4ieT O p y
.l 4..
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERGEDE THE DRAWINGS 2 ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF t." FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CL05E UNLESS NOTED OTHERWISE. OF THE TOWN CODE,
AND SPECIFICATIONS WHETHER OR: NOT INDICATED. . SHINGLES WHEN REQUIRED.
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3. BUILDING DEPARTMENT NOTES :
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
MAXIMUM RISE - 7%"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL_ BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS C. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFCAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.G. MINIMUM NOSING PROJECTION -
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IV ` '"JCUPANCY OR CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16" 3E IS UNLAWFU
I.
S. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES.
4, ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED ` BUILDING DESIGNED IN ACCORDANCE TO TFM AMERICAN FOREST
A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES. V 'ITI�OUT CERTIFI SATE p H
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE 501L OR CONCRETE. AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED
AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET I ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND C. 1- O'CCUPAN MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
WHERE POSSIBLE. E..i
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. VERTICAL SURFACES. .
3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF .� 0
NEW YORK STATE AND ALL LOCAL. AND FEDERAL COCES AND REQUIREMENTS 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 DESIGN CRITERIA: �_ U DOUBLE L U O THE ROOF OBE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM H
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,
CONTRACTOR SHALL PERFORM ALL. ELECTRICAL WORK, NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS rTl ~
SPECIFICATIONS. LIVE LOAD 40 PSF: pai exterior li
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST 2' PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING gt
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LE55. A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
DEAD LOAD 20 PSF: DO NOT PROCEED WITH Installed,replac 'd o
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: FRAMING kINTI�SURVEY ) Yred Sh9ll CC if 1 " H
BEFORE THE START OF THE WORK:, DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. �" VED AS �JQ'�D to Chapter 72
7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND D LOAD i3o MPH OF LOEAfi.ION
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'CATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.C. VERTICALLY UNLE55 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR HAS BEEN APPROVED. of the To`mm od
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS, SMOKE ALARM NOTES. QA h--'1 U
WORK,
B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8, PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS: FEE ! aD BY. 0 O
CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES. = E
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a. ONE IN EACH SLEEPING ROOM. NOTIFY BUILDING DEPARTMENT AT
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 631 765.1802 8AMTO4PM FORTHE
q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLE55 NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. FOLLOWING INSPECTIONS' d
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. BOARD . ;.
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL k 1" FOUNDATION-TWO�� `".1IRED
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS• , 0�p
MANUFACTURERS SPECIFICATIONS .AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE GOATS OF SPACKLE. FOR POURED('OI�•C:i"' L LIST OF DRAWINGS N
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. 2, ROUGH-FRA.W46 t� ;'Lukd,1ING
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE " ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL CEMENT BOARD AT ALL NET AREAS WALLS, CEILINGS, DECKS :
10. ALL CONSTRUCTION SHALL BE LEVEL PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 3. INSULATION Q ono
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. �, FINAL-CONSTRUCTION MUST U
OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS
SHOWN UNLESS NOTED OTHERWISE:.
FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLE55 B. PROVIDE ONE LAYER OF APPROVED 5/5" FIRE RATED GYPSUM WALL BOARD BE COMPLFTI_.FOR C.U. SHEET A I GENERAL NOTES
NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ALL CONSTRU::i10N aHA .L MEET THE c'Y,
PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE t I , C"
If. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT REQUIREME,,TSOF7+- (.,�'IDES OF NEW
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING' INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I? OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.BRACING, 4, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER YOYORKSTAT". "!J7 P, I-%,!,ISLE FOR SHEET A2 FOUNDATION PLAN �
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF C AP 2001 1, AT ALL INTERIOR WALLS COMMON TO GARAGES. DESIGN OR COv oTRUG,u1J LHHORS
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE SHEET A3 1ST FLOOR PLAN
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
DRAWIN`S AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12• ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS. HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. !
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY C.OMPLY 11"171TH ALL CODES OF SHEET A4 2ND FLOOR PLAN
SUB-CONTRACTORS OR ANY PERSDN PERFORMING THE WORK, YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS n. 'v" !
OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE �►— YORK STATE & SOY�� COD
GENERAL GARAGE NOTES. Rs 17z G rt a++"' ' f-=+�' T O S
13. ALL DECK JOISTS SHALL BE ACO AT 16" O.G. AS PER PLAN. DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; A,� (�EQIJ�. � '� �,+1�1 • IONS OF
1A. CATHEDRAL ROOF TYPICAL CONSTRUCTION THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
X� ` ^^, I1 SHEET A5 ELEVATIONS
GENERAL EXCAVATION +k SACK FILLING NOTES. ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC TVlV� A • •
PROVIDE ASPHALT ROOF SHINGLES WITH tt30 FELT OVER 60 MIN, GRADE 'D' BUILDING �� _ "�- - -V r� II`f pp//��
PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
AS PER THE SUFFOLK COUNTY Ih�P�RNNNGDV�D SHEET A6 ELEVATIONS
I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE �" "°�"""' -"
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, ------ }}�I
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. ,PROVIDE A MINIMUM OF V AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. --i 3VSTEES O
SHEATHING AND THE INSULATION, SHEET A7 SECTIONS
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED ,,,,.•," I ,�,r.I.'
THE DRAWINGS AND SPECIFICATIONS WITH AN A55UMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION ¢ HEATING NOTES,
CAPACITY OF TWO TONS PER SQUARE FOOT, IT IS THE SOLE RESPONSIBILITY OF Q• PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER
THE CONTRACTOR TO VERIFY THE: ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES. ' VLV-CTEIICAL SHEET A8 CODE PAGE
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING H H H
NATURAL 1 $pEO'flarJ RE(�UII3 �1 Q 1 . . THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF
NEW YORK STATE LICENSED ENGIIEER, THE CONTRACTOR SHALL NOT START 6. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS
o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/5" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 201E ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER NEW YORK STATE.
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS.
b. EXTERIOR WALLS- NOTCHING AND BORING:
2. ALL CONSTRUCTION INCLUDING ALL HVAC PLUMBING, ELECTRICAL AND -
SHALL NOT PROCEED WITH THE H10RK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION £ODE
1, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2015 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS `it
FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS, RESIDENTIAL ADDITION
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH,
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE if. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DE51GN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE 154 KING STREET OWNER OF RECORD:
REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/5? TO THE GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF H15 DOCUMENTS AND HIS CONTRACTORS ORIENT, NY IIg57 LIVING TRUST OF KATHLEEN KMET BECKER
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SCTr Is* 1000-26-02-03
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES FIRST FLOOR FINISHED ELEVATION: +-q,2 FT V1
WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE ZONING DISTRICT: RESIDENTIAL, LOW DENSITY R-40 VILLAGE u PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM GRO55 SECTION TEST OF ASTM E Igg6 AND OF ASTM E 1886 AND R301,2.1,2 OF
HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A ORIENT HISTORIC DISTRICT
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE W NEW YORK STATE PROFESSIONAL ENGINEER, % O
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERISE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x6 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLE55 NOTED TOTAL LOT AREA: 14,OBI S.F.
