HomeMy WebLinkAbout47057-Z Town of Southold 4/27/2023
P.O.Box 1179
N 53095 Main Rd
�9W � r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44056 Date: 4/27/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 6640 Skunk Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 104.-5-6.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/15/2021 pursuant to which Building Permit No. 47057 dated 10/29/2021
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 partially finished basement with bathroom,to existing single family dwelling as
applied for.
The certificate is issued to Arnold,Trinity&Gerard
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47057 8/8/2022
PLUMBERS CERTIFICATION DATED 11/29/2022 is Geviniki
u o z Signature
I
MZ: TOWN OF SOUTHOLD
.yySufFot/c BUILDING DEPARTMENT
10
TOWN CLERK'S OFFICE
C.
SOUTHOLD, NY
' BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47057 Date: 10/29/2021
Permission is hereby granted to:
Arnold, Trinity
40 Prospect St
Williston Park, NY 11596
To: Construct addition and alterations to existing single family dwelling as applied for.
*8/15/2022 AMEND Permit to include window & layout alterations as per plans provided.
At premises located at:
6640 Skunk Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 104.-5-6.1
Pursuant to application dated 10/15/2021 and approved by the Building Inspector.
To expire on 4/30/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,175.60
CO-ADDITION TO DWELLING $50.00
ELECTRIC $270.00
Total: $1,495.60
Building Inspector
�o�sufF i TOWN OF SOUTHOLD
o BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
y�ol �ao��,ff
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#: 47057 Date: 10/29/2021
Permission is hereby granted to:
Arnold, Trinity
40 Prospect St
Williston Park, NY 11596
To: Construct addition and alterations to existing single family dwelling as applied for.
At premises located at:
6640 Skunk Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 104.-5-6.1
Pursuant to application dated 10/15/2021 and approved by the Building Inspector.
To expire on 4/30/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,175.60
CO-ADDITION TO DWELLING $50.00
Total: $1,225.60
Building Inspector
pF SOUjyOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviinc@-town.southold.ny.us
Southold,NY 11971-0959 cDUNTV
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Trinity Arnold
Address: 6640 Skunk Ln city:Cutchogue st: NY zip: 11935-
Building
1935-Building Permit#: , 47057 Section: 104 Block: 5 Lot: 6.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Lamond Electric Corp License No: 3428ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 15 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 3
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 47 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transformer UC Lights Dryer Recpt GaS Emergency Fixtures Time Clocks
Disconnect Switches 4Q 4'LED Exit Fixtures 11 Pump
Other Equipment: Fridge, Oven, DW, Hood, W/D, 200A Panel 40 Circuit/23 Used
Notes: One Story House w/ Finished Basement
Inspector Signature: <Q�� Date: August 8, 2022
S. Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(631)765-1802
54375 Main Road V Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD-
CERTIFICATION
Date:
Building Permit No.
Owner G e f. C.r r 0 ]
(Please print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2110 of I%
lead.
(Plumbers Signature)
JA
Sworn to before me this
day of &Vembe/ , 20 as
L
APR 0 5 2023
U
S U 3 LIJ I 1�Li 1)F
'PT
Notary Public, 51( County TOWN OFSOJJ7JC)LD
JESSICA HARRIS
NOTARY PUBLIC-STATE OF NEW YORK
No. OIHA6238954
Qualified In Sultolk County
MY CafAM141kon 141we6 April 11,20Z
Vjf so
TOWN OF SOUTHOLD BUILDING DEPT.
il%
cou 765-1802
.INSPECTION
[/FOUNDATION IST ROUGH PL13G.
FOUNDATION21SID INSULATIOWCAULKING
FRAMING /STRAPPING FINAL
FIREPLACE4 CHIMNEY FIRE-SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
6& 'A
R 4A .
r\ T\
DATE INSPECTOR*mw=
i
., qf SOUIyo� �� -7 C7 s
# TOWN OF SO THOLD BUILDING DE/PVT.
��ycouxn '' 765-1802
INSPECTION
[ ] FOUNDATION-IST [ ] ROUGH PL13G.
[ ] 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
REMARKS:
DATE j b
INSPECTOR
SOF SO(¢yO!
� o
# TOWN OF SOUTHOLD BUILDING DEPT.-
765-1802
EPT.765-1802
INSPECTION
YF'OUNDATION
UNDATION 1ST [ ] ROUGH PL13G.
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
ad
REMARKS:
DATE Dl J- INSPECTOR
OF SOGTyO� 9 -705-7
# TOWN OF SOUTHOLD BUILDING DEPT.
°�ycouKnN�' 631-765-1802
INSPECTION
[ ] FOUNDATION IST [ ] 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 L INSPECTOR
U����o�aOF SOUlyolo - -- -
` # # TOWN OF SOUTHOLD BUILDING DEPT.
�ycouto N 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL
REMARKS: CA
n
��✓ V(V
DATE INSPECTOR
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355 D ECEE
Date: February 3, 2022 MAY 3 12022 ID,
BUILDING DEPT.
To: Town of Southold Building Dept. TOWN of som&b
Re: Foundation Inspection
Permit#47057
Arnold
6640 Skunk Lane
Cutchogue,NY 1193 5
To Whom It May Concern:
This letter certifies that Foundation rebar, snap tie/parge, and Damp proof inspections
were performed on the above mentioned Dwelling and all work was installed as per plan
and as Per New York State Building Code. Any questions feel free to call.
F NEIVY
I DEF��-o'Q¢ in erely,
Lai
Ja s Deerkoski P.E.
7 ,
p P�.
SFE 1
JAMES J. DEERKOSKI P.E. D . � �� E
260Deer Drive MAY 3 1 2022
Mattituck,NY 11952 -D--)
(631) 774 7355 BUILDING DEPT.
TOWN OF SOUTHOLD
Date: April 4, 2022
To: Southold Town Building Dept.
Re: Framing/Strapping/Plumbing Inspection
Permit#47057
Arnold
6640 Skunk Lane
Cutchogue,NY 11935
To Whom It May Concern:
This letter certifies that a Framing/ Strapping/Plumbing inspection was performed on the
above mentioned Addition and All Framing/ Strapping/Plumbing was installed as per
plans and meet all State and Local Build' Codes. Also all plumbing lines were
pressure tested. Any questions feel free c 11.
Si cerely,
NE44,
Cl) * J J Deerkoski P.E.
Dlv/
JAMES J. DEERKOSKI P.E.
260Deer Drive MAY 3 12022
Mattituck,NY 11952 BUILDING DEPT.
(631) 774 7355 TOWN OFSOUTHOLD
Date: May 5,2022
To: Southold Town Building Dept.
Re: Insulation Inspection
Permit#47057
Arnold
6640 Skunk Lane
Cutchogue,NY 11935
To Whom It May Concern:
This letter certifies that a Insulation inspection was performed on the above mentioned
Addition and All Insulation was installed�sj er plans and meet all State and Local
Building Codes. Any questions feel free to ca .
inc ely,
NEW r
DEEjp�rO J i J eerkoski P.E.
�A � .'
Lr
-::..
"Energy
`Fastin
" Service
Es
December 16,2022
Town of Southold
Building Department
54375 Route 2S,
P.O.Box 1179
Southold,NY-1-1971
Re: 6570 Skun rag
Cutclio e,NY 1 935
f
-As reque ed by the T n of Southold,Energy Testing Services was retained by Gerard Arnold to "
perfo Blower Doo test at the above address and found the leakage rate'to be 1,445 CFM @ 50Pa,
equal t 2.77 ACH @ OPa.This house meets compliance by leaking less than the maximum requirement
of 3 A @ SOPa.
if you av ny estions,please do not-hesitate to contact us.
Thank y ,
Michael Fauci(RTIN:8619824) 1111 , l
HERS Rater.
APR 0 5 2023
j
6L,, E:Et�zE�JLPT.
Energy Testing Services
1648 Locust Ave., Suite E,Bohemia,NY 11716
Office:(631)244-2627/Cell:(631)405-9890
Pontino, Susan
From: kristine marcello <kristymarcello@gmail.com>
Sent: Friday,June 24, 2022 10:34 AM OS�
To: Pontino, Susan
Subject: ._.6�0 Skunk Lane Cutchogue
� qo 5k,�
Here are the dry-well photos for Gerald Arnold job
Any questions please fell free to call 631-749-0482
Kristy
Marcello Masonry
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or
unexpected emails.
:_JUN 02%
BUILDING DEPT
-TOWN OF SO[ITHOLD
001,
Al
a
-.�'• ~r ���,.�' -'rte�� t
�-� JUN 4
Esuru�rlvt,�cr
TOWN OF SOf 1THOI[�
�w
y
♦A
-yam--�
�� � -moi►
Std ,,r •� \.wy� tom♦. -.�'+ y r
2
r
i�
`A,.
