HomeMy WebLinkAbout43647-Z Town of Southold 10/21/2019
0
a P.O.Box 1179
a' 53095 Main Rd
01 � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40790 Date: 10/21/2019
THIS CERTIFIES that the building FIREPLACE
Location of Property: 390 Oak Dr., Southold
SCTM#: 473889 See/Block/Lot: 80.-2-14.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/9/2019 pursuant to which Building Permit No. 43647 dated 4/15/2019
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:
RECONSTRUCTION OF FIREPLACE AND CHIMNEY, AND ELECTRIC REPAIR DUE TO FIRE DAMAGE OF
AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Gallagher,Christopher&Catherine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43647 08-26-2019
PLUMBERS CERTIFICATION DATED
00d Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y = ' TOWN CLERK'S OFFICE
oy • 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#: 43647 Date: 4/15/2019
Permission is hereby granted to:
Gallagher, Christopher
PO BOX 287
Southold, NY 11971
To: reconstruct fireplace and chimney as applied for.
At premises located at:
390 Oak Dr., Southold
SCTM # 473889
Sec/Block/Lot# 80.-2-14.1
Pursuant to application dated 4/9/2019 and approved by the Building Inspector.
To expire on 10/14/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
Total: $250.00
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 9,19S7)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' Q
Date. I
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: 3 �/ V �1 v 1 `
House No. Street Hamlet
Owner or Owners of Property: C/0'Ar l� L�'�V
Suffolk County Tax Map No 1000, Section Block 0 Lot f
10 Lq--
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: - /
Request for: Temporary Certificate Final Certificate: y (check one)
Fee Submitted: $
Appy ant Signa re
I
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, G.474fif''1 a.F-� GAI-L 00 6-iL residing at 3 Po o4 l; p R i v,-- 1?v f�G�r a8
(Print property owner's name) (Mailing Address)
do hereby authorize &A%tbae\ McLC,nnd,
(Agent)
P-cdy-\i ec_�, a C, to apply on my behalf to the
Southold Building Department.
r�, AJ/� 111,2
(Owner's Signature) (Date)
(Print Owner's Name)
®�*oF SO(/ry®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G ® aQ Sean.devlin(cD-town.Southold.ny.us
Southold,NY 11971-0959 mss`
C®UNTI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To. Christopher Gallagher
Address- 390 Oak Dr city Southold st: NY zip: 11971
Building Permit# 43647 Section 80 Block 2 Lot: 14.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: JC Sullivan Electric Inc License No 57832-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt Ceding Fixtures 2 Motion Fixture 1
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO Detectors
Sub Panel A/C Blower 1 Range Recpt 40A 4'LED Fixture 4 Pumps 1
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 14 Twist Lock Exit Fixtures Combo SD/CO 3
Other Equipment DW, Fridge, Range
Notes. Fire Damaged. Service Repaired. Basement and Kitchen Wiring Fixed/ Replaced
Inspector Signature: Date: August 26, 2019
S Devlin-Cert Electrical Compliance Form As
l
-u
SOUIyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
/1F UNDATION 1ST [ ] ROUGH PLBG.
UNDATION 2ND [ ] INSULATION
AMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
:�qw/ �O�-00 & 0,
I v Q�w vl
""D
DATE INSPECTOR
OF 30
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST 1 l pfnp [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY r[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
- [ ] CODE VIOLATION [ ] CAULKING
REM RKS:
o -
DATE INSPECTOR
SO(/Th°
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -,
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] IN ULATION
[ ] FRAMING /STRAPPING [ FINAL qp(w c
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
uA'w . (1) sa-eaq.
\0
WA,)
DATE �I INSPECTOR r
OF SOUTyO� Gi 7
# TOWN OF «ISOUTHOLD BUILDING DEPT.
°`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) pleg
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE OAU INSPECTOR
�n u OF SO//T�°
# * TOWN OF SOUTHOLD BUILDING DEPT.
couNtv,�� 765-1802
E
. . - 1 NSP TION C
[ ]
- FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]'MSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
ow
DATE l ? INSPECTOR _
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
y
'FOUNDATION (2ND) AM— a two
z
o
t�j I
li v
ROUGH FRAMING&
PLUMBING F f
r 9
' e9�000
_ 1
INSULATION PER N,Y; y
STATE ENERGY CODE
'w oy-
FINAL 6 t
ADDITIONAL COMMENTS
m
;
o
' d
' b
,H
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 11971 4 sets-'of Building*Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
-;Fie C.O.Application
uD Flood Permit
Examined - ,20 ® Single&Separate
- 9 2019 ` Truss Identification Form
�PR Storm-Water Assessment Form
Contact: I I
Approved 204 �®U'�A.`� 'Mail to:
TOWN®�- /J I �
Disapproved a/c /j ►�4 iS_toLl��/I Kr141I'�`�o
ry
l��� Phone:( a"�I 1-1
Expiration 20
S
Bui ' pector
APPLICATION FOR BUILDING PERMIT
Dated , 20
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 in 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 ap licable Laws, Ordinances or
Regulations,for the construction of buildings, additions,or alterations or>for removal or moliti n as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housi g code,an regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
S ture of applicant or name,if a corporation)
2k Ma"h SNIMe k S�Vnq fh-00)k IA 1 k Ro
(Mailing,address of applicant)
State whether applicant is'owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Aqe
Name of owner of preifiises`CQL)ob-�tr�ne Ga\\caa�C-
(As on he tax roll or latest deed)
If 1plicant is a co oration, signattlr of du authorized officer
A4r-4
(Name and.title of corpo o facer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
3 Q a 0aVL '( dye SaJk%Q Cc
House Number Street Hamlet
County Tax Map No. 1000 Section Ro Block Q7 Lot p� a
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 5►nQ�P J00,>;\u dt.v�.14 icQ
b. Intended use and occupancy cNaNt VamNNN d.ye%v)q-
3. Nature of Nor (check which applicable): New Building Addition Alteration
Repair Removal Demolition— ther W a�.
