HomeMy WebLinkAbout42866-Z S
aof go&Tyo�o Town of Southold
* * P.O. Box 1179
d4 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46877 Date: 03/05/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION
Location of Property: 3800 Deep Hole Dr Mattituck, NY 11952
SecBlock/Lot: 115.-17-6.1
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/16/2018
Pursuant to which Building Permit No. 42866 and dated: 07/17/2018
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Alterations including an EV charger to an existing single-family dwelling as applied for.
The certificate is issued to: Michael Colapietro , Robin Colapietro
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 42866 10/21/2024 & 11/19/2025
PLUMBERS CERTIFICATION: Bruce A. Moore 10/20/2016
Aut o ed ignature
OFSOO TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42866 Date: 07/17/2018
Permission is hereby granted to: Renewal Date: 09/30/2024
Michael Colapietro
45-04189th St
Flushing, NY 11358
To:
Alterations to an existing single family dwelling as applied for.
Premises Located at:
3800 Deep Hole Dr, Mattituck, NY 11952
SCTM# 115.-17-6.1
Pursuant to application dated 07/16/2018 and approved by the Building Inspector.
To expire on 09/30/2026.
Contractors:
Required Inspections:
Fees:
Renewal Fee $505.50
Total $505.50
Building Inspector
o�SOFFoc,r�o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o • 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#: 42866 Date: 7/17/2018
Permission is hereby granted to:
Colapietro, Michael
45-04 189th St
Flushing, NY 11358
To: Alterations to an existing single family dwelling as applied for.
Replaces BP# 39807
At premises located at:
3800 Deep Hole Dr., Mattituck
SCTM #473889
Sec/Block/Lot# 115.-17-6.1
Pursuant to application dated 7/16/2018 and approved by the Building Inspector.
To expire on 1/16/2020.
Fees:
PERMIT RENEWAL $388.00
Total: $388.00
r
Building Inspec or
=r TOWN OF SOUTHOLD
°��ufFot,r�o
�� ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"o • �� 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#: 39807 Date: 5/28/2015
Permission is hereby granted to:
Colapietro, Michael & Colapietro, Robin
45-04 189th St
Flushing, NY 11358
To: Alterations to an existing single family dwelling as applied for.
At premises located at:
3800 Deep Hole Dr, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-17-6.1
Pursuant to application dated 4/30/2015 and approved by the Building Inspector.
To expire on 11/26/2016.
Fees:
SINGLE FAMILY DWELLING-ADDITION—ORS RA - $776.00
CO -ALA RATION TO D E LING $50.00
Total: $826.00
r
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
l. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 3%00 �ep p \1 O\Q, 1C r�� �./``�-} 3r%k
House No. ^� Street Hamlet
Owner or Owners of Property: t!�!s G AA VZt3b .s1 p`p,�;•� �2�.t`O
Suffolk County Tax Map No 1000, Section Block ` � Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: ' Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
SOUryol
Town Hall Annex O Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 Jamesh southoldtownny.gov
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mike Colapietro
Address: 3800 Deep Hole Drive City: st: New York zip: 11952
Building Permit#: 42866 Section: 115 Block: 17 Lot: 6.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Absolute Electrical Electrician: Dominic Chizzoniti License No: ME-62874
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect 50am Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: 1 50 amp wall mounted charge charger
Notes: EV CHARGER
Inspector Signature: Luu t Date: October 21, 2024
3800 deep hole dr
o�*oF so�lyol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • ^a��
Southold,New York 11971-0959 ���COUNTI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Michael Colapietro
Address: 3800 DeepHole Dr City: Mattituck St: NY zip: 11952
Building Permit#: 42866 Section: 115 Block: 17 Lot: 6.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: Mariner Electric License No: 45056ME
SITE DETAILS
Office Use Only
Commercial Indoor X Basement Service X Solar
Residential X Outdoor X 1st Floor X Pool Battery Storage
As-built Renovation X 2nd Floor X Hot Tub EV Charger X
New Addition Attic Spa Generator
Survey Mezzanine Garagel IDock
INVENTORY
Service 1 ph X In-wall Heater Recpt 30 Ceiling Fixtures 11 Smoke Detectors 4 Pump
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 CO Detectors Heater
Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 6 Combo Smoke/CO 3 Transformer
Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Heat Detectors Salt Gen
Transfer Switch Mini Split Dryer Recpt UC Lights Fridge 1 AutoCover
ARC Blower Heads Switches 29 Pucks Lights Dishwasher 1 Mini Fridge
GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp.
ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood 1 Dehumidifier
Other Equipment: 200A Panel 60 Circuit/46 Used
J
Notes: Renovated Living, Kitchen , Den, 2nd FI Bedroom/ Bath & Open Room
Inspector Signature: Date: November 19, 2025
tl�tJ(
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SQ(/rFjO 1
Town Hall Annex ,yg, �} Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G c�
Southold,NY 11971-0959 -�
N yeOUNn,����,
BUILDING DEPARTMENT
TOWN OF SOUI'HOLD
CERTIFICATION
Date:
Building Permit No.