�+t�t, cif• 'y ,
t _ ro►„
JIli! 7 ?09;
BUILDING DEPT
TOWN OF SOUTHOLD
3
r
s
At
w
ToVIV Irv,-
urytiCU i'--�
Aw
:�•
s JO
�.' _` _�rte. 7Srr ',:a ,r i!1� t �•,'
5
y DA
.. •�•.� << �*, TOWN F
r
Y i o .rJ
��
.��,' -1 t '�+ �• • Jamy'y,
Kristy Marcello
6
01963 , 1898, 2002
� ERTI-SAS
PREM !
RAE
100% dge Grain
Tape . awax Red Cedar
_y- CEDAR SNAKE
SHINGLE BI
THE RECO AUTHORITY SINCE 19
SUMAS, W TON . 820-7II
I ' I ,
do
.
t
t
.. •. 260 .
SI
IOU
41
r
1
•�� �.....r.��.��+.yam.+�•.. ..�.,*,'
s j �•�
1.051,
Y.�� r
f.
4.
.,�>+'
1
� Tl
.�4
!,
'�f� r .
..„
�� I �, f x
;��.
f, i
.- _ �r \
{'
V �`k, � shy � Dei 1�� , �^ _
•'�'
r� ��.
FIELD.INSPECTION REPORT DAT COMMENTS •
24 Z
FOUNDATION(1ST) ►-
J y
-----------------------------------
FOUNDATION(2ND)
z
0
O
ROUGH FRAMING.& l=1
_ PLUMBING y v 1
. r
INSULATION.PER N.Y. ` �y
STATE ENERGY CODE
It AIX f
\Vlwk bw,r I-eAltitol V1
cxvr,�
FINAL
ADDITIONAL C ,MMENTS
GO
22 AAX70.00 oO"' + No
1
tog" R"l. ` m
.. b
Nz
x
b
H.
�o uFFoj rQ9 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y�o Gyz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
101 ao�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldto3 nm. og_v
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D
�a_
PERMIT NO. Building Inspector:
OCT 15 2021
...... -_.. ., BUILDING DEPT.
!;Applications and:forms must 66 filled out'hi their entirety.Incomplete TOWN OF SOuniol D
appl'ications'will nof.be accepted. Where the Applicant isnot the owner;an
O,wner's'Authoriietion,form(Page 2)shall be completed.
Date:October 15, 2021
OWNERS)OF PROPERTY: :
Name: y
......-_ ..._. rGerodr_and_Trinit --Arnold .... ...._.._ -_. .S-CTM#1000-
_.._....,._.._.._.._._....._ .-,__�,p��_�-..._�_.._. ._._._.u...._............._�..__._.-__
Project_Address:6570 tch
C
Skunk Lane, uo ue
_ _ - ----___..9
Phone#:516-242-6073, 516-2242-6073 Email:jedtrinarnold@aol.com
Mailing Address:
CONTACT PERSON:.
Name:Michael Hand
Mailing Address:PO 1256, Mattituck, NY 11952
Phone#:632-965-1947 Email:michael9mchdesignseryices.c rn
DESIGN PROFESSIONAL INFORMATION:
Name:James Deerkoski
Mailing Address:260 Deer Drive, Mattituck, NY 11952
Phone#:631-774-7355 Email:jamesdeerkoskiOva hoo„com
CONTRACTOR INFO. ON:. _
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION-OF PROPOSED CONSTRUCTION
BNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $25.000
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? I@Yes El No
1
PROPERTY-INFORMATION.
Existing use of property:Sln le Famil_ DwellingIntended use of property:Sin le_Famil- Dwellingg__._ _�_ y. _. 9- y9
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 9 No IF YES, PROVIDE A COPY.
;Check,-Box After.Reading:,The owner/contractor/design professional is resporisibie,for all drainage.and stormwater issues,as provided by
,thapte[236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building.Permit pursuant to the guilding.Zone
Ordinance of the Town of Southold,-Suffolk,County,New York and other applicable Laws,Ordinances orRegulations,-for_the construction of buildirigs,'
_,additions,.alte'rations or.for removal or,demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances;building code;;
Fiousing,code and regulations and to admit authorized inspectors,on premises and irubuilding(s)for necessary inspections.,False statements made he are'.,:`
punishabId as;a Class A misdemeanor'p ursuant 4o Section 210.45 of the New York State Penal Law: "
Application Submitted By(print name):Annette Schumacher BAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF sv)EEO/K
lqn ��[4 ing duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
15 day of O�.,M6Ef , 202- (
Notary Public
CAROLINE M MACARTHUR
PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW YORK
(Where the applicant is not the owner) No,01 MA6384635
Qualified in Suffolk County
My Commission Expires 12-17-2022
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, ! residing at
(Print propelty owner's name) (Mailing Address)
do hereby authorize
(Agent -A6 C' jij ��ll.U►l
to apply on my behalf to the
Southold Building Department.
lold
( er's Sig a re) (Date
Y .
(Priri Owner's Name)
E C F 1 V I(L, tl
DING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
APR 14 2%wn Annex - 54375 Main Road - PO Box 1179
oBUILDING utPl- Southold, New York 11971-0959
TowN of so"Hiephone (631) 765-1802 - FAX (631) 765-9502
rogerr(aD-southoldtownny.gov - sea nda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 4/11/22
Company Name: Lamond Electric Corp
Electrician's Name: George Lamond
License No.: 3428-ME Elec. email:admin@lamondelectric.com
Elec. Phone No: 631-926-3986 ❑1 request an email copy of Certificate of Compliance
Elec. Address.: 4940 Merrick Rd, Suite 150, Massapequa Park, NY 11762
JOB SITE INFORMATION (All Information Required)
Name: Gerard Arnold
Address: 6640 Skunk Lane
Cross Street: Haywaters Drive
Phone No.: 516-242-6073
Bldg.Permit#: 47057 email:
Tax Map District: 1000 Section: 0 Block: Lot: �.
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Furnish and install power and lighting in 2000sq ft home including wiring for HVAC and a new 200amp underground service
Square Footage: 12000
Circle All That Apply:
Is job ready for inspection?: YES R✓ NO -]Rough In Final
Do you need a Temp Certificate?: ❑� YES ❑ NO Issued On
Temp Information: (All information required)
Service SizeFv-11 Ph F—]3 Ph Size: 220 A # Meters 1 Old Meter# 80583788
❑✓ New Service[]Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑✓ Underground❑Overhead
# Underground Laterals ✓ 1 R2 H Frame Pole Work done on Service? ✓ Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
CAOJ 5 �
Z, \Cb 0-
r I DING,DEPARTMENT-.Ele'drica'lInspector
rTOWN OF SOUTHOLD ;
4 P i wntNI1 Ann'e-X 54375 Main'Road -. PO Bo_x..,1179
� BUILDING utP f: Southold,-New York'11971-0959
SOUTH D -
41j® ��� TOWN OF lephone (631) 765-1802 - FAX (631) 765-9502
1
d ° 10'1 rogerrasoutholdtownny.gov -- seand(a_�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION'(All"Information Required), Date: 4/11/22
Company Name: Lamond Electric Corp
Electrician's Name: George'Lamond
License No.: 3428-ME Elec. email:admin@lamondelectric.com
Elec. Phone No: 631-926-3986 El request an email copy of Certificate of Compliance
Elec. Address.: 4940 Merrick Rd, Suite 150, Massapequa Park, NY 11762
JOB SITE INFORMATION (All Information Required)
Name: Gerard Arnold
Address: 6640 Skunk Lane
Cross Street: Haywaters Drive
Phone No.: 516-242-6073
Bldg.Permit#: 47057 email:
Tax Map District: 1000 Section: 10 Block: Lot: �o
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Furnish and install power and lighting in 2000sq ft home including wiring for HVAC and a new 200amp underground service'
Square Footage: 2000
Circle All That Apply:
Is job ready,for inspection?: ❑ YES F&/] NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: YES ❑ NO issued On
Temp Information: (All information required)
Service SizeFv_11 PhF—]3 Ph Size: 220 A # Meters 1 Old Meter# 80583788
❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Servide Reconnect❑✓ Underground❑Overhead
# Underground Laterals FVJ 1 2 H Frame El Pole Work done on Service? ✓ Y N
Additional Information:
PAYMENT DUE WITH APPLICATION /
t J�CI� -V q5
ill. jila- Nu
ikirlu�-Cul'Ju�+y1+ llu�J� ItH11 y,
sr�av�e 111 . � y� 23
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 cri
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OP UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: Lo/'/-
Owner. (;Qso� 2 A
f
Location of Property: 1cv etc \c�� C.2 ) .o4.Qq
Please take notice that the (check applicable line):
X New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:A
Name (person submitting this form): k!L\, dam '
Capacity(check applicable line):
Owner
?C Owner representative
TrussRegl5.docx Effective 1/1/2015
I
A - � •:
APPROVED AS NOTED M C H
DATE: a-' 5-t2A.R# 971'52
Design Services
49'-1" 5'-8" FEE �— BY:
NOTIFY BUILDING DEPARTMENTAT
ol 15'-0" 7'-0" 13'-4" V 5'-011 8'-9'I 631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: www.mchdesignservices.com
12" 1. FOUNDATION-TWO REQUIRED phone:
ON N ISTUR PIER FOR POURED CONCRETE (631)298-2250
12"dia.CONC.PIER r — — — — _ _ r Q
— — `` ,
ON UNDISTURBED(TYP)
TM;TUBBED 2. ROUGH-FRAMING&PLUMBING
ON UNDISTURBED ------ - 3 4-=j
SOIL(TYP) 1O (2)2X8 ACQ GIRDER O 2X8 ACQ GIRD ` I 3. INSULATION email:
- michael mchdesi nservices.com
4. FINAL-CONSTRUCTION MUST °� 9
8-6 I 19'-5" u I o o I u 21'-2"
BE COMPLETE FOR C.O.
