HomeMy WebLinkAbout44284-Z � guFF0t, ��. Town of Southold 12/8/2020
P.O.Box 1179
' 53095 Main Rd
p� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41663 Date: 12/8/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 2200 Glenn Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 78.-2-39
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/4/2019 pursuant to which Building Permit No. 44284 dated 10/11/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issuedd is:
addition and alterations, including deck exstension and den above garage, to an existing single family dwelling as applied
for.
The certificate is issued to Gunzberg,Janet&Gregg
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44284 2/6/2020
PLUMBERS CERTIFICATION DATED
th rize gnature
a�FEo�K TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 44284 Date: 10/11/2019
Permission is hereby granted to:
Cortale, Joseph & E. Jane
2200 Glenn Rd
Southold, NY 11971
To: make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
2200 Glenn Rd, Southold
SCTM # 473889
Sec/Block/Lot# 78.-2-39
Pursuant to application dated 10/4/2019 and approved by the Building Inspector.
To expire on 4/11/2021.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $446.40
CO -ADDITION TO DG $50.00
Tot $496.40
Building Inspec or
Form No_ 6
TOWN OF SOUTHOL.D
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:
I_ 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
1. 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) 1,� �+,
Location of Property: 2.2-Od 64,e ✓`� 'R b SOI -O
House No. Street Hamlet
Owner or Owners of Property: r-r'-GC
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: Temporary6u�_Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
residing at
(Print property owner's name) (Mailing Address) Qn
do hereby authorize 0w\n,�, (L a
(Agent)
to apply on my behalf to the
Southold Building Department.
90
(O er's Signa ) (Da e)
zz6c Anaac�J�-
(Print Owner's Name)
j
QF S®(/jy®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G� Q sean.devlin(cDtown.southold.n
Southold,NY 11971-0959 y'us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To Janet Gunzburg
Address: 2200 Glenn Rd city Southold st: NY zip: 11971
Building Permit#. 442$4 Section. 78 Block: 2 Lot. 39
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor, DBA: Hart Electric NY Inc License No: 53959-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor Pool
New X Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan 2 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures Combo SD/CO 2
Other Equipment:
Notes Finished Room Over Garage
Inspector Signature: Date: February 6, 2020
S.Devlin-Cert Electrical Compliance Form As
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' OF SOUTyO� ^ r
TOWN OF .SOUTHOLD BUILDING DEPT.
°�ycourme�` 765-1802
r I=NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATIONAA`G [ ] PRE C/O
REMARKS:
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DATE INSPECTOR
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# TOWN OF SOUTHOLD BUILDING DEPT.
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765-1602
INSPECT-1 -
[ ] FOUNDATION 1 ST [ ] R GH PL13G.
[ ] OUNDATION-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:
-r
-*WManme- 0
L
DATE Il �' °I INSPECTOR
OF SOUTyoI LA L, 2 u 2ZD 0 Q/e/7
# # TOWN OF SOUTHOLD-BUILDING,IDEPT.
u765-1802
-INSPECTION' , =z
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING r
[ f FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: -
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DATE 22 INSPECTOR '
qqAjIV SOUlyolo
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycOUMr��' 765-1802
= =
INSPECTION- ,-
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FOUNDATION 1ST [X] RO GH PLBG.
FOUNDATION 2ND [ LATION/CAULKING
FRAMING /STRAPPING [ L
[ ] FIREPLACE &"CHIMNEY- : [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE -INSPECTOR Vw�,
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LI ALy OF SOUTyo!
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# TOWN' OF SOUTHOLD BUILDING DEPT.
°`�cnurm 0 765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND -_ [ ] ULATIOWCAULKING
[ "] FRAMING /STRAPPING [ FINAL
[ ] -FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION '
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
pi
DATE Nho_>o INSPECTOR
FIELD INSPECTION REPORT -DATE COMMENTS
FOUNDATION (IST)
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------------------------------------
FOUNDATION (2ND) con
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ROUGH FRAMING&
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PLUMBING
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INSULATION PER N.Y. H
STATE ENERGY CODE
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FINAL ( '
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALh -• -e` - Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 Survey
Southoldtownny.gov •PERNIIT NO. Check
Septic Form
N.Y.S.D.E.C.
A
Trustees
C.O.Application
Flood Permit
Examined 20, Single&Separate
Truss Identification Form
Storm-Water Assessment Form
r Contact:
Approved 120 Mail to:
Disapproved a/c
Phone: 6"` q q g,— 5t7q
q
Expiration ,20 ,a®�
Bui ding vector
{
j OCT -.4 2019 APPLICATION FOR BUILDING PERAHT
�,� k, ; Date , 20
,K- { - T s" 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 available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.'Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
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 alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
c
(Signature of applicant or name,if a corporation)
zs - tom_ Re'Utl e, RJ.? (0,0
(Mailing address of applicant) -
r\Slate whether applicant is ownr, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
�r—0,--1-Gv� c.ri S-
Name of owner of premises G'r U y^Z 6u r
(As on the t roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ' - t-(3 5 L
Plumbers License No.
Electricians License No. A E--- S 31591'
591'
Other Trade's License No.
1. Location of land oon+which prop sed work will be done: `
House Number Street Hamlet
County Tax Map No. 1000 Section Block ,� Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 2 FAmi-Y AF-Soutrri.Acr
b. Intended use,and occupancy. I ��me,dtbr►~�g�.
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
' (Description)
4. Estimated Cost 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.
7. Dimensions-of existing structures, if any: Front Rear, Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth - Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height -Number of Stories
9. Size of lot: Front Rear. _ Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES NO v1
14.Names of Owner of premises Address .,hone No'.
Name of Architect ` (�,�� .g,t k Address ' °" 1 Phone No 1�?,1 �1..
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES r/` 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
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide.survey,to scale,with accurate foundation plan and distances to property lines.
7. elevation'at any point on property is-at 10.feet or below, must provide topographical data on survey.
Are there any covenants and restrictions with respect to this property? * YES NO
IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being.duly sworn, deposes and,says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE0 SUNS& '
Notary Public,State of New York
(S)He is the No.01 BU6185050
(Contractor,Agent, Corporate Officer, etc.) Opommisslon Expires April 14,�Qc�D
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.
STTpt�o before me this
day of 20
n
Notary Public Signature of Applicant
'01 BUILDING DEPARTMENT-Electrical Inspector
a
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Nt'
Telephone (631) 765-1802 - FAX (631) 765-9502
ro-gerr@southoldtownny.gov— seanddsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION.
ELECTRICIAN INFORMATION (All information Required) Date: 10/18/2019
Company Name: Hart Electric NY Inc.
Name: Brian Hart
License No.: ME-53959 email: hartelectricny@gmaii.com
Address: 17 Amelia Place,_West Sayville,--New York 11796
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name: -Mr. Gunzburg
Address: 2200 Glenn-Road, Southhold
Cross Street:
Phone No.:T
, (631)834r4245
Bldg.Permit#: 44284 email: tbodo4@aol.com
Tax Map District: 1000 Section:_78 Block: 2 Lot: 39
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?-. �ES -NID RoughInFinal
Do you need a Temp Certificate?: YES / NO Issue n
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# ,
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead
W Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information: Finishing Room Over Garage- 600 Sq
i be
PAYM-ENT-QUE-WITH-APPLICATION
OCT 2 5 2019
qqj$tqirTfiVpption Foffn As
BARCr111!VA>\`D Sf1LEDEED with C'ovenarrt a aiast Grantor•',flcts
THIS INDENT.IIRE, made the 19"' dal, of September in the year 2019
BETWEEN
JOSEPH A. CORTALE and E. JANE CORTAL.E, residim, at 2200 Glenn Road.
Southold. NY 11971. party of the first part and
JANET.GUi'NZ43URG and GREGG (�UNZBL'R(z, residing at J29 Quaker ridge
Road, Manhasset. NY I IW10,,party of'the second part
WiTNESSly"I Il: that the party oh the fiat part in considccation often-dollar s-aiid
other valuable consideration paid,by the party of the second part. does hereby grant and'
refeasc`unto=the'party oI'the second,part. the lie' ar successors-°and assigns of-the`partp
of the second part, forever, ,
ALL that- certain` plot, piece or parcel of land, "ith . the buifdlings- and eE
improvements thereon erected. situate. lying and being in the .
(sec attached schedule "A-).°
BEING AND INTENTED TO BE THE SAME PR'ENUSES CONVEVED,T0, e Tim—PARTY OF THE TIRST PAWI' BY DEED, I) A1'.EI) AJJGIIST�(, 4999 A'Nzt) `
,><2iiCORDED ;8EP'E.;,�hBE1'�._I4, 1999 IN LIBER t i9 PAGE=9�0 AT TIE a
O:I FJCE�OF THE COUNTY CLERK,COUNTY O9+ SUFFOL.K,-STATE 6 MINI`EW. _- ";
YORK',', „ .
TOGETIIER-,A't1i al right.'bile and interest, if.an'y, of the party,cif the t`
of, in and to any streets and roads'abuttill g the above described:premises.to the center: !
IirLcs-tbereo`f, TOOrTIJER ,with,the,appurtenances,and all the-estate ,in rights' of, the
.party of the"first part in arid-to"said l5rernises; TO HAVI"ANDTO llOL,D the premisesy .
hercin�.grantcd�uilto.the,panty of the scc<ind part. the heir's or successors and assigns.cif rthe-
1;arLyof,thl secondrpart forever:
AND.tht party of'thc first .part covenants that the ptirty bf.thex f,yrst part'has not
b . '
Way or'suffer4anythinwhereby the-said p.crnises have b6cn,epcculibered:111 ahy
„vvtiatsciever,Except as aforesaid. °
AND the harty'bf t11e 1i -part. in compliance �tiith°Section, 1.3'of the I ie1i Lawn,
covenants that-the hattyr of,the first Bart will receive the considdration for this,conN-eyaiice
and 1��ill`pend the,ri-ht to�receive`such.consideration as a.trusC fund to'`t�c.applicd first tiii
-the ;purpc?sc of pa in�` thin-,costo-l' the improvement and will.ap(jlv_`same-first�'tt'Jhc
payment of the cost of the impr6vement before usinganyv part of fihe,fbtal of"the,same lot
any ether purpose.°
1'lae word "party" 'shall be construed as if it read "parties" w-hene��er the sense of
this indenture so requires. '
IN WITNESS WHEREOF. the party of the first part has duly eXCcuted this deed
the day and year lust above written.
1N PRESENCE OF:
f
JQKEPH A. CORTALE
ri
F.. JANE,CORTALE
STATE OF NEW YORK
COUNTY OF SUFFOLK
On the 19111 day of Septernber, 2019 belorc n1c, the undersigned. personally
appeared JOSF?PIi A. CORI`ALF, personally known to the or proved to tile on the basis
of satisfactory evidence to be the individuals) whose namc(s) is (are) subscribed to the
within instrument and acknovvlcd�,ed to ole that llC/ShC/they executed the same in
his/her/their capacity(ics), that by his/hen'their signaturc(s) on the instrunlcnt, the
individual(s) acted_ executed the instrunlcnt before notary in Suffolk County and State Of
New York.
ME
L RORCASTATE OF NEw YORKNotary Publico.01I-I04R09t87 Suffolk Countyxpires February 28,20�3
STATE OF NEW YORK
COUNTY OF SUFFOLK
On the lcir" dati of September, 2019 before rne, the undersigned, personally
appeared E. JANL CORTALE, personally known to the or proved to me on the basis of'
satisfactory evidence to be the individuals) whose name(s) is (are) subscribed to the
vvithin lnstrLltnetlt and acknowledged to nle that he/she they e,\ccuted the same in
his/her./their capacity(ies). that by his/her%their signat.urc(s} on the instrument, the
individual(s) acted, executed the instrument before notary in Suf'f'olk County and State of'
New fork.