Owner: .2,.-�1
(Please print
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers SI nature
g )
Sworn to before me this r b
day of 11164o 20_./ pEWSIPAIA
d No"PubPA StftOfNNW
*MUM in Suffdk CouqV
e mmmsion Expirev.May l272'T2•ff
i
Notary Public, C..- County
lr lr The Long Island Campus for the
II II 1 f Albert Einstein College of Medicine
Long Island Jewish
Medical Center
Manhasset Ambulatory Care Center
1554 Northern Boulevard
Manhasset,New York 11030
Telephone 516 627-0350/9015
Hypertension&Lipid Research
Paul Samuel,MD,
Director
Bruce Chin,MD
Barton Schoenfeld,MD
Lois Markowski,MS
A Member Agency of the UJA-Federation
i
DI q so�lyo
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FPdINDATION 2ND [ ] INSULATION
[14 FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLAT N [ ] CAULKING
REMARKS:
or
1 -
DATE �� �3 �� INSPECTOR
01-0000,
ho�a0f SOUlyolo
coum,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] F,6UGH PL13G.
[ ] FOUNDATION 2ND [Vf INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] 9RE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
``
REMARKS: V alt� 11it�i l
6-yg,
DATE -L)413(>eo INSPECTO
SO(/Ty�lo
o • �o
J
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE � ' INSPECTOR
OF SO(/ryO
�ycou 10
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC p
ON
[ ] FOUNDATION 1ST [ ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL)
REM_ ARKS: �WK�
Skft. 1 Yv 1/Wt l i'1/
DATE m INSPECTOR
�OF SOUIyOIo a Sca 3eoo 404Qp #o l Q-
# TT WN &F-SOUTHOLDBUILIDING DEPT.
Ulm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ -] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION
[ ] ELECTRICAL (ROUGH) [5CJ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Ev ck4��qer
�j
DATE ANSPECTOR
oe souryO�
TOWN OF SOUTHOLD BUILDING DEPT.
�ou►�� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] 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
you✓
DATE o Y°I INSPECTOR
OF SOUIyO!# -
# Q TOWN OF SOUTHOLD BUILDI sro .
ulm,� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ `] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ . ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS:
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION.CHECKLIST
BUILDING DEPARTMENT " ;-'Do-you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 1197.1 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 O�G Survey
SoutholdTown.NorthFork.net PERMIT NO. (O Check
Septic Form
N.Y.S.D.E.C.
n� Trustees
f; I r, I Flood Permit
Examined 0 Storm-Water Assessment Form
rr�� �)
' II JI Contact:
Approved 120 3 Imo/ Mail to: I"
Disapproved"a/c�
TDl^•'iDID SD�EPT Phone: 6"'
l THCLD
Expiration ,20
g I Spector
APPLICATION FOR BUILDING PERMIT
Date g'' , 20 1�
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises•d:sf"arlable;fqY=i'rTsbet Lion throughout the work'."e"
e.No building shaljibe ocQV*ijaottu- 1i'n=whole or in part What so ever until the4Wildi.flt`InsprU6 (,`
issues a Certificate of Occupancy. `F�fvrb'vt.yto 3� po 4'.4�t1 � �.�_�a➢
f.Every building permit shall Wkt�a&.oBlc authorized has not colrffriehc��i, bin 12 months after the date o `
issuance or has not been completed within 18,•months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the•'Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings,additions, or alteisiRn'f6r for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections. /f
(Signature of applicant or name,if a corporation))
P o mvfo i M�-.}��' vcx IN`-( 114 S'1
631-248- -L& a G31 -9 65-14+07
ailing address of applicant)
M%6%#_*N a n1SAs`v1t�3 •Cent-.
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
IQ C AxN
Name of owner of premises M����e� a^ (")Din
(As on the tax roll or latest dee ) •
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License Nera :.`►.C;` i->"C.)
Plumbers License l\'To.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed w�rk�dil�bdoe:°'�'�",�'� �'-% i`�h ' ` •' �.y 4.
dc-
House Number Street `.f�r� z'"w�0 i'� friftfi' t:j t- .`
County Tax Map No. 1000 Section 1 l 5- Block I*-I Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed co struttion:
a. Existing use and occupancy S%o%�\t �M%1y bw a Ili n
•;� ?€e1 a.t�,"?y s° !s3"or�rM• Pi>.'3-�; ,'ryc` ^_.V 3 T. a"'�...
b. Intended use and occupancy S , 4•oy%11!1 LAae r11
3. Nature of work(check which applicable):New Building Addition Alteration )C
Repair Removal Demolition Other Work
..�. (Description)
4. Estimated Cost 50, 000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars �--
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
t, . IV
7. Dimensions of existing structures, if any: Front Rear"' Depth
`•Wei Number of Stories
r
Dimensions of same structure with alterations or additions: Front Rear
Depth Height wmb"pf(� tories",� 4-zs•6' `GLe")JC•, a
F •�
t
8. Dimensions of entire new construction: Front ar. P. a" ` °,: Depth! `.0 -1 a�•r�'„`;
Height Number of Stories ,� .s s'.f'�.g� -} a-s`, ;;�► ,,;
9. Size of lot: Front Rear t Deb)`,, , _,-`_,,;._.
10. Date of Purchase Name of Former.Owner
11. Zone or use district in which premises are situated fig-C> Z.qa ai C1 S -
12."Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO
r% fLAn•. Dot, Q
14.Names of Owner of remises Cud&,4%eVV-a Address3800 Me.44ylwU Phone No. 117-6-1 c) $�
Name of Architect 3, M Vw&r 1 oS%,% Address P.040� -G1e_ Phone No ft 'XT -41ZL
Name of Contractor M tt1C _Address tnd%J ILLt e Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO x
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
r..