" 2X8 ACQ LEDGER I Q o in I 12X8 ACQ LEDGER ALL CONSTRUCTION SHALL MEET THE
VYCOR SELF-ADHESIVE N�(a N VYCORSELT-ADHESIVE o -- REQUIREMENTS OF THE CODES OF NEW
FLASHING,LEDGER-LOK I I YORK STATE. NOT RESPONSIBLE FOR
'- ----------------------- A31 -- FASTNER5,2@16''OC --------------- --------- ------- ---Am--- FLASHING,
I I ------------ ----� - ------------)FASTNERS,2@16"OC
DESIGN OR CONSTRUCTION ERRORS
o" d oU 4- o D'
a °pa a n � °p� a o o a °pa a o a •pA a o a o - a °pa a
--------------------------------------, ------------------------- ----, -----------------------------------------
o INSTALL FLUSH HEADER «. h
• ; 24"w PILASTER (3)1-3/4X7 /4 ML 24"w PILASTER •Q `t �,I' jI �'
(TYPICAL) (TYPICAL)
- � � I I 4 '�• i 4 Nu�
I I I 1 1 ]
LD I o I I 7 I j-�:
O ' •' • '
F
BASEMENT ADDITION m a
MEDIA/ENTERTAINMENT AREA rn
9'-0"CONCRETE FOUNDATIONTD
A — z — — — x ° a
I r �m - - I ti 4 °• V
o I I X I w 1 I m
I I ' z
A Z
r—, OC?
b t
EXISTING BIICO FOUNDATION
TO BE REMOVED.EXISTING
1�
OPENING TOACCESS ADDITION � ° 1 � rT,
zUNDERPIN EXISTING WALL - — UNDERPIN EXISTING WALL o - c A •, ` . op• rT, ~J
INSTALL FLOOR DRAIN TALL HEADER(MAX 6'SPAN) #4 REBAR w
- --------- ---- -• INSTALL FLOOR DRAINAT LANDING.
(2)7-1/4 ML w/3/4"STEEL FLUSH @12"OC
AT LANDING.CONNECT
CONNECTFr�'il
TO DRYWELL(TYP.) o INSTALL ACCESS DOOR (TYP) 4'-10" TO DRYWELL(TYR) ^ O
^' AT CRAWLSPACE OPNG.
I
1.30"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0",
EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER NYS. _J
RESIDENTIAL CODE WITH A BITUMINOUS COATING. Z
2,UNDERPIN WALL AT EXISTING EAST SIDE OF HOUSE,BETWEEN NEW
' " ADDITION AND STAIRWELL WITH EXISTING BASEMENT AND
! 6-5
__________
CRAWL SPACE. `■/
I I
5'-7" _____ !_ _ I__ __________ 3.FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING.
FOOTINGS TO HAVE 3-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST
ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ^�
I 1
• , 4.BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. L _
SEPTIC - INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING
---- ------' EXISTING CRAWLSPACE WALLS.
I I I 1 (YT
' ' __ 5.PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE
_ __ _ __ _ __________
________ FIREPLACE ---- ----------
---- ---------- INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL.
____ __
FOUNDATION ,
(2)2X$ 6.PROVIDE S/8"DIA.ANCHOR BOLTS ATG-0"O.C.AND W/I V-0"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
MINIMUM 7`IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
1 I I ILL 7.DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING
EXISTING UNFINISHED BASEMENT P1 X ATB'-0"D.C.(MAX.)AND MIDSPAN
1
7'-0"CONCRETE BLOCK FOUNDATION F 8 PER R302.13 CODE,1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF
MICROLAM JOISTS
2'-4" 9.FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS.
b -
-ZD3'-5�" 10.1 ULATE NEW WALLS WITH R20 INSULATION M
N — ' 11.�NSTAL MOKE AND CO DETECTORS PER CODE. DRAWN BY: 1"1 N
F -cxo — -1 BATH I ` F OF NEty
0
N - 1 ��P� �. DE fR�o,per 8/5/2022
EXISTING STAIR TO BE — I
REMOVED.CLOSE OFF — — ' 2'6"
OPENING L — — J
o O fi SCALE: SEE PLAN
SS NPS SHEET N O:
4
PROPOSED BATH
PROPOSED FOUNDATION PLAN RELOCATED
SCALE: 1/4" = 1'-0"
14,
M C H
Design Services
www.mchdesignservices.com
phone:
------------------ - -A --- ------- (631)298-2250
------------------- - ---- -----------
------------------- ---- --------------
email:
michael@mchdesignservices.com
49'-11"
10'-0" G-10" S'-2" 14'-S'/." 4'41'/,
NEW OUTSIDE
STAIR t
WDH2 2- WD112042 WDH2636 v '
6-0
P-� (3)2X8 D 2 HDR 3 2X8 DF#2 HDR ; (3) X8 DF#2 DR ° (3)2X8 F#2 HDR
R
O HALF
BATH a 7 o
KITCHEN
DESIGN TBD —�
u
= o
q DINING r t; HOME OFFICE
CAT DRALCEILING ; n
A
® o =
Zi
LAUNDRY " x
N o
a ROOM - A � W
N I HALL
&_ U
11-7/8 ML UPSET
— — — — — — — — — — — — — — — — — ' ' ' WALL 70 ROOF ABOVE —' IWgLLIUROOTAbuVEI• ' _ W Z �„�
INSTALL HOLD D WN I L ' (3)1-3/4X11-1/4 ML
ANCHORS AT OTH
S.
' REPLACE EXI TING I INSTALL HOLD DOWN
SIDES OS EXISTI G AND O I M ' WALL w/2X6(TVP) I y I 3 ANCHORS AT BOTH Q
NEW WALL(1 EA IDE) I ' I o _ SIDES OS EXISTING AND
^� = I r t� NEW WALL(1 EA SIDE) �l
LL 11 I x a m v JFZI
0 00 14'-4'/z" 18'-10'/:" 3'_4° 2'�" 9_0„
LD
BATH No.1 I I I b
Q
I r BATH 2- - LC- W
�� LIVING ROOM T ( I I I Z
^
( >! ) ( t ) N ti I N I R'_g' 1.USE 3/4"T&G R SCBE SH ENGINEERED D SUBF ORING,INSTALLED WITHcn
\� �}/ I I x I I I I I RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER
/�7777777 I
MANUFACTURE'S INSTRUCTIONS. O v
I I I - NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16 O C
-« II II
---------------7-1- I __
Z I
- i� f, . <
PATCH/FILL EXISTING 2X4 WALLS AS REQUIRED.
.i.�EA fes_. — —
Ln
_ — _ — — — I I I — — — — —— — (�13/4X11=7/8-MLUPSETBEAM_ _ — — — r O
r 4'-0" I I = 0 3.EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
N
EXISTING FIREPLACE I .v "' 4.EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED
I I I I I TO REMAIN I " w o WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY;2"min.
L — - - — — — J=_ _ _ _ - �_ _ _ _ \ — — — — — — — — — a HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER H
�— INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.hen tom
-- - r3)T-3j4X9=1/£ML�LUSHBEAM— —� (3191/3 ML-FLUSH BEAtv1 \\\\\\\ '' -j2)�-jA Mt FLQ1bH EAM-
o I I I � BEDROOM No.2 _ ry
S.PROVIDE 3-2X8 DF#2 HEADERS OVERALL BEARING WALL OPENINGS
4'-0" 10'414"' 5'-9" I I I I UNLESS OTHERWISE NOTED ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK
I („ STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH
I - - - r — I D \ I I x SIDE FOR MICROLAM HEADERS. O
r — — r — — — —
0
zo
6.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
Ol OPEN RAILING 4'6" 15'-3'
i o I I I I I ENTRY N9W 3'-6'STAIR PER CODE.
o x BEDROOM No.1 I I I 12rbtq@7-1/2"RISE
3
I I I I I I I I (2)2X8 DF#2 HDR 7.ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
IF I — — J N - APPLICABLE.PROVIDE DEBREPROTECTION PANELS WITH FASTENING
1 1 I I r " EGRESS HARDWARE UNLESS OPENINGS HAVE IMPACTGLAZING
I I 14'-4%z° I �4°- w ---�L�' WDH30410-2 1 8.INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT.