$ tion De
'�' � -� scri
4. Estimated Cost 30,000 "" ' t ( � p )
Fee ��' ���a p � $ A
,,� (T6;be aid on filing this application)
5. I welling, number of dwelling units Number of dwelling urWs,gn each floor
If gage, number of cars
6. If busine s, commercial or mixed occupancy, specify nature Afid''extenif of each type of use. _
7. Dimensio\oexisting structures, if any: Front Rear Depth
Height Number of Stories'
Dimensions of sam structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new c struction: 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 ituated
12. Does proposed construction violate any zonriig�law, ordiTn,a_n,ce or regulation? YES NO
13. Will lot be re-graded? YES NO V Will excess fill'be removed from premises?YES NO V-
aVWV,\14 d-
14. Names of Owner of remises k Ad& ss °'p��287 Sa""��n ,"-Y Phone No.65 1 -7' S-I"
Name of Architect Addres Phone No bl it LAvG
Name of Contractor kj,L-- .l a ,a„.� Address ` ° 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 MAYBE 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.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
JAMES LOUIS LARUSSO
STATE OF NEW YORK) Notary Public-State ofNewYork
SS: NO 01LA6275952
Qualified in Suffolk County
COUNTY OF My Commission Expires Feb 4,2021
Mt��el mcw gi nGt) mss being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed thi ork and to make and file this application;'
that all statements contained in this application are true to the best of his kn74edge an 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 4flz L 2017
i
Nota Public Signature of Applicant
�o�gUF1'oL� BUILDING DEPARTMENT
TOVHN OF SOUTHOIDaI Inspector
N Town Hall Annex- 54375 Main Road - PO Box 1179
• Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
roper.richertAtown.southol d.ny.Us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: i S (w Date: 1 j
Company Name: r 6,/ PGS !�_ '7 G _ -
Name: n`S 5, ut'7 _
License No.: 5`7 g 2 email: ^(�, ►► �., 7 C ,�a
Address:
Phone No.: 5 - 6 43-Act W
JOB SITE INFORMATION: (All Information Required)
- Name: _ I �''
Address: q s ✓'� o . __ �I
Cross Street: o„
Phone No.: t - -
Bldg.Permit#: 3 tI email:
Tax Map District: 1000 Section: Q Block: ot: ,
BRIEF DESCRIPTION OF WORK(Please Print Clearly) r;I-- P-4r c,t�-
aur�.'�o �T 1142y
Circle All That Apply:
Is job ready for inspection?: NO Rough In Final
Do you need a Temp Certificate?: YES/do Issued On
Temp Information: (Ail information required)
Service-Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead
*-Underground Laterals 1 2 H Frame Pole Work done on-Service? Y N
Additional Information:
-PAYMENT DUE WITH APPLICATION L_ U VL`��
AUG 2 0 2019
82-Request for Inspection Formals ��
�� 1 � ��t? •� i4�4'LSi��1 i� �-PL'
*' New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
%4j,
^^^""^ 113015508
CLEANCRAFTERS RESTORATION
SERVICES INC
16 CAIN DRIVE
BRENTWOOD NY 11717 SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
CLEANCRAFTERS RESTORATION SERVICES TOWN OF SOUTHOLD BLDG DEPT
INC T/A PAUL DAVIS SYSTEMS OF CENT TOWN HALL ANNEX BUILDING
16 CAIN DRIVE 54375 RT 25 PO BOX 1179
BRENTWOOD NY 11717 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
1980415-4 825269 07/18/2018 TO 07/18/2019 4/5/2019
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 980 415-4, 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:/ANWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS,
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
VALIDATION NUMBER:82253802
U-26.3
EW
f-J" YORK Kers'
orn CERTIFICATE OF INSURANCE COVERAGE
Boardensauon
DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier
1a. Legal Name and Address of Insured (Use street address only) 1b. Business Telephone Number Of Insured
CLEANCRAFTERS RESTORATION SERVICES INC
16 CAIN DRIVE 6314341139
BRENTWOOD, NY 11717
Work Location Of Insured (Only required If coverage Is specifically 1c. Federal Employer Identification Number of
limited To certain locations In New York State, i.e., a Wrap-Up Policy) Insured Or Social Security Number
11-3015508
2. Name and Address of the Entity Requesting Proof 3a. Name of Insurance Carrier
of Coverage(Entity Being Listed as the Certificate Holder)
TOWN OF SOUTHOLD WESCO INSURANCE COMPANY
TOWN HALL ANNEX BUILDING-54375 RT 25 3b. Policy Number of entity listed in box"1a.":
PO BOX 1179 0128863
SOUTHOLD, NY 11971 3c. Policy effective period:
4/5/2019 to 12/31/2020
4. Policy provides the following benefits:
®A. Both disability and paid family leave benefits.
❑B. Disability benefits only.
❑C. Paid family leave benefits only.
5. Policy covers:
®A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law.
❑B. Only the following class or classes of employer's employees:
Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier
referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage
as described above.