OTHERWISE. BY EXCEPTION TO R301,2.1,2. 4, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF TOTAL EXISTING LOT COVERAGE: 2,004 S.F. CcD 14.2%
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.C, FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHEGK" DOCUMENTS MEET HOUSE: 1, IOGI S.F.
MINIMUM OF 3'-0" BELOW FINISHED GRADE. SUN PORCH 340 S.F.
e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 GARAGE: 4501 S.F.
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. SHED= q6 S.F.
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES OR PLANTINGS. SLOPE ALL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
� ASSEMBLIES, AND RCJCJF DIAPHRAGM ASSEMBLIES. TOTAL ADDITION LOT COVERAGE: 154 S.F.
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. TOTAL PROPOSED LOT COVERAGE: 2, 15B S.F. 15.3%
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON
GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES.
BOTH SIDES OF THE HEADER. 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES. h, LINTELS SHALL NOT BE LE55 THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
I, THREE 2xIO'S FOR SPANS UP TO 7'-0"
REQUIREMENTS OF R310 OF THE,2020 RESIDENTIAL CODE OF NEW YORK STATE.
1, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE II, THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) f
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-B" ABOVE THE 2L... �?7�
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLE55 NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE "� �. INC �'/ SURVEY OF PROPERTY
PRESSURE 15 A55UMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO: N AV"SIEN
� � � AT .ORIENT
2. CARRY ALL FOOTINGS TO A MINII1IUM OF 36? BELOW GRADE ON TO A FIRM j. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR
TOWN O.P. SOTHOLD _
UNDISTURBED BEARING SOIL. SEE: PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS:
b, THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET �Y'1'T'LT)'tJ"��� )^IDTT7l/•mv ar �► ,
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (I)-2x6 (FLAT) FOR UP TO 7'-0" i7�,ll'l'lJ (,r CljYl l� IVY.
C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24", "tu A i3f
,r�
NOTED ON THE PLANS (MIN, OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II,(2)-2x6 (FLAT) FOR UP TO 10'-7" 2000 2ST02�3 " •C�• ch'�j
d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" SCAM.- It--80i ^-
SECTION, THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTEGH" PLYWOOD SUB-FLOOR TYPICAL. 3, APRk(L 12, 2021 C: i V/�Q� A
PLANS WITH tt5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR q �
G? APR8i ZQ�1 (SET CORNERS)
,
fi?,
WALL CRO55 SECTION, 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE J015T SPECIFIED, FASTEN OPENING SHALL BE 5.0 SQUARE FEET,
TO WALL WITH Y2"m DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL * iry
10
4. (I)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. 4 WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
S. %"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM , H r
EIGHT I5 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL EE N10
m, PROVIDE GIRDER PER PLAN ON 3/?'m DIAMETER STEEL COLUMN ON POUR.:';"? PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE � /
OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER, CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. VZA�IAN
2020 RESIDENTIAL CODE OF NEW YORK STATE.
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. GENERAL SWIMMING POOL, HOT TUB Q SPA BARRIER NOTESs p
n
Q REVAR EDAR sfT
®7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON m NE((, EL NB4'i�5�E �12r EL 7,r _
ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER .+
WATERPROOFING BY RUB-R-WALL OR EQUAL. r a p1pE
APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED '�& 5
• Mf1NUMENT EL3'
PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS N 0811roR" W �00 "AN
B. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON �j sr U71UTY POLE SHED
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, THE CODE REQUIRES. 30.OQ� *'
9�
—�—= ovERgEAfl wrnE 1*1 N101F {�",`"'►
41 RT DAWS
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL 1 7, 7y
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. EL> VA77ONS ARE REFERENCEl7 TO 1VAVl7. 8$ dpEL 7X
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EL 0, ^ 4-0 4 2/13/23 REVISIONS
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION \' bAN41N6 ASEP'nc th 3 2/7/23 REVISIONS
STRENGTH OF 5,500 PSI AT 28-IDAY TEST. NO ADDITIVES SHALL BE PERMITTED TO N/lO�f /l - 2 2/4/23 REVISIONS
THE MIX EXCEPT WARM WATER. ALL CONCRETE 5HA-L BE AIR ENTRAINED. TOTAL �\CHR"ISTOPHER FOCAP �� 1 � ;i'' � 1 1/ 2/23 REVISIONS
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE `— po �� Rfl�S o f g �� ,TIo" No. Date Title
CONCRETE VOLUME, N E1f•��8.2 �y
REVISIONS:
IL 8131 l pt 'GA GE o P
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
142•Z \ 2
41M9�.R „ � .fit. 76.7' ,,,,., v,,•-•-+w
ET
If. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 70RARS FL N .2 oo a EI-7 nu*""Ou RMM
WA. Al bl��EO 1� GE14£CWN ' AUE.RS •" . !W
315 AND ASTM C1157 REQUIREMENTS. EL g9 a VZOEL N �L oN� m �pU«-^ IK� xU l
�. o�v �-"+ Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL rt( y E 'SPIV R GA -r 6/6/2022
CONFORMING TO THE LATEST ASTM A-615 GRADE 60. 'y 'A a. � r � � �� O�.
w r r„ Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED m a r s�, 'W �' $ PETSWi
WERDEN +~ p�
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK 6's 22•�' p�aa
ANY ALYERA17ON OR AD0177 N+/ TO THIS SUR"1$A VIOLA�DN � ��EAWA N//O//F
STATE LICENSED ENGINEER. OF SEC7/0N 7209OF THE NEW YDRK,STATE EDUOA710N LAW. SUSAN HOLDEN 4#67b'
IA. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) ® EXCEPT AS PER S£C7JON T2II9-SUBD/NSIDN 2 ALL CERTIFICATIONS EG`CA !G R1�F"YOER:'%
HCREON ,+IRE° VALID FOR THIS MAP AND COPIES THEREOF"ONLY IF � �'
HORIZONTAL. SAID MAP OR COPIES BEAR THE IMPRESSEO SEAL OF THE SURVEYOR
WiOSE SICNATURE APPEARS HEREON, AREA-14,089 sO. FT. TO TIE LINE SOU f3�L
ER s /l r� Q, D T•f' D^��iG W�-1 C4
" w Q OF,. 8 SHEETS
32'-10" r l
V O
M U
_rn
20'-6" 12'-4"
O
-- -- ----- - -- ------ -------- ---- -—-
�• --- - --- - ----- -- -� H w
_ _______ _ _ _ __ __ _
I I NOTE
I i I EXISTING MECHANICAL TO BE I""{ U
811I 11'-5" 8" I Z RELOCATED TO THE EAST FACING
O
O SIDE OF HOUSE ALONG FENCE.