I I I I "L.
WALLS:R20,FLOOR:R21.EXTERIOR OPENINGS MAX.U 0.30
1 I I (f)_X8 DF#2 HDR 11 T-7'/z" 7'-7%z'
L _ _ 3'-0" -- 9.ALL WALLS AND CEILINGS TO BE PROVIDED WITH S/8'SHEETROCK.
L BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
EETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE
AR
I I . AREAS.
I I BENCH
(2)2X8 DF#2 HDR 10.ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS.
EGRESS REPLACE EXIST. A 11.INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS
WDH30410-2 WDH30410-2 OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc.
7-2" 7-2" INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS PER OWNER.
12.INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.
` DRAWN BY: MH
F pF NFW
PROPOSED FLOOR PLAN CO • DEfR y�� 8/5/2022
SCALE: 3/16" = 1'-011 `�r ��
4 W SCALE: SEE PLAN
2(PF ..... . �?
EXTERIOR OPENINGS Qa 0'
CHANGED SS NPS SHEET N O.
1
Ifl9z'k lflD�
SCTM # 1000-104-05-6.1
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
APPROVED AS NOT DC PROPERTY: 21,099 SF 0.48 ac •
DATE: B.P.# ESTIMATED AREA OF 13,000 SF - _ I
GROUND DISTURBANCE: M
=E BY:
H_
CITIFY BUILDING DEPARTMENT AT Design Services
35-1802 8 AM TO 4 PM FOR THE
)LLOWING INSPECTIONS: EXISTING HOUSE: 1279.0 SF 6.1 % _
FOUNDATION - TWO REQUIRED
AOR POURED CONCRETE www.mchdesignservices.com
-IOUGH - FRAMING & PLUMBING PROPOSED ADDITION: 730.0 SF 3.5% 300 CY 50 CY phone:
INSULATION (631)298-2250
`INAL - CONSTRUCTION MUST PROPOSED STOOPS: 60.0 SF 0.3% 3 CY 1 CY
3E COMPLETE FOR C.O. email:
ALL CONSTRUCTION SHALL MEET THE michael@mchdesignservices.com
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR PROPOSED GARAGE: 504.0 SF 2.4% 50 CY 20 CY
DESIGN OR CONSTRUCTION ERRORS.
FL.
1
13.3' O U( 1 O�� PROPOSED POOL: 600 SF 2.8% 175 CY 50 CY
- SILT FENCE 1
(LIMITS OF
_ -- - CARING)
OUTDOOR SHOWER: 32 SF 0.2% 2 CY 1 CY
EN �(L1516 I� -� .
-SL F COF - 1 �CLEA
- - _ �r RING) o EL �� ��
8'X4'UW w/\ `- - _ _ _ - " �o - 3.2' "� "i- "^ PROPOSED DRYWELLS 4-8'X 4' 40 CYC 10 CY
_ CATCH BASIN \ - - - - _ I - a t . a ` 2 8'X 5'
\ - \ POOL EQUIPMENT
cry -
I 29.0 PROPOSED TSD 5cy
00 1 ASPHALT\RREPLACE I,VEWAY 1 STY GARAGE �
® TING
y
y
z _ SLAG EL.13.6' ! `I I - r TOTAL: 3205.0 SF 15.3% 570 CY 132 CY
w \ I % PROPOSED 20'X30'
z 43.8' 1 zl.o' I \ 20.0' I INGROUND POOL RtE�T�',I STGPiM VJ17- 1 a i, [�t�:"
1 , PURSIJP-,[J 10 CH!AIPiER LW
Ol METES&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JANUARY 25,2021
PROPQSED 8'X4' 1 y 1 32.8' 1. (V OF T(IE TOMGODS {{L���,�
LU z \ I -I OUTDOQRSHOWER/ 1
U
w V
7 /8,X4,\ /8'X4
W DW DW W
�� ♦ - / ♦ - / /. \ Ia � , to H .'^.�LCO >2ZS0= W Z 0
CONCRETE U
I WASHOUT ) j �� S- . ,TL: & TOWN CODES ,.�,J
TOPO SOIL I� j-,5 hLuUIRED AND CONDITIONS OF A
w
I LOCATION 1.4
I
8'X4'D __1 8'Xs' F-__ J _ SOUTHOLD TOWN ZBA ~ W
m ,I
z BASIN .' ♦ DW/ ��. Iz
/
v \ 5.0' LL 'OUTHOLD TOWN PLANNING BOARD ;�
I ® 1 .' OGEE GUTTER-STANDARD 5"
W - " o ___- ( _ �'!T�'nLD TOWN TRUSTEES NOTES' W
U \ / HOLE i o rxoroseo MR=� '_I,I�,�E L 13 2' \
Zm
a - 50-0' .EXECUTION
DEC 1) ADO NNOT-BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
J _SILT EEMCE4LlM1T5OECLEA$ING) a PROPOSED i STY.ADDITION - I 2).PREPARATION: A v
FF EL.14.8' I
) THOROUGHLYRECOMMENDED a OB)• PREPARE SU FCES USSINGMETHODS BY THE MANUFACTURE FORPROVIDE OPTION FOR
r •, � ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. �
BURIED LP TANK CARDING REQUIRED Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
Q.' LOCATION TBD TRUSS PLO
W
_ L___ �•FLOWELL TANK � METALS WITH PROTECTIVE BACKING PAINT.
(TYPICAL) O '
^ _ - 1 ^ 3.INSTALLATION: . w Z
O EXISTING SEPTIC S -J � *p 1 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. V `!
SILT FENCE LIMITS OF CLEARING CL•EL'RL AL>t",.,
(/) SYSTEM \ EXISTING 1 STY. ( ) O * IN D IEEQUIP�E� 1).GUTTER ET L PITCHED TOWARDS LEADER 1°HT O FOR EVERY 40'OF RUN.
® 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. w J
o FRAMED HOUSE " ""'�`-�-^--- --•-_._-. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Z
l000�,I-ST ' -
(2)fi'dia,6'deep LP FF EL.14.8' ••
ACCESSORIES.
, � B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT
m m PLUMBER CERTIFICATION CONNECTORS.
16.0' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
N �, s.a' EXISTING WELL N
C) ISO, Po 14.0' - _ I� !(ABANDONED} C) RTIF�CAT�OFOCCUPANCY 4).PROTECTION:
( ) 43.8' z ! 1 ' L7 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ^_
! Z SOLDER USED IN WATER B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
w Q i \ ' !w Q 5. ^' COMPLETION.
Z - 'w 5UPPLYSYSTFA4 CANNOT
U J I ` U W
z o I$'XT f N o E>; EED 21.10 ' {, LEAD. WATER MANAGEMENT SCHEDULE ^�
♦DW/ 1�
L VOLUME AT DRYWELL(S) TOTAL DRYWELL Q
EL. ._._._._._._._._._._._.- .._._._ _. L.