Date Signed 4/5/2019 By
(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number 800-535-2711 Title Vice President
IMPORTANT:If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized
representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it
directly to the certificate holder.
If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8
of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the
Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200.
PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked)
State of New York
Workers' Compensation Board
According to information maintained by the NYS Workers' Compensation Board,the above-named employer has
complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of Authorized NYS Workers'Compensation Board Employee)
Telephone Number Title
Plase Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS
licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT
authorized to issue this form.
DB-120.1 (10-17) �I�IIuI'D11°111111°111°�I1111IIII�I
CERTIFICATE OF LIABILITY INSURANCE 0410612019
THIS CERTI ICATE 18 "UEO AS A MATTER OF BPMNATION ONLY AND CONFERS NO RICHTS UPON THE CERTIFICATE HOLDER THIS
CERTIMATE DOES NOT AFFIRMATfVELV 01L NEBATTVELY A ZNO,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE MXIES
BELOW. THIS CERTIFFCAlM OF'UURAN"6OE6 NOT CONSTITUTE A CONTRACT BETWEEN THE 1S3UMfG INSUAMaj. AUMORM)
REPRESENTATIVE OR!PRODUCER,AND THE CERTi='fE"OLDER,
RAPORTANT: M 1111 WMftAft hOWN b Sn AMTMAL 01SURED.IM pourAl aj tAlras to tr4ftfo 1. If suslROGAT"M VAATVM tuDjaa to
the WM rand 0001011 sYs Of Ow polity.CwWn.Po0clad May metals an 0TOM wutnl A tlbvimanl Dn dhb con*cab ODed nos Dostln t phb 1a 1M
etfurc b"Im 141 fIPY 01 sua)trrd
PROonDa
ARMR.Network LLC _ µ00t E3bD59U llpb03b9565
1780 EarrrwoW Awe Suht 130
L1I007rkn,tM 63561 .,.._ __ _ -
an ronitsac. Awl.
O ..Chft GM9 td Insum"M COMM;kc —. 10052
Cte"af era Resiwatton Serrmmd 8+C C -
dw Pard Dave Redtwow of Lory Islam p'
18 Calf:Dere
Elmdowd my 11717
COVERAGES CERTIFICATE MUMM • HEVIp1ON f1UM8&7ts
TM N TO CERTtfY T1MT Tf03 POLICIES OF t?i5i7AANCE USTEO artow►LAVE BEEN ISSUED TO TIM INSVRED NNIOD ADM FOR VS pCkW pV=
WDICATEO kV WT17S7MVM ANY fREOU8 SOW,TERM OR COMMIN Of Ifl+itl CO MVC!OR 07"ER DOCLuen wT11 REBpW to W cif THOS
CERTVICATE URY BE MS=OR @LAY MTAK THE IN {AFFORDED 6Y.THE POLICIES OE5CR1t13D HEIIEN IS 3MXCT TO ALL THE TV=.
EMUSIONS AND CONt%T#M OF SUCH FOULµ *A%U"REDUCED I3Y.PAtt1 CtAN8
IL tYRCr�gea3r�q _ ---- - --•
oanw uasun MA d 1 DQ0 000
X OD"Eacu c GEMM"Lt slsgtrr t 1 �� loom
X
Cosa El Cxu; w :� d 6A00
A CPlYldt►fMOLD i X FEt-ECC•t198?-03 I05>tbr1018 0Y18/lOtD rEaStd+ut oLfatr � 1D0DA00
--�•»•,.��,...,. _ 4EAtgRUActsRl3Att 1 2.0 OAW
oltrt�t:ta#CATEtawt BDEP � w10Q�t;rd.ot>trhDy�GA I; 2.000A00
t' r LOC
LWAM !
_ iOD.Y.uAn,'.owoy I,
tUrlrbbSS i ALM +ED , oODt r aWAt Ps Jnr�d
HRtDA1110S r
WwwwLin {(t EAO+DCCs,4aEtcE„__ �a 2.004000
esrtdts td►a NCseivSarat?di k FEI.EXS-149983-03 iOS fbl10t0�OSn8rdp19 /fgf?ECfI! }
�I f , t ►
1wort7Q31de®faRe�LYwn �
U�1 t1!4b,17tIS1'L16ti1rrt i "-"a�.
AM CW#EM81Pl MFORPA1lT0lLarDr1C.+Tvt rtµ! 1 7 I—
C+'17lR LtttitlDlM �P e• !!! ;L:[4CH ALCQENI.____ I
--- lo+►asatlt+toy - { } r ►D5113E.Ew[vR��.{..�._. _ ,..