KAREN L HORCH
Notal-, Public _ NOTARY PUBLIC,STAVE OF NEW YORK
Registration No.011104809187
Qualified in SuMblk County
My Commission Expires February 28,2023
I N
Stewart Title hisaaraitce Contpaaty
Title Number: CORE24351
Page 1
SCHEDULE A DESCRIPTION
ALL that certain plot, piece or parcel of.land, situate, lying and',being at Southold,.Suffolk
County, New York,-known.and designated as Lot No:22 on a=certain (nap,entitled,,"Map of
West Creek°,Estates, Property of Ernest E and Harold W: VVilsberg;,situates at Southold,
Suffolk County, New York" and filed,in the Office of the Clerk of„the County;of•Suffolk on
August'19, 1963 as Map No.'3848.
For Information`only: Premises,is known as 2200 Glenn Road;South:old,;NY
Todd O'Connell Architect PC Invoice
1200 Veterans Highway, Ste 120
Hauppauge,NY 11788 Date Invoice#
9/27/2019 19,4262
Bill To
Janet Gunzburg
129 Quaker Ridge Road
Manhasset,NY 11030
P.O. No Terms Project
Due Upon Receipt
Item Description Est Amt Prior Amt Prior% Qty Rate Curr% Total% Amount
50 Cont.... Completion of Construction 1,000.00 1 1,000.00 100.00% 100.00% 1,000.00
Documents
55 Addit... Increased scope of work:deck 750.00 750.00
extension
Total $1,750.00
Payments/Credits _$1,000.00
Balance Due $750.00
NYSIF
New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129
nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
o- - ra
^^^^"^ 475247905
V.
ATLANTIC AGENCY HUNTINGTON INC
1469 DEER PARK AVE .
NORTH BABYLON NY 11703
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
THOMAS BODO CONTRACTING INC TOWN OF SOUTHOLD
25 SCOTT DR. 53095 ROUTE 25
MELVILLE NY 11747 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12403123-9 360968 11/16/2018 TO 11/16/2019 9/27/2019
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2403123-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COMICERTICERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
PRESIDENT
THOMAS BODO
OF ONE PERSON CORP
THOMAS BODO CONTRACTING INC
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
�in�rnnT�n��.u�een�o. enee�000nn
SURVEY OF LOT # 22
CERTIFY TO: SITUATE
SOUTHOLD
STEwART TITLE TOWN OF SOUTHOLD
ICOMPANY. SUFFOLK COUNTY, NEW YORK
MAP OF WEST CREEK ESTATES
CORE TITLE SEF2.VICES, LLC FILED:AUGUST 19,1963
0 30 ' (TIT(—E # 243,51). AS MAP#3848
*JANET C�ItNZgt�RCl.
SCTM # 1000 -78 -2 -39
AREA = 23,173 Sq.ft. {To Tie Line} �l�E�,�i �iliNZgL�Rct. f
0.53 Acres.
■= concrete monument found
•= 1 Inch pipe found GLENN ROAD
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SEAR hHRMANORVILLE N.Y.11949 THE OOSEMESORPG
SURVEYED: AUGUST 12, 2019 —N—IFWPSOFWUAMEM
(631)-874-0400 AND PROVOEDTOTHEsR
GENERAL CONDITIONS
UNLE55 OTHERN15E NOTED, GENERAL FRAMING AND ROUGH CARPENTRY 2015 IEGG -AIR LEAKAGE: r
CONDITIONS OF THE CONTRACT FOR JOISTS RAFTERS AND STUDS SHALL -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOAD5* AS PER A50E 7-05
CONSTRUCTION, AIA DOCUMENT-201 BE CONSTRUCTION GRADE DOUGLAS OTHER SUCH OPENINGS IN THE
4/87 SHALL APPLY. THE CONTRACTOR FIR-SOUTH SELECT STRUCTURAL. ALL BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD e
SHALL OBTAIN GERTIFIGATE OF WOOD SILLS AND WOOD IN CONTACT SOURCES OF AIR LEAKAGE MUST BE (psf)
OCCUPANCY. SUBSTITUTIONS SHOULD WITH MASONRY SHALL BE AGO. ALL71;UllI
SEALED. G E I L I N G 5 t t�t
NOT BE MADE WITHOUT WRITTEN EXTERIOR SHEATHING SHALL BE 1/2 -RECESSED LIGHTS MUST BE TYPE IG
AUTHORIZATION BY THE ARCHITECT. GDX DOUGLAS FIR PLYWOOD. RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-In.) 7.0 I .r
THE PREMISES SHALL BE KEPT SUB-FLOORS TO BE 3/4" GDX PENETRATIONS, OR TYPE IG OR NON-IG 0YP5UM BOARD (5/&-in) q.0 TODD
REASONABLY GLEAN AT ALL TIMES. PLYWOOD EXTERIOR SHEATHING TO RATED INSTALLED INSIDE AN 5U5PENDED STEEL CHANNEL 5Y5TEM 2.0 O' OPIFLL, �
AT THE COMPLETION OF WORK, THE BE COVERED WITH "TYVEK" HOUSE APPROPRIATE AIR-TIGHT ASSEMBLY G O V E R I N G S, ROOF, AND WALL 1200 Veterans Memorial Highway
CONTRACTOR SHALL REMOVE ALL WRAP OR APPROVED EQUAL. BLOCK WITH 0.5" CLEARANCE FROM Suite 120
WASTE MATERIALS, TOOLS, RUBBISH, STUD WALLS AT 1/2 STORY HEIGHTS COMBUSTIBLE MATERIALS AND 3" ASPHALT SHINGLES 2.0 Hauppauge,NY 11788
ETC., GLEAN GLASS AND LEAVE WORK AND AT ALL UNSUPPORTED EDGES OF CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 P(631)650-6666
BROOM GLEAN UNLESS OTHERWISE PLYWOOD. PROVIDE SOLID BLOCKING PLYWOOD (per 1/2-1n) 1.6 F(631)650-6667
SPECIFIED. THE CONTRACTOR SHALL AND DIAGONAL BRACING OF FLOOR VAPOR RETARDER:
CARRY WORKMAN'S COMPENSATION JOISTS AT &' O.G. MAXIMUM AND -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-in. 0.15 C(516)658-0325
<,. ... ;
AND GENERAL LIABILITY INSURANCE. SOLID BLOCKING UNDER ALL SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7
ALL SHALL COMPLY WITH STATE AND UNSUPPORTED EDGES OF PLYWOOD. CEILINGS, WALLS, AND FLOORS.
LOCAL CODES AND ORDINANCES. THE ALL GAP PLATES TO BE DOUBLED BITUMINOUS, SMOOTH SURFACE
CONTRACTOR SHOULD FULLY AND NAILED BOTTOM GAP PLATED TO MATERIALS IDENTIFICATION: WATERPROOFING MEMBRANE
GUARANTEE HIS WORK AND THE WORK END OF STUDS. LAP GAP PLATES AT -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FINISHES
OF HIS SUBCONTRACTORS FOR A CORNERS. WHERE FLUSH FRAMING INSTALLED IN ACCORDANCE WITH THE �; A
PERIOD OF ONE YEAR CERAMIC OR QUARRY TILE (3/4-In.)AFTER OCCURS, USE MIN. I6GA SHEET METAL MANUFACTURER'S INSTALLATION 16.0
COMPLETION OF THE PROJECT UNLE55 JOIST HANGERS BY TECO ON 1/2-In. MORTAR BED
OR INSTRUCTIONS.
OTHERWISE SPECIFIED. ALL WORK APPROVED EQUAL. ALL CORNERS TO -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, -7/7-In. 4.0
SHALL BE PERFORMED IN BE MINIMUM 3/2X4 STUDS. HEADERS IDENTIFIED SO THAT THE COMPLIANCE t
AGCORDANGE WITH GOOD BUILDING SHALL BE MINIMUM 2/2X6 UNLE55 CAN BE DETERMINED. LINOLEUM OR ASPHALT TILE, I/4-in. 1.0
PRAGTICE5. THE CONTRACTOR SHALL NOTED ON PLANS. MINIMUM BEARING -MANUFACTURER MANUALS FOR ALL SUBFLOORING, 3/4-in. 3.0
INDEMNIFY AND HOLD HARMLESS THE FOR STUDS, JOISTS AND BEAMS SHALL INSTALLED HEATING AND COOLING FLOORS, WOOD JOIST (noZoster) 12-In. I6-in.
OWNER, ARCHITECT, AND THEIR BE 3 1/2". USE DOUBLE JACK STUDS EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) p O.G. O.G.
AGENTS AND EMPLOYEES FROM AND FOR HEADERS OVER FIVE FEET IN HEATING EQUIPMENT MUST BE S
AGAINST ALL CLAIMS, DAMAGES, LENGTH. PROVIDED. 2x6 b 5
L05FS AND EXPENSES, INCLUDING -IN5ULA71ON R-VALUES AND GLAZING 2x8 b b
ATTORNEYS FEES ARISING OUT OF OR NOTE: ALL NON-ENGINEERED LUMBER
RESULTING FROM THE PERFORMANCE TO BE DOUGLAS FIR #2 OR BETTER MARKSU-FACTO MUST UI CLEARLY 2x10 6
OF THE WORK PROVIDED THAT ANY MARKED ON THE BUILDING PLANS OR 2x 12 8 7 ZONINO I �
SUCH CLAIM, DAMAGE, LOSS OR INSULATION SPEGIFIGATIONS. IY1
EXPENSE (A) IS ATTRIBUTABLE TO ALL EXTERIOR WALLS AND ROOFS FRAME PART I T I ONS
SHALL BE INSULATED WITH FOIL DUCT INSULATION: WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 TO1�N OF SOUT HOLD r
BODILY INJURY, 51 GKNE55, DISEASE N
FACED FIBERGLASS BATT INSULATION -SUPPLY DUCTS IN UNCONDITIONED
OR DEATH OR TO INJURY TO OR BY JOHN MANVILLE OR APPROVED ATTICS OR OUTSIDE THE BUILDING FRAME NA L L 5 Z #
DESTRUCTION OF TANGIBLE PROPERTY EQUAL, FOIL TO BE PLACED TOWARD MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS:
SECTION: -75 BLOCK: 2 LOT(S): ��
(OTHER THAN THE WORK ITSELF WARM SIDE. PROVIDE 11/2" RIGID -RETURN DUGT5 IN UNCONDITIONED -I
INCLUDING THE LOSS OR USE 2x4 ® I6-in., 5/8-In. GYPSUM, N
FOAM INSULATION ON ALL EXTERIOR ATTICS OR OUTSIDE THE BUILDING 11'0
INSULATED, 3/8-in. SIDING z
RESULTING THERE FROM). (B) IS FOUNDATION WALLS FROM FOOTING MUST BE INSULATED TO R-4. ZONE: R-40 REQUIRED O }
CAUSED IN WHOLE OR IN PART BY ANY TO 6"BELOW FINISHED GRADE UNLE55 -SUPPLY DUCTS IN UNCONDITIONED 2x6 ® lb-in., 5/8-in. GYPSUM, Z
NEGLIGENT ACT OR OMISSION OF THE OTHERWISE SPECIFIED. CARE SHOULD SPACES MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING 12'0 LOT AREA 40,000 50.ET.
CONTRACTOR, ANY SUBCONTRACTOR, BE TAKEN NOT TO DAMAGE -RETURN DUCTS IN UNCONDITIONED
ANYONE DIRECTLY OR INDIRECTLY FOUNDATION WATERPROOFING. SPACES (EXCEPT BASEMENTS) MUST IEXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 LOT NIDTH 150 ET.
EMPLOYED BY ANY OF THEM, OR BE INSULATED TO R-2. * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR
ANYONE FOR WHOSE AGT5 ANY OF GLASS WINDOWS AND DOORS -INSULATION 15 NOT REQUIRED ON PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES FRONTAS E 1-75 ET.