17. If elevation at any point on property is at 10 feet or below, must provide topographical data'bn survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFC—M m IIC) u_ - ,
J� I C.1^t.,X r �-�+ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above narncd ;t
(S)He is the Cyr
(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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
_
day of ►"t ' 20 15
Notary Public ignatur
BARBARA H. TANDY
Notary Public, State Of New York
No. 01 TA6086001
Qualified in Suffolk County
Commission Expires 01/13/90 y
-
3
Go feet le earth 00
�o��pF SOfjjyol
Town Hall Annex O Telephone(631)765-1802
54375 Main Road
ow(637
P.O.Box 1179 roger.richert nso6u5t95o0tl.ny us
Southold,M'11971-0959
I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD ;
APPLICATION FOR ELECTRICAL INSPECTION '
REQUESTED BY: Date:
Company Name: cn"e-r JEI-ee_p-!e, �..
Name:
License No.: LY 5'v 5- -- ,OVA zi- r
Address: o igay acqk ,4,,U ® .
Phone No. i I
JOBS ITE INFORMATION: (*Indicates required information)
*Name: 1 Lh a-� I CL,
*Address: bD ) ,�-2!
*Cross Street:
*Phone No.: ,0 $
Permit No.. )
Tax-Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
'-i--w a A XIA �2 2-02.
Ce
(Please Circle All That Apply)
*Is job ready for inspection:
YES NO. Rough In Final
*Do-you need a Temp Certificate: YES NO
Temp Information (if needed) �
*Service Size: 1 Phase 3Phase 10.0 150 200 300 350 400 Other I .
*New Service: Re-connect Underground Number of Meters Change of Service Overhead y
Additional Information: PAYMENT DUE WITH APPLICATION
O
82=Request forinspection Form
vJ
Cf)/4 � ef�fl
�n� LtSd'
�SFEQLKC BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
y y Southold, New York 11971-0959
4,- #" p� y� Telephone (631) 765-1802 - FAX (631) 765-9502
Lamesh southoldtownny.gov - seand(cr-southoldtownny.Aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address:
Cross Street:
Phone No.:
BIdg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service[]Fire Reconnect-]Flood Reconnect Else rvice Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame El Pole Work done on Service? Y RN
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address:
Switches
Outlets �,1
GFI's
Surface
Sconces '
HH's
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. W/D Pump
Exhaust Oven Sump . Heater
Trnsfmr
Smokes , DW-� Generator Salt Gen.
Carbon Micro GrbDis water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo 1 Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Z0-C) Have (oO Used `�t0
Sub Amps Have Used
Comments r
D ECE � � �
0CT — 3 2024
BUILDING DEPARTMENT-Electrical Inspector
�;ilding Department TOWN OF SOUTHOLD
own cis Sout;:hdlQ�vn Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
iameshCcDsoutholdtownny_.gov— seand a@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: 07-31-2024
Company Name: Absolute Electrical Contracting and Design
Electrician's Name: Dominic Chizzoniti
License No.: ME-62874 Elec. email: information@absolutec-d.com
Elec. Phone No: 516-586-3050 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 27 Cain Drive Plainview, NY 11803
JOB SITE INFORMATION (All Information Required)
Name: Mike Colapietro
Address: 3800 Deep Hole Drive
Cross Street: New Suffolk Avenue
Phone No.: 917-848-2034
Bldg.Permit#: 4 ;t $ (o to email: mrcolapietro@aol.com
Tax Map District: 1000 Section: /i Block: ! 7 Lot: /
BRIEF DESCRIPTION tion ION OF WORK, INCLUDE
EV Charger installa SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES❑NO Rough In Final
Do you need a Temp Certificate?: YES R NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service0 Fire Reconnect[]Flood Reconnect❑Service Reconnect DUnderground❑Overhead
#Underground Laterals F1 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
r,.e,C,-lC)"02)
Pd
1
ECEOM �
r�._ OCT — 3 2024 a
Sirl01 ° � BUILDING; DEPARTMENT-Electrical Inspector
`IPIlding Dppartment TOWN OF SOUTHOLD
os sou— own Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh southoldtownny.gov - seand@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 07-31-2024
Company Name: Absolute Electrical Contracting and Design
Electrician's Name: Dominic Chizzoniti
License No.: ME-62874 Elec. email: information@absolutec-d.com
Elec. Phone No: 516-586-3050 ❑1 request an email copy of Certificate of Compliance
Elec. Address.: 27 Cain Drive Plainview, NY 11803
JOB SITE INFORMATION (All Information Required)
Name: Mike Colapietro
Address: 3800 Deep Hole Drive i" oc
Cross Street: New Suffolk Avenue
Phone No.: 917-848-2034
BIdg.Permit#: 4 a 10 (a to email: mrcolapietro@aol.com
Tax Map District: 1000 Section: 11 Block: ! 7 - Lot: J
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
EV Charger installation
Square Footage:
Circle All That Apply:
Is job ready for inspection?: D YES❑NO ❑Rough In Final
Do you need a Temp Certificate?: D YES FV-]NO Issued On
Temp Information: (All information required)
Service Size01 Ph 03 Ph Size: A #Meters Old Meter#
❑New ServiceDFire Reconnect E]Flood ReconnectOService Reconnect[-]Underground DOverhead
# Underground Laterals D 1 2 M H Frame Pole Work done on Service? 0 Y f IN
Additional Information:
PAYMENT DUE WITH APPLICATION
19d /° --t 0-4V
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments 5129 UJ40
e15V UFFa/ > ��I[WA\TIE]E,
Scott A. Russell r
SUPERVISOR U � � IM A NA(G IEM]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 p /
53095 Main Road-SOUTHOLD,NEW YORK 11971 Ile, Town of Southold
CHAPTER 236 - STORIVRWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes ISO
❑M A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
E] B. Excavation or filling involving more than 200 cubic yards of material
I within any parcel or any contiguous area.