I I I I I
00
� • i I � I I = � � a
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I ; I I �•. O m � I :.:; I 3 w � o
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NOTE= i i I i I "aw I z ---- w O
SILL PLATE NOTE: P,
PROVIDE (2)-2 X 6 I I I I
ACQ PLATE OVER _ I ;' I I ;.:. F
SILL SEAL OVER 6 I I = I •'` I I
TERMITE SHIELD BOLT VERIFY ALLIJ
I
TO FOUNDATION WALL (y _
W/ 5/8" DIAMETER
(V I '`.•... I CONDITIONS N
GALVANIZED ANCHOR
BOLTS 2' q" O.G.
6 TWO BOLTS AT I I I ~` 2"xi " NAILER-S CURE-K— EX.
EACH CORNER (TYP) I ':. I UNEXGAVATED I UP
I :'1 I I ,•• W/ /2'�x3"LAG SCREWS
016"O.C.
4"P.C. SLAB W/
NOTE: I I 6x6,10/10 W.W.M, t • •
FOUNDATION WALL NOTE:
I WATERPROOF 4 INSULATE
5" THICK X 3'-3" HIGH _ 40 B t I I :;: UNEXGAVATED I
POURED CONCRETE O
FOUNDATION WALL (MIN, m I I I `. (VERIFY)
3,000 P.S.I.) ON 1E" X 8" = I IT
r
POURED CONCRETE I I I •'.� T� �u1
FOOTING W/(3) xs5 - I I DROP T.O.F. FOR O.H. DOOR _ I W I'1 V1
REBARS ON It
UNDISTURBED SOIL OR I `••� L_ ________ ____ ___ _ _ � J ►_�
COMPACTED SAND TO (V I
q5% RELATIV DENSITY L-f'-- ---- - --- --- - -- - - ---- -- — --� l71W O
NOTE= tt4 REBAR-15" LONG I I I W I
TOP 4 BOTTOM
DRILL INTO EX. I I I I r
FOUNDATION FND. It EPDXY I LINE OF NEW H
INSULATION NOTE: SET MIN. OF 6' I I STEPS ABOVE I EXISTING
INTO FND. WALL (TYP.) I
PROVIDE R-10 RIGID BASEMENT
INSULATED DRAINAGE
B _ ______[BOARD AROUND THE I _______ VERIFY ALL
PERIMETER OF THE I I L_ CONDITIONS
I L---------- -------- I ` ,
FOUNDATION FROM p�
FOOTING TO SILL ( I
PLATE.
2'-10" 12'-4" 5'-4" I I
NOTE: 11 I I UNEXGAVATED
SLAB NOTE: M.O.
I O
POURED CONCRETE SLAB W/ 6 X6 OO 20'-6"
WOVEN WIRE MESH OVER I EXISTING E...�
RIGID INSULATION ON
UNDISTURBED SOIL OR
COMPACTED SAND TO q5% I EXIST. F.J. I W
RELATIVE DENSITY I / VERIFY I H
-PROVIDE Y2" PREMOLDED
EXPANSION JOINT
BETWEEN SLAB it I O
FOUNDATION WALL.
NOTE: I I
I
DOUBLE UP FLOOR JOISTS I I EXIST. F.J.
UNDER ALL WALLS THAT I
I LINE OF EXISTING PATIO I VERIFY
ARE PARALLEL TO JOIST
OR LESS. I (VERIFY)
PROVIDE CROSS OR SOLID I 1
BRIDGING @ S'-•o" O.G. MAX.
EKED A13Cy�
M T
EX. EX. \5N 04186*\
TFO` J�l
KEY TO SYMBOLS
Q EXISTING FOUNDATION
0 TYP. FDN HT. - 0'-011
FOUNDATION PLAN
SCALE: YV-0-0" 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
2 2/4/23 REVISIONS
1 1/12/23 REVISIONS
No. Date Title
REVISIONS:
NOTE:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
Drawn By:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. RI"m
NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION.
Date:
6/6/2022
Drawing No.:
A2
w ca OF 8 SHEETS
PFIZ�
cb
32'—10" �
NOT E s
o
NEW WINDOW "D"
TO BE CENTERED UNDER 26'-5" CE
NEWLY RECONFIGURED
GABLE ROOF FRAMING C6 W
NEW ROOF O.H. 0
r---- - ---- - - - -- ---- ------ - - ---- ---777
Caen to Q ° �
I - - - - pw
O I LINE OF EXIST'G 1 U NEW x 16 4 EXIST'G `t
I X r-FLR. TO BE AJ{IGNED N00
j m f V o STUDY N �a " lO 3 SILCO
(V I WITH GARAGE B _ - - ^ I _ w
O 00
5y2 I Iq'-7"
M
u
O
-- -- - - --, NEW STEPS �
Uri I L---
'-o w
I r A i IGN� 4"CP STL. OLUMN_ BR
R I D G E REPLACE V.I.F.
2" X -12" S 1 m - - - _ _ _ EXIST. 5'—o10 O DOOR TO BE ALIGNED W/
--�— — - REPLACE G I_ NEw ROOF O.W.N I STEEL GIRDER =� _ IST FLR.
I Ci REMOVE EXSI ING LINE OF EXISTING EXIST.
WALL FLR. ABOVE (VERIFY) - --- --- --- ----- ---------- ----"-m
-- --- ------- - -
I 3 = -- ----------- — — ----------- --
U
GARAGE Ow w O VERIFY A I I REPLACE EX. cD
I Ztr- 2'xiO" F J. EXIST. I I
L 'Q CONDITI S
I I _ u I I _ N
(VERIFY)
V I JIVERIFYCONDITIONS 3y2" 2� �'�� (2)-2"xl2" HDR.K I I J II VI
I o EXISTING I
- - I U o v EXIS 'G� I/ =v 1�/� DINNING I I 2"xIO" F.J. I • •
B U Y -x (ALIGN ROOM I I CVERIFY) EX.
I O
x B O u
FLOOR TO BE RAISED 4 I I I
IA V I.F. M -FLOOR
W/ EXIST. HOUSE I I I �.