THEM MAY BE LIABLE REGARDLESS TO BE INSTALLED AS PER SECTION RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A ° Fz v w` ►�
OF WHETHER OR NOT IT IS CAUSED IN R305 OF THE RESIDENTIAL CODE OF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. FRONT YARD 5O ET. o Q o
PART BY A PARTY INDEMNIFIED N.Y.5. ALL OLA55 15 TO BE INSULATED DUCT CONSTRUCTION:
HEREUNDER. ALL MATERIALS, LOW-E UNLESS OTHERWISE SPECIFIED. -ALL JOINTS, SEAMS, AND 2016 EGG OF NEW YORK STATE: RREAR YARD 5O ET. y a�Q z R_N, Q
ASSEMBLIES, AND METHOD OF GLASS SUBCONTRACTOR SHALL NOT CONNECTIONS MUST BE SECURELY -
R401.3: PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE S 1 IDE "'ARD 3 0 p ,L°, °N z a o V
BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN (MIN) I5 FT. o y
CONSTRUCTION INCLUDING BUT NOT INSTALL GLASS UNTIL PROPER FASTENED WITH WELDS GASKETS Qzz*-' "-' m 0
THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE SIDE YARD (,4CC) 35 ET. SU=Z
LIMITED TO FORM-WORK, CLEARANCES ARE PROVIDED. ALL MASTICS (ADHESIVES), BUILDING. <IN om'2- z 13
BLOCK-WORK, FRAMING, NAILING, SLIDING OLA55 DOOR5, 5KYLIGHT5 MASTIC-PLUS-EMBEDDED-FABRIC, OR o i� Q ?��Q L2±J
PLACING OF CONCRETE, ETC. ARE TO Q Q w z°
AND/OR WINDOWS AS REQUIRED BY TAPES. DUCT TAPE IS NOT BU I LD I NC HE I CCHT 35 �T./2 STORY Q o
R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE z, Q o °
BE CAREFULLY SUPERVISED BY THE CODE SHALL BE INSULATED PERMITTED. w► �u
WEATHER-57RIPPED AND INSULATED TO A LEVEL EQUIVALENT TO w w n
CONTRACTOR TO BE SURE THEY ARE TEMPERED GLASS. ALL GLASS DOORS EXCEPTION: CONTINUOUSLY WELDED LOT GOVERACE 20 % �;
THE INSULATION ON THE SURROUNDING SURFACES. RffloRim
' Q °
IN ACCORDANCE WITH THE DRAWINGS, AND WINDOWS SHALL BE INSTALLED IN AND LOCKING-TYPE LONGITUDINAL P SPECIFICATIONS, APPLICABLE CODE5 STRICT ACCORDANCE WITH THE JOINTS AND SEAMS ON DUCTS Nozq�
R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE ,T s N N° x►
AND GOOD PRACTICE. DEVIATIONS MANUFACTURES SPECIFICATIONS. ALL OPERATING AT LESS THAN 2" w. v00i ,wn4 Q m v
g• CONSTRUCTED TO LIMIT AIR LEAKAGE TO <_ 3 AIR GRANGES PER a°�
FROM THE DRAWINGS AND WINDOWS ARE TO BE CAULKED AND (500 PA.) M°>w''o j a F N
HOUR. m w M w-in
SPECIFICATIONS WILL NOT BE SEALED AS PER 2015 IEGG -DUCTS SHALL BE SUPPORTED EVERY N o o �' u o
PERMITTED WITHOUT WRITTEN REQUIREMENTS. PROVIDE FLASHING 10 FEET OR IN ACCORDANCE WITH THE z N Q<N
AUTHORIZATION OF THE ARCHITECT. R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING �1-�,a�4 �z o
PANS UNDER ALL SLIDER, DOORS, AND MANUFACTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH
THE CONTRACTOR SHALL BE WINDOWS WITHIN A 6 OF AN EXTERIOR -COOLING DUCTS WITH EXTERIOR
THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY a Q s a Q n_
RESPONSIBLE FOR THE SHOP SURFACE. ALL EXTERIOR DOORS ARE INSULATION MUST BE COVERED WITH A =w w F 3 w y o
DRAWINGS WHICH MAY BE NEEDED,. TO BE FULLY WEATHER-5TRIPPED. VAPOR RETARDER. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL IN5PEGT ALL
ALL DIMENSIONS AND CONDITIONS COMPONENTS AND VERIFY COMPLIANCE.
PROVIDE ALL SCREENS AND -AIR FIL�QRS ARE REQUIRED IN THE
ARE TO BE FIELD VERIFIED. HARDWARE AS REQUIRED. ALL GLASS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE
CONTRACTOR TO REMOVE $ 15 TO BE FREE OF SCRATCHES AND -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AGA. N
RELOCATE AS REQUIRED ALL IMPERFECTIONS AND GUARANTEED BY MEANS FOR BA�_ANCING AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.
EXISTING WORK WHICH INTERFERES THE MANUFACTURER FOR A PERIOD OF WATER 5YETEMn).
WITH NEW CONSTRUCTION. NO LE55 THAN 5 YEARS. ALL WINDOWS
R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING �
SITE WORK TO BE ANDERSEN UNLESS INDICATED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. W
STAKEOUT 15 TO BE PERFORMED BY A OTHERWISE. -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND 0
LICENSED SURVEYOR. STAKING AND PAINTING AND STAINING ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE z
LAYOUT ARE TO E5TABLISH ALL L NE5Q
THE FOLLOWING IS INCLUDED FOR THE AUTOMATICALLY ADJUSTING THE 3: V_
AND BENCHMARKS. VERIFY ALL GIVEN SPACE TEMPERATURE SET POINT OF v z
CONVENIENCE OF THE PAINTING R403.3.2: DUCT SEALING - DUCTS AIR HANDLERS AND FILTER w
DATA ON DRAWINGS. IN CASE OF NOTE: y
CONTRACTORS AND ONLY AS AN THE LARGEST ZONE. BOXES SHALL BE SEALED. FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIVE LOAD w v z
DISCREPANCY, RECEIVE INDICATION OF THE TYPES OF PAINTS
CLARIFICATION FROM ARCHITECT ELECTRIC SYSTEMS: BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL ,AT 2000 L55 v n0
PRIOR TO PROCEEDING. EXCAVATE REQUIRED FOR VARIOUS SURFACES. IT 15 R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO
THE INTENT OF THESE SPECIFICATIONS TO -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT
AND BACK FILL FOR WORK INDICATED PROVIDE A COMPLETE FINISH. ALL REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST I5 NOT REQUIRED WHERE 501E MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, FOR W O z
ON DRAWINGS. STOCKPILE TOP5011L ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN IL O
OBTAINED FROM STRIPPING DRIVEWAY PAINTED SURFACES MUST BE FULLY THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN 1-
COVERED IN A UNIFORM MANNER TO BE FIREPLACES: THE BUILDING THERMAL ENVELOPE. N v
AND BUILDING SITE. STOCKPILE ALL ACCEPTABLE. -FIREPLACES MUST BE INSTALLED O z_
EXCAVATED MATERIAL. NEW AND INTERIOR WOOD SURFACES-APPLY TO WITH TIGHT FITTING NON-GOMBUSTABLE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES th (1) ~
E55 IN INCHES BY PIPE SIZES w z X11
W O
EXISTING BACK FILL MATERIAL AND LIGHTLY SANDED SURFACES, WALLS, FIREPLACE DOORS PLENUMS INSULATION THIGKN
TOPSOIL ARE TO BE FREE OF WEEDS, DOORS, FRAMES, TRIM, AND BASES, ONE -FIREPLACES MUST BE PROVIDED IK
O
TREE ROOTS, ROCKS AND DEBRIS. GOAT WOOD FILLER OR STAIN AND TWO WITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUTS
ALL SURPLUS MATERIAL THAT 15 GOATS MGKLU5KY'5 EGGSHELL FINISH AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" O is
UNSUITABLE FOR BACK FILL MATERIAL NON-YELLOWING POLYURETHANE. CONSTRUCTION PROVISIONS OF THE 1-10-180 0.5 1.0 1.5 2.0
SHALLBEBE REMOVED FROM THE SITE. BUILDING GODS OF NEW YORK STATE m `o
PROTECT ALL TREES WITHIN EIGHT GYPSUM BOARD- MINIMUM ONE GOAT , R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE 140-160 0.5 0.5 I.0 1.5 cV N Q
PRIMER AND TWO GOATS FLAT PAINT. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF 100-130 0.5 I.O
�
FEET OF THE BUILDING. PROPER EXTERIOR WOOD SURFACES- TWO GOATS STATE OR THE NEW YORK CITY IRC/IMG.
0.5 0.5
APPROVALS MUST BE OBTAINED EXTERIOR GRADE STAIN. BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER IF
BEFORE COVERING ANY EXCAVATED EXTERIOR EXPOSED METAL- MINIMUM ONE
WORK. GOAT ZING CHROMATE AND TWO GOATS SERVICE WATER HEATING: THAN
TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES W
EXTERIOR ENAMEL. -WATER HEATERS WITH VERTICAL 0.01 X GFA + ITI X (# OF BEDROOMS + I) iK
CONCRETE PIPE RISERS MUST HAVE A HEAT TRAP GFA = CONDITIONED FLOOR AREA
NO CONCRETE OR MASONRY WORK ALL MATERIAL SHALL BE OF BEST PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE
QUALITY PITTSBURGH, PRATT $ LAMBERT, ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON TYPES RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2" 2.5" TO 4"
SHALL BE DONE DURING DUTCH BOY. CABOTS MCKLUSKYS OR UNLESS THE WATER HEATER HAS AN
TEMPERATURES OF 40 DEGREES F. INTEGRAL HEAT TRAP OR IS PART OF LOADS CALCULATED PER ACOA MANUEL J. HEATING SYSTEMS kD lu
AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. CONTRACTOR IS TO
PROVIDE SAMPLES OF ALL PAINTS AND A CIRCULATING SYSTEM. LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 Z v
BE PLACED ON FROZEN SURFACES. NO R404.1: LIGHTING - A MINIMUM OF 75Y OF PERMANENTLY
STAINS FOR ARCHITECT'S AND/OR OWNERS -INSULATE CIRCULATING HOT WATER LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 O
ADDITIVES SHALL BE ALLOWED PIPES TO THE LEVELS ON TABLE I. INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS.
WITHOUT WRITTEN PERMISSION OF THE APPROVAL. LOW-VOLTAGE LIGHTING EXEMPT STEAM CONDENSATE _ Q
(FEED WATER.) ANY 1.0 1.0 1.5 2.0
GYPSUM WALL BOARD
ARCHITECT ALL CONCRETE 15 TO BE CIRCULATING HOT WATER SYSTEMS:
MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000INSTALLED AS PER SECTION R702.3.2.THROUGH R702.3.6 OF THE INTERNATIONAL -INSULATE CIRCULATING HOT WATER COOLING SYSTEMS THIS PROJECT COMPLIES - O
PSI FOR GARAGE SLAB. PROVIDE ALL PIPES TO THE LEVELS ON TABLE I. CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 V
SLEEVES AND FOUNDATION VENTS AS JEMIES WITH THE
REQUIRED BY NYS GODS. UNLE55 RESIDENTIAL GORE. GYPSUM WALLBOARD AND BRINE 120-200 0.5 I.O I.O 1.5 APPLICATIONSHALL BE TAPE JOINT HEATING AND COOLING PIPING INTERNATIONAL RESIDENTIAL CODE, VER5ION
INDICATED, ALL FOUNDATIONSYSTEM. ALL GYPSUM BOARD TO BE 1/2" INSULATION: 2015 AND THE 2017 UNIFORM CODE SUPPLEMENT
Z
FOOTINGS ARE TO BE A MIN. 8 DEEP ON WALLS AND 1/2" ON CEILINGS UNLESS -HVAC PIPING CONVEYING FLUIDS AND 2016 SUPPLEMENT TO THE _(
PROJECTING 6 ON EACH 51DE OF THE OTHERWISE INDICATED. FINISH JOINTS, ABOVE 105°F OR CHILLED FLUIDS NEW YORK STATE ENERGY CONSERVATION Q
FOUNDATION WALL. PROVIDE TWO #4 CORNERS AND BELOW 55T MUST BE INSULATED TO CONSTRUCTION CODE
DJ-BEADS. NAIL DIMPLES,
DEFORMED BARS CONTINUOUS IN THE THE LEVELS IN TABLE 2.