r o+ O+l�d>F�r o„ i I ft 1 I t t nsbldE ►CJCt Lae t i d - - '- ,-,- -- ------ `-- ---`------
l^ A COMSMD FORM X X FEE'E CC-14962.03668 105118/2018 0511SQ019 Set Deunpbon
8 BAILEE'POLICY X i X 6615.93.10 + 09101/20181 09MI12019 Pet Ott E cog 311000.000
s
o�seassnottrnordRArrs�sltlCaTlOt.d+vzlaClis tL�YnALDADIn.aee�.Rvnresacrao,:a.,rnza.t»e.roI
COMfOM11 Po14Ron Ll L)q Lkwiis 1000.000 per oonnrerxX
Oedtsd®litL
Comm wl General Ltabdly 310.000 Det ooewenct
PoauDon LiaDSLty i10•D00 per cwWdton
Ptofewo,w t ratsbelf 510.0"ov wtwvhs,eel
CERTIFtCA7F HOLDER 15 LISTED AS ADDI40NAL RdWRED
CERTIFICATE HOLDER CANCELLATION
TOWN OF SOUTHOLD SHOMI)ANY 011x1 A80Va MUMS)PEXtCIES RE CANCELLED SE11?RE
THI LIPIRANON DATE TH"f01, NonCE Writ ft[ DELNFhiD IM
TOWN HALL ANNEX BUILDING ACCCRusaCEwt1HYWfP LICYKOwsrcarE
54375 RT 25
PO BOX'1179 7'KFRESA BGibNEY
S_OU_T_HOLD,NY 11971 _
ACORD 28 T2010r06) r T 1S88.201D ACORO CORPORATION All rights!re3erned
rn.ACORO nsror ano logo are reglsterr0 tnorks of ACORO
QrP� oY
CONC
MON 6-. CP S_ C®HS# R10- 94 - 0013
DWELltlya
t1�7 1.2`2
0 Z S. ??a 44' off
m
I0 c
O P/0 L07 37 ►-
1-4 t0r (m OOT37 " 2I ` co O V,/ 0 /M
-
NogLL /
Z I
N S9 6
lr
\ 0 0, O
N6
'�%_ "I I o.
ax
Ick 38
'I - —
4� /! S T, c
55 1
X0 4?4jZZ
_ C)
WELL CL x
11_84 Q
CP-OVERQ It'
150' �� W
s/o T.H.
\ /9. ' O
z
�o
001, a
l �
C�
O
lip
WELL a CP. \
OVER 150' - _ \/�3 OQO� h�♦
i i�ST MULE _
15_9 .= _
DARK
t� l BROWN
CLAYt '
' LOAM�
15.0
10"
AREA o 19 , 84 2 SQ. FT. to tie fines BROWN
LOAMY
t CLAY
2&'
ANY AL TERA77ON OR ADD177ON TO TM SUTMEY IS A VIOL477ON B Rowro
CLAY
OF SE'C77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. 5.5'
EXCEPT AS PER SEC77ON 7209-- SUBDIVISID,N Z ALL CER70CA77ONS
HEREON ARE VALP FOR THIS AW AND COPIES THEREOF ONLY IFBROWN
SAM MAP OR COPIES BEAR THE 1WRESSED SEAL OF THE SURVEYOR ��'ac COARSE
WHOSE$NGNATURE APPEARS HEREON �� f J AND
RY
S E
C
ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM `ALTERE,D BY' SANDS
MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 15.4'
OF ANOTHER SURVEYOR'S MAP. TEEMS SUCH AS 7WSPECTW'AND
'BROUGHT-TO-DATE'ARE NOT IN COMPLIANCE WITH THE LAW. BROWN ATER tro
COARSE
The locations of wells and cesspools shown hereon are from neld AND VERY
observations and or from data obtained from others. COARSE
9 SANDS
17
THE WATER SUPPLY AND SEWAGE DISPOSAL
-FACILITIES FOR ALL LOTS IN THIS DEVELOPEMENT SURVEY
COMPLY WITH THE STANDARDS A''TMENIREMENTS
HEA SUIT V E 0' ®F P!T OPEf'� T Y
OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
CERTIFIED TO, AT SOUTH®L®
'DONNA M CARVl L
TOWN /11c S®CATH®L
FIRST
OF NEW YORK N TITLE INSURANCE COMPANY - SUFFOLK COUNTY ��1. Y
632 - S - 4088 1000 - 90 - 02 - P®® 14
SCALE 1" = 30"
ELEVA TIONS ARE REFERENCED .IAN. 29, 1993
TO AN ASSUMED DATUM. MAR. 22, 1994 ( foundation 1
}�— FEB. 49 2000 f final 1 _CZ3_�+
S !p G,- �jUj yj y:i)BP R. 1lf)�NT 0_k' . A1-T1�1.SW^fir 9
�F j1{€ f), irTa� 1?�s,� �;TtaS �3is ""XNCE
�g14yR�OFOR
7 GO
c*r 3/4/94 CERTIFICA77ON
9sup-pt"- c2Wsi 4irS E"e Bi gg!j."1:5 ?]tx z 't�]LO♦P,I
M. $. LIC. NO. 49618 2/2/94 CERTIFICATION ��•�" }A�:':0�fhj?µ„="6'tc L
and
C.
0/1/9.9- /prop = r; flC;�S;.
I-OT NUMBERS REFER TO BLOCK '•D
31) 765- 1797 • MAP OF REYDON SHORES, INC.; BAYVIEW
L. I: NY. ' FILED JULY 2, 1931 IN THE OF' l E 8":'.lien A-
. c'3i'�P°�'•wIZ4e1:
1230 TR EET OF T�E•SUFFOLK COUNTY CLERK AS MAP N . 631 Office 0?VJzatze artd Was— -water MarmSemot
SOUTHOLD,- N.Y. 11971 3&193 rev/_514;_n3___
ASR Ate
GENERAL CONDITIONS FRAMING FRAMING (continued) r
1. Minimum header size to be (2) 2x6 unless noted otherwise on plan.
1. All work shall conform to the codes listed on the cover sheet. All codes h. Fire blocking as required.
shall supersede the drawings and shall be incorporated into the drawings, whether 2. All structural framing Lumber to be doug fir #2 or better,
they are indicated on the plans or not. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may 2. Bearing Walls supporting one floor or more: .�
be substitued for doug fir. No spf lumber may be used except for sill, a. Partitions must be constructed 'of minimum 2 x 4 studs spaced 16" o.c.
