HomeMy WebLinkAbout44600-Z i
Town of Southold 12/8/2020
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41665 Date: 12/8/2020
THIS CERTIFIES that the building COMMERCIAL ALTERATION
Location of Property: 44360 CR 48, Southold
SCTM#: 473889 Sec/Block/Lot: 63.-1-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/20/2019 pursuant to which Building Permit No. 44600 dated 1/17/2020
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:
interior alterations to existing commercial building(medical office)as applied for.
The certificate is issued to S&P East End Properties LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44600 11/9/2020
PLUMBERS CERTIFICATION DATED 11/19/2020 ter Barba()
t o ignature
o�gU Fo��co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
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#: 44600 Date: 1/17/2020
Permission is hereby granted to:
S&P East End Properties LLC
PO BOX 400
Southold, NY 11971
To: construct interior alterations to existing commercial building as applied for.
At premises located at:
44360 CR 48, Southold
SCTM #473889
Sec/Block/Lot# 63.-1-20
Pursuant to application dated 12/20/2019 and approved by the Building Inspector.
To expire on 7/18/2021.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $309.20
CO -COMMERCIAL $50.00
Total: $359.20
Buil ec or
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
JAN 2J 2020
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department &f6wing:
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 I% 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. d / 2 1 2_O
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 4 9 2-10 rmidci l kc 0 Sooffic Id
nd (c, e',— Lt G
House No. Street Hamlet
Owner or Owners of Property: Sttyen Chcr-chle_
Suffolk County Tax Map No 1000, Section NO3 —Block 0 1 Lot 020
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: MQ(K MM01'
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (c7ne)
Fee Submitted: $
(Ap ic nt Signa
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, cY 6wgl �GLi%zrL���'� residing at ` VJ'10 vyl.eP�6 AId
(Print property owner's name) (Mailing Address)
�. do hereby authorize 20 r K MQ n C in i
(Agent)
f(am NIckn Q n i Afch Htr- I-u re-- to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Date)
(Print Owner's Name)
®�*0v SO(/l�®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.devlinCc�town.southold.n us
Southold,NY 11971-0959 y'
couff
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To S&P East End Properties LLC
Address: 44360 CR 48 city Southold St: NY zip: 11971
Budding Permit#• 44600 Section 63 Block 1 Lot: 20
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Crossway Electric License No. 4049ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1 st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 52 Ceding Fixtures Bath Exhaust Fan 3
Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 4 CO2 Detectors
Sub Panel 2 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Strobe [15
Time Clocks
DisconnectP Switches 16 2x2 LED Panel 4Q Exit Fixtures Pump
Other Equipment. Hand Dryer- 3
Notes Renovation of Medical Building
Inspector Signature: (� Q Date: November 9, 2020
S.Devlin-Cert Electrical Compliance Form xls
s
n
SQ(fT���
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 VN'N� �
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
i 7 1
1
„
40, 1 2020
CERTIFICATION
Date:
Building Permit No.
Owner: � �'
9oK-
(Pleaase print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this 6 9
day ofl�ynlaea', 20
N ry Public, County
JENNIFER M PINTO
NO MW PUBLiGSTATE OF NEW YDRK
Registration No.01 P16056428 '
Qualified in Suffolk County
Commission Expires-July 26,20,23
�l000
Zapf SOUI'yo
# TOWN OF SOUTHOLD BUILDING DEPT.
courm ' 765-180
INSPECT9 N
[ ] FOUNDATION 1ST [ GH PLBG.
[ ] F UNDATION 2ND [ INSULATIOWCAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] -FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] P RAS C/O rr r,
REMARKS: 1 atm f f1�^ wa"
-."I • , V-460
AP N c0 k
J PIMAI �/`--
DATE &#leoloo INSPECTOR
I 1 0- c/ o i\_
Ir
oesnulyolo Ll`l u Od qt-6&6
-TOWN OF SOUTHOLD BUILDING DEPT.
`ycouFm N 765-1802
INSPECTION
[ .] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND " [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O
REMARKS:
004c - - All
q0L+lAol
DATE INSPECTOR r
�� �Y��d 0- zo
OF 5001,yo�
# * TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. t
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING " [ FINAL
[ ] FIREPLACE & CHIMNEYQ FIRE SAFETY INSPECTION"
[ ] FIRE RESISTANT CONSTRUCTION /[ ]' FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
alelf
w
DATE lD/,g ���o INSPECTOR .�
Of SOGIyo� Lt HL1 leo 0 C Li 6
# # TOWN OF SOUTHOLD BUILDING DEPT.
�`y�ou►m��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) t(,-4 ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: I
op- JV4hcz
DATE 10 INSPECTOR �— '
OF SO//Tyolo
{ # # TOWN OF SOUTHOLD BUILDING DEPT.