E
FOOTING. ALL 4" THICK CONCRETE
EDGES SHALL BE TAPED AND RECEIVE
THREE GOATS OF JOINT COMPOUND. NOTES: IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL
SLABS TO HAVE 6X6 10/10 WELDED ALLOW 24 HOURS TO DRY BETWEEN I. OBTAIN ALL PERMITS PRIOR TO ENERGY EFFICIENCY CODE, THE PROJECT L
WIRE REINFORCING. ANCHOR BOL75 IN GOATS. FINAL GOAT TO BE SANDED THE START OF WORK. COMPLIANCE METHOD CHOSEN 15 TOTAL j
CONCRETE SHALL BE HOOKED 5/8'' X SMOOTH. METAL CORNER BEAD TO BE UA-ALTERNATIVE AND A RE5CHEGK HAS BEEN 0 C1
12" AT MAX. 5' 0.C,. PROVIDE BITUMEN USED ON ALL OUTSIDE CORNERS AND 2. ALL BEDROOM TO BE PROVIDED SUBMITTED WITH THESE DRAWINGS.
EXPANSION JOINTS BETWEEN SLABS AROUND ALL OPENINGS. WITH ROD $ SHELF, ALL LINEN
AND FOUNDATION WALLS. CLOSETS TO BE PROVIDED WITH 5 TH15 PROJECT COMPLIES WITH THE INTERNATIONAL GL I MAT I G AND C E00RAi=H I G DES I ON CRITERIA O N
FIRE BLOCKING ELECTRICAL ROWS OF SHELVES. IU
FIRE BLOCKING SHALL BE PROVIDED, ALL WORK SHALL COMPLY WITH THE MECHANICAL GODS, CHAPTER 12 THROUGH 24, T?�BLE R501 .2(I) INTERNATIONAL RESIDENTIAL GORE z
A5 PER SECTION R502.13 OF THE THE INTERNATIONAL PLUMBING CODE, CHAPTER
0-1
RESIDENTIAL CODE OF NEW YORK NATIONAL ELECTRICAL CODE AND ALL 3. DOOR TRIM AND BASE MOLDING 25 THROUGH 32, THE INTERNATIONAL ELECTRIC, SUBJECT TO DAMAGE v
STATE, LOCAL, AND UTIL17Y COMPANY TO MATCH EXISTING CODE, CHAPTER 33 THROUGH 42. WIND DESIGN
STATE, TO GUT OFF ALL CONGEALED CODES AND REGULATIONS. ALL CIRCUITS FROM Q
DRAFT OPENINGS (BOTH VERTICAL SHALL BE MINIMUM 15 AMP. POWER WIRING 4. ALL BATHROOM FIXTURES AND GROUND SPEED TOPOG SPECIAL WIND SEISMIC
SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER IGE FLOOD AIR MEAN
AND HORIZONTAL). SHALL BE MINIMUM 14 AWG. CONVENIENCE FAUCETS TO BE SUPPLIED BY OWNER TO THE BEST OF MY KNOWLEDGE, BELIEF AND I � D tx
PROVIDE FIRE BLOCKING IN PROFESSIONAL JUDGEMENT THESE PLANS LOAD EFFECTS REGION DEBRIS CATEGORY p U1 O U.1
OUTLETS SHALL BE LOCATED 12 ABOVE AND INSTALLED BY CONTRACTOR k ZONE m f o DEPTH PE51ON BARRIER HAZARDS 9 FREIEZING ANNUAL M
CONGEALED SPACES OF STUD WALLS FINISHED FLOOR UNLESS OTHERWISE AND/OR SPECIFICATIONS ARE IN COMPLIANCE TEMP REQUIRED b INDEX TEMP J u; m 0
AND PARTITIONS, INCLUDING FURRED INDICATED. ALL SWITCHED TO BE 5. FINI5HE5 TO BE SUPPLIED w/ THE 2015 IEGG, 2ND PRINTING AS ADOPTED BY >3 " N z ■
SPACES AT THE CEILING AND FLOOR LOCATED 36" ABOVE THE FINISHED FLOOR BY OWNER NYS, AND THE 2016 NYS ENERGY CODE 50 150vult NO NO I MILE B BOF 5 FT MOD TO FEMA d O
LEVELS. CONGEALED HORIZONTAL UNLESS OTHERWISE INDICATED. SUPPLY SUPPLEMENT FROM
SEVERE BFC, HEAVY 15 YES FLOOD 1500 OR 55.4IV O Z
FURRED SPACES SHALL ALSO BE FIRE RECOMMENDED LAMPS IN ALL FIXTURES. COAST MAP LE55 # Q K
F BLOCKED AT INTERVALS NOT p
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EXCEEDING 10 FEET. P EL#
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UT"
TODD O'CONNELL,AIA
1200 Veterans Memorial Highway
EX15TINO BALCONY Suite 120
Ha uppauge,NY 11789
P(631)650-6666
F(631)650-6667
C(516)658-0325
2"X4" G.T.
Q-
42'. GYPSUM BOARD
FINISH ON CEILING
+�0 AND WALLS EXISTING
5- ° FINAISHED BEDROOM
TYPICAL INTERIOR
y
WALL CONSTRUCTION:
/ is 2"x4" STUD WALL
m 16" O.G.Y2" GYPSUM
BOARD FIN15H ( S ,
lt1
OPEN TO BELOW IY�
lT
r
N
O
z #
X 1NG v
ALK-I N J
ExI5TINOOL05ET z �fl
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w F
DON I R ® F �i ��
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SECTION i I '-O" GLC. HT. X i��oro�� = O
BATH Q-== �n wv
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SCALE: I/4 - P-01'
01-
Oil � �-
HT. LIN. o ��uNpz�O�zw
1
If Ute Q o
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3 I EXISTING I _ ���N is)to 1L
BEDROOM I o °Vows F N
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rye► N�, z m
I _� °pNl�xoW Z
TYPICAL INTERIOR
GL WALL CONSTRUCTION:
2"x4" STUD WALL ® N o o 0 u° p
I6" O.G.Y2" GYPSUM
BOARD FINISH D Wl 4R.
l� Y Y
N 7 m
30x6$
NEH I NEW WALL FOR-J
POG�ET POCKET DOOR
WN z
NOTE: CONDITIONS DRAAND NOTED DOOR
AS EXISTING ARE TO BE CONFIRMED AT I I Y
START OF CON5TRUCTION. ARCHITECT 15 O z
TO BE NOTIFIED IMMEDIATELY OF ANY t,
DISCREPANCIES J Y z
m TYPICAL INTERIOR I I L m W Mo Z
NOTE: WALL GON5TRUGTION: Y2" GYPSUM BOARD
PROVIDE MINIMUM OF .35 AIR CHANGE PER 21,x4" STUD WALL ® I I FINISH ON CEILING vp (-
HOUR IN FINISHED BASEMENT # A MINIMUM 16" O.G.Y2" GYP5UM AND WALLS 7 z p
OF 6 FEET CANDLES OF ILLUMINATION m 50 BOARD FINISH ( I / Q O Z
ABOVROWE
THE FLOOR AS PER 8303 OF THE (2)2" X 10" R.R. I2"X4" G.T.I� (2)2" X 10" R.R. z V V
® 16" O.G.
a� �,,
01 t I I �o� �° z
,y _ ~
NOTE: ALL ASSUMED EXISTING o;� �+i I I ,+/y�' �' _ !�j
STRUCTURE SHALL BE VERIFIED IN z X e ���, ry-,r X O (� V x
FIELD. ALL DISCREPANCIES SHOULD N O X O
BE BROU6HT TO THE ARCHITECTS W Z
— v T v N
ATTENTION IMMEDIATELY. t j p \0-1 I I Lq + 0 ~ O
(2)2" X 10" R.R. I I (2)2" X 10" R.R. p
2" 5SU GEO RD
�WW
AND WALLS 712"X4" C.T.Ici
Ix
I® 161, O.G.
dJ
�-ADD NEW COLLAR
A TIE IN-BETWEEN m A 1 I '
EXISTING COLLAR
TIES AT 32" O.G. v
2" X 10" R.R. I zI 2" X 10" R.R.
® 1,601, O.G. I g 016110.0.
O _
EXTERIOR WALL CONSTRUCTION (2)2" X 10" R.R. 'J " " cl�-
-2" X 4" WOOD STUDS ® 16" O.G. — I Q I (2)2 X 10 R.R. 1=
PROVIDE R-I5 KRAFT-FACED BATT 8'-2" W.H. �, \� �' 8-2 W.H.
INSULATION AND 1/2" INTERIOR GYP. o° V<yt
BD. (SEE SPECIFICATION AND z x WWII I �' y x
NOTES) AND 1/2" EXTERIOR _ °2"X121, RIDG �'E Jr NO _ X (V 1 I 1 V �-
PLYWOOD SHEATHING, Alp, •loT'" 13ELOW 11 tL
INFILTRATION BARRIER AND SIDING X tu
AS SHOWN ON ELEVATIONS.
PROVIDE 1/2" RIGID INSULATION 5'-2" W.H. r I I ��—n o g'_2" N.H. � L Q
BOARD BEHIND SIDING.
(2)2" X 10" R.R. I I (2)2" X 10" R.R. 0 -1-1
cn 1_l..l O �-
m
2" X 10" R.R. 2" X 10" R.R. n � ^' O
® I6" O.G. 6 I6" O.G. ll_ `^'`I
WALL KEY (�I z
EX15T TO BE REMOVED HARD WIRED SMOKE
OO DETECTOR W/ BATTERY §
I6'-4"
EXIST TO REMAIN BACK-UP �1
®
NEW WOOD FRAME GNST 80 GFM FAN TO EXTERIOR
HARD WIRED CARBON MONOXIDE Ci Lu
NEW POURED CONCRETE a DETECTOR VV BATTERY BACK-UP O [Q
MIN 12" A.F.F. AS PER SECT. 1225.2 SECOND FLOOR PLAN 1 m z
4"x4" P05T UNLESS OTHERWISE NYS CODE 1T N
z
® NOTED dIE DENOTES EGRESS WINDOWSCALE: 1/4" = I'-O" O d z •
® HOLD DOWN AS NOTED RECESSED HIGH HAT
`'' #
r
10 D 1; 0'(C) N L i
— _ - - _ — - - _ — q
r
N�
AGO HDR TODD O'C4 KILL,AIA
IIC'S 1200 Veterans Memorial Highway
NEW 4"X4" AGQ WOOD
STRINGER5 Suite 120
TO SIT ON POURED _ 6-O I POST(TYP) W/FREEFORM Q I - - 6_0 EXTENSION TO _ Hauppauge,NY 11788
POURED 3500 PSI _ �j EXISTING WOOD DECK O
GONG. PAD _ CONCRETE MIN. 36" p O Q 2-4 HT.
r P(631)650-6666
1. II BELOW GRADE (T1'P) (V�� I .9 dJ �
II F(631)650-6667
NEW 2"x12" AGQ I I_I I I I tu II NEW STAIR C(5T 6)658-0325.11 ,
— — — 5TRI NGER5 -
- f- - - - - - - - - - - - N W (2) 2"x81 � ir
,.._...,. p.