98 N 200 36' 10" W 103 . DI(A er door LOCATION: AREA: 2" RAIN PER HOUR REQUIRED CAPACITY
150.0' Q
gnd ductwork HOUSE ROOF: 2225 SF 372 CY 2-8'dia,5'deep 422 CY
testing required. GARAGE ROOF: 598 SF 100 CY 1-8'dia,4'deep 169 CY
POOL: 600 SF - 1-8'dia,4'deep 169 CY
HAYVUATERS DRIVE
Must provide Manuals DRIVEWAY: 1720 SF 287 CY 2-8'dia,4'deep 338 CY
-z �
(PUBLIC WATER IN STREET) D J and S as per
NYS Energy Code DRAWN BY: MH
j�
10/14/2021
PROPOSED SITE PLAN / SCALE: SEE PLAN
SCALE: 1" = 20'-0"
�OF W
DEER 0 SHEET NO:
L" 0
L N *
DRY WELLS TO BE 10' MIN. fi
AWAY FROM HOUSE
072 B•L ��
�Oc 0 0 ARCFE�SIONP\. S A�
M C H
Design Services
- - www.mchdesignservices.com
— — — — — phone:
- - — - - - - - - — - - — - - - - - - - - - - - - - -—- - (631)298-2250
email:
michael@mchdesignservices.com
Z
LI
El
-LiTFF [ME
� w
z �
w O
PROPOSED WEST ELEVATION ._..1
w z �
SCALE: 1/4 = 1-0
W
Wzz
� �
� w
z Ao� 0
,.4 t--,. O
O
c� Z H
LJ
0
o
DRAWN BY: MH
10/14/2021
WMA SCALE: SEE PLAN
PROPOSED SOUTH ELEVATION 0 1
SCALE: 1/4" = 1'-0"
f,P �E�_ `�,� SHEET NO:
CIL
01250')- <✓7 ;
ROFESSO,
i
Design Services
www.mchdesignservices.com
phone:
_ a (631)298-2250
email:
michael@mchdesignservices.com
i
L=j L-11L=j z
O
i Lam_
CV P4
W U �4
PROPOSED EAST ELEVATION Z wO
SCALE. 1/4 V-0"
..� Wz �
Qat
x w
W z z
n 0 QC� o
W t'%% O
O
O
DRAWN BY: MH
10/14/2021
SCALE: SEE PLAN
PROPOSED NORTH ELEVATION COP�� ' 3 : �F �� `* � SHEET NO:
SCALE: 1/4" = 1'-0"
ZN `� .es�•pa's .J
�Q 07 50 L �r-
ARoF ss\cNP�',
REMOVE
RELOCATE t
\ u
u
M C H
ELECr.PANEL UNDERPIN UNDERPIN
Design Services
0
www.mchdesi_qnservices.com
ry
phone:
x (631)298-2250
EXISTING BASEMENT
7'-0"CONCRETE BLOCK FOUNDATION w email:
michael@mchdesignservices.com
REMOV - EX.(3)2X10 GIRDER -1 ' EX(3)2X10 GIRDER
i
SEPTIC O
EX.(3)2X8 GIRDER ���-N EX(3)2X8 GIRDER ._�- -(3)2X8 GIRDER - EX.(3)2X8 GIRDER -
. �i . - FIREPLACE �. .
FOUNDATION
■ ;-o-1 EX.CRAWL SPACE
• REMOVE;
0
- .--X�SGIR� .T
REMOVE
wl Iw
X
REMOVE ------ <
EX.(3)�XS GIRDER
L U
�-" z P4
w o
EXISTING FOUNDATION PLAN ,_-J W z
SCALE: 3/16" = 1'-0" A �
Wzz
EXISTING PATIO ON GRADE .� :Z) ^
W
Z 0
10 < �.4 f--- O
Ln
EXISTING 1.-0
STOOP O U
z
0 Z p4 U
EXISTING BATH O
EXISTING DEN °
EXISTING BEDROOM EXISTING LIVING ROOM ^�
EXISTING
STOOP �..�.�
- - — —
O -------------
EXISTING BATH
0 Q ® EXISTING SITTING ROOM
Z
i=L
DRAWN BY: MH
. I
. I
II
I I
EXISTING KITCHEN 10/14/2021
EXISTING BEDROOM OO
00 SCALE: SEE PLAN
1 EMOUSH INTERIOR WALLS THROUGHOUT
2.REMOVE STOOPS C)` I\ -(^ I_
• EXISTING [ILI 3.REMOVE BILCO "V rO
PORCH ----- 4.REMOVE PATIO �P�) ° 0 SHEET NO:
5.REVIEW LP TANK WITH OWNER;OPTION Q
BURT ED TANK r - W
6.REMOVE OUTDOOR SHOWER 2
7.SIDING AND ROOFING TBD TO REPLACE
(VERIFY WITH OWNER) N�O 50
EXISTING FLOOR PLAN SM
SCALE: 3/16" = 1'-0"
A
M C H
Design Services
49'-1" 51_811
15'-0" 7'-0" 13'-4" 5'-0" 8'-9" www.mchdesignservices.com
1314" phone:
a 12"dia.CONC.PIER
631 298-2250
12"dia.CONC.PIER r — — — — _ _ — ON UNDISTURBED
r •__ _ _ , 50"(TYP)
ON UNDISTURBED E -------- - J d � email:
SOIL(TYP) 10 (2)2X8 ACQ GIRDER O • 2X8 ACQ GIRD michael@mchdesignservices.com
-_____ =0
I
8'-6" 19'-5" u o o u 21'-2"
2X8 ACQ LEDGER Qo 'n ¢ 2X8 ACQ LEDGER
VYCOR SELF-ADHESIVE x `� +I
nl Ua ry(dj VYCORSELT-ADHESIVE o
FLASHING,LEDGER-LOK I I FLASHING,LEDGER-LOK r 1
-- ------------------------A31--- FASTNERS,2@16"��--I
------------ --------- ------- --- 31--- - ---------- ----- --------------------------------- °
I )FASTNERS,2@16"OC
1 ? • °�
:7 c° .V V �` .:" °^ P o �' v V v V' V' d .:" ° v o' U o d^ �
°Da a o d °De G o a °Da a o a o e a pa a o d ° °
o� Is--------------------------------------`e-----e--, -------------------------INST LFLUSHHEADER ---, -----------------------------------------°
I ' I
24"w PILASTER (3) -3/4X7 /4 ML 24"w PILASTER' ° �Q
° (TYPICAL) (TYPICAL) ° o
LD 0 I
l° 1 U
P W ' U
W W P
BASEMENT ADDITION = m ° D
MEDIA/ENTERTAINMENT AREA M ib ,Q
IM 'T
9'-0"CONCRETE FOUNDATION I
I I � j ( ^ i vt I
io
A ' ' x z — — °Q
I I m r — ��a— — � � 1
o I I X W I I mno A
a
m' I I •� O
° Q
C?
I I I I q r
o I EFOUNDATION
70 BE R I
TO BE REMOVED.
ED.EXISTING I H 1wl
1 i° i >I I NiOPENING TO ACCESS ADDITION
1 W
° 4
' UNDERPIN EXISTING WALL - UNDERPIN EXISTING WALL ' o"
-- �{
INSTALL FLOOR DRAIN IN TALL HEADER(MAX 6'SP N
9'-7" 21'-6%" as REBAR
- --------- --- -' INSTALL FLOOR DRAIN
(2)7- L w/3/4"STEEL F SH @12"OC !+1
AT LANDING.CONNECT ' �� AT LANDING.CONNECT
TO DRYWELL(TYP.) n INSTALL ACCESS DOOR (nP) 4-10 TO DRYWELL(TYR)
C? BATH N m AT CRAWLSPACE OPNG. ZC:)^ v`
Ll r 1.
O _ Lr) O
7_4 Z
O
1.10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0".
EJECTOR 10'-2" 15'-411 5'-11" EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. V
RESIDENTIAL CODE WITH A BITUMINOUS COATING.
811+ `PUMPZ P4
DEMOLISH CONCRETE SLAB 2.UNDERPIN WALL AT EXISTING EAST SIDE OF HOUSE,BETWEEN NEW
AS REQUIRED TO INSTALL ADDITION AND STAIRWELL WITH EXISTING BASEMENT AND
NECESSARY DRAINAGE TO _______ CRAWL SPACE.
EJECTOR PUMP.CONNECT i
TO SEPTIC PIPE(TYPICAL) ________ _ 3.FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. V
__________________ _ __ __________________ FOOTINGS TO HAVE 3-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST
ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY. ^�
4 BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL 1- _
SEPTIC INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING
-----' '-----' EXISTING CRAWLSPACE WALLS.
1 1 1 I
' ' _____ 5.PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE
_ _
______ ____
___________ = =1=====_______-__= FIREPLACE __ _________- INSTALLED OVER COP-R TEX TERMITE SHIELD AND SILL SEAL
---- - �—
� � FOUNDATION ,
-----' •-----' (2)2X8 6 PROVIDE 5/8"DIA.ANCHOR BOLTS AT V-0"O.C.AND W/I V-0"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
1 I 1 1 1 1 I I I I 1 MINIMUM 7'IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
1 1 1 1 1 1 I 1 I 1 1
7.DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING
EXISTING UNFINISHED BASEMENTr -7 ' v
'1IPI' ATS'-0"D.C.(MAX.)AND MIDSPAN
— — 1 1 1 1 1 1 1 1 1 Il
'
7'-0"CONCRETE BLOCK FOUNDATION ' ' ' ' ' ' ' ' 'i
' 8.PER R302.13 CODE,1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF
F - - -I 1 I 1 I 1 1 1 I
MICROLAM JOISTS
11-7
.� 3'-0" 9.FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS.
LD
EXISTING LALLY COLUMN 10.INSULATE NEW WALLS WITH R20INSULATIONDR/1WN BY. I'IH
TO BE REMOVED 11.INSTALL SMOKE AND CO DETECTORS PER CODE.