`�courm ' 765-1802
-INSPECTION
[ ] FOUNDATION 1ST [- ] ROUGH PLBG.-
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL dM&I
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS::
h✓�h -
_ Ytt
DATE 101.1-3 70 INSPECTOR Vz�
(/� L
/��
�o��pFS001y06 LA L4 G 0 09 f /, CRsL4 E) - -
# # TOWN OF SOUTHOLD,BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
C ] CODE VIOLATION ] PRE C/O
REMARKS: LP
ivkit
DATE ltlqINSPECTOR
FIELD INSPECTION REPORT -DATE COMMENTS l ''
FOUNDATION (1ST)
--------------------------------------
FOUNDATION (2ND) y
z
t o
t
ROUGH FRAMING& 04ev �
PLUMBING
r
INSULATION PER N.Y. y
STATE ENERGY CODE
IJA ,Y
FINAL
ADDITIONAL COMMENTS
17
�� — will -co � ��b� Q
• �o
w �
x
• d
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 Buildmg•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
C.O.Application
Flood Permit
Examined ,20 Z Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact: Aitn. Michelle
Approved ,20 a Mail to:22.2 M ldlC COU" &I, ate 311�
Disapproved a/c S M**)a n NY 11"7g�
Phone: (c31) C17 9 — CJ IO L f
Expiration ,20
Bui mg Inspector
`J APPLICATION FOR BUILDING PERMIT
DEC 2 0 2019 Date DtCCeM)Dr-'C 12" , 20
INSTRUCTIONS
a. ThisapplicatipriM S-T,,-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.
ign re of applicant or name,if a corporation)
�. Middle (opah Pad, Suite 3H
51`(l lthto,y) (Mailing address of applicant)
NJ 117 V7
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Anent / QCChi1CC+
Name of owner of premises Paul M i de I SIC n ry A Sieve n Chi e r c h i C`"
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other CT�radee''(s,,yL�icense No.
1. Loc'a�c�fi"'o'f land on which proposed work will be done- -
M�ddle, Road -C-�.=
House Number Street VI 'Hamlet `
• - 1
County Tax Map No. 1000 Section O(o � Block- 61- Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
,f
a. Existing use and occupancy pA(�& CQ I
b. Intended use and occupancy M d i CQ I
3. Nature of work(check which applicable): New Building Addition Alteration `/
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost --s)oa ) 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.Medi Cal /Co fnefCla l
7. Dimensions of existing structures, if any: Front Rear �{� . (� Depth 52.4
Height 21 eC+ Number of Stories
Dimensions of same structure with alterations or additions: Fronts I I Rear 9`6 . l
Depth 2 . �J' Height , 2.(,c,-fe.� Number of Stories 2
8. Dimensions of entire new construction: Front N-P\ Rear NA Depth N
Height N Number of Stories N N
r , ,)am 3
9. Size of lot: Front q 5 Rear "]Lf• 25 Depth 35r7. 4,rl
10. Date of Purchase " 2-0 5 Name of Former Owner SSV enarJ I C1
11. Zone or use district in which premises are situated L13
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOV/
13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO
14. Names of Owner of premisesSiC.VM Chi efChiCAddress'*210 Mfddle- (Zd Phone No.01—`l(05_S 1S 1
Name of Architect Naf-r, MACiO Address 2.7-2 M6dIe.C6yQdgPhone No (o31— q19 ' 010L4
Name of Contractor AddressP-dLe
, S - 314 Phone No.
Sryi'Fht wfZ NY l I X S7
15 a. Is this property within 100 feet of a tidal wetland or,a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BF REQUIRED.
b. Is this property within 3'00 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.
STATE OF NEW YORK)
SS:
COUNTY OF_51d
Ma r K win ci n i being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the A\GIerrt
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sw to before me this
q HSA 1T1:IFd 1:R
day of eC' (IuQT�(R1'hl,v�,( 1 q I'L10 NEW YORK
011 16 3M678
( ,wl ��.'!71'C u7tn!I,(',lUllt%,
r
otary Public .. 'i1 gnature of A icant
i - 41
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
r
Southold, New York 11971-0959
F Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr@,southoldtown.ny.gov.-..sea.nd@southoldtownny.qov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date: S I a 7 1 a o
Company Name: C r o s s w a t i c &i,'i c , I n c
Name: Mlchoel movchei-�q
License No.: i4 o u q email: c it 0 s s w a e I e ci"✓t c@ M Q 11-c o
Address: a115-C 1_0+n lsl Qnd Ave, Deer Palric Ny 11729
Phone No.: to3I - Re. - 19oo
JOIE SITE INFORMATION (All Information Required)
Name: S t P EQ S+ En ci P r O
Address: 'l Y 3 b 0 CV, LIS 1 S v i b o l cl
Cross Street: H o g o n s Lar-) -e-
Phone
an -ePhone No.:
BIdg.Permit#: y y b o p email:
Tax Map District: 1000 Section, 2) Block: j Lot: 84 o
BRIEF DESCRIPTION OF WORK (Please Print Clearly) i n i-c>r 1 O v- a I to r0tian S.