2. Contractor shall check and verify all dimensions, notes and conditions at the plates, and studs. of type lumber specified unless otherwise noted on plans.
site before any construction work is started. The Contractor shall notify the
Architect of any discrepancies or conflicts in the drawings and/or field 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor I I
conditions before starting the work. The discovery of discrepancies after pressure treated unless otherwise noted. joists shall be centered directly over and below bearing wall studs with a ex.
oil tank
beginning the work shall be the full responsibility of the Contractor to correct. tolerance of no more than 1" unless substantiated engineering calculations. I I I
4. All wood subfloors shall be %4' thick T&G subfloor with a minimum " approx. location
3. Contractor shall locate & stake out all existingunderground utilities prior to an span rating of 48/24, to be glued and nailed to joists. c. Interior bearing stud walls must be sheathed with a minimum 1/2 gyp. bd.
9 P Y of existing waste line M ii --a E:,h
excavation. The utilities shown on the plans are an approximate location only. fastened accordingwall manufacturer recommendation and to dryfireblocked.
5. All wood frame openings in floors, roofs, ceilings shall have aminimum -� Existing I I
4. Contractor to be responsible for arranging all necessary permits and double trimmer and header framing unless noted otherwise on plan. Comer Bracing: u t7'-10' a C-& r i n ."a
inspections, including obtaining the Certificate Of Occupancy (C.O.). 1. Unless otherwise noted brace exterior corners of buildin with 4 x 8 I ood o .� Unfinished Clg.
APPRO ED AS NOTED 6. All wood frame wall openings shall have minimum of single Jack stud plus 9 plywood
5. Written dimensions shall have recedence over scaled dimensions and lar er sin le Kin stud posts at each end. sheet of thickness to match that of sheathing. x E Cellar existing l i�
P 9 g g `CM " I I I 4 Atrch hoot
DATE: B.P.# scale details shall have precedence over smaller scale details/drawings. 7, All hanging wood joists and rafters shall be supported with steel 2. Overlap plates at all corners. c'o seat R/R girder in ex.
Drawings are not to be scaled. - R/R(3)2"x10" F.J. +l
FEE. �� BY: joist hangers. Nailing: Nat oc beam pocket and wrap
6. An deviation from the Architect's drawings must be submitted to the Architect �- due to fire damage with soft bitumen flashing 21 Main Street Stony Brook NY 11790
NOTIFY BUILDING DEPART T AT Y . . g 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, 1. All nailing shall comply with nailing schedule in the 2015 International g to protect from direct
in writing for approval. l I I contact with concrete
765-1802 8 AM TO 4 PM FOR THE or exposed to the exterior use stainless steel or hot-dipped galvenized Residential Code and nailing schedule shown on plans. R/R section of low hone. 631 686-6585
FOLLOWING INSPECTIONS: 7. Contractor shall be responsible for adequately bracing and protecting all work joist hangers & fasteners only. girder due to fire ex. p
1. FOUNDATION - TWO REQUIRED Burin construction against damage, breakage, collapse, distortion and Alignment: damage to match ex. HVVH fax. 631 686-6786
9 9 g 9 P 9. All sheathing shall be a minimum of X" CDX plywood on roof 1. All rafters and fists fromin from o osite sides shall to at least six (see detail 'A'same sheet) existing chimney
FOR POURED CONCRETE misalignment according to applicable codes, standards and good practice. and 1's" OSB plywood on walls unless noted otherwise on plans and J° g pp p �+ e+ I I I foundation to email. MMacrinar7a optonline.net
(3) inches and be nailed together with min. (3) 10d face nails. remain web. MMArchitectAIA.com
2. ROUGH - FRAMING & PLUMBING 8. All work shall be performed in a first class manner with all new materials. fastened to studs as per nailing schedule. �o�------ existing coi _
3. INSULATION Contractor shall provide all equipment, labor and materials necessary for 2. When framing end to end joists shall be secured together by metal straps. footing 2'-0 These plans are an instrument of service and are
10. Provide Double all Floor Joists under All Parallel Walls Above unless noted
4. FINAL - CONSTRUCTION MUST the proper execution and timely completion of the work. Contractor shall --6- -- „- - - = the exclusive property of the architect.
be responsible for dil materials and equipment stored at the site. otherwise on plan. ^I low iii m)1 remain---- --- Infringements of the concepts and design ideas
BE COMPLETE FOR C.O. p -new I presented on these drawings shall be prosecuted
ALL CONSTRUCTION SHALL MEET THE
p p p 12"X10" - ____.�----, o b� to the fullest extent of the law. Co i ht 2018:
9. All contractors and,their subcontractors shall carry insurance that will protect 11. All rs later ll wood frame walls shall be doubled and overlap with N (2sh hdr. _I .1 j Michael Macrina Architect, pc. All rights reserved,
i tD
REQUIREMENTS OF THE CODES OF NEW intersecting walls if possible. H fl� ----�__-
the Owner and Architect from claims from damages for personal injuries, new 3"dia. ex. oil I i - N no part of the plans may be reproduced without
YORK STATE. NOT RESPONSIBLE FOR including death, which may arise in connection with this project. 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress steel column t6" furnace Illi I the expressed written consent of the architect.