1 N 1 FLOOR TO BE RAISED Itbv- I I ALIGNED W/ EXIST. HOUSE
O I EX. I - `
I
m I I NEW (3)-2"xl " N W REF. Q I I I I _
- - - - - �,4 - Z I
(5)-2"xI2„ Q I I II-- O W
4 A A -1 EXISTING ALIGN Q K - ~�
I---- ---- -- -- - - �----- -- - -- ----- - -� -- -- -- _ —�— N LIVING ROOM I I E"�
V.1.F.
I I II i H
BR VERIFY A
11'-2" I w ' I I CONDITIONS
DN. BR I EXISTING I I Ex.
V.I.F. I KITCHET�I I I NEW POST--,
�i I I I 6
NEW STEPS-` I O O II I
I II O O UP COVERED
3' " 7'-10 ° PORCH
-o 12 -0 I I
I V1
O.H. DOOR I Z
iTUB I I I I I VERIFY ALL OK632'-4y2 to O
I I I I I CONDITIONS
W CL. EX. I
EXISTING
A a X SATE-(ROOM q,_o,= SY2" i w
I
I
C.J. i 6
I (VERIFY)
I
CL.
EXISTING PATIO I EX.
TO REMAIN I _ I
I cCD
I
x -
I EXISTING Ex.
BEDROOM I
VERIFY ALL11 I Lu
U
E CONDITIONS �
0 EX I ST I NG I o kAED AfC
;. .
;�' �ptD M F
- I wW BEDROOM 2 2"xlo" F.J. EX. M. ��I (� ' �
a (VERIFY) 17
2"x10" F.J.
(VERIFY) 7
NOTE: I REPLACE REPLACE I s �qjg6N •E- /
I EXIST. EXIST. EX. Ex. � Q'
EXISTING HOUSE TO BE RE-ROOFED I I !ITFi. n =�NyO
AND RE-SHINGLED. REPLACE 8 _ ___ _ ___ _ _
PATCH AS REQUIRED. - 1:�F r
NEW ROOF O.H.
NOTE:
EXISTING ROOF OVERHANGS TO
BE EXTENDED (VERIFY IN FIELD). FIRST FLOOR PLAN
� I AREA CALCULATIONS 4 2/13/23 REVISIONS
f�'y 3 2/7/23 REVISIONS
SCALE: y4"-1'—O" 2 2/4/23 REVISIONS
EXIST'G. FIRST FLOOR 1, 1001 S.F. 1 1/12/23 REVISIONS
LEGEND: 2, 004 S.F. NEW FIRST FLOOR 154 S.F. No. Date Title
EXISTING WALL NOTE= EXISTING TOTAL FIRST FLOOR 1, 263 S.F. 154 S.F.
REVISIONS:
NEV-4 Drawn By:
PROPOSED WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR 8q5 S.F. Rl` M
PRIOR TO CONSTRUCTION. NOTIFY ARCI-IITECT OF DISCREPANCIES. NEW SECOND FLOOR = O S.F.
C C C C C C C WALL TO BE REMOVED
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
TOTAL SECOND FLOOR 8q5 S.F. 6/6/2022
TOTAL BUILDING AREA 2, 155 S.F. Drawing No.:
GARAGE AREA : 45q S.F. A3
w
w Q OF 8 SHEETS
M O
� a
o �
-------------------- ----------- -------------------
Q � o
J n'
N C\
Q
00
M
EXISTING ROOF TO BE RE—SHINGLED O �
REPLACE d REPAIR AS REQUIRED w
M
NEW ROOF O.H.
REI"IOVE EXISTING ROOF REPLACE
EXIST.
I
I
I I
EXISTING
BEDROOM .4 I REPLACE
I � EXIST. F Z
I
-------------------- ------- ------------- ——————- I I
I EXIST. I I
I
EXISTING ROOF TO BE RE—SHINGLED I SLOPE I I
REPLACE t REPAIR AS REQUIRED
'12 PITCH
(VERIFY) I I I Q
A I I I I ^ V1
I I
I I
W TUB
V . EXIST.
SLOPE
Jp EXISTING
Wx BATHROOM ( PITCH
(VERIFY)
i H
S I N
EXIST.
I
SLOPE I
I I 12 PITCH
I (VERIFY)
IF I F I
I I I I
E I I I
I I I
I I I I
I EXIST. I I I
I SLOPE I (
L4
112 PITCH
NOTE: (VERIFY) EXISTING
I I 1
EXISTING HOUSE TO BE RE—ROOFED BEDROOM 3
AND RE—SHINGLED. REPLACE 4 I I REPLACE F I
PATCH EXIST.AS REQUIRED. I
kAED Aft
O M.
NOTE:
EXISTING ROOF OVERHANGS TO
BE --XTENOED (VERIFY IN FIELD). I I I I I yk
I REPLACE I ��'T 041861 Q�
EXIST.
EXISTING ROOF TO BE RE—SHINGLED
NEW ROOF O.H• REPLACE t REPAIR AS REQUIRED
SECOND FLOOR FLAN AREA CALCULATIONS 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
SCALE= y4"-1'—O" 2 2/4/23 REVISIONS
EXIST'G. FIRST FLOOR I, IOq S.F. 1 1/12/23 REVISIONS
NEW FIRST FLOOR 15A S.F. No. Date Title
2, ooA S.F. REVISIONS:
EXISTING TOTAL FIRST FLOOR 1, 263 S.F. 154 S.F.
LEGEND: NOTE:
N E w Drawn By:
EXISTING WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES EXIST'G. SECOND FLOOR 5q5 S.F. RN1M
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NEW SECOND FLOOR O S.F.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
PROPOSED "ALL TOTAL SECOND FLOOR 5q5 S.F• 6/6/2022
WALL TO BE REMOVED
TOTAL BUILDING AREA 2, 158 S.F. Drawing No.:
GARAGE AREA 45G S.F.
w Q OF 8 SHEETS
NEW ADDITION EXISTING EXISTING ROOF TO BE RE-SHINGLED
REPLACE 4 REPAIR AS REQUIRED
V.1,F.
12 B%" VERSATEX WINDOW TRIM
4�2r— PAINTED WHITE
II 12 _V_.I.F.
I I V.I.F. 12 Q
r- EMOVE METAL 12
WIMNEY # REPLACE 121=tE..�
I I / DIRECT VENT NI III
I I11 111 11 / \ O
REMOVE EXISTING ROOF I 1'-011 // \\ 6" M U
REPAIR 4 REPLACE O.H.
\ / EXISTING ROOF TO BE RE-SHINGLED W �"
\ C / REPLACE 8 REPAIR AS REQUIRED
TYPICAL ROOF CONST. I Jr
GAF TII"IBERLINE-ARCHITECTURAL �{
HDZ PEWTER GRAY HEAD FLASHING ` U
12 W
(TYP,)
ALIGN ROUGH 2ND FLR.