vin e cli c G ) -Fa cl l k I-V
Circle All That Apply:
Is job ready for inspection?: OE / NOough n Final
Do you need a Temp Certificate?: YES / 'V Issued On
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
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUEJ I H APPLICATION
121 C,9 �
Request for Inspection FormAs
aJ��Ca�
BUILDING DEPARTMENT- Electrical inspector
TOWN"OFSOUTHOLD
Town Hall annex- 54375 Main Road-- PO Box 1179
- Southold, New York 11971"-0959
Telophone-(6"31) 765-1"802 i- FAX (631) 765=9502
i~ mout;o 1-dwn& .ov_ 8eapd sqgt oldtownny. ov
APPL(- A " 3f�1 FORsLECTR1t'rAL,IIVPETItI '
ELECTR1:CIA14 INF"O,Ft11l1AT OIVY(Al)"tufa 0,d, R q"re ) botw; g I a-7 I ao
Company.-->uarnel C r-o_s-s W a. E i e c-I-ri C , I r)c _. -.-
Nane" MWI clot 4 e_ I M a r
rna CrroSsw0 eIeC-tvtCel Ian4�.► �
A4dress:,915-C L_o"YI' .t-s_L.Qnd_A�lG,_.�e�r .r'Qrrc_ Ny. ll7aq -
Plj hey Tai: 1900
me 1`I' 1NF 3 TION ( lfi tgforlpaticip Regdiredk
Name: S
131-
c`:I_ :( itr�lt: t _ _ l (ath
-0 6d4T
T `Ir# o-war ti!Qrfai:' (Ail -
ueE1 G2`11 1 ift 3 Ph i .. #11(�t�t-$ ��aickll `®tem.
Npw eMca.- Fire Reconnect'- P]Qcrd Oeponnect-S�er�riceAeconneded-Underground;,Orrethead,
t i le aund'`Latorals 1 `2 H Frpm Poke 1i'Vork d'orie an Service Y N
Ad 'tdn1 lrfarta#iC?t1:,
Request for Inspection Forrn.As ��� �
PERMIT# Address:
Switches
Outlets
Surface .
Sconces
G17� _ - -
HH's
n. �. :r� r
r 4:
UC Lti
Fans {. _Fridge, _.F_ ,,.� v_,_..,.-.., ^... .,,. _•._._.._.M., -HW'
� !�,'ri.i;l�;)i- ? - �(lf;:i 3r�.e ,• _..+I�^n.. .-�'€,i-. ,- ,. s } . - ��j�'l.c
Exhaust Oven
Dryer .yt
Smokes- -, _ ..__._ _,__.� ____'_.. __ DW __ _ . _. �,-._ _.___ ,__Service- n
r
t
Carbon- _ _.Micro____ Generator
Combo GQoktQp _—�.s, ,:-; :v� �'� ..:,_.. � �(7sfer
AC AH
f i t �, Cr_,�'•_2 ...a. "8th
Special'-
pecial
Comments _ � t—m& ;i ig�� 4as�:"
k-rff
/Jjy !/ i V'� pet-
_q
ti.:,-._„� ...�,•.e_. ....._,. .,,......,.,:..s..,_.....�....,-..e.»..,a.r .,.....,,.a...._..-a_•..n.=..�.,,....r.-,i..-.....�Ff`��•.7 w...'.._.....�,,.,-;i✓._...,Rs-t........y.,``'.--n.W«.,-,e,•..,-..,•.-�..-,.._.y9�..-w..,...�Y,.•-. �:i�.-,-..S`,..nom,y
Erfy "j)i J {_:. 'InS:J^• , v,l•' :)�, �', i°, - - .i;� ;{��,! .. t.. ,�fi . -, v. , $�<<, t' .,i�
1
..•.�.. .r-,.. +.t....,- , v, , ,. ..n...,.r ... .w.a v..v -_ur,. ..,,..r.. r„-_ v:, r•w.� -_.,r, � _ .r,._ ...- ._. v T..r • .... •, ..,. _ ,t'' , w r '
MANCINI,
ARCHITECTURE
OCT 2 9 2020 Mul CONSTRUMON
222 Middle Country Rd, Suite 226, Smithtown, New York 11787
7pT V: (631)979-0104 F: (631)9979-3445 E:info(a-manciniarchitecture.com
Transmittal Letter
To: Southold Building Department Project: 44210 CR 48 Southold NY 11971
54375 NY-25, Southold, NY 11971
Project No.: Stony Brook Medical Office
Attn: Amanda Date: 10.27.20
We Transmit:
[x]herewith [ ]under separate cover via
[x]in accordance with your request Inspector
For Your:
[x]approval [ ]distribution to parties [ ] information
[ ]review and comment [ ]record [x]use
[ ]signature [ ]
The Following:
[x]drawings [ ]shop drawing prints [ ]samples
[ ]product literature [ ]shop drawing reproducibles [ ]specifications
[ ]change order [ ]documents [ ]
Copies Date Rev. No. Description
4 10.27.20 5 Floor Plan Sheet A-100 with field change at Exam 01
Remarks: Requested by Building Inspector for CO approval
Copies To: Signed Mark Mancini
`_O t
o a
E
EOO�OF PpVE�'fJi � •Orp 0 + t2E
v Z
1\ i r W
1 v �
\ ASPHALT J
to, PARKING
Z U AREA
`\ CASi IRON COVER
\ 0 1a i
O= 0GRATE \
s�oEwALx 9 �"
^` COVERED OXE
C O i
48.1'�' rF.•
1x.5' x STORY 3
i�E O
FRAME OFFO
- N gU11..1y�11NG � 0-
9
91D• C!I --t,
O
-Tl
O� O zo.B' I GE 11 7
F WOOD
I
O
(D O 1 ,
O N PARKI1d0 1
3 Al AREA \
O
I
� GRATE 1� I
0 �
K u
A
to
ME 4 1
F5µD
IRON COVER
i !
I j cast
CAST IRON,CO 0
�• RP?s QptN.. 69,5��ZO„We��y of o>tea
' r S fC, � GotP
a '
• GO��G
Q e ti' DATE: JUL 14, 2015
J08 NO:2015-378
CERTIFIED TO:
PAUL HENRY
Survey for: CHICAGO TITLE INSURANCE SERVICES, LLC
PA UL HENRY !
At.
$outho ld
,Town of
$0 tho ld
Suffolk, 0-ounty, New York
S.C.T.M.: 1000•-063.00-01.00-020,000 DAVID H; FOX, L.S. P.C. NAS.L.S. #50234
FOX LAND SURVEYING
40 D 40
I I I I 64 SUNSET AVENUE
- - WESTHAMPTONBEACH, N.Y, 11978
kALE:1°=40' (631-) 288,-0022
NOTES . UNAUTHORIZED ALTERATION OR ADDITION TO,THIS SURVEY'
' y IS,A VIOLATION OFSECM N j7D9 OF T74E NEW'YORK STATE
+� S.F. DUCATION LAW, COPIES OF TMS SUR VEY,MAP NOT BEARING
1. AREA 24r J18 STME LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL
r : SHALL NOT BE CONSIDERED W BE A VALID, TRIJE COPY.
2. ■ = MONUVENT FOUND, • _ 'PIPE FOUND. CERTIFICATIOIJ INDICATED HE09CIN SHALL RUN ONLY TOTHE
PERSON FOR WHOM THE SURVEY IS`PREPARED AND ON HIS
BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY
! AND LENDING INSTITUTION LIQTED HEREON AND TO THE
ASSIONEES OF THE-LENDING INSTITUTION, CERTIFICATIONS
ARE NOT-TRANSFERABLE TO ADDITIONAL INS11TIMONS \
S OR SUBSEOUENT OWNERS,
_ I
-DWG_ 2015-378 I
COMcheck Software Version 4.1.1.0
Envelope Compliance Certificate
Project Information
Energy Code: 2015 IECC
Project Title: Winds Way
Location: Southold, New York
Climate Zone: 4a
Project Type: Alteration
Construction Site: Owner/Agent: Designer/Contractor:
44210 CR-48 Mancini-Mui Architecture Mancini-Mui Architecture
Southold, NY 11971 222 Middle Country Road 222 Middle Country Road
Suite 314 Suite 314
Smithtown, NY 11787 Smithtown, NY 11787
(631) 979-0104 (631) 979-0104
info@manciniarchitecture.com info@manciniarchitecture.com
Building Area Floor Area
1-Health Care-Clinic: Nonresidential 2238
Envelope Assemblies
R-Value Proposed Max.Allowed
Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC
WEST
Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Health 22.8 0.0 0.060 --- 0.064 ---
Care-Clinic]
Envel;oiao
Envelope Compliance Statement
Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building
plans, specifications, and other calculations submitte this permit application.The proposed envelope systems have been
designed to meet the 2015 IECC requirements in CO hec Version