DESIGN OR CONSTRUCTION ERRORS. and a min. of 1.9x10 (E) modulus of Elasticity. from ex. column i i o
10. Contractor to indemnify Architect and Owner and hold harmless. new hearth
13. All shims under cellar girders to be steel only. extension above I Illi i =
11. The Architect is not responsible for construction means, methods, techniques, see fireplace detail'1' LL11'
I o -HDrawing Status
sequences, procedures or for the safety precautions and programs in 14. Wrap all girders that sit in concrete beam pockets with soft flashing to 171" j fir)
connection with this project. prevent direct contact with concrete. 11
C) c new(3)2"x10"
12. Match all existing conditions as they relate to finishes, lighting, coursing, Bolts in Wood Framing: X ca flush beam
dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 1. All bolts in wood framing, where specified on plans shall be standard N m
plumbing and ductwork that may be concealed in walls or ceilings being revised, o new(2)2"x10" Issued for
COMPLY WITH ALL CODES OF P 9 Y 9 g machine bolts with standard malleable iron washers or steel plate washers. ` } flush hdr. i 111
to provide a complete job in all respects. I I I
NEW YORK STATE & TOWN CODES 2. Steel plate washer sizes shall be as follows: " X III 2'-0"
REQUIRED AND CONDITIONS OF 13. All contractors and subcontractors shall be licensed and insured as required. a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16 l
AS RE b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . R/R(4)2"x10 F.J. Const l Ct i o n
14. Contractor to obtain Owner's or Architect's approval for all materials, finishes,
and equipment prior,to purchasing. All equipment and materials are to be 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt.
at 12"oc I I I I __
installed per manufacturers written specifications. / g due to fire damage lII -00
H
_S r D 4. For sill anchors, see typical details on architectural drawings.SOTMI I I I
15. Contractor shall keep site clean and free of debris. lil
���5 Lag Bolts:
ex.
16. These drawings are the property of the Architect and shall not be used 1. All lag bolts where specified on plans shall be of structural grade steel. (I EP
< - without his consent. Drawings shall not be used for issuing of a building
permit unless signed & sealed by Michael Macrina Architect, p.c. 2. Washers shall be placed under the head of lag bolts bearing on wood.
Length of lag bolts shall be minimum 2/3 depth of members being bolted
17. Contractor to follow all manufacturers specifications, recommendations and together. (D Dates
installation details on all products used in this project. Notify the Architect
of any conflict between the plans and manufacturer's specifications, 3. All bolts that are in contact with pressure treated lumber or exposed to oN Existing CMU chimney foundation 4/8/19 Issued for construction
recommendations and installation details prior to installation of product on exterior are to be stainless steel or hot-dipped galvenized. m L to remain. Contractor to verify ex.
OCCUPANCY OR this project. Contractor shall be responsible for correction of any work that o footing size and consult with Architect
prevents the correct installation of a specified product as shown on the Altering Structural Members: Partial Cellar Plan X3
drawings. 1. No structural member shall be omitted, notched, cut, blocked out or ° o, prior to starting construction.
USE IS UNLAWFUL relocated without prior approval by the Architect. Do not alter size of 1/4" _ .1 '-O"
18. Contractor shall be responsible for adequately bracing and protecting all work ° .X
WITHOUT CERTIFICATE members noted without approval of the Architect.
during construction against damage, breakage, collapse, distortion and new Simpson PS418
misalignment according to applicable codes, standards and good practice. Built-up Beams:
° strap tie each side
OF OCCUPANCY 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber g R/R
existin
s) members shall interconnected follows: girder girder
DEMOLITION NOTES (for existing structure
a. Members 122" and less in depth: glue and intemail w/2 rows
1. Demolition work shall be done in strict conformance with local, state and 16D nails at 12" o.c. staggered.
federal regulations, including all permits and utility cut-offs. b. Members greater than 9-1/4" in depth or multiple 3x members existing new
RETAIN STORM WATER RUNOFF through bolt with 1/2" diameter machine bolts at 24" o.c. column column
2. The Contractor shall at all times provide protection against weather staggered to & bottom, 1-1 2 from edges.
'PURSUANT TO CHAPTER 23 P P 9 99 P / " 9
OF THE TOWN CODE. (rain, wind, storms, frost or heat) so as to maintain all work, materials 2. Built-up beams or joists formed by a multiple of engineered lumber V6�-
equipment and fixtures free from damages. Repair any damage to members are to follow manufacture specifications No. Date Description
' property of the Owner/Client which is to remain in use, or that of any
person, or persons en or off the site caused b the demolition work Cutting of Beams,Joist and Rafters: Girder Connection Detail '
P p Y 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored x Project
without additional expense to the owner. 9 J �
holes not deeper than 1/6 the depth of the member and shall not be 1/2"
Firerepcarat:ion 3. Provide all necessary temporary supports as may be required to shore all located in the middle of 1/3 of the span. Notch depth of the ends at the Proposed
existing structures prior to the installation of new structural elements member shall not exceed 1/4 the depth of the member. Holes bored or out
required as per required by the demolition work shown hereon. into joist shall not be closer than 2 inches to the tip or bottom of the
NY's Code joists and the diameter of the hole shall not exceed 1/3 the depth of the existing existing Reconstruction of
4. Any and all conditions not shown hereon and uncovered in the field shall be joist. The tension side of beams, joists and rafters of 4 inches or greater --------------------- --- ---
brought to the attention of the Architect immediately, prior to any action nominal thickness shall not be notched, except at ends of members. •
involvingsame. ____ __ ____ __---_ ex.
Existing Fireplace
- Pipes m Stud bearing Nails or Shear Nails: i J ex. Sink L ex. ref Pantry
5. All existing elements to remain, shall be protected during demolition. 1. Notches or bored holes to studs of bearing walls or partitions shall not be i
more than 1/3 the depth of the stud.