-xx — EXISTING FUEL TANK AND FURNACE TO BE
N — REMOVED.REPLACE WITH NEW DIRECT-VENT 'N 10/14/2021
_ LP GAS FURNACE(LOCATION TBD).CONNECT I M
EXISTING STAIR TO BE — -----, TO NEW BURRIED PROPANE(SEE SITE PLAN)
REMOVED.CLOSE OFF
OPENING - - L - -;- -e- -;- - - I SCALE: SEE PLAN
1 I
A
I
SHEET NO:
� o
L U
' T 1
PROPOSED FOUNDATION PLAN r `m` ` `L
m
SCALE: 1/4" = 1'-0" 2�F 4 � 0/
07
a
Q 725
v
AROFE ,ONP
I ( w
M C H -
Design Services
Swww.mchdesignservices.com
phone:
------------------ ------------ A (631)298-2250
------------------- -------------
------------------- ------------- email:
michael@mchdesignservices.com
49'-11"
NEW OUTSIDE
STAIR •
TW2832-3 Lt FWG60611R TW2832 TW2832 A31 A31
•_----�
—q—. 3
(3)2X8 DFp2 FOR 3 2X8 DFp2 HDR (3) X8 Dfp2 DR °
( ;2X8 DF t2 HD (3)2X8 DF42 FOR
O HALF -
m
BATHW.
q v O
KITCHEN a
DESIGN TBD
Oz
LIM
\ @
ti CATHEDRAL CEILING DINING HOME OFFICE
�o
Lj "a4
LAUNDRY
ROOM - A
0
F
Zn
W U
HALL �N
PANTRY x z rT,
12,_6..
_ _ _ _ (3)11-7/8 MLUPSET -
/ — — — (3_)1-3. 17/8 ML UPS BEAM
•o
WALL TO ROOF 4ROVE WALL IU ROOKF AIfuVE) •N
INSTALL HOLD DOWN I (3)1-3/4X11-1/4 ML I _ I I > J
ANCHORS AT BOTH 8'-0" _ I I -PLACE EXI TING I a $$ J r-
SIDES OS EXISTING AND - 6 1 I w/2X6(TIP) F INSTALL HOLD DOWN ^
m _ O + y I ANCHORS AT BOTH 1u��
I 9 M _ SIDES OS EXISTING AND
NEW WALL(1 EA SIDE) 0 1 V I a F NEW WALL(1 EA SIDE) r�
2 b° 14'-4'/x" 18'10'/z, 4� T-4" 2' 9_0 w o
BATH No.1 a I I I b
I I I 2'-6"
w 1 = BATH,No- - - -
88„ I LIVING ROOM U 1 N I I w
t //4 1 R'-8" 1 7 77 1.USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER r
i
2'-8" S'_9%" I 9'-S%"I I MANUFACTURE'S ZINSTRUCTIONS. O O
_________________________yy__ ' 11 1 1 WALLSTO BE FRAMED WITH 2X6 DFp2 STUDS AT I6"O.C. .^
2 NEW EXTERIOR
- - - - - - - >_- - - - 1 �.��-a..�_.�� N PATCH/FILL EXISTING 2X4 WALLS AS REQUIRED. L 7
- era - I I � I (3)13/4X1L-7/&MLUPSEiPFi1M- - - � � r 7
r - 1 4'_0• I = O 11.0
V
1 3.EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD
EXISTING FIREPLACE 1 � "'d
TO REMAIN 1 m 4.EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADH EARED /
1 L _ _ J=_ _ _ _ I - �_ _ _ _ _ _ _ u 3 WATER RESISTIVE AIR BARRIER.OVERLAP 3`min.VERTICALLY;2"min.
' -\ _ _ ~ HORIZONTALLY(WITH TWF AIR BARRIER FLASHING)INSTAI L PER
(3)13M9 1/2-ML-FLUSH BEAM T'f3)9=1/£MLTLU511 BEAM \ \ —(2)9-1/4 Mt WUSH EAM INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry rom
V
BEDROOM No.2
I I L
- 5.PROVIDE 3-2X8 DFp2 HEADERS OVER ALL BEARING WALL OPENINGS
4'-0" 10'-4i4"1 5'-9" 1 I I ___ __--1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK
" I I
D I _~ STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH
® SIDE FOR MICROLAM HEADERS.
Cbo
L — — — J 1 1 '
a �__ - ____ _ - - - _ I I I 1 I � � � I rn 6.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
= 1 I I I I I 1 - ( (" (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
-Ll
o I I 1 I I ENTRY Now T-6"STAIR OPEN RAILING N 4'6" 15'3" PER FRAMED
ODE
ICHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. —�
x BEDROOM No.1 1 1 I 1zr�t,@7-1/2"RISE '
N 11
a I I I 1 I � (2)2X8 DFp2 HDR 7.ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
_ APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
1 1 I I � _
EGRESS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �r
I I
14'A%" 1 11 1114'-1" 4'-1'/z" rv30410
8.INSUTATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT.
I I 1 I I cl
WALLS:R20,FLOOR:R21.EXTERIOR OPENINGS MAX U 0.30
II II i
F 1 I L - I(�) X8 DFp2 HDR I I4OPENING
_ ]'-]%x" ]'-]%z"
J 3'-0" - 9.ALL WALLS AND CEILINGS TO BE PROVIDED WITH S/8"SHEETROCK.
11 '
1'-0"SL BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
I 1 SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE
� AREAS.
(2)2X8 DFp2 HDR 10.ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS.
EGRESS 11.INSTALL 12X12/14X14 NICHES ATALL NEW SHOWERS UNLESS
TW30410-2OTHERWISE NOTED,TOWEL BARS,RINGS,TOII ET PAPER HOLDERS,etc.INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS PER OWNER.
-----------------
]'-2" ]'-2"
12.INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.
DRAWN BY: MH
PROPOSED FLOOR PLAN 10/14/2021
SCALE: 3/16" = 1'-011
SCALE: SEE PLAN
°FN
DE "� SHEET NO:
FR �
ui
Lu
m y
�4 07250
A��FESS NPv
M C H
Design Services
www.mchdesignservices.com
phone:
A (631)298-2250
email:
michael@mchdesignservices.com
V-0"OH
(TYP)
•------------------------------------------ ------------------------------------------- ------------------•-------------------------------------------
' •---------------------------------------- ----------------------------------------• • ------------------ '
.,-------------••-----------------------
' 2X10 DF#2 RR�16"OC
• , , ,
O
12
A
12 �
' ----------------- 2.5 -------------- ,
_ 2X10 DF#22X10 DF RR�16'OC ---------------------, „ „ '
ti �/_ ,, ,,
' '� 12 ns � ,
• BUILC WALL OVE CEILING101-5 TO UNDERSIDE OF RAFTERS-
61
AFTERS R,
N
.
.-
, rT,. Qb,
'' ' • ,' ,; 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS.
2X12 AYOVER PLATE
' 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. Q O
•----------------------- ----- ,� ,' GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. .�^
L 1
3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, O
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
PER CODE.
--------------------., '�
4.APPLY 5/8"THICK FIR CDX SHFATHING OVER ROOF FRAME.
S.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND
DIRECTLY TO THE DECK ALONG EAVES. P4
6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/
4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNOFRLAYMENT.
O
7.ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER.
,
„ , ' ,.____________,•__ -.___________________________________________ 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING
' MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT
' U N DERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
' WORK DAY COVER WITH HEAVY-DUTYTARP UNTILALL ROOFING IS
COMPLETE.
9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS.
USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD
USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT
A CUTTING INTO SHINGLE SURFACE.
-------------„
`-----'-'-""'-'"'"_"_"'__""'-"'-"""' `--"'------------------------------------' 10.VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400
AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA
RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS.
CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO
CONCEALVENT.