AC-0 HDR
REMOVE PORTIO
N N OF EXISTING 5T iY . ... OFEOXISTIII
NEW 2"X12" AGO WD. M. BOLTED NEW 2"X12" AW WD. BM. BOLTED NEW 2"X12" ACO WD. BM. BOLTED �1_ ...... ___.__.__....._. _ ..... _.. ,..._ ,._ _. _. _ ...___..._.._ ._ .__..__. .... ..
TO�.XI�T. 2 2 X S D. Bim.— T�rT.( 2 X 21M_57 — — T�XtST. 2 2 X12' Imo^ .BM
Q EXIST. 4"X4" ACO WOOD
O POST(TYP) W/FREEFORM I I I 1 QO �t 1. Jib
POURED 3500 P51 I I EXI5T 2"x12" Ai {
N CONCRETE MIN. 36" I I STRINGERS (V.I i f Q .
BELOW CRAVE (TYP) i
L
QS EXISTING I = CENTER STAIRS ON tZ9 F
D WN 4R
u pI EXISTING SLIER
4 WOOD DECK
q-1 BELOW BALCONY Jb
QABOVE - i d EX15TINO WOOD DECK
2'-4"
N _ EXIST. 2"XIO" AGQ LEDGER I
ly _
z } (!
N STRINGERS
w ON POURED (A
EXI5TING HOU5E GONG. PAD
EXIST. 2"XIO" AGO WD LE CER CONNECT WITH " 4) AND 6" LA& BOLTS 1'10.0. (V.I.F) EX15TINO HOUSE Z #
5TAG0ER TECO J015T5 TO LEDGER WITH ZING COATED OR HOT DIPPED
17 GALVANIZED-TYP.
z to
NOTE: CONDITIONS DRAWN AND NOTED NOTE: CONDITIONS DRAWN AND NOTED O
AS EX15TINO ARE TO BE CONFIRMED AT I AS EXI5TIN& ARE TO BE CONFIRMED AT O Z
START OF CONSTRUCTION. ARCHITECT 15 I START OF CONSTRUCTION. ARCHITECT 15
TO BE NOTIFIED IMMEDIATELY OF ANY
TO BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES. UPGRADE A5 NEEDED I DISCREPANCIES. UPGRADE AS NEEDED
FOUNDATION PLAN FLOOD' PLAN ��a_�Q a o�q� o
-��
SCALE: 1/4" = 1'-0" _ °n * v
SCALE: I/4" - 1'-0"
1- Z a o n Z
�a -00,00 LU O
�dQzD�Qu H
°Wno°aom
r
,n
UN�N- O��O— ILQQ7.1�
ILFLLINUJWIY� 0.—
NEW V X 6" WOOD u°� o �111IpKKKK 0.0.N N
DECKING, 2"X6„
(AGO) DECK JOISTS
® I6 O.G. (V.I.F)
OF 4* EXIST✓NG� �- a�QMsPiNDALs To BE 8
68
OPEN GUARDS SHALL HAVE
Lu
oBALUSTERS OR ORNAMENTAL
PATTERNS SUCH THAT A o
�Z
milli Q
4-INCH DIAMETER SPHERE
CANNOT PA55 THROUGH ANY
OPENING UP TO A HEIGHT OF N
34 INCHES. (V.I.F)
LIM
x6•COMPOSITE OR T.O. DEiGK
%
DECKING NEW RAILING - ELEV. 3t2'-4"
DEGKIN 2xb AGC,JOIST•16"O.C.
(2)AC0 2xa BOLTED As W
SHOWN N
%"40&ALV.STL.BOLTS z
ELEVATED POST BASE MANUFACTURED BY REMAINING PORTION DECK 5KIRTIN6 TO BE STAIR TO BE COMPOSITE Z
SIMPSON STRONG-TIE GOISINECTORS MODEL OF EXISTING STAIR SELECTED BY OWNER
No.CB52-2/4 OR APPROVED EOUIVALENT WOOD DECKING (TO BE U z
4x4 Acca Posr - 5ELECTED) Z
w v z
J p O
REAR ELEVATION V Q Q
HURRICANE ANCHORS MANUFACTURED SCALE: 5/4" = I'-0" p- O
BY SIMF50N STRONG-TIE CONNECTORSz V
MODEL No. H2.5A OR APPROVED e�oe p z
DECK J015T EQUIVALENT AT EVERY BEAM TO J015T
CONNECTION BOTH SIDES
BEAM } z
P05T GAP MANUFACTURED BY SIMP50N � OU 1 j z
STRONG-TIE CONNECTORS MODEL No. BC52-2/4 NEW CONCREM MINII�JM E I I NEW 5/4" X 6" WOOD
OR APPROVED EQUIVALENT INSTALLED M"�-OW BADE I I E DEGKIN6 2"X6"
AS PER MANUFACTURES SPECIFICATIONS MINIMUM 12"WIDE
(ACO) DECK JOISTS N
® 16" O.G. (V.I.F) OPEN &UARD5 SHALL HAVE j f �_
4x4 AGQ COLUMN I I f N (�Y Q
COLUMN BASE MANUFACTURED BY SIMPSON _ BALUSTERS OR ORNAMENTAL
I STRONG-TIE MODEL No. OB044-SD52 INSTALLED i PATTERNS SUCH THAT A Q
AS PER MANUFACTURERS SPECIFICATIONS OR I ( CANNOT
DIAMETER SPHERE
� CT PA55 THROUGH ANY
r
APPROVED EOUIVALENT 34ENGHES. N.I:NIN& UP TO � HEIGHT OF
}
_ f
T.O. DECK a
I NEW FREEFORM 3000pgi ELEV. t2'-411
CONCRETE MINIMUM
36" BELOW GRADE —
MINIMUM 12" WIDEI'-O"
MIN. I I
t n lu
USE 51MP50N Z-MAX OR HDC CONNECTORS NEW RAILING REMOVE PORTION DECK SKIRTING TO BE vI l l
TO INCREASE CORROSION RESISTANCE OF EXISTING STAIR SELECTED BY OR WWNER
O
W/ AGQ LUMBER. S —
FOALL HARDWARE IN CONNECTION DECK DT I L G \ / I I
1 DE ELE Y AT I O I�l � lu �r
SCALE: 5/4" = I'-0"
_ J SCALE: 3/4" = I'-O" <
STUDS® 16" O.G. VLU
1�
lu z z
NEW 5/4" X 6" WOOD —( Z
DECK STRAP'I NO DETAIL DECKING, 2"X6"
FLASHING (ACO)
®) 6EG (SF16" GV. �SCALE: 3/4I 1'-0" DIAMETER LACBOLT
EXI IN�
SE
AGQ DEGKIN6 TO BE SELECTED OPEN GUARDS SHALL Q 0O''II ''
HAVE BALUSTERS OR Ju-1 '' 1
®® ORNAMENTAL PATTERNS UA O t—
______ SUCH THAT A 4-INCH
DIAMETER SPHERE O �Q O O
" 0 SIMPSON STRONG TIE DTT2Z CANNOT PASS THROUGH ^,
OR 51MILIAR DEVICE ANY OPENING UP TO A N `1 0)
000— HEIGHT OF 34 INCHES. T.O. DECK O ` r
TEco 2"x8" AGQ F.J. ® 16" O.C. (V.I.F.)
NEW ELEV. t2'-4" z
yI LEDGER NOTE: TENSION LATERAL (2)2xb
EX15T TO BE REMOVED HARD WIRED SMOKE OUNDATION CONNECTIONS TO BE LOCATED Mr r* ACO HDR
OO DETECTOR W/ BATTERY WITHIN 24" OF ENDS OF DECK 4"x4" (ACO) WOOD ri'
MIN. 2 PER DECK POST WITH &ALV. FREEFORM STAIR TO BE COMPOSITE
EXIST To REMAIN BACK-UP
50 GFM FAN TO EXTERIOR POST BASE AND sl CONCRETE SELECTED)
NEW WOOD FRAME GUST ® POURED 3500 WOOD DEGKIN6 (TO BE m ry D
( ) u� O w
POST GAP TYP MIN. 36 BELOW , O
HARD WIRED CARBON MONOXIDE I Ef"'�/_'ER }'-SETA I I N � &RADE (TYP) 1 m z �
,. NEW POURED CONCRETE Q DETECTOR W/ BATTERY BACK-UP j,� 1J�•/ DETAIL �- (V z
MIN 12" A.F.F. AS PER SECT. 1225.2 �� - (V.I.F)) i O
® 4'x4" P05T UNLESS OTHERWISE NYS CODE SCALE: I 1 -0II Q < z
NOTED DENOTES EGRESS WINDOW S GT)ON tu
RECESSED HIGH HAT m
13 HOLD DOWN AS NOTED SCALE: 3/4" = P-0"
0
GENERAL_ GOND!T I ONS
UNLESS OTHERWISE NOTED, GENERAL FRAMING AND ROUGH GA_R_F`ENTR,' '7015 IEGG -AIR LEAKAGE:
CONDITIONS OF T HE CONTRACT FOR -'(01575 RAFTERS AND STUDS SHALL -JOIhJTS, PENETRATIONS, AND ALL MINIMUh1 DE51ON DEAD LOADS+ AS PER ASCE 7-05
(ONSTRU(TION, AIA COGUMENT-601 EE CON5TRUGTION GRACE DOUGLAS ;.", �/
OTHER SUCH OPENINGS IN THE , „L
4/a7 SHALL APPLY. THE CONTRACTOR FIR-SOUTH SELECT STRUCTURAL. ALL DUILDINGS ENVELOPE THAT ARE LOAD ;3
COMPONENT
SHALL DETAIN GER TIT IGATE OF WOOD SILLS AND WOOD IN CONTACT S ( sf) ( ' • "A °
OURGES OF AIR LEA+�AGE MUST EE p r ^"E C: (O�( p• 1 L'�-
000UP,ANCY. SUBSTITUTIONS SHOULD WITH MASONRY SHALL EE AGO. ALL , ci,, �,. , 1.4� � _ Fr , '- ,;:;�:;;,
SEALED. O N
NOT EE MADE WIT+HOUT WRITTEN EXTERIOR SHEATHING SHALL BE I/6 -RECESSED LIGHTS MUST EE TYPE IG '�u��Ko o�>p Oe,orv�acuu
AUTHORIZATION EY THE ARGHITEGT. GDX DOUGLAS FIR PLYWOOD. RATED AND INSTALLED WITH NO
GYPSUM BOARD (I/6-in.) 7.O -t A r H r c r P. C.
THE FREM 5ES SHALL EE KEPT SUE-FLOORS TO BE =/4" CDX PENETr.ATIONS, OR TYPE IG OR NON-IG GYPSUM BOARD (5/8-in.) q•O
REASONABL"' GLEAN AT ALL IMES. PLYWOOD EXTERIOR SHEATHING TO RATED INSTALLED INSIDE AN - r c r " :' i ii. TODD O'CNNELL AIA
WITH O.15 5U.P�ND_D STEEL CHANNEL SYSTEM .0
AT THE COMP'ETION OF WORK, THE EE COVERED WITH "TYNE+"' HOUSE P `'RIATE AIR-TIGHT ASSEMBLY
CONTRACTOR SHALL REMO /E ALL WRACK OR APPRO✓ED ECUAL. ELO(t G O VERI N O 5, ROOF, AND NALL
'r 1200 Veterans Memorial Highway
CLEARANCE F,.GM
WASTE I-IATERI ALS, TOOLS, PUEEISH, STUD WALLS AT 1/6' STORY HEIGHTS COi`-EUSTIELE MATERIALS AND 5" ASPHASuite 120LT SHINGLES 2.0 Hauppauge,NY 11788
ETC., GLEAN GLASS AND LEA`/E WORK ANC ,AT ALL UNSUPPORTED ECOES OF CLEARANCE FROM INSULATION
GYPSUM SHEATHING, 1/L'-in. �.O
f. '.:'.J
BROOM GLEAN UNLESS OTHERWISE PLYWOOD. PRO`•/IDE SOLID BLOC+�ING _ -
5FE(IFIED. THE CONTRACTOR SHALL- AND DIAGONAL ERA(INO OF FLOOR VAPOR RETARDER: PLYWOOD (per 1/6-in.) I.� i' ' ?J'_j;I,.';: P(631)650-6666
C,AF'RY WOF K11,AN'S (Oh1FEh;SAT10N JOISTS AT 8' O.G. h I,ANIMUM .AND -`'EOU!RED ON THE WARM-IN-WINTER RIGID INSULATION, 1/6-in. 0.75
4. FIS:;1L (: ". ;".':'.i F(631)6511-6667
ANC GENEP:AL LIABILITY INSURANCE. SOLID ELOGKING UNDER .ALL 5 n- C(5,16)658-0325
ALL SHALL GOI-,1FL1' WITH STATE AND c ES_ �E OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRAFJE C.7
UIJ�UFPORTED EDGL� Or PLYWOOD. c - "JIT i:l" „•v r^..