6. All existing ductwork, electrical equipment, etc. in areas to be demolished Bridging and Blocking: For
shall be protected and relocated as required according to field conditions. c
P q g 1. There shall be not less than one line of bridging when using dimensional --� Existing Existing
7. Provide dust-tight partitions between areas where demolition lumber in every eight feet of span in floor, attic and flat roof framing. 0� ex. m E existing g g
work is being performed and areas which are finished or in use. The bridging shall consist of not less than one by three inch lumber stove X o sloped ceiling Kitchen o Uncovered
double nailed at each end or of equivalent metal bracing of equal rigidity. oven °' "' Vaulted Clg. a, Deck Chris
2. Block solid at all bearing supports where adequate lateral support is not OI� iG
CONCRETE otherwise provided. Block all stud walls at maximum intervals of eight _i -
------------- & Cath
feet with minimum of 2 x solid material with tight joints. ! �'
1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, g j i _
on the above soil assumption. If other soils are encountered, lower bearing -
under aposts own foundation, beam ancolumn i _ _____________ -H3. Provide blocking ts dto fdation, bd/or coli X
values are to be assumed and the foundation must be redesigned. ° Gallagher
with similar material. i R/R fire damage shoe plate,
2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a Plywood: Dn. t3" stud and insulation to match ex.
------------------------------- existing
minimum 3,500 p.s.i. 1. All plywood shall be Doug fir or equal. It shall be manufactured and 1�
P�^" 9 q t16-1 R/R 8 x13 T.C. 390 Oak Drive
3. Concrete shall be air-entrained. Total air content (percent b volume of concrete graded in accordance with : Re t(3)2"x4"post 2
(p y ) boiler flue
shall not be less than 5% or more than 7%. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood B due to fire damage_ 51" wall o 3 Southold, NY
4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the 2. Each plywood sheet shall bear the "APA" trademark. A-1 o
P Yw �j .c _ -__20" 24"-} d'X W align new chimney
narrowest distance between forms or three-fourths the clear spacing between 3. All end joints shall be staggered and shall butt along the center lines a, new 2"(hick -�� /�°' with ex. ridge above
reinforcing bars or between a bar and the side of the form. Existing c E stone veneer Jurisdiction
of framing members. to match ed sti
- v see elevation)
ng N -___- (
5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement 4. The face grain of the plywood shall be laid at right angles to the joists Living and foam insulation, a composite of cement and wood chips, or other approved and trusses and parallel to the studs. Room x _ \�' g1" Town of Southold
material suitable for supporting and containing concrete. Forms shall provide s o ___ I°' '�
sufficient strength to contain concrete during the concrete placement 5. Nails shall be placed 3/8" minimum from the edge of the sheets. - of o X 20 '20 _ � Suffolk County
operation. Form ties shall be steel, solid plastic, foam plastic, a composite The minimum nail penetration into framing members shall be 1 1/2" t16'-10' 1 io s =3 _.- hearth ii' firebox 00
�� 00 - IC !-l`j
of cement and wood chips, a composite of cement and foam plastic, or other for 8d nails and 1 3/8 for 10d nails. CIg - __-- to j
l I-� '�-li
suitable material capable of resisting the forces created by fluid pressure of existing atch existin wood l'
fresh concrete. 6. All floors and walls shall be nailed as per nailing schedule. % p existingwood-- R/R brick firebox p '�4 /
E ,
�_-� flooring as required Drawn By : •��
Partitions: i to match existing Existing header, contractor to verify if has M.P.
1. General: any fire damage. If so,contact architect 40 �p y
a. Provide solid blocking at 4'-0" o.c. between the joist and first interior / ------------------------------- --- ---- -- b" 4
parallel joist at all gable walls. ;' R/R raised hearth =_ bent metal flashing Checked By: * g/ s
" bent metal flashing to match existing R/R over sealant at each J.
b. Splices of the to and bottom portion of double to lutes must be f2 g g 20" 24" side of masonryM.A.M.
P P P P P over sealant at each (3)2'x4'
staggered a minimum of 24". 2 6 side of masonry c �KN
post 5�" wall Job No. 9r4t
c. Joints in top plate need not occur over studs. •� i �p NEW
d. Lap top plates at corners and intersections. 2"air space 2 6 0) ol0 1917 a 1
e. Plates shall not be less than 2 x nominal thickness. X ° existing'i -H
ai sloped ceiling Sheet Title
f. Notching: Any stud in an exterior wall or bearing partition shall be
permitted to be cut or notched to a depth not exceeding 25 percent its
width. Studs in nonbearing partitions shall be permitted to be notched to GeneralNotes
a depth not to exceed 40 percent of a single stud width. Refer to details
for excessive notching studs. � existing existing existing -Floor P I a n S
g. Drilling:Any stud shall be permitted to be bored or drilled, provided "fir ox
that the diameter of the resulting hole is not more than 60 percent utilize thin stone Existing
of the stud width, the edge of the hole is not more than 5/8 inch to corner pieces into -
the edge of the stud, and the hole is not located in the same section firebox to create a Uncovered
as a cut or notch. Studs located in exterior walls or bearing partitions real stone appearance
drilled over 40 percent and up to 60 percent shall be doubled with not Deck
more than two successive doubled studs bored. Refer to details for mortar
excessive drilling of studs. t4" joint Sheet Number
Fire Box Facade Detail Partial First Floor Plan
1-1/2" = 1 '-O" 1/4" = 1 '-O"
I'
,y
3"tall mortar
o wash align new chimney
I .E with house ridge
0+ E it= � ' ,rr�r as shown
3"thick JiKA i
bluestone cap
�r -n t
Jr.- `IF
' REQUIREMENTS FOR
c� Cr1 n c-a
JL _Jf - ="Ty y'-- MASONRY FIREPLACES
r�Lr A�,rchibect
1i
If
existing roofing r
Elf
21 Main Street Stony Brook NY 11790
Hearth Slab Thickness 4„ min. thickness for hearth extension
to remain IjL
if it _JI brick veneer to ” phone. 631 686-6585
„- Hearth Extension 12 for fireplace opening renter than or
new chimney ,_ _,_ r be selected (each side of opening) P P g g fax. 631 686-6786
equal to 6 s ft.