-----------
6 u 11
tW
O.H. Ll / ENTRIS
l
IL-- I / \ %ObEXISTgR HO EI NTO BE \ 00
RE-SI-I I NGLED hyl
TYPICAL
I I / EMAI EMAI � pa c%�
IARL ST51DING SHINGLES
CEDAR
MAIBEC STAVE LAKE O cn
PRIMED GRAY I I ROUGH IST FLR. d - ROUGH IST FLR.
I I ._
I
GRADE F I GRADE
- - -- - - --- --------- NEW STEP
I
PROPOSED NORTH ELEVATION Q
Foolooloo-1111
OW
nH
F--1
REMOVE METAL
CHIMNEY At REPLACE - O
W/ DIRECT VENT
I I EXISTING HOUSE I EXISTING HOUSE
TO SE RE-ROOFED ■ _— TO BE RE-ROOFED 1 ^ w
TYPICAL ROOF CON5T. I I 6" / \ 6" �a I
O.I--I.
GAF TIMBERLINE—ARCHITECTURAL r-ottootool
HDZ PEWTER GRAY HEAD FLASHING / E O
12 (TYP.)
REMOVE EXISTING ROOF 4�2� 1
12 REPAIR 8 REPLACE 4k BLIND METAL _
\ FLASHING (TYP.)
ALIGN ROUGH 2ND FLR.
I 1
it—O" 1'-O" 6
TYPICAL EXT. WALL CONST. ItI [ lip
/ EXIS`T'ING Q O
CEDAR SIDING SHINGLES � EX. TO E HOUSE TO BE / � '�'
MAIBEC STAVE LAKE NTRY REMAIN r,
PRIMED GRAY oR_ RE-SHINGLED /O 1 ;':'`
B
/ 77r NEW STEPS ROUGH 157 FLR.
EXISTING PATIO TO REMAIN (VERIFY)
GRADE - -- GRADE
NOTE: 4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
EXISTING HOUSE TO BE RE-ROOFED 2 2/4/23 REVISIONS
�'ROPOSED ��,ST ELEVAT i ON
AND RE-SHINGLED. REPLACE E 1 1/12/23 11 REVISIONS
PATCH AS REQUIRED. NO. Date Title
SCALE: ya"s I'-o" REVISIONS:
NOTE:
Drawn By:
EXISTING ROOF OVERHANGS TO RMM
BE EXTENDED (VERIFY IN FIELD).
Date:
6/6/2022
NOTE: Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
[� LL
5
w Q OF 8 SHEETS
EXISTING NEW ADDITION
O
3%2" VERSATEX WINDOW TRIM V.I.F.
PAINTED WHITE 12
1472
V.I.F. 12 REMOVE METAL O
12 V.IF.
CHIMNEY t REP E M U
II1. W/ DIRE VENT r
0
O.H, / ` p i REMOVE EXISTING ROOF W
EXISTING ROOF TO BE RE-SHINGLED \ / REPAIR REPLACE
REPLACE d REPAIR AS REQUIRED \\ M // / LLl U
TYPICAL ROOF CONST. ►�1 0�
VftREPLA GAF TIMBERLINE-ARCHITECTURAL F'
12 EXIST. 12 V I F HEAD FLASHING HDZ PEWTER GRAY
V.I.F. 3�
ROUGH 2ND FLR. d �TYP.)
EXISTING -----------------
HOUSE TO BE -
RE-SHINGLED - ------------------- - h-1-I V
1
h-4 N rn
1'-011 / \ -o' O.H, ,i N TYPICAL EXT. WALL CONST. ,N
O.W. ILL I I I
/ / \ / \ _ CEDAR SIDING SHINGLES
O / L PRIMED GRAY
\\ � \ / \\ MAIBEC STAVE LAKE �
DOOR TO BE ALIGNED EX. T
W/ IST FLR. REMAI
REPLACE _ _
EX I STT`.
DOOR TO BE ALIGNED W/ EXISTING BILco EXISTING
HOUSE TO BE
1ST FLR. S ROUGH 15T FLR.ROUGH I I III if
IT FLR. RE-SHING- LED
I
Jill
GRADE i GRADE
NEW STEPS �
V 1
PROPOS ED SOUTH ELEVAT 1 ON
SCALE: Y4"-I'-0" O
~�
1�
EXISTING NEW ADDITION
V
V1
u^
O
V.I.F. V.1.F.
12 12 ��� REMOVE METAL � O
12 EXISTING HOUSE 12 CHIMNEY d REPLACE
TO BE RE-ROOFED W/ DIRECT VENT 1
REPLACE REPLACE-
EXIST. EX 15T.
EXISTING HOUSE TYPICAL ROOF CONST.
TO BE RE-ROOFED 12 GAF TIMBERLINE-ARCHITECTURAL
14Y2 HDZ PEWTER GRAY
;.
q
ROUGH 2ND FLR.
HEAD FLASHING f �/
'®
(TYP.) a If
i'-0"
o.N!� I i 9 o.H. o.H. \�S' 04186� yOQ`E'
TYPICAL EXT. WALL CONST.
EXIST.
CEDAR SIDING SHINGLES
MAIBEC STAVE LAKE
- j ROUGH IST FLRIII, PRIMED GRAY
-11
NOTE=
GRADE GRADE EXISTING HOUSE TO BE RE-ROOFED 4 2/13/23 REVISIONS
AND RE-SHINGLED. REPLACE 49 3 2/7/23 REVISIONS
2
PATCH AS REQUIRED. 2/4/23 REVISIONS
1 1/12/23 REVISIONS
- - - - - - - - - - - - No. Date Title
- - - -�- - - - - - - - - NOTE:
REVISIONS:
EXISTING ROOF OVERHANGS TO Drawn B
BE EXTENDED (VERIFY IN FIELD). Y•
PROPOSED W FEST ELEVATION RMM
Date:
6/6/2o22
SCALE= Y4"-I'-O"
NOTE: Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARGI-IITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR GWANGES MADE WITHOUT NOTIFICATION,
-zk 6
w Q OF 8 SHEETS
DOOR SCHEDULE
NOTE=
MARK SIZE DOOR VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCI-4ITECT OF DISCREPANCIES.