LE]KK C--.Site-pz:ep-ara-ti-oD Qi-... .lop- ..v���cf���ce��l�l(��1�e��velCi��l r �e 'Ca
100 feet of horizontal distance.
r.
Q® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
El 9 E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse. j
E]Q F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
s Control Plan was received by the Town and the proposal includes
t,of impervious surfaces.
in-kind replacemen
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date_& County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check Last Form to the Building Department with your 13ullding Permit Application.
S.C.T.M. �. 1000 Dole:
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) Nitrict
NAME: ���� t1S n_
M�C�e-Q_..... — Section Block Lot
1 C)I3.Llsil_1_)i�Ca Dl_P: Y'I'hli:N'f 11 1 ONLY -'
_ q42
Contact Information: 2—a
sar%kojiC40*_�y:
..--- ...... ....... _ — __ — ._..
Propel Address / Location of Construction Fork= _.- ....... _... ._. ..-._ ._-.. _. -_ ..._.u_-'_ �_,_
`— Apprvvtd for processing BLiddin Permit.
6_ � V-% DW � CG� \Q VrO Starn uz1Ct Manacer,ent Conirol Plan Not Required.
.....- ._. _. _ __. _ _.
Mt)'I'Ifi\>� 5tarinwater Managen-icnt Cor,tro! ;'fan is tequired.
(. orwoid to is ngineeriiig Deparinrero iur Review.)
Town Hall Annex �� y.� Telephone(631-1802
54375 Main Road Fax(631)734-9502
CD
P.O. Box 1179 N =
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR-TIMBER CONSTRUCTION .
Date: 7--%3)�
Owner: r.n.tAn#.t\ Vx-oNo i e% C o
Location of Property: 3P S Oo GQQ g \Ao\e C• _ ]`'��- �' �',��k
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
X Rehabilitation to an existing 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):
X Floor framing, including girders and beams (F)
T Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): t.^%fA\c-e N
Capacity(check applicable line):
Owner
x. Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED. ROMAN ALPHANUMERIC
_ PANTONE DESIGNATION OF CONSTRUCTION
(PMS)#187 TYPE BASED,ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK*T ATE-x
2•• MIN. REFLECTIVE
A i ,•p, ar,'4 " c1 $' .'� �'�; HITE
4
1/2" STROKE
_._... ................... .._. -•'.:DE$iGNA'i`t�N'�OR'-S7`RUCTttRAL .-... . __.___......._...:.........._......--•----._......--•---_•__--•---
C.MP.ONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS.IDENTf RCATION SIGN
CONPUANCE WITH 19 W.CRR PART,1265t;. :.
rarTOscaE -
CODES DIVISION E)CAA/R-E TRUSS IDENTIFICATION SIGN �.QATE:03/08✓2005
N EVFrYORK S:�T,ATA,PEPARTM ENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
�DEP�f2jbtENj;QF,�;(,tj&
Pontino, Susan
From: mrcolapietro <mrcolapietro@aol.com>
Sent: Wednesday, November 23, 2016 11:43 AM
To: Pontino, Susan
Subject: Permit Extension
Susan,
My building permit #39807 for 3800 Deep Hole Drive, Mattituck will expire on November 26, 2016. Since the
renovation construction is not complete, I would appreciate if you will provide the 6 month free extension. Let
me know if I need to pick it up or if you will mail. Thank you.
Sent from my Verizon, Samsung Galaxy smartphone
1
Pontino, Susan
From: mrcolapietro <mrcolapietro@aol.com>
Sent: Friday, December 02, 2016 8:31 AM
To: Pontino, Susan
Subject: Fwd: Permit Extension
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message--------
From: mrcolapietro <mrcolapietro e,aol.coin>
Date: 11/23/16 11:43 AM (GMT-05:00)
To: "Pontino, Susan" <susan.pontino ,town.southold.n��us>
Subject: Permit Extension
Susan,
My building permit#39807 for 3800 Deep Hole Drive, Mattituck will expire on November 26, 2016. Since the
renovation construction is not complete, I would appreciate if you will provide the 6 month free extension. Let
me know if I need to pick it up or if you will mail. Thank you.
Sent from my Verizon, Samsung Galaxy smartphone
1
rr� Southold Town Building Department
�O�gUFF01,A,COG� P.O.Box 1179 Permit#: 39807
53095 Main Rd
Cm
Southold,New York 11971 Permit Date: 5/28/2015
(631)765-1802 Expiration Date: 11/26/2016
Parcel ID: 115:17-6.1
BUILDING PERMIT RENEWAL LETTER
Dated: 6/5/2018
Applicant: Colapietro, Michael&Colapietro,Robin
Location: 3800 Deep Hole Dr, Mattituck
Work Description: RESIDENTIAL ALTERATION
Alterations to an existing single family dwelling as applied for.
A FEE OF $388.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Colapietro, Michael&Colapietro,Robin
Address: 45-04 189th St
Flushing,NY 11358
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
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AMENDMENT
a
Best Level 2 EV Charger I>mart Charging
Proudly named the "Best Smart EV Home Customize charging settings, see real-
Charger" by Motortrend, InsideEVs and time charging rate, charge during optimal
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The Type 4 enclosure is watertight, Swift and efficient charging for all-electric
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installation. 48 amps with a hardwired setup or 40
amps with a NEMA 14-50 outlet.