existing roofing - __ q q email. MMacrina o tonline.net
to remain _jf j J ° web. MMArchiteC�ctAlA.com
_ - -'t
/ = Hearth Extension 20" for fireplace opening greater than or These plans are an instrument of service and are
existing siding /
-rr I (front of opening)
equal to 6 sq. ft. the exclusive property of the architect.
,�
, lei ���, r Infringements of the concepts and design ideas
i =u to remain / �F _]r rr- presented on these drawings shall be prosecuted
brick veneer to " to the fullest extent of the law. Copyright 2018:
�� �� �_�' 40"- ' - Firebox Dimensions 20 min. firebox depth
be selected P
-;, Michael Macrina Architect, pc. All rights reserved,
r n no part of the plans may be reproduced without
Thickness of 8 where firebrick linin is used
9 the expressed written consent of the architect.
Wall of Firebox
„= ex. ex. ex.
-'r �r r -i „
__---- --i. Distance from top 8 min. Drawing Status
-f- r-. IF of Opening to Throat
-' 2"thick _J1' ex. late height
ex. plate height - _ _ _ _ _ _ _ bluestone cap Jr�' p g
2"thick bluestone cap
-;r- 1 Ir if
=_-:C--I'--
existingsiding )r_=``_-'-r_ _ = IF
to reain 11 it-IF L '�- ; ' ;; _�I for ex. ex. ex. patch as required Issued
jr-
Construction
' ex. ex. ex. ex.
r J
t IF-
oar -; r - o „
x .: I 3 tall mortar wash
_ a�
-H existing railing existing railing ��� 7 +i _
0.111 �11IF7� 11� �1110 1 -][ to remain to remain F— �� 7r '? F
A r7
" _ " J. -
_ _ _ - - 3" thick bluestone cap
- - - - - -
If
ex. first flr. subflr. - " ' ex. first flr. subflr.
Above Roof Level Dates
4/8/19 Issued for construction
I � I
existing CMU '
foundation to remain
j and be used for new existing CMU
I chimney ;foundation to remain; ;
I and be used for new; 77
chimney ! �_
Contractor to verify ex. ' i " " "
footing size and consult with Architect 4 16 x16 4 1 Dir space
Terra-cotta
- prior to starting construction. ;' -------- flue lining 1
------------------------------------------------------------------------------ --- --�- ---------------------
------------------------------------------------------------------------------ -----------' `------------------------- ------------
�r
�_- Terra-cotta flue lining
Right Side ElevationCD
Partial Front Elevation
1/4" = 1 •-O"
�4•• _ •-o•• No. Date Description
Terra-cotta flue lining Project
IP
Existing header, contractor to verify if has any Proposed
fire damage. If so, contact architect
Reconstruction of
40 existing mantel to
be re-used Existing Fireplace
STEEL DAMPER
_,,ex. collar tie to remain----"N NOTE:
For
ex. ex. ex. REFER TO THE REQUIREMENTS
veneer stone FOR MASONRY FIREPLACES
s 00 CHART FOR ALL MINIMUM ■
21— N Chris
DIMENSIONS & CLEARANCES
iR/R drywall as required °
CO .c .X
Cl) °: i
existng mantel to & Cathy 0 bex rused 3-1/2"x3-1/2"x1/4"
�,"' 00STEEL
R/R drywall as required be re-used ckets to
ao FILL JOINT SOLID Galla(iher
ex. switch to remain onn --
new stone veneer w MORTAR
00 to match existing 390 Oak Drive
R/R fire brick to match ex.
x ;I, E_
Firebrick on all 3 sides and floor of Southold NY
o x firebox
R/R base moulding as required ; r_-;
T _ new 2"thick bluestone CD
ex. ex. ex. ex. raised hearth
to match existing 2" THICK BLUESTONE HEARTH Jurisdiction
12" 12"
48" Town of Southold
Note:
All fireplace dimensions n.) n min Suffolk County
are plus/minus to match
existing.
THIN STONE VENEER
E®w
Interior evert i o n ofi
f recDrawn By:
---
plae --------- --------------- - N A.1/4" = 1 O / - - - - - FINISH FLOORING M.P. / CP AV �,
..
Ex. deck R/R deck ,0
boards as needed 3/4" PLY. Checked By : WA
SUBFLOOR ,. s
M.A.M.
Job No. 9�.� �32�8�D yOQ,C
NEW HEADER 1917Op}N061
(see plan) MINE ° ,
Sheet Title
2"x4" LEDGER
c ' NEW 4" THICK MIN. REINFORCED CONCRETE SLAB 4y��
NEW 11" 18 GA. CORRUGATED METAL DECK FORM E I evat I o 1 1
EXISTING CMU FOUNDATION '
a - Section
EXISTING CONCRETE
FOUNDATION WALL
Fireplace and Chimney Detail
Sheet Number
i