LOCAL CODE5 .AND ORDINANCES. THE GEILIi'JOS, WALLS, AND FLOORS. - � r
ALL GAP PLATES 1 0 EE DOUBLED BITUMINOUS, SMOOTH SURFACE -'i '; `'; ..; •.: (,'. i' ..C.,'. � 0(i: l.: 4� • ""•
GONTR,ACTOR SHOULD FULLY AND NAILED BOTTOM GAP PLATED TO WATERPROOFING MEMBRANE 5 tr- 1 . ; ;r,^, w:r _
GUARANTEE HIS WORD AND THE VJGF k' MATET'.I,A S IDENTIFICATION: ,1..,;, i''?.
E1tiD OF STUDS. LAP G,AF PLATES AT -M 1TERIAi_5 AND ECUIPMENT MUST E- P.i i,;to C.71 (;'.i ~i iil.l l'9 i ''"•1 ER ���;`;:.
OF HIS SUEGONTRACTGR5 FOR A- CORNERS. WHERE FLUSH FRAMING INSTALLED IN ACCORDANCE WITH THE FLOORS o O R 5 AND FLOOR F N SHE E S
PERIOD OF 01'IE YEAR AFT''eR OCCURS, USE MIN. 160A SHEET METAL NIANUFAG'URER'S INSTALLATION CERAMIC OR OUAR.RY TILE (5"/4-in,)
IE.O r-+ r
GOC P -TION OF THE PROJECT UNLESS J015T HANGERS EY "TECO" OR INSTRUCTIONS. ON lit-in. MORTAR BED ("��,^;t�LY WITH ALL CODES O�- ,;�� 0-
c
OTHERWISE SPECIFIED. ALL V;CF K Af'FRCVEC EOU.AL. ALL (GF:NER5 TO -MATEF=.IALS AND EOUIPi-I' KL T HARDwoon FLOORING, -7/7-in. a.o NEW YURK STr�TE & TOWN CODES
SHALL EE R
FEFORMEC IN EE MIN11�U1� 5/6x4 STUDS. HEADERS IDENVF!EP SO THAT THE GOMPLI.ANrE
ACCORDANCE WITH GCGD EUILDING SHALL BE N11NII-IJI-1 /6X& UNLESS _ LINOLEUM OR ASPHALT TILE, 1/4-in. O AS RECUIRED w
GAN 5E CrwTERiv11N D. ul
cp z
PR,AGTICES. THE CONTRAGTCF'. SHALL NOTED ON PLANS. MINIMUM BEARING -MAhdUFA::TURER MANUALS FOR ALL SUBFLOORING, 5/4-in. 3.0 $ µ
INDEI,IN!F'' AND HOLD HAR�-ILESS THE F STUDS, e S
FO fiJD�, JOLTS AND EEAMr H,v>l_L IPIST.ALL�a HEATING AND GOOLINu
OWNER, ARGHITEGT, AND THEIFI EE 5 I,'v". USE DOUELE JACK STUDS r- FLOOk.S, WOOD JOIST (no ploster) 12-in. F6_1
EC IPh EN" AND SLR ✓ICE W:ITER
$
AGENTS AND E1IPLGYEES FRO'-1 APJD -� JOIST sIEEs (In.) O.G. _
FOR i-+EADEri.S OVER FIVE FEET t`J HE��TIJG EGUPMENT MUST B>a
AGAINST ALL CLAIMS, C-�h1AGES, LENGTH. PROVIDE..
LOSES AND EXPENSES, INCLUDING `- --- -
ATTORNE''S FEES ARISING OUT CF OR NOTE: ALL NON-ENGINEERED L UhfBER -IhJSULAT,�N R- /ALOES AND G._AZING
RESULTING FP.OM THE PERT"OF?NfANGE TO BE DOUGLAS FIR #? OR EE T TER U-FAGTOF,S MUST BE GLEAPLY - -
uw
6
OF THE WORK FRO /IDED THAT ANY S7EC�IFI ON THE EUILDING PLANS OR
x10 _ -- 7 6 ZONI
NO
INFORIsvIATION NSULAT_ION SFEC,IFIGATIOIJS. 2\!= 7 m
SUCH GLAII1, DAi ?AGE, LOSS OP. ALL EXTERIOR V%IALLS AND ROOFS
E`�:FENSE (A) 15 A T 7RIEU7AP.LE TO 5HALL EE INSULATED WITH FOIL DUCT INSI; ATION: F R A M E P A R T 1 71 C N S r
BODILY INJURY, SICKNESS, DISEASE FACED FIBERGLASS PATT INSULATION -SUPPLY ;iUCTs IN UNCONDITIONED WOOD OR STEEL STUDS, /^-in. GYP. BOTH SIDES �.O 70NN O SOUTHOLD
OR DEATH OR TO INJURY TO OR %y F9 � #
EY JOHN 1 IL TO LLE OR rA D 701/ED ATTICS Cr. OUTSIDE THE BUILDIIJG FRAME WALLS SECTION: le? BLOCK: 2 LOT(S): 3�f r �, _ � z
DESTRUCTION OF T,ANOIELE PROPERTY EOU.AL, FOIL TO EE PLACED TOI�JARD MUST EE I`JSULATED TO R-fes. �
EXTERIOR STUD ^!ACLS:
(OTHEF, THAN THE WORE-: ITSELF WARM S,DE. FF-'.OVIDE II/6" RIGID -FETURN .7UCT5 IN UNCONDITIONED "y
INCLUDING THE LOSS OR USE 1. �, ?�4 16-in., 5/�-Irl. GYPSUM,
FO +I 1 INSULATION ON .ALL EXTERIO . ATTICS Cr'. OUTSIDE THE EUILDING
RE5ULT1�!G THERE FROM), (E) IS Oi NSULATED, 5/8-in. SIDING II.O --- U1W wt+` • r„a di 441 .E 0
F ,JNDATIorJ WALLS FROM FOOTIhJG MUST BE I,JSU! ATEC TO R-4. ZONE: R-4O REQUIRED �-
CAUSED IN WHOJ_E OR IN PART BY ANY TO C"FELON FINISHED GRADE UNI-E55 -SUPPLY iUGTs IhJ U1dG01�IiITl01'JED v z
NEGLIGENT A(T OR OMISSION OF THE x( 16-), 5/8-in. GYPSUM, LOT /�RE,4 - --
OTHERWISE SPEGIF'EC. CARE SHOULD SPACES t'US T EE INSULATED TO R-�. c, I�.O
N�ULATED, E!8-n. SIDING _ X10,000 SQ.FT.
CON T RAGTOR, ANY SUEGO?�T 'A TOR 5E TA<EN NOT TO DAM AG.m -'7ZETURN ;DUCTS IN UNGOH-7)ITIONEC `t
AhJYONE CIF'[-QTLY Or . 11JDIF'-EGTLY FOUNDATION WATEF`'FROOFING. SFAC-ES ('_\CEFT B.ASEMEN75) h-lU57 EXTERIOR STUD WALLS WITH B-ICK VENEER 4�.0 LOT WIDTH -- I�JO I=T. wn w v
EMPLOYED EY ANY OF THEhd, OF,
EC Ih15U'.ATED TO R-6. * WEIGHTS OF MASOGIRY Ih:G`UDE MORTAR BUT NOT PLASTER. FOR
ANYONE FOR WHOSE A(T5 ,ANY OF c F-�c �r ERONTAC E -- - I-��j -r ° i,Q .v ,y
Gl_.ASS WINDOW .AND DGC NSULAT!ON IS NOT REOUI -D ON PLASTER, ADD 5 ib/Ft FOR EACH -AGE PLASTERED. VALUES ,Y r i u, 101 o 0 0
THEM 1� �Y BE LIABLE REG,A�.✓LESS TC BE INSTALLED AS FEF: SECTION RETURN C:JGTS IN EASEMENTS, GIVEN REPRESENT .AVERAGE IN SOME GA5E5 THERE 15 A -- _
FRONT YARD „� ly v T Z u,
- -T ER OR NOT IT 15 CAUSED IN iR508 OF THE RESIDENTIAL CODE OF GONSIDER,ABLE RANGE OF WEIGHT FOR THE SAME GONSTRUGTION. JO �T. ���;�a�F- v o
ART EY A PARTY INDEMNIFIED N.Y.5. ,ALL GLASS 15 TO EE INSULATED DJC,-T C01,,3TRUGTICN: _-.-.-- 1n,-,_- Tv-fvwa_
HEREUi",ICER. ALL 11ATERIr�LS, _ 4016 EGG Or N7_k I YORK STATE: JO T• Liu`�1 z T l T ucci
LOw E UNLESS OTHERWISE S�ECIFEC. -ALL JOI1,ITS, SEAMS, AND - -- - T REAR NrARD _ wtu ,
ASSEMELI:ES, AND METHOD OF 8401.5: PERMANENT CERTIFICATE - SHALL BE GOMFLETEC EY THE - u'-f z J,�_z p
GLA55 SUECOPJTR,A(TOR SHALL NCT CONNECTIONS 1 JST BE SEGUE ELY SIDE Y�tRD (MIN) (rJ �T.