WIDTH HEIGHT THICKNESS TYPE / LOCATION MATERIAL FINISH HANDING HARDWARE MFGR. REMARKS NOT RESPONSIBLE FOR CHANGES t"IADE WITHOUT NOTIFICATION,
O 3,-0" 6'-a" 2„ HINGED - SINGLE SOLID PAINTED LEFT TBD ANDERSEN ANDERSEN ENTRY DOOR 17G
EXTERIOR - NORTH WOOD is
O 3'-0" 6'-8" 2,� HINGED - SINGLE SOLID PAINTED LEFT TBD TBD
INTERIOR - BREEZEWAY WOOD IS
O 3'-0" 6'-8" 2„ HINGED - SINGLE SOLID PAINTED LEFT TBD ANDERSEN ANDERSEN ENTRY DOOR 17�1 0
EXTERIOR - EAST WOOD IS
,� „ „ GARAGE TBD U
O 12 -O 8 -O 2 EXTERIOR TBD PAINTED --- TBD O
m U
Ca
O 3'-0" 2,� BI-FOLD SOLID PAINTED BI-FOLD TBD TBD.
INTERIOR - GARAGE WOOD
C)
O „ B ,� SUN PORCH ENTRY DOOR SOLID SOLID
3
-O TBD 2 EXTERIOR - SOUTH WOOD PAINTED TBD WOOD ANDERSEN ANDERSEN ENTRY DOOR - 151 WUW
H
5-I
VERIFY UNIT COUNT AND SIZES WDOOR REP. PRIOR TO ORDER Aa TYPICAL ROOF CONST. Q H--1 U
W ,� „ 2"x10" R.R. EXISTING ROOF TO BE REPLACED O O
HARDARE FINIS�4 AS SELECTED BY OWNER 2 xl2 RIDGE @ 16" O.C. 30** BLDG. FELT UNDERLAYMENT 0
PROVIDE ALL NECESSARY HARDWARE, DOOR STOPS, ETC. SELF-ADHERING "MOISTURE GUARD PLUS' M
12 12 1/," AG EXT, PLYWD, SHEATHING w
AV — 14'V2 2"x10" R.R. 0 16" O.C.
S-2
FASCIA (TYP,) A6 00
d
2"x8" G.J. CD I" O.C,
WINDOW SCHEDULE T.O.P. -- - ---- N
—_ _ �, �
i
TYPICAL EXT. WALL CONST. U M
(2)-2xl2 HDR. I I (2)-2xl2 HDR. �j O
MARK SIZE TYPE QTY. ITEM# FACADE / REMARKS MFGR. LOCATION 1'-0" REI`iOVE EXSITING 1 IO„ RE-SHINGLED CEDAR SIDING
O.H, =� I �
SHINGLES 5/2„
EXPOSURE, M
WALL I I (3)-2x12 HDR. O.H. 30sx BLDG. FELT UNDERLAYMENT
5/,," EXT. PLYWD. SHEATHING
O Awnin 2 700 AAX Window-Breezeway Andersen E-Series NORTH O = tL STUDY I I �' EXIST'G 2"x6" STUDS V li6" O.G.
26 I/2 x 42 I/2 g Replace Existing 1 i
g iy I I W _ INSUL. SPECS PER HERS RATER
W I I 1 = 0� FOYER 5/15" G.w.B.
O Window-Bedrm d V i I I W
34 I/2 x 52 I/2 Casement 2 800 CAX Andersen E-Series NORTH
TJI 230 �l/2 F.J. � � SLEEPERS TO BE USED. RAISE 4 ALIGN
Replace Existing S_g co 16" O.C. i i ��' FLOOR WITH EXISTING HOUSE (VERIFY).
O Casement I q00 CAX2640-2 Window-Bedrm Andersen E-Series NORTH ROUGH-1'T A9 �/4" PLWD. SBFLR.FLR I I EXISTING PATIO TO
foO 1/2 x 45 1/2
Replace Existing REMAIN
T.O.F.
O GRADE %2"xI0" NAILER-SECURE
2"mx3"LAG SCREWS GRADE
0 1/2 x 30 1/2 Awning (o
ning 1 1300 AAX226 Garoge Under Roof Ridge 3 Panel EAST' _
New Window Andersen E-Series
ct W/
m — — ;,. CD16"o.G. EXISTING
1 COMPACTED FILL- III NEW CRAWL UNEXCAVATED O
O Window-Bathrm WATERPROOFING - NEW STEP
26 1/2 x 42 1/2 Awning 2 1000 AAX Replace Existing Andersen E-Series EAST m — �T
T.O.F.
-- - --- _ICI— t
- VERIFY ALL
O 32 1/2 X 30 1/2 Awning 2 100 AAX2&26 Window-Bedrm Andersen E-Series WEST LA" P.C. SLAS W/Gx6 CONDITIONS rTl
Replace Existing TYPICAL FDN. CONST. io w
WxV-3" P.C. FDN. WALL W/ �fo W.W.M., OVER
G O (2)-=5 RE-BARS T46 VAPOR BARRIER O 25 1/2 x 52 1/2 Awning 1 200 AAX Window-DiningRm Andersen E-Series WEST (2)-2"xG" TREATED SILL h' AS NOTED
Replace Existing SILL SEALER
TERMITE SHIELD
O 1 300 AAX New Stud /Office Andersen E-Series WEST 5/e"m x 12" ANCHOR BOLTS w/ 3"X3" STL. C��TION
60 I/2 x 52 I/2 Awning Y WASHER V 55" O.G. J Q
--- WATERPROOFING
Wxl6" P.C. FOOTING W/
O 34 1/2 x 52 1/2 Awning I 1100 AAX Window-Bedrm Replace Existing Andersen E-Series EAST (3)ax5 RE-BARS SCALE: !q"= I'-O"
'I O 44 I/2 X 72 I/2 Awning 2 AAX Sun Porch Panels Andersen E-Series WEST Replace Existing
2 SCA Sun Porch Panels Andersen - r' V 1
O 108 I/2 X 72 I/2' Picture E Se ies WEST
Replace Existing
Sun Porch Panels O
KI 102 I/2 X 72 I/2' Awning t I STACK AAX Andersen E-Series WEST
Picture Replace Existing
1- 35 1/2 O x 52 1/2 Awning I 400 AAX Window-LivingRm Andersen E-Series SOUTH Replace Existing 1 ^ w
O 60 1/2 x 45 1/2 Casement 1 600 Window-Bedrm Anderson E-Series SOUTH C)
CAX2640-2 Replace Existing O
0 60 1/2 x 20 1/2 Awning 1 1400 AAX New Study/Office Andersen E-Series SOUTH
V.I.F. V.I.F.
12 12
O Awnin 1 500 AAX Window-DiningRm Andersen E-Series SOUTH —14%2
66 I/2 x 52 I/2 g Replace Existing
TYPICAL ROOF CONST.
RE-ROOF EXISTING HOUSE
303x BLDG. FELT UNDERLAYMENT
SELF-ADHERING "MOISTURE GUARD PLUS"
5_2 5/4" AC EXT. PLYWD. SHEATHING
NOTE: PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQ'D BY CODE AB 2"xl0" R.R. c-D 16" O.C.