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J Smart EV Charger
Safety Featf.es
The Emporia Classic Smart EV Charger is manufactured to meet the safety
criteria defined by these international standards:NEC 625- Electric Vehicle
'), Charging System Equipment;SAE J1772- Electric Vehicle Conductive Charger
Coupler Standard;SAE J3400 - North American Charging Systems(NACS)for
Electric Vehicles; UL 817-Cord Sets and Power-Supply CordsvL 991 -Safety
= f '6 Tests for Safety-Related Controls Employing Solid Devices 2251 -Standard
?I. for Plugs,Receptacles,and Couplers for Electric Vehicles;UL 2594-Standard for
Electric Vehicle Supply Equipment
Genera! Specifications
Input Voltage 15mA to 20mA trip sensitivity to protect against electric shock.
Power Charge 11.51<W(240V/48A)/9.6kW(240V/40A)/10kW(208V/48A)/8.3kW(208V/40A)
Required Breaker Dedicated 50A+dual pole for 40A
Dedicated 60A+dual pole for 48A
Connector Connector 24' cable SAE J1772 or NACS connector with built in UHF sensor that
opens the Tesla charging port
Enclosure NEMA 14-50(up to 40A)with 28"cable, Hardwired (up to 48A)with 3' long conduit
Temp Range -22°F to 122°F(-30°C to 50°C)
Dimensions 320 x 230 x 86 mm
Safety: UL 2594(E528156)
Certifications EMC:FCC,ISED
Efficiency: Energy Star
e1-nporf a 7901 Shaffer Pkwy,Littleton,CO 80127 1 www.emporiaenergy.com 1844-EMPORIA(367-6742
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Design Services
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REPLACE DECKING WITH 5/4X41PE www.mchdesianservices.com
REPLACE RAILING(WEATHERBESTVINIYL) -
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SCALE: 1/411 = 11-011 10).INSULATE NEW EXTERIOR AND INTERIOR W
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NEW WALL
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5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE 12).ALL WALLS AND CEILINGS TO BE PR VID SHE
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_______________ -------------------- ----------------- I Design Services
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O
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E REPLACING DIVEWAY
FOUNDATION PLAN N—�S PROJECT NORTH IF
aLACEDNAGE BE
INSTALLED PER CODE
IF REPLACED DRAWN BY: MH
SCALE: 1/4" = 1'-0" W
9/5/2016
1).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE �A C A
2).REPLACE EXISTING WINDOWS AND DOORS AS SHOWN.ALL SCALE: SEE PLAN
OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES AS REQ.
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3).VERIFY POSTS LOCATION AS SHOWN.ADJUSTAS REQUIRED. �Q. , DER 0
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PLANS
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DONOTSCALF DRAWINGS
ALL RIGHTS RESERVED
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BEDROOM OFFICE DINING
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kY,S.DE", _ 1. FOUNDATION - TWO REQUIRED
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2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
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❑ ❑FI❑ ❑❑❑ Ffl ALL CONSTRUCTION SHALL MEET THE
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STATE. NOT RESPONSIBLE ER FOR
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OCCUPANCY 0R DRAWN BY: MH
USE IS UNLAWFUL
WITHOUT CERTIFICATE 4/15/2015
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of NEW
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OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES AS REQ.
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r--------------- 2)►.GC TO REVIEW EXISTING STRUCTURE FOR REPAIRS AS REQUIRED.. 8),DRAIN PIPES TO BE CAST IRON THROUGHOUT.
______________, WALL TO BE REMOVED 1ST. FLOOR PLAN i
3)I.REMOVE EXISTING SHEETROCK,INTERIOR WALLS AND REPLACE 9).NEW INTERIOR DOORS TO MATCH EXISTING WOOD DOORS. 4/1S/2O1S
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OTHERWISE NOTED. 11). INSULATE CEILING &FLOOR WITH R21
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL E 5)I.ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE 12).ALL WALLS AND CEILINGS TO BE PR f N
[INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6 a 6"] UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION ROCK.BATH TO HAVE MOISTURE-R �. SHEET N O.
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EXISTING WALL
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2).GC TO REVIEW EXISTING STRUCTURE FOR REPAIRS AS REQUIRED.. 8).DRAIN PIPES TO BE CAST IRON THROUGHOUT.
PROJECTNORTH NEW WALL 3).REMOVE EXISTING SHEETROCK,INTERIOR WALLS AND REPLACE 9).NEW INTERIOR DOORS TO MATCH EXISTING WOOD DOORS.
N S AS SHOWN. pp
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DIMENSIONS
XT. INT:O4NEW-1/2A 2LX6REFROM STUDS 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET 4/15/2015
UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION ROCK.BATH TO HAVE MOISTURE-RESISTANT SHEETROCK
PANELS WITH FASTENING HARDWARE UNLESS OPENINGS
HAVE IMPACT GLAZING. 13).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SCALE: SEE PLAN
6).REPLACE AC SYSTEM AND RELOCATE TO FRONT OF HOUSE.VIP. 14).INTERIOR TRIM TO BE REPLACED;1X4 SE CASING w/BAC D,
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DRYWELLS CAPACITY. 507 CU. FT. N S PROJECT NORTH
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NOTES: 1).REMOVE EXISTING ROOF SHINGLES AND UNDERLAYMENT.
1).EXECUTION: 2).REPAIR/REPLACE ROOF STRUCTURE AS REQUIRED.
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND ^/�
2).PRPARATION:
A)E LEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. DIRECTLY TO THE DECK ALONG EAVES. DRAWN BY: MH
B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR / 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT.
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 4/15/2015
METALS WITH PROTECTIVE BACKING PAINT. 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS
WITH ROOF AND SIDE WALLS (TYPICAL).