CON5TRUC T 10N INCLUDiNO EUT NOT INSTALL GLASS UNTIL PROPER FASTENES WITH WELDS, GASKETS, BWILDEF OR REGISTERED DESIGN PROFESSIONAL AND POSTED IIS o o olu
LIMITED TO FOF M-1^Ct K, h THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE -- o r=-'vu's n n v
GLEARA .GES .ARE PRO`✓IDED. ALL MASTICS =ADHESIVES), SID Y,�i`�D (/�C�C7) 3� T. -rz
ELOGK-I^JORI\, FRAMING, NAILING, 5 c,- F� c , n- "1z
v
ui ��uivvui4ai W v
LDING GLA.-,� DOG, �S, KYLIGH T 5 NASTIC-PLUS-EMEEDDED-FAER!G, OR o�u�����,o
It-
FLr\GINO OF CGNGRETE, ETC. ARE TO AND/OR WINDOWS AS REOUIRED BY TAPES. DUCT TAPE IS NOT BUILDING HEIGHT 3� ET./2 STO :Y n �� ��� ;LQvI
BE CAREFULLY SUPER'✓ISED E'Y THE CODE, SHALL EE INSULATED -}4R^^1TTE;� 8406.6.4: ATTIC, OR GRAN' SPADE AGGESS - SHALL EE
r��oF�ryv w�
GCNTI?.ACTOR TC EE SURE THEY ARE � WEATHER-STRIPPED AND INSULATED TO A LE\/EL EGUI`/ALENT TO LOT GOVER�CE - - - 20 % ' ��%u;n»o n��u'
TEMPEr,ED GLA55. ,ALL GLA55 DOORS E'<:(EFTION: OGIdTINUOUSL Y WELDED z o`� \ n,�.f- S F-
IiJ AGGOr.CANGE WITH THF' DRAWINGS, c THE INSJLATION ON THE SURROUNDING SURFACES. t�rivn.°v j�1L1 nL U
AND WI �DOWd SHALL BE INSTAi_LED IN ,AND LOG:ING-TYFE LOI'IOITUCINAL _ _ (' <)r' I J T u
SPEG!FICATIONS, APPLICABLE CODES STRICT AO(ORDANCE WITH THE JOINTS APD SEAMS ON DUCTS v`-"`' n �' -,
AND GOOD FRAGTIGE. DEVIATIONS ^,ANJFAGTURES SPEGIFI(.AT!ONS. ALL OPERATIN:a AT LESS THAN 6" w. R-J'C?.4: AIR LEAK,AG-E - EUILDING THERMAL ENVELOPE SHALL EE
FROh,1 THE DRAWINGS AND CCN5TR 1JCTED TO LIMIT AIR LE AI�AOE TC < 5 AIR'. CHANGES FE R u F 11,i�r, W d F-K ry a
W 17)0k IS ARE TO BE CAULKED AND - i i d� u�F Q,v'f a .n aL
(500 PA./,---HALL
`'
SPECIFIGATONS WILL NOT EE SEALED A5 FEF_ 2015 IEGG c c HOUR.
u NTF-OwUN� N
-DUCT, . HALL BE 5UFFOF_TEC E'✓ERY F-�n m z,
FER!,fITTEC WITHOJ T WRITTEN REOUIREMENT5. PROVIDE FLASHING !C FEET Oma: IN ACCORDANCE WITH THE
AUTHORIZATION OF THE ARCH17E(:,T. PANS UNDER AL_L SLIDER, DOORS, .AND - �- T R4C6.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING
MANUF-,A",URER'S IilSTRUC IONS. THERMAL ENVELOPE SHALL BE INSTALLED IN .A000RDANCE WITH Z
�vu,�� n o
T GONTIRA,-T OR SHALL BE WINDOWS WITHIN A 6" OF AN EXTEF;.IOR -COOLING DUCTS WITH EXTERI%,R u Q F- F- L ui
THE CRITERIA LISTED IN TAF-LE 406.= .I.I. WHEF E REQUIRED BY n a i_ r u�z-r i;ii
-SPO 51ELE FOR THE SHGF S'URFA(E. ALL EXTERIOR DOOF S, ARE !NSULA70IJ MUST 5E COVERED WITH A GCDE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ll�W v I f.r K-cy
i 1.
sTWzT �.<,, sF-v
D GS WHICH M.AY BE NEEDED. TO EE FULLY W> ATHER-5781FPED. VAPOR �.TAF DE:R. M ,- ,- v rf,_o v p
ALL DIMEI1510NS AND CONDITIONS GOi PONENTS AND `✓ERIFY (OMPLIANGE.
PROVIDE ALL SCREENS AND -,AIR Fl- I QRS ARE REOUIRED IN THE 1
ARE TO 5E FIELD VERIFIED. H.ARCW.ARE A5 REOWIRED. ALL OLA55 � !R TESTING - BUILDING OR DWELLING UNIT SHALL E;E
r_0NTF'_.ACTOR TC REMO✓E -s C, RETUR,1 A ' SYSTEM.
I� TO EE FREE OF SGRAr�+-'�� .�t�d� -THIS H`✓A0 SYSTEM MUST PRO`✓IDEA �-
RELOG ATE AS REOUIRED ,ALL 1'IFLRFLCTIONE) AND OUARANTEED EY � R TE-- ED AND VERIFIED AS H.AVINO < D AGH50 IN (Z4,A, 5, .A6,A.
E',,1571N(5 WORK WHICH INT'ERFEF'.ES x- . MEANS FC FUALr�NGIhJC ,AIR AND 7ES71NO SHALL BE GONDUGTED SY AN APPRO\/ED THIRD PARTY. I_vN_
-7 M
THE M.ANU� ACTUFEP. FGF' A PERIOD OF WATER SYSTEMS.
WITH NEW CONSTRUCTION. NO LESS THAN 5 YEAR5. ALL WINDOWS 8.402.-J-.4: GOMEUSTICN CLOSETS - ROOMS GONTAINING
SITE V`ORK TO EE ANDERSEN UNLESS INDIG!ATED TEi`IFERA;WRE CONTROLS:
STAKEOUT 15 TO EE PERFORMED E'T' A OTHERWISE. _ FUEL-EUF-<NINO AFFLIANGES REOUIRE SPECIAL DARE.
-EACH DnE�LING UI�11T HAS AT LEAST'
LIOENSED SURVEYOR. STAKING AND E\GEFTION: DIRECT VENT AFPLIANCE5 WITH E07H INTAKE AND
PAINTING AND STAINI_i`iG ONE THER1�fO5T,AT GAP.AE�_E OF
LAYOUT AIFE TO E5TAELISH ,ALL LINES -- AU T Gh ATI C,ALLY ADJUSTING THE EXHAUST PIPES INSTALLED GONTINUO'JS TO THE OUTSIDE
AND mEN(HMARf�s. VERIFY ALL GIVEN THE FOLLOWING IS INCLUDED FOR THE
(ON✓EIJIEN(E OF THE FAINTI'JG 5F'AGE TEv1FERATWBE SET POINT OF F-
DATA ON DRAWINGS. IN G-ASE OF 840;.5.6: DUCT SEALING - DUOTS, AIR HANDLEF:5, AND FILTER z
GONTRACTGRS AND ONLY .AS AN THE LARGEST ZONE.
DISCREPAiJCY, RE(E!✓E EO"NES SHALL EE SEALED. NOTE_ w
GL,ARIFIGATIOIJ FROM ARGhJITECT INDICATION OF THE 7"rFES 0r= FAINT'
BEOUIRED FOR VARIOUS SURF`A(ieS. IT IS ELECTRIC SYSTEMS: FOUNC,ATIONS (HAF'TEF. DESIGN EASED UPO1J PRESUi"iPTi'✓E LOAD v Z
FRIOR TO FROCEEDING, EXCAVATE R4C5.5.5: DUCT TESTING - DUCTS SHALL EE PRESSURE TESTED TO O
THE INTENT OF THESE SP1TGIf=IGATIONS TO -SEPAR �,TE ELEGTRIG METERS ARE DETI RI-iINE AIR LEA<AGE. E�.A IhiG /ALOES OF SANDY G�'A`lEL AND/OR GRA'/EL AT 6000 LES O
FCR SOUARE FOOT. GOPJTRAGTOR TC GON5ULT ENGIN=R IF DF`FERENT i-
ONBACK FILL FOR WO<.K I1`dDIGATEC PPC'/ICE A GOMPLETtE i`!NISH. ;ILL F?EOUIRED FOR E.AG+f DWEI_I_ING UNIT. EXCEPTION: DUCT LEAKAGE TE-5T 15 NCT REOUIRED WHERE SOIL MATERIALS ARE FOUND UFON E?. AVATICN OF TEST HOLE FOR z
O'�J DRAWII`!GS. STOGY:PILE TOPSOIL P,�AINTED �URFAGE� MUST EE FULLY �- �--�- -, Or
OBTAINED FROM STRIPPIi10 CF�IVEWAY J THE DU., S AND Alf,' HANDLERS ARE LOCATED ENTIRELY WITHIN Q O
Ah,C EUILDING SITE. STOGi-_FILE ALL GO'/FRED IN A UNIFORM M,AI�NER TO BE FIR,CPLAGES:
AL T ERNATI`/E FCCT11`dG AN:, ) FOUNDATION WALL DESIC:I`J
' S THE BUILDING THERMAL EN`✓ELOPE. O v
AOC,EFTABLE. -FIREPLACES MUST BE INSTALLED
E`.GA`/ATED MATERIAL ^JEW AND INTEP.IOR WOOD SURFACES-APFL Y TO WITH TIG+-1- FITTING NOhI-OOMEU5TABLE
TN1571NO 54\( =. FII=-L 1`-1ATERI.AL ANp r0✓.✓.5: EUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR
Z
T LIGHTLY 5A'JDEC SWF.FACES, W.AI_L5, FIR.'�FI_AGE DOORS ,f✓ ������ � : 11N!MUM INSULATION THIGKhdESS FOR (IRGULATING HOT W.ATEP PIF✓��S Z �
TOPSOIL ARE C EE FREE OF I^JEED5, PLE1dUr 111
DOORS, FRAMES, TRIM, AND EASES, ONE -FIREPLA.G 1�5 MUST EE PRO'/IDED
7-ZEE ROOTS, ROCKS AND DEERIS. i,ISULATION THICKNESS IN INCHES BY PIPE SIZE S
GOAT WOOD FILLER OF'. STAIN AND TWO WITH A SOURCE OR (Ch1EU5TICN AIR, UO W O
ALL SURPLUS MATEFIAL T+HAT 15 h'IEGHANIGAL 5YSTEM PIFINO INSULATION - CARRYING HEATED V IAT-F' NG!I-GIF:GULA T INC; RUNOUTS CIRCULATING i-'IAINS AND FZU1,,!CU T S
GOATS MG+�LUSKY'S EGGSHELL F-IN'5H AS REOU!F ED EY THE FIREPLAGC FLUID_ ; 1IO5'F OR <55°F, INSULATE TC R-E MIN. TEMFERATURs (F; UP TO I" Uf"' TO 1.65" 5" TO L.O" G'✓EF? �
UNSUITAELE FOR EAGK FILL MATERIAL NON-YELLOI^JING POLYURETHANE. GONSTF':UGTION PROVISIONS OF THE
SHALL E) REMO✓ED FROM THE SIT'- 170-ISO 0.5
F ROTEGT ALL TREES WITHIN EIGHT GYPSUM EO ARD- MINIMUM ONE (O,AT" BUILDING :;ODE OF NEW FORK STATE,
R-=1-O5.�: MEGHANIG:�L '✓ENTILATION - THE BUILDING SHALL BE I.G 1.5 6,�� � R � W
- THE RESIGEPIT1AL GCDE OF NEW YORK 1= 0-160 0.5 OS O . Q
FEET OF THEE DRIP 1ER AND TWO GOATS FLAT HINT.
UILDIIJG. PROPER PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF IOC-IDG 0.5 O.5 0.15 I.O � � 6
E'<TERIOR WOOD SURFACES- TWO COATS STATE CF' THE NEW YORK CITY IRC%IMG.
5EFRO`/,ALS MUST EE Y EXA! '/ EX7EF!OR GRADE 5TAIN. BUILDING r.ODE, AS AFF';-IGAELE. THE MECHANICAL VENTILATION RATE SHALL EE NO OREATER
EEFOR.E CO'/EKING ANY E\C �'1,ATED EXTERIOR EXPOSED ME7AL- MINIMUM ONE
THAN 7A5LE �. h11NII1UM INSULATION TiHIGKNES5 FO!R HVAC PIPES �'
.,,• WORE .
GOAT ZING CHROMATE AND 7;^!O GOATS SERVICE WATER HEA71NO: O.OI GFA + 7.5 X (# OF EEDROOMS + 11
EXTERIOR ENA1\fEL. -WEATUF: HEATERS WITH VERTI, AL
Gr%I\I%RETE µ ''GFA = CONDITIONED FLOOR AREA
NO (ONGRETE OF MA50IdF:' WOF K ,ALL 1`1ATERIAL SHALL EE OF FEST FIFE RISERS MUST HAVE A HEAT TRAF v
T OUALITY FITT5EUROH, PRATT : LAi/IEERT, 011 EOTH THE Ii,ILET AND THE OUTLET - _ PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN !N,1,HE`5 BY PIPE' S17'E
SHALL E TUCRES CURIO DEGF�EES F. DUTCH 50'T . (AEOTS, ' GKLUSK'7'S, OR UN LES THE WATER HE-��ER HASANLC0°-S:G OLIFL�ATEC ENT IPER ALGA MANUEL JANUEL 5, EASED ON TYPES - e I' AND LESS �5" TO ^ �" TO 4"
F ANGF (F) �" RUNOUTS
AND FALLING. NO CONCRETE 5'-!A4-l_.