2'xl0 R.R. _-
VERIFY UNIT COUNT" AND SIZES W/ WINDOW REP. PRIOR TO ORDER
EXISTING ROOF TO BE RE-SHINGLED ;-;��
G�j j. D M.
CONTRACTOR MUST VERIFY ALL ROUGH OPENING SIZES FASCIA (TYP.) EXISTING REPLACE t REPAIR AS REOUIRED
BEDROOM 4
HARDWARE FINISH AS SELECTED BY OWNER
PROVIDE ALL NECESSARY HARDWARE, SCREENS, EXTENSION JAMBS, ETC. 12 �.
16
,� G. O. � 04186�
2"x8 J. C� ' G. � \ �
EXISTING(VERIFY) �TFO;` r.�F �OP� •
TYPICAL EXT. WALL CONST. -(3)-2xt2 HDR. _
T.
RE-SHINGLED CEDAR SIDING (3)-2"x8" CON HDR.,
SHINGLES 5%2" EXPOSURE,
3OU BLDG. FELT UNDERLAYMENT
EXISTING
5/e" EXT. PLYWD. SHEATHING
2"x6" STUDS P 16" O.G. _ �_ EXIST'G o = II_ DINNING EXISTING COVERED _
INSUL. SPECS PER HERS RATER `� W FOYER W ROOM LIVING ROOM PORC14 to W
5/5" G.W.B. = Iil J 1 =
GARAGE �0 Q Q > �9 W SLEEPERS TO BE USED.
SLEEPERS TO BE USED. RAISE t ALIGN Q V RAISE t ALIGN FLOOR WITH 4 2/13/23 REVISIONS
FLOOR WITH EXISTING HOUSE VERIFY VERIFY ALL EXISTING HOUSE (VERIFY),
= VERIFY ALL (VERIFY). = 3 2/7/23 REVISIONS
S_3 CONDITIONS ALIGN CONDITIONS A IGN 2 2/4/23 REVISIONS
AB NEW STEPS N 1 1/12/23 REVISIONS
EXISTING(VERIFY) 11 11 IFNo. Date Title
REVISIONS:
GRADE GRADE
—I EXISTING EXISTING Drawn By:
COMPACTED FILL UNEXCAVATED RI"1I"f
WATERPROOFING 40" P.G. SLAB W/6x6 UNEXCAVATED
,fo W.W.M., OVER
_ VAPOR BARRIER VERIFY ALL Date:
VERIFY ALL CONDITIONS
TYPICAL FDN. CON5T. CONDITIONS BASEMENT 6/6/2022
WxV-3" P.G. FDN. WALL IN/
(2)-xc5 RE-BARS T4B
Drawing No.:
(2)-2"x6" TREATED SILL P AS NOTED
SILL SEALER
TERMITE SHIELD
5/B"d> x 12" ANCHOR BOLTS W/ 3"X3" STL.
WASHER 0 35" O.G. SECTION
WATERPROOFING •••/
Wxl6" P.C. FOOTING W/
(3)=5 RE-BARS
SCALE: '/4" OF 8 SHEETS
RIDGE TENSION STRAP 16" O.C.
BY SIT"IP5ON STRONG TIE
1 I/4" X 18" 20 GAUGE WITH
(A) 8D COI"II"ION NAILS EACH SIDE
NAILING SCHEDULE
FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE H MINIMUM ROOF LIVE LOADS
p ROOF RAFTER @ I6" O.C. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH FRG
WIND AREAS (IN POUNDS— OE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
p INSTALL "SIMPSON a STRONG TIE" LSTA FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
TRIBUTARY LOADED
p TIES @ EA. END AREA IN SQUARE FEET
ppp OF HDR, JOIST DESCRIPTION NUMBER OF NAZIS NAIL SPACINGFOR ANYSTRUCTURAL
MEMBER
RAFTER FRAMING
ROOF SLOPE
O TO 201 TO OVER O L�
OF RIDGE D Rafter to Top Plate (Toe-nailed) 200 600 600 [�
HEADER AS NOTED
F
N Wall height 8 ft. 3-8d?# per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
�[ Wall height cl - 10 F:. 4-8d?# ?$ per rafter
DOOR OR WINDOW 44 Ceiling Joist to Top Plate (Toe-nailed) 20 I6 1co
- `
AS NOTED Wall height 8 Ft. 3-8d7# ?$ per joist RISE 4 INCHES PER FOOT (1,3) TO LESS V
Wall height q - 10 ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (III) I6 14 14
Ceiling Joist to Parallel Rofter (Foce-noiled) Roof Span (Ft.) RISE 12 INCHES PER FOOT (III) AND a
S RIDGE STRAP u
12 20 28 36 GREATER W 12 12 12
8 N.T.S. 3:12 Roof Slope @ IV o.c. 5-I6d 8-I6d 11-I6d 14-I6d O V"
4.12 Roof Slope @ I o.c. 4-16d 6-I6d 8-I6d II-I6d each lop IJ
5:12 Roof Slope @ IV o.c. 3-I6d 5-I6d 7-I6d q-Ibd each lap
7112 Roof Slope @ 10 o.c. 3-16d 4-16d 5-16d 6-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS U
01:12 Roof Slope @ I o.c. 3-16d 3-I6d 4-I6d 5-16d Fz) H
12:12 Roof Slope @ 16" O.L. 3-16d 3-16d 3-16d 4-I6d (IN POUNDS PER SQUARE FOOT) z
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) Roof Spon (ft.) I� U
12 20 28 36 USE LIVE LOAD Q O Q
3:12 Roof Slope @ 10 o.c. 5-I6d 8-I6d II-I6d 14-I6d � O
4112 Roof Slope @ 16" o.c. 4-I6d 6-I6d 8-I6d If-I6d each lap EXTERIOR BALCONIES GO I'TI
TYPaTAL DETAIL 0 5:12 Roof Slope @ 16" o.c. 3-I6d 5-I6d 7-16d q-I6d each lop DECKS 40 �I•� a
7,12 Roof Slope @ 16" o.c. 3-I6d 4-I6d 5-I6d 6-I6d ATTICS WITHOUT STORAGE 10
EX I_PRIOR WEADERS q:12 Roof Slope @ 10 o.c. 3-I6d 3-I6d 4-16d 5-I6d
12,12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 3-I6d 4-16d ATTICS WITH STORAGE 20 `
p N.T.S. V
TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS 40
Collor Tie to Rafter (Face-nailed) 6-8d per tie N
Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 30 oe
O oe
Rim Board to RoFter (End-noiled) 2-Ibd each end = M
i �
WALL FRAMING
Top Plate to Top Plate (Face-railed) 2-16d?l per foot M
Top Plates at Intersections (Foce-nailed) 4-I6d joints - each side
TABLE R301,2(I) w
•. Stud to Stud (Face-nailed) 2-I6d 24' o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
SIMPSON STRONG TIE I"ITS12 Header to Header (Fore-noiled) Ibd I6" o.c. along edges WIND DESIGN
o• GROUND SEISMIC SUBJECT TO DAMAGE FROM
1 1/4' X I6 GAUGE STRAP W/ 5NOW SPEED
Top or Bottom Plate to Stud (End-nailed) 2-Ibd per 2x4 stud LOAD TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
CO Sd G NAIL N NAILS GE) 8d (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
COMMON NAILS IN GARAGE) INTO _.