3. INSTALLATION: SCALE: SEE PLAN
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SH ING
1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2" FOR EVERY 40'OF RUN. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHTJOINTS. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END FT
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS ,�� F NEW y
ACCESSORIES. COMPLETE. P ) DE,��� o SHEET N O.
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3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL USE GALVANIZED (ZINC COATED) ROOFING NAILS,11-12 GAUGE FM AT
CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. LEAST3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH 00 4s, �' w
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLE Nb
4). PROTECTION: AWAY FROM HOUSE CUTTING INTO SHINGLE SURFACE.
A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT A 072 k.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O RIFE NAV u
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SISTER OR REIPLACE AS REQUIRED MIN.(2) 2X10 DF#2 @16"OC
REPLACE SIDING [ALT, (2)7-1/14 ML w/1/4"STEEL @16"Oq [OR C7X9.8 @16'Oq
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t ` (� I� HOUSE ' T AFr n
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2 �►
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) (nO ^ /-��
WINDRORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' N.T.S. A 07` v
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWD-STORY BUILDINGS.PANELS AWL BE PRECUT TO RDAV IL
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND TABLE 16D9.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
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.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
.I I I
NYS ENERGY COMPLIANCE NOTES
FOUNDATION: M C H
CRAWL SPACE: �y
WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE {Generated try R E ch ele ck- fe E;oftwa re Design Services
INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT,
WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS.
1).INSULATE HEADER UNCONDITIONED BASEMENTS: C
0mFft.11P% mtwce Ceftificate
2).SEALEAL D DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. AJ
3).SEAL BETWEEN WINDOW/DOORJAMB AND ROUGH OPENING WITH A CONTINUOUS 2)_INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. www.mchdesignservices.com
BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS '+
3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. phone:
ALONE IS NOTADEQUATE. 4).SEAL DUCTS IN BASEMENT. ; (631)298-2250
5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENTAND THE FIRST FLOOR,
WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE
1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. Small:
BASEMENT DOOR.
2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME Project michael@mchdesignservices.com
AND VOID THE WARRANTY. FRAMING:
PLUMBING AND ELECTRICAL: SEALING BANDJOISTS DURING CONSTRUCTION:
1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. EreTUY C401de: 2010 flew York Energy Conservation
SEALING PENETRATIONS: 2).APPLYADHESIVE TO TOP OF BAND JOISTAND LAY SUBFLOOR OVER. LDCa;S n: Suffolk Coup
ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE.
Ik�11?7t �
BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Cons?--ruc c-i Tyrp--: Single-family
RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Frojert Type: Addition
RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Climate Zone: 4
CONTACT("IC"RATED),AND MUST BE AIRTIGHTAS OUTLINED IN ECCCNYS 502.13. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE.
INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS.
Oa'_
SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS,THE AIRTIGHTNESS P'derm'*Number.
STANDARD OF 20 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK:
ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES.
BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. Canstiuctl'-a a Ste: C r en/Agent: Designer;Con`ractor-
SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: COLAKETRO RESIDENCE
IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER 3EDD D=--F HOLE URIVE
FIRED HOT WATER TANKS,HEATTRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MATTITUCY,New Fork rT�
MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. w
ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: r ,
HEAT LOSS.GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT48"O.C.AND AS NEEDED FOR NAILERS. v
IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING.
3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM.
TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. _a.-.-.---n--°'�°�-YVNY4N6n�w•--__-�-�-�-----°_---�------�° -�--°--� - - - --•--°--- --•-�-w-�••-�-••-.•-•---•• -•----•••-•-•••• •-•- • � �.`,
PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT THIS INCLUDES Compharce: 3_9% Stater Than Code V2ylrium UA: 52 Y=L Uk 49
INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: -rh*%,Pam.crwcrv&Thom Ccdt end&r neFd•:tz haw ear*to ta�iterca tl-i!foam is Enrtd an Coe*E-w-.4-off nits. z
HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. rc OC=S NUr Qrc%id* vF t-4r7f u14 er tv 0rrrrimmff+!t k rot. A w p
HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: O ~�
HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. H
2).SEAL SOFFITAND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Envelope Assemblies
HVAC SYSTEM EFFICIENCIES: 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE.
THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE
ECCCNYS 5032.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ^* ,
MINIMUM EFFICIENCY STANDARDS. JI
ATTACHED GARAGE:
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HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE �.,,�.....,.�r.,,�..,.�,....._:.......:,.w. ,,,_m...��,.,�_.._w.x...,�,,,.�....,..�.,..........__.u..__e.-,,-.�...,.�... ._ ...�....,.... �.....a........ .....,...�...-..��,.�.•.u..._.,.....x.,..n._...._•�,....�...,....,�.,.,.-�:�_...........�„-J
CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE. 101s9: Wood Frarme, 116in_a-c- 212 13.0 'D_€i O.C32 ff �
CONTROLS MUST INCLUDE THE CAPACITY TO BE SETTO 55 DEGREES OR LOWER 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM
(FOR HEATING)AND/OR 85 DEGREES (FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. 14ir dovr:Woad Frame,2 Pere wP Law-E 100 0.320 32 r a
HEATING AND COOLING SIMULTANEOUSLY MUST HAVE ATEMPERATURE RANGE(OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ri
LEAST DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIERTO THOROUGHLY Fluor:All-Vload Juis`,eeiv=Over Unrand_Space 35 21.0 0-0 0.044 +4
SUSPENDED OR REDUCED,SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITYTO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS.
PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVE Ceif'sno: F1et or S6ssor Truss 35 21.0 0.0 0.047 +4 A
HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: /, 0
TEMPERATURE. USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT w
ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. Corr.,p!iarsce Sta4'__m.ent- The prapa.el 6U1ding design Jescribed Eerie iv caq--istent writ%6e buircnno p7ers, specrficestions,and other
VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUTDOWN,AUTOMATIC OR calcvAetions subr-4tted w°`. t� a permit application.The propozel budding hes beev, designed to meet the 20LD New Yorklcrergy
GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: iConservat-cn Ce-s3 trucfon Code recsiremer is in FESchack Version 5.5.0 arty to comply with the mandatory requirernen-:listed ir, 00
1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. the R.ESrhieck Inspection Chec�st. � co
DUCTS AND PIPES: 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE O
DUCTAND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES.
UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 5033.3.FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. s rn e- hie 5 signature ate U
R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3)
DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES KNEE WALL SUPPORTING ROOF:
MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO
THE INSULATED ENVELOPE OF THE HOUSE. PREVENT WIND WASHING.
IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES.
R-14 RIGID INSULATION BETWEEN DUCTAND EXTERIOR SHEATHING. BAFFLES ARE TO CONTINUE UP RAFTERS PASTTHE KNEE WALL INTERSECTION.
3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR
'DUCT SEALING: WALL PLATE.
DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION:
PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUSTALSO BE
SEALED.ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT:
MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULLTHICKNESS,NOTCOMPRESSED,AND
TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES.
UL 181B MAY BE USED FOR FLEX DUCTS.DUCTTAPE IS NOTALLOWED FOR DUCT
SEALING. FILL THE CAVITY
INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING
WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL
WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAYTO JOISTS ON BOTH SIDES WITHOUT GAPS.
WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE n n
TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUTAROUND OBSTACLES: DRAWN BY: MH
INSULATION SHOULD BE SPILTAROUND WIRES AND SMALL PIPES;CUTAROUND
REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS
EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET ITTO FIT /i /
THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT Froject Title: Report date: �3� 2115 '41S 2015
AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY DOCUMENTATION OF R-VALUES: Data filename: Pagel of 6
IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE
VENTILATION: INSTALLED SO THATTHE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. SCALE: SEE PLAN
MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS:
THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE
VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA
KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM SHEET N O.
INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: of NCtV
A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. DE O
2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE.
3-?
oAR�FESSI
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLAT
ION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY" Design Services
KING STUDS
www.mchdesignservices.comhone:
ENDWALL RAFTER WALL STUD
CRIPPLE STUD p
BOTTOM PLATE
RIDGE (631)298-2250
HEADER LEDGER BATHTUB
DOUBLE JOIST email:
SIDEWALL_6;�4 1�
michael@mchdesignservices.com
RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS JACK STUDS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1A/4"x24"20ga.STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 I LS26 118ga.SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
THE FLOORS TO EACH OTHER W/THREADED ROD. JALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS N48'•OC BARRIER TO LAP FLASHING 20 SOFFIT JOIST r♦'�
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA w
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER
ROOFING TO AVOID SOAKING
INSTALL 4'0"O.C. /,�� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION-
ON ALL OPENINGS ; PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD �/ J z
INSTALL4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIONV OPENINGS OF S4INCH IN DIMENSION. $OFFITED EAVE
8"-14" LSTA30 1-1/4"x30'18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR ACTION CONNECT TO
ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C.
14"-16" LSTA36 1.1/4"x36"18ga.STRAP AND JACK STUDS , 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O
ON ALL OPENINGS �,� KEEP ROOFING NAILS OUT EACH RAFTER SOFRTED EAVE DETAIL rT,
2ND.FLOOR WALL ". , OF FLASHINGC)
W !�
ROOFING LAPS BASE 1�
L'LFLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER / \ RIDGE CAP OF SAME UMMMEW W A
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING .�
SHINGLES AT BASE MIN.4 INCHES I THROUGH VENT W
WOOD JOIST O a01
< 0
TOP PLATE GIRDERIHEADER /4k* � V
SIDE: UJ>4LL FLASHING & w
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OG
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WOOD JOIST
WALL STUD -
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 80 RAFTERS ��1 F•'�'1
INSTALL 4'0"O.C.
AS TO FORM DRAINAGE CHANNELS AND uj
rT,
w W
4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" w rl
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH uu r
RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ^ rl INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO
8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS f
ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.f REDUCE BUMP OUTS 1 O
DBL.SILL PLATE �W/�
TERMITE SHIELD I �---SUBFLOOR C J a
SILL GASKET WOOD JOISTS
TYP.CONC.FOUNDATION n CONC.SLAB NEOPRENE ,,. i
DAMPPROOF EXTERIOR 6 MIL.POLY ° ,i v° GASKET i '� � I 2x6/2x8 CONTINUOUS WOOD PLATE 0
V i BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR GRANULAR FILL ` �
s , , p - < I 1/2"DIA. BOLTS s 48"o.c.STAG.