AFF F,O /e_D ECJAL. GOIJTRA TOR IS TO EC .AL HEAT R \F IS FAF T OF
H AT11JG SYS=MSlu
F .O`/IDE S.A✓iPLES OF ALL FAIhITs AND r1 CIF'GUL.NTING 5'r`STEh^. 1_OW PRESSURE/TLMPER,ATURE -01-E50 I.0 1.5
EE PLACED ON FRO.EN SUrP.F.AGES. NO R^rC=T.I: LIGHTING - .A MINIMUM OF i5°o OF FERN1,ANENTLI' r 0 l \
STA!'JS FOF� ARGHITEGT'S AND;'OR C!^1NEF:5 -IN�,ULAT' GIRCULATIPJO HOT WATER 1.5 `J
ADCITI VES SHALL BE ALLOWED INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMFS. LOW TEMPGf�AT'URE LO-660 0.5 O I.O 5
Af'PRO✓AL. PIPES TO THE LEVELS ON TAELE I.
WITHOUT WF.ITTEN FER MISSION OF THE LOW-`✓OLTAGE LI -HTING E :EMFT ` VCCNGENSATE O -
ARCHITEGT ,ALL COiJGRETF IS TO BE S' - _
GYPS!JM NALL._EOARD CIR CULAT!NO HOT WATER SYSTEh'15: - ' I �
EED EF,, ANY I.0 I.0 I5 6.0 �- 1-A � �-
MIN 5,500 f�.s.l. AT 2� D%A1`S 4 4,000 --- - --- � c, -, _ -, -INSUL ATI= GIRGUL ATING HOT WATER COC)L11J(=; SY`�'EM� (� _
PSI FOR GARAGE SLA;". F�'.G'/!CE ALL INS TALLED A5 f ER .,ECTIOhd R70a.Z.__ .
T+�ROUGH R7o6.5.( OF THE INTERNATIONAL PIPES TO THE LEVELS ON TAELE 1. 50 O 15 - O -
SLEE✓ES ,AND FOUNDATION VENT'S AS CHILLED WA ER, R EFRIOERANT 6C,''-?
P.E5IDENTIA' CODE. GYPSUM VNIALLEOAR® THIS PROJECT COMPLIES WITH THE .5 .V.O
REOUIRED Bl' NYS GODS. UNLE55� AFPLICATICN SHALL BE T.AFE JOINT HEATING ,AND GOOLING PIPING INTERNATIONAL RESIDENTIAL CODE, VERSION ,AND BRINE 20-600 0.5 1.0 1.0 IS
INDICATED, ALL FOUNDATION SYSTEM. ALL GYPSUM EOARD TO EE I/6° 11,1SULAT!ON: 6015 AND THE 6017 UNIFORi-1 GCDE SUFFLEMEN7
FOOTINGS ,ARE TO BE A MIIJ. a" DEEP 01\1 WALLS AND !/'' ON GEILING-5 I NLE55 -H`/A( FFING CON\/EYING FLU-75 AND 601& SUFFLEMENT TC THE
FOUNDATION N" ON EACH SIDE OF THE OTHERWISE IND GATED. FINISH JOINTS, AEOVE lC5°F OR CHILLED FLUIDS NEW YORK STATE ENERGY CONSERVATON V
Z6
FOUNDATION WALL. PROVIDE TWO �4 J-5EADS. NAIL DIMPLES, CO�:NERS AND EELOI'! 55'-'F MUST BE INSULATED TO GONSTRUGTICN CODE U
DEFORMED BARS CONTINUOUS IN THE EDGE5 el- ALL EE TAPED ANC RECEI`✓E THE LEVELS IN TAELE 6
FOOTING. ALL 4" THICK CONCRETE THREE GOATS OF JOINT GOMPOJND. NO_TE5_: IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL 1� O
SL AES TO HA /E (\� !O!10 WELDED - TO DRY EDTWEEIJ ENERGY EFFICIENG CODE, THE- PROJECT
�- ALLOW 24 HOURS I. OBTAIN ALL PERMITS FRIOR TO r Y r-
WIRE REINFORCING . ,ANCHO EO`TS IN GOATS. FINAL GOAT TC EE SANDED 5T GOMFLIANGE METHOD CHOSEN I5 TOTAL U
GCIJCRETE SHALL EE HOOKED 5/fi" `"� THE Af?"T OF WORK. r� � O
51 100TH. METAL CORNER EEAC TC ED UA-ALTERNATIVE .AND A RESGHECK HAS SEEN V ,
E: AT MAN. O.G. PROVIDE EITUf�S U5TC ON ALL OUTSIDE GORNTRS ,AND ALL EECROOM TC EE PROVIDED SUEMITTED WITH THESE DRAWINGS. O O
AND JSION JTI JT5 SETS. 'J SLAES AROUND ALL OPEN!1dG5. WITH ROD & SHELF, ALL LINEN ( 0 O
AND FOUPJD,ATI01`J WALLS. ` `I
GL05ET5 TG BE FROVIDED WITH 5 c
FIRS�LO(KING THIS PROJECT COMPLEX WITH THE INTERNATIONAL CL1-`fi,ATlC X� 0 (SEC -a F
[-LECTRIGAL Rows OF SHELVES. �, ., �-�fi- 1� � I���I�1°I �•� T�1�� �_ V l
FIRE ELO(KING SHALL BE FRO`/IDED, MECHANICAL GODS, CHAPTER 12 THROUGH _4, O N
ALL WORK SHALL COMPLY WITH THE THE INTERNATIONAL FLUMBINO (OCE, CHAF7E:F, ,�( ) �' 7 � �7 �I'.I I- -I-IT IAL (�(��E z
AS PER SECTION 8506.15 OF T1iD NATIONAL ELECTRICAL GODS AND ALL n
T 5. D.;OR TF?IM AND BASE MOLDING -�r R I T_
RESIDENTIAL CODE OF NES^, YOF 25 TH OJOH 56, THE IN ERN,ATION.AL ELE�TRIG
STATE, LOG.AL, AND UTILITY GGI�IPANY TO M.ATGH E=XISTING r � � -, `� �
STATE, TO GUT OFF ALL (ONCE,ALED ,ODE, GH,Ar-TER 55 THROL�i-i 4_. SUBJECT TO DAMAGC- VV 4
CODm AND REGULATIONS. ,ALL GIr.CUITS
WIND DESIGN Q
FRCP^
D -T O - �IGS (DOTH `/ERTIGAL S++ALL EE MINIMUM 15 AMP. POWER WIRING 4. ALL E.-�THROCh,C FI`.TUF?ES .AN;D GROUND SPEED a TCPCG S!"'EGIAL WIND SEISMIC
AND HORIZONTAL). SHALL BE MINIMUM 14 A1^,O. (ON'✓ENIEN(E FAUCETS TO EE SUPPLIED BY Ol^JIJER TG THE BEST OF MY KNOWLEDGE, BELIEF AND SNOW (MPH? RAPHIG WIND BORN DESIGN
FROVIDE FIRE ELO(KING IN c .- FROFE5510NAL ..UDCEI'-ENT, THESE FLANS LOAD EFFECTS REGION DEi 815 G,ATEGORY WEATHERING FROS- LINE TERMITE WINTER ICE FLOOD A'R EAN
OUTLETS HALL_ EE LOGrATEC I- A-7,0VE AND INSTAL LEC EY GONTR ACTOR a DEBT+ b �n u1
CONGEALED SPACES OF STUD WALLS FINISHED FLOOR UNLESS OTHERWISE AND/OR SFEGIFIGATION5 ARE IN GOMFLIANGE J. 70i,IE m f D�5!0N BARRIER HAZARDS g FREEZING -' dN%IAL m
AND PARTITIONS, INCLUDING FUF.REC INDICATEC. .ALL SWITCHED TC BE w/ THE ?015 !EGG, GNC PRINTING AS ADOPTED ET' TEP P eEOUIRED " INDEX to i O
TEYF � i r z
F N SHES TO EE SUFPL I EDz o
SPADES ,AT THE GEILING AND FLOOR LOGATfi.�C 5C," AE0✓E THE FINISHED FLOOR B'Y OWNE a 6
NYS, AND THE 016 NYS ENERGY CODE � N
LEVELS. CONGEALED HOF=I`,JTAL UNLESS OTHERWISE INDICATED. SUFFL"' SUFFLEI-IENT Eo 150vu';;_ NO NO I MILL B- ✓C� �T r-ioD TC FEMA � � tll
SROM
SE IEE BFC, HEAVY 15 YES_ FLOOD_ 500 OF X5_4 O z
FUr:RED SPACES SHALL ,AL_50 EE FIRE RECGMMENDr,D LAMPS IN ALL FIXTURES. LOOAST MAP ��5�_
ELOCKEC AT INTER`/ALS NOT
E\DEEDING 10 FEET. P.ANEI._ d v
IY
TOL)L) O'CONNL-1
I C
T 'NELL,AIA
ODD O'CON
1200 Veterans Memorial Highway
Suite 120
EXISTING BALCONY
Hauppauge,NY,1 1788
P(63 1}650-6666
i d -6667
F(631)650
C(516)658-0325
2"X4" C.T.
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421. GYPSUM BOARD
FINISH ON CEILING n
AND HALLS
EXISTING
FINISHED
ATTIC Vx
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WALL 0ON5TRUCTION:
' 6- € I' .�'- _. - O -�•' T�'' X41/
2"x4" STUD WALL a
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16' O.C.Y2" GYPSUM
BOARD FINISH
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NOTE: CONDITIONS DRAWN AND TED DOOR
No
AS EXISTING ARE To BE CONFIRMED NOTED
START OF CONSTRUCTION. ARCHITECT IS! K z
LLI
TO BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES
:3
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11 1 FINISH ON CEILING PROVIDE MINIMUM OF .55 AIR CHANGE PER 2"x4" STUD WALL a
HOUR IN FINISHED BASEMENT 9 A MINIMUM AND WALLS IV' O.C.Y2" GYPSUM
Q
OF (b FEET CANDLES OF ILLUMINATION a BOARD FINISH
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RCNYS (2)2" X_10" R.R. 2"X4" C.T.1 (2)2 X I R.R.50\/E THE FLOOR AS PER R305 OF THE
® 161, O.C.
8'-2 N.H. 2
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STRUCTURE SHALL BE VERIFIED IN
X
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BE BROUGHT TO THE ARCHITECTS fru
ATTENTION IMMEDIATELY.
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rA TIE IN-BETWEEN rA
i6 A-
EX15TINO COLLAR
TIES AT 52" O.C.
211 X 1011
21, X 101, R.R.
lu
EXTERIOR WALL CONSTRUCTION 0
(:2):211 101, R.R. La I (:2)2" X 10
--------- tu
-2" X 4" WOOD STUDS @ 16" O.G.
PROVIDE R-15 KRAFT-PAGED BATT N.H. N.H.
73 c;
INSULATION AND 1/2" INTERIOR GYP.
BD <
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INFILTRATION BARRIER AND SIDING LU
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NEW FOL;fRE:,) CONCRETE DETECTOR N1 SATTE;:,:"'r
MIN 12" A.F.F. AS FER SE:-'7. 225�2 T t'- z
SECOND FLOOR PLAN 11
NYS GO[7)'" W (1
NOT=) W.H.NH
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SCALE: 1/4" 1'-0" z
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