3-I6d per 2x6 stud
THE ROOF RAFTER 4: (4) 8d 4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-0' MODERATE SLIGHT TO
COMMON NAILS ((5) 8d COMMON
MPH TO HEAVY MODERATE
NAILS IN GARAGE) INTO THE WALL
STUD. s/,"M x 12" L. x 3'-O" O.C. ANCHOR Bottom Plate or Floor joist, Baidjoist,
BOLTS W/ 3"x3" SO. STL WASHER.
(1'-0" FROM CORNERS) Endjoist or Blocking (Foce-noiled) 2-I6d ?! ?@ per Foot
AS PER TABLE 4 FLOOR FRAMING
/� Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist
rS2 M G I 1 J 2 D J—T/` L Bridging to Joist (Toe-nailed) 2-8d each end
Blocking to Joist (Toe-noiled) 2-8d each end
8 N.T.S. INSTALL "SIMPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS O
H-2.5 CLIPS V IG" O.G. 1N/5-5d NAILS Ledger Strip to Beam (Face noiled) 3-Ibd each joist
Joist on Ledger to Beom (Toe-nailed) 3-8d per joist w
Bond Joist to Joist (End-nailed) 3-I6d per joist NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
/n Bond Joist to Sill or Top PLote (Toe-noiled) 2-Ibd?l per Foot 74." AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS
v J SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH r_\
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE W
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
Structural Panels 8d b" EDGE/ b" FIELD
° INSTALL "SIMPSON STRONG-TIE" Diagonal Board Sheathing O
I"xb" or I'x8" 2-8d each end FASTENER TYPE FASTENER SPACING
'a MSTA36 STRAPS @ 16" O.G.
SECURE WITH 26- IOd NAILS I"xl0" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
oa CEILING SHEATHING
?�" i"6 WD. SCREWS
'o Gypsum Wallboard 56 coolers 7" edge / 10' Field 16" I2" q" r
I ° WALL SHEATHING 2Yz" =15 WD. SCREWS Cul
oo �. lg,• 16,• 12n
Structural Panels see Simplified ie Wall 1J T
'° I Sheathing Pressure 4 Nailing
Fiberboard Panels Zones this page.)
7/I6' 8d 3" edge / 6' Field
25/32" Bd 3" edge / 6' FieldFASTENER
. ° N SGHEDUS AS E ABOVE NOTED
Gypsum Wallboard 5d cooler 7' edge / 10" Field
Hardboard 8d (see simplified Wall
W.
.:° rd Panels S � eurel)aflingPorticleboo Zorsthis
pa
WINDOW PLYWOOD AS NOTED
N • " Diagonal Board Sheathing GLASS 2'X4' BRACE • LARGER SPANS
F"—
Z ;' I'xb' or I"x8' 2-8d per support
I'xl0" or wider 3-8d per support O
LU FLOOR SHEATHING w IN Dow ~�o Structural Panels SILL �^
° I" or less 8d 6" edge / 12" Field
greater then I" IOd 6" edge / 6' Field
W
' S� WALL—TO—>=ND. CONNECTIONS Diagonal Board Sheathing
Q °
I"xb" or 1"x8" 2-15d per support
•o V I"x10" Or wider 3-8d per support PLYWOOD STORM PANEL
SHUTTER" DETAIL
'D ?1 Nailing regpirments are based or wall sheathing nailed 6" on-center at the panel edge. If wall sheathin ",T...
u is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regylrments for
O structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to
maintain the load path.
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be
permitted to be reduced to I-I6d nail per foot.
rS 3
I"ISTA36 DETAI L
8 N.T.S.
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN f--------
FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL I I "
EXISTING
C'
FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION,SECTION 2. I I ,�,�✓�hRDM. ,� T� ,
I� N 9j
INSTALL "SIMPSON STRONG-TIE" I-- Q ;tip
H-6 TIES 0D Ira" O.C. 1,4/8-8d NAILS
INSTALL "SIMPSON STRONG-TIE"
H6 SIMPLIFIED WALL SHEATHING
LTP4 ANCHORS OD 16" O.G. W/ PRESSURE 4 NAILING ZONES
12- 8d NAILS __- � T
0418
��F%; ;.,r-Wy0
0
EXISTING
ROOF
a 5/e"0 x 12" L. x 3'-O" O.C. ANCHOR
BOLTS W/ 2"x2" SQ. STL WASHER. EXISTING
BP (1'-0" FROM CORNERS) RooF
LTP4 AS PER TABLE 3.2A 8 5.25 ^
IIJ
LTPA %O COI"IPONENT AND CLADDING PRESSURE ZONES
I O a NUMBERS INDIATE NAILING ZONES
4 2/13/23 REVISIONS
3 2/7/23 REVISIONS
EXISTING
I 501
EXISTING
r5 RooF 2 2/4/23 REVISIONS
ROOF SHEATHING NAILING SCHEDULERooF
1 1/12/23 REVISIONS
F� a% No. Date Title
ZONE I ZONE 2 ZONE 3 ZONE 4 REVISIONS.
WALL SHEATHING NAILING SCHEDULEEFIELD Drawn By:
allO.G. 12" O.G. 3" O.G. 4" O.C.
_ R M 1"I
rS4 1=L.I;z" '-TO-- 1=ND• CONNECTIONS EDGE EXISTING
ZONE 5 ZONE 6 4" O.C. 6" O.G. 31, O.C. 3" O.C. ROOF Date:
8 N.T.S. 6/G/2022
FIELD ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED
4" O.G. 8" O.G. WITH 6d COMMON NAILS- 2Y2" x TOY„'• GA. - PATTERN AS I I ED OVE.
Drawing No.:
NDCAT AB
EDGE
3" O.C. 4" O.G.
NOTE: PROVIDE CONTINUOUS LOAD PATt-d FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
FROI"1 RIDGE TO FOUNDATION. ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL
WITH Gd COMMON NAILS- 2" x IIY2" GA. - PATTERN AS CODE OF NEW YORK STATE.
INDICATED ABOVE. A8
ROOF PLAN
w Q OF 8 SHEETS