ROOF PLAN 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
SCALE: 3/16" = 1'-0"
DRAWN BY: MH
10/14/2021
SCALE: SEE PLAN
�oF NEty
S R�°�� SHEET NO:
r �a: w
n 1 Li
N�OA 07252
ROFESS\�
(2)1-3/4X14
ML RIDGE
_ 2X6 @16"OC _
12
5.75 0'-
2X12 M C H
�QQF2��@16 ❑ VALLEY PLATE 2X10 DF#2 RR @16"OC
2X �, Design Services
io
BLOCKING _ _ _ www.mchdesignservices.com
(TYR) 2X8 DF#2 CJ @16"OC phone:
1O (631)298-2250
email:
michael@mchdesignservices.com
0
BO
BLOCK MIDSPAN
AT BEARING WALL
(T�PICAL)
RAILING V ,
3/4"SUBFLOOR u I I u _ -
7VTW -1
0
(3)1-3/47-1/4 ML DBL 7-1/4 ML FJ @16"OC
UNDER EXT.WALL ( )1-3/4X7-1/4 ML U 1 3/4X7-1/4 ML . O
:6 3
UNDER EXT.WALL •d NEW CONCRETE STAIR e.•
2X6 ACQ SILL PLATE �bti /(2)3/4"STEEL ti
b, :6
01
OVER TERMITE SHIELD •�� tti
AND SILL SEAL(TYR)
' INSTALL MIN.1/2"MR SR AT b,
�4 CLOSED CELL CEILINNGS AND INTERIOR �'• •�
:d SPRAY FOAM FINISHED WALLS(TYP) :6 10"PC
o
10"PC WALL `6� WALL
(ALT.INSULATE EXTERIOR
WALLS `b� a
DAMPPROOF q `
w/TUFF N/DRY)
.e 4� b,
2X ACQ PLATE •�
UJUe:• OVER SLAB(TYP) a;, 4'e
6 4"CONK.SLAB(TYPICAL) d FLOOR DRAIN e'• / _
j,••v •''.•d O s .•d O
e,a• e,p 24"X12"FTG W
(3)#4 REBAR
(3)#4 REBAR -
24"X12"FTG CROSS SECTION A ' ' ~-i Q awl
A ' '
� �_- "PIPE IN a
5 8 SCALE: 1/4" = 1'-0" TO DRYWELL ISI w
Aon
,,� O
_ - _ - _ - - - - - - - - - _ O z
2X12 LAYOVER n t Z
PLATE.LAG SCREW w/ �'/ �
WASHERS TO EX.RAFTERS Z r ,
12
Q 2.5
2X10 D
EXISTING ROOF AND F#2 RR 0)
16"OC
CEILING STRUCTURE
WALL TO ROOF
-_ (SUPPORT)
2X8 DF#2 CJ @16"OC
INSTALL NEW
(3)11-7/8 ML ..
0
Eb
3/4"SUBFLOO 5 4 DECKIN — _ DRAWN BY: I'll 1
EXISTING FLOOR SYSTEM DBL 7-1/4"ML @16"OC
El
:d 10/14/2021
EXISTING CRAWL SPACE EXISTING 2X6 ACQ SILL PLATE
,IJEXISTING CRAWL SPACE FOAM EXISTING SILITE L SEAL
4 v•c a
12"dia.
0.
INSULATION °NCSCALE: SEE PLAN
PIER m
s'p• • UNDISTURBED SOIL o �! Of N YO
#4 REBAR •E V
•;e @48110CLp: 10"PC WALL (VIF) �Q` DEF,Q
b DAMPPROOF �5 �o SHEET NO:
E : 10 4:
12"CONC.WALL4;• •� * 7 EA
e r- i sLu
p e FURRING a:. m � LLL;
STRIPS @16"OC
e CROSS SECTION B a, 4"CONC SLAB
.,
S 8
07250
SCALE: 1/4" = 1'-0" �'d �.•d s �4
P e'p•. e'a•' , A �•
PESS<)
24"X12"FTG 24"X12"FTG
Ro
(3)#4 REBAR (3)#4 REBAR
cGenerated by REScheck-Web Software
i Compliance Certificate
M C H
Project ARNOLD RESIDENCE Design Services
3 3 Energy Code: 2018 IECC
Location: Cutchogue, New York www.mchdesignservices.com
Construction Type: Single-family phone:
U1/4
Project Type: (631)298-2250
11/z 11/a 11/4 11/a 11/z411/2 11/4 1 yP Addition11/a 11/a 11/aLAV LAV wc' wC� LAV. Climate Zone: 4 (5572 HDD)
Permit Date:
DW. DW email:
BAH SHO ER SH ER Permit Number: michael@mchdesignservices.com
2
11/4 1114 1 31 0 2 I CO 3 11/4 3 2 11/4 Construction Site: Owner/Agent: Designer/Contractor:
C.O. I z a C.O. I 11/i I Co. 6570 SKUNK LANE
3 3 3 CUTCHOGUE, NEW YORK /�\\
11/4 11/4
11/2 • • � �'- -;�--}.,l�-'�� L•1 _�% , 777177-
Compliance: 2.2%Better Than Code Maximum UA: 180 Your UA: 176 Maximum SHGC: 0.40 Your SHGC: 0.32
w.c. LAV FA.I. The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
SHO CR O
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
z 44 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
c O. I 3 11/411
3
Envelope Assemblies �9
SLO�1/4"PER FOOT�PITCH DRAINS
TOCeiling 4"Cl SEPTICTIC SYSTEM ..........,.:W...._......_....-_..�..�._...... . .. ._�..._..-...�....._, ...........�.,�.,. ____ _ _. ___._._........,....._.,.....�._._........_..._.._�._........�,.,_.......u._v..
TRAP HOUSE ng 1: Flat Ceiling or Scissor Truss 318 30.0 0.0 0.035 0.026 11 8
PLUMBING SCHEMATIC Ceiling: Cathedral Ceiling 410 30.0 0.034 0.026 14 11 W O
Wall: Wood Frame, 16" D.C. 685 20.0 0.0 0.059 0.060 38 39 W Z
SCALE: NOT TO SCALE Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 A
Window: Wood Frame
SHGC: 0.31 18 0.290 0.320 5 6
Wall 1: Wood Frame, 16"o.c. 633 20.0 0.0 0.059 0.060 29 30 Pq ZZ
Door 1: Glass Door(over 50%glazing)
SHGC: 0.29 42 0.300 0.320 13 13 P w
Window 1: Wood Frame
SHGC: 0.33 87 0.290 0.320 25 28
Z
Window 2:Wood Frame 12 0.290 0.320 3 4 1011 O
SHGC: 0.31
Floor:All-Wood Joist/Truss 728 21.0 0.0 0.044 0.047 32 34
2 2.
r, I"1
o ® ® o T ® ® e r e F1 �/ I
@ Z
� � V
Z
FASTENER TYPE: SPACING:
No.8 O �1
BASED ANCHOR WITH 16'OC
In.
Zn.EMBEDMENT LENGTH
W�ANCHOR S 16'OC ® e ® ee Project Title: ARNOLD RESIDENCE Report date: 10/14/21
1/4 EMBEDMENT LENGTH
Data filename: Page 1 of 2
t/5m.dia.IAGSCtf W
.1.ANCHOR WITH 16.OC
In.EMBEDMENT lE.
0 0 e ee
® ® 3/4'APA PLYWOOD
1/Y APA RATED SHEATHING SHEATHING
GRADE PLYWOOD
(ALTFRNATIV :7/16`OS.B.) e
11"APA RATED SHEAraNG
GRADE 0.YW
(ALTERNATMMVE:7/16'O.S.B)
• ee
FASTENER TYPE: SPACING:
zx5 DFxz
No.B WOOOSC STUDS
BASED ANCHOR WITH 10'OC
WND,SBI 2m.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS '
SAS m ANCHOR WITH 12'OC
PANEL SPAN EQUAL OR SMALLER an EMBEDMENT LENGTH
THAN 4 FEET 114in.dna.IAGSCREW
BASED ANCHOR WITH 16.OC
tin.EMBEDMENT IFNGIH loll D RAW N BY: MH
e e
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPIEPLYWOOD ASSEMMES FASTENER TYPE: SPACING
2-2x5 DFx2S DS OANNT EO
AND EQUAL OR SMALLER TOGETHER W STAINLESS STEEL Nn B WOOD-SCREW
OR GALW NRED BOLTS W/WASHERS BASED ANGOR WTIH r OC
THAN 6 FEET An.EMBEDMENT id-IJ
AND NUTS @ 2'-0'D.G
No ID WOODSOtFWS 10/14/2021
TYPICAL MULTIPLE OPENINGS BASED ANCiDRW H roc
An.ENBEDMENT IFNGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL ORFEET
I/ LAGSCREW
Bn.-EFDMFNT N )6•a SCALE: SEE PLAN
THAN$FEET 2m.EMBEOMFNT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING OF
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' t�
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO +` D�� o� SHEET N O.
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CO �. LL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. � �/ 'lO
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. H �� �r
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. > j H
m N ( j
�O 0 250'1
�?