v A / STEEL COLUMN _
.p ° 4 I ° !q ,D -D C ROOF JACK `��
" CONC.SLAB p °,° i \� STEEL BEAM
V COMPACT FILL 1 4"x 114"x 8"STEEL
p p ROOFING LAPS �� TOP AND BOTTOM PLATE WITH I/2"x C."ANCHOR BOLT
KEYWAY FOOTING P v n ° C•' p ,q •p ,' FLASHING AT .`e•° CONC.FIG. USE° •o ANCHOR BOLT CONNECTION WITH 3x3 SQUARE WASHERS SIDES AND TOP ` WITH GROUT
(USP LBPS58 OR BP583) ��
< p REINFORCING BAR" 5/8"DIA,ANCHOR BOLT 3"STEEL COLUMN
FOUNDATION
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTINGI MAXIMUM SPACING FLASHING LAPS _ I i (10 KIPS
'
� SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
SL1 STORY 72"OC II
(CRAWL SPACE OR FOUNDATION
TYPICAL LONG.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 67"OC
SLAB-ON-GRADE ROOF JACKS < VENTS DETAIL
CONC.SLA13 / I DOOR FRAME �-SUBFLOOR
6X6 10110 WWM
CsORACs��„
COMPACT FILL � DOOR I Q--JOIST
USEFOR BLOLKOUT STEEL BEAM
FOR BL DRAWN BY: MH
•<' 4"SLAB `a (
- SLOPE
P.T.PLATE /6X6 WMM
1/2"AIR ACE �`� I e 4°DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
AT END AND a, "• `1 In1 '•'.•n• .. : (WITH A NAILING PLATE IF NEEDED) 4/1 5/2015
DES OF WOOD p • TO BE APROX,1/2"OR HIGHER THAN
GRADE q '"-'u""u-'-- D s . •. STEEL BEAM TO ALLOW FOR SHRINKAGE
C„ " q ° q •- q D BEAMS ° C °
12" 6X6 W.W.M. °— q—••— q ; q <1 ° • q "• > • n•.p — (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
I
MIN. /%D n D • L),. L^'4 /!' ° o �-\NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM! p• C s. -SUBFLOOR SCALE: SEE PLAN
• q REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM D > • '°
DRAIN TILE I� �I •D • REINFORCING BAR 'a,° : C 4•° '°•> '° -I I ��JGIST
O• ,O• �7
12" ° • S14EET
POINT
WITH CONCRETE OR CONC.BLOCK OF `) S L BEAM
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)+4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° °° SHIMS TO LEVEL BEAM P
REINFORCE FOOTING WITH(2)«4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM r y SHEET N O•
GARAGE DOOR BLOCKOUT �p�y , pEfR/rO
BEAM POCKET 0
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Design Services
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION
. -.I x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
JOINT DESCRIPTION NOTES IBUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL www.mchdesicinservices.com
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL 50. FT. OF CONSTRUCTION phone:
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST V WALL:3-8d COMMON EACH
Y 9 9 P P TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST I (631)298-2250
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 CRITERIA PRESCRIPTIVE AS PER N.T.S. RESIDENTIAL CONSTRUCTION GODS AND
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP' NAIL CURRENT SBC HIGu WIND EDITION wooD FRAME CONSTRUCTION MANUAL
email:
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 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES michael@mchdesignservices.com
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP' NAIL EXT. BALCONIES 6000LLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM-SBC END) NAIL
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10
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 ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER 2-8d COMMON END) NAIL DESIGN LOAD CALCULATIONS
3).Dimensions shall take precedent over scaled drawings. (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2 16d COMMON EACH) END ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill late,or bottom late with uplift TO RAFTER END) NAIL
P P P WALL FRAMING: ROOMS (SLEEPING) 30
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 STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
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 NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200
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 OTY• SPACING
P 9 P q EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE F040T SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS STUD TO 2�t" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.1C. NAIL S
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION y
m.:
7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"(O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specked HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x(6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST,2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOTSEE NOTE:1,2 Z
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD `/
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) NAIL NAIL ^/
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES � W
QTY. SPACING MODERATE SLIGHT TO O
2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE
3).Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE
JOIST TO: PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: I""I
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
4.An new concrete walls bean attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O
Y 9 9 2-8d COMMON
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST ENE) NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING FJ�CIH TOE
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 ^~
9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs � � W
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EADH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JQrS1T NAIL O I�
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PERt TOE NOTES �J Q r ,
7).Damppro exterior foundation with bituminous coating as per TO BEAM JOIE'T NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W x �•/
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shalt be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PERt END F--�
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 COMMON �J
JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ^ -
8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER2 TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOO'iT SEE NOTE;1
FRAMING NOTES g 2).Tabulated 12 inch with
nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1111111
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into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF HEAT I 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 NAIL NAIL A
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION 1�" 1�1.
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For t O
Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall r e 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. w�.�.�
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8
STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 000
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES M 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. JOINT DESCRIPTION O
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS)
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
( ) g WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON 6"
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all @ O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 v
6).Concrete piers shalt be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists.
PLUMBING NOTES PANELS WFCM-SBC be used.
7/16"OSB 3"O_C.EDGE
6).Double up floorjoists underwalls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential
PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD
2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE"
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION
P q 9 P P fy QTY. SPACING
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE
1"OR LESS EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. 8d COMMON
HVAC SYSTEM NOTES 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1 .Mechanical subcontractor is responsible for adhearin to all applicable codes and safe 2.USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
COX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) P 9 PP safety NOTES: )
requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCI(ING REQUIRED DRAWN
adhered
Unless otherwise noted use 3/4"thick T&G PTS Fir or A fished o plywood stalled 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Q DRAWN BY: M H
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space.
11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided In wood-frame construction in the following locations. �I/i C/�O i
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher `T 1 J 1
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SCALE: SEE PLAN
12).All roof with a pitch less than 4:12 shalt be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs.approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted
to be reduced tot-16d nail per foot. Z).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. F N E
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. w Y
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �j�PF. )' DEE,q/I' ,�. SHEET N O.
under stairs shall comply with N.Y.S.Residential Code. OJ,�
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of r- ,
. 4:f
flame and products of combustion. W� 2
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.
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