ARp ESS\CNP
i
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M H
Design Services
KING STUDS
RAFTER WALL STUD
mchdesignservices.com
N��
ENDWALL CRIPPLE STUD :1 hone:
BOTTOM PLATE 631)298-2250
RIDGE
HEADER
LEDGER 8 ATHTUB
DOUBLE JOIST
mail:
SIDEWALL
RAFTER ichael@mchdesignservices.com
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 FOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTIONAPPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLIC4TION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 FOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGSLSTA12 1-1/4"x12" go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD I 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH—ROOF EXHAUST
VENTS SELECTED AND O
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED �ma
RAFTER
SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN
• • ' • ' SIDEWALL FLASHING VENTILATION
WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2z4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND _ _
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'O" O.C. �.'• SHALL BE COVERED WITH CORROSION-
4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH NTH MESH ONTIN. SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/. INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD
FLASHING TO FORM CHANNEL
INSTALL 4'O" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATIONSOFFITED EAVE z _J
w
8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARYCONNLCI TO
ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND rT, O
o. TYDOWN ANCHOR
/ 9 EACH RAFTER
INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS W
8" - 12" RAFTER RT20 21-1/B" x 20 CONNECT TO SOFFITED EAVE DETAIL z {J� ,
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS � � ' 1
ION ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL H
ROOFING LAPS BASE1.4
FLASHING 4 INCHES uu
BASE FLASHING WRAPS CORNERS, RAFTER � \ RIDGE CAP OF SAME
\/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Z
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING Q
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT — J
WOOD JOIST r',W/ ,'r�•� w
TOP PLATE
GIRDER/HEADER A O
SIDE WALL FLASHING Q
1ST. FLOOR WALL SLAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS,AS TO FORM DD WALL STUD • RAFTERS Lr)
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO O `^
PROVIDE
CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2-
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK 70 ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH t
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. v ,
INSTALL 4'0" O.C. RAFTER T( PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �J r
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD W v
DBL. SILL PLATE
TERMITE SHIELD r SUBFLOOR O
CONC. SLAB
SILL GASKET WOOD JOISTS
` NEOPRENE
TYP. CONC. FOUNDATION ( � 6 MIL. POLY /
GASKET 2x6 2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR GRANULAR FILL • v3 I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR V _ ' 1• i
• v STEEL COLUMN
A
1/2 " DIA. BOLTS® 48" ox. STAG.
.p • '' d I • a e ,e
N CONC. SLAB •p - t.•s ROOF JACK � STEEL BEAM
�•a A \•p ANCHOR BOT EMBEDMENT: I I1
4" x1 4" x 8" STEEL
COMPACT FILL POURED COBLOCK WALL 15PCRETE: 7" ROOFING LAPS /
"
2e e ` TOP AND BOTTOM PLATE
FLASHING AT
O • 7 WITH 1/2" x 6" ANCHOR BOLT
/
KEYWAY FOOLING o v • USE WITH 3z3 MUARE WASHERS 1/2" GROUT
C'•-1 •-p C CONC. FTG. •p �•p �e' SIDES AND TOP
G•e •O ANCHOR BOLT CONNECTION (USP LBPS5& OR BP583) i
p ' •
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" M.MJ ANCHOR BOLT I I I 3" STEEL COLUMN
REINFORCING BAR
SUPPORTING MAXIMIM SPACING FLASHING LAPS 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
NEEDED FOR STRUCTURAL BRACING.
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NNEEDE
TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE
ROOF JACKS & VENTS DETAIL
—SUBFLOOR DRAWN BY: MH
CONC. SLAB DOOR FRAME
6X6 10/10 WWM
COMPACT FILL GARAGE JOIST
DOOR USE 2X8 STEEL BEAM 10/14/2021/i /�/ i
FOR BLOCKOUT 10 14 2021
` 4' SLAB
P.T. PLATE W/ 6X6 WMM \ SLOPE
I
1/2" AIR S�E •• 1 0 . e 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT SCALE: SEE PLAN
• (WITH A NAILING PLATE IF NEEDED)
'• ��'� AT EEND ANDS OF WOOD 4' -'• 7.1 2' s• •• TO BE APROX. 1/2" OR HIGHER THAN
• . ' 4 p STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE a '"'a"-'-'•["''"• • �• . BEAMS 'e ep •• • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 WW.M. •_ ..•_ _ u' e� —��I • °• eC•b •V
12' o Do O • a a a . p p _
MIN. ,e e s �'p �'p �' •e _NOTCH BEAM FOR MUEPTHDSILL O REQUIRED -- MAXIMUM I e 'pas-ee ' U� SHEET N O.
.� NOTCH EQUALS 1/4 DEPTH OF BEAM D s II—II
c1 REINFORCING BAR .Q .s REINFORCING BAR awe /
DRAIN TILE I� ►I •e :• SHEET METAL/ 30# FELT UNDER BEAM AT POINT • d l�'n e — g, L, y.� ,T
12" OF CONTACT WITH CONCRETE OR COW. BLOCKi• •i
s!a 3" D + )
TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
O 07 02
V
,40 SSIONP�'
M C H
Design Services
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS"
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall JOINT DESCRIPTION NOTES BUILDING USE be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING www.mchdesignservices.com
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) g
TOP PLATE 10'WALL:4-8d COMMON RATER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) phone:
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 631 298-2250
TO TOP PLATE 10'WALL:4-8d CO
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3488 COMMON EACH TOE-NAIL DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters MMO JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD F R301.5 email:
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAILUNINHABITABLE�) DESIGN DEAD LOAD(PSF)8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGATTICS(NO E) 20AGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 NO FINISHED CEILING)AFTERS N 3:72 PITCH IJI80 miehael@mehdesignserviees.eom
(STORAGE) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC IAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS to INTERIOR WALLS AND PARTITIONS HB so
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
SBC END NAIL EXTERIOR BALCONIES AND DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM- MASONRY WALLS(8"THICK) BO CEILINGS(PLASTER.STUCCO) V360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 65 CEILINGS(GYPSUM) L240
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
accordance with table 3.3. TO RAFTER [ND NAIL SIP WALLS to
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 SQ.IN.200016, EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50
EXTERIOR WALLS(BRITTLE FINISHES) H/240 V)
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 �•�I�
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
P P g P q DESIGNED FOR EXPOSURE C O
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
P P P P g P P al 2-168 COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-168 COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE t�l�
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the anel ed es and 12"o.c.in the field,and STUD O.C. NAIL Sym.:
P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 15"O.C. FACE SMOKE&CO2 DETECTORS Y CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER AL014G EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type If exterior factors in shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA W
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1�7
END JOIST OR BLOCKING
P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(,)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT r '
LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)2).All footings to rest on undisturbed(virgin)soil. NAIL (JAIL
interiornd 2.2.4lr are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE O
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin In exterior or unheated interior areas. 4-Bid COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z
connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached existing concrete structure shall Header and/or girder connections shall be attached with uplift2-8d COMMON J
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..
..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 3000 s.L.Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES:1,3
g P� TO JOIST END NAIL @ @ u1.4
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 W
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g BLOCKING TO: EACH TOE (BOTH FIELDS) w
o Where a ridge is to be used as a structural beam,the rafters shall either be notched and INTERIOR ZONE 8d COMMON 6"O. Sd COMMON 12"O.C. v,
P SILL OR TOP PLATE 3-168 COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS I 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:13 Q
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
JOIST ON LEDGER PER TOE rT,
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3-Bd COMMON
JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w
N.V.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOISTNAIL
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
O8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-168 COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
O
SILL OR TOP PLATE FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/ framing members with G>0.49. ;^
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O t�
Edition Wood FramingConstruction Manual. QTY. SPACING
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. v l [�
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:SHEATHING LOCATION C-r
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. - J
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
w r ,
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD v
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPZ
ACING4' SEE NOTES:1 3(BOTH FIELDS) J
EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. , /w^
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 O
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hanger's and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3,9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS sd COMMO WFCM-SBC ) g q
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3"O.C.EDGE
6d COMMON ^�
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7- O.C.EDGE G>0.49.For framing members with 0.42<6<,the nail spacings shall be reduced to 6 inches o.c.
Q
on plans. WALLBOARD 10"O.C.FIELD 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g g P
other access openings unless otherwise noted(typical). Q
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 7010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ_
AREAS-
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5 0 SQ GRADE FLOOR 3).INSTALL 1-Cat DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS 8d COMMON12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"Sit -AFF
under all bearing walls. )• P g pp safety NOTES. NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to art off all concealed draft openings(both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: shall an
fire barrier between stories•and between a top story and the roof space.
needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY F ret ocking provided in wood-frame construction in the following locations.
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of scud walls and partitions,including furred spaces,at the wiling and Boor
equipment supplier. levels.Concealed horizontal furred spaces shall also be f1mblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed /� �/�
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final SOIL COMPACTION: using parallel rows of studs or staggered studs. DRAWN BY: I'I H
p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain highe- 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and hodzontal spaces such as occur at soffits.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
e connectors,members shall be doubled,or alternattors, 3).1n concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Cole. O/1 1mow{/�O�1 i
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSM(PER ASTM o 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
d ermitte
ll b
h
nails f bnas sae
d tnumber o
l
b
t
th
rs
mbe , e tabulated to have regular 1/2"sheetrock.All walls to be taped and finished. meP 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblodcing of chimneys and fireplaces,as required by curtest N.Y.S.Residential Code. SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC. to be reduced tol-168 nail per foot. INCLUDING SUBFLOOR IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. ! t-
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to JEXTIRIOR FIBERGLASS COLUMNS TO BE HB&G p�`OF /Q
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP f` , DEF SHEET N O.
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
LITS LL,' r
072 OZ
ARoFE s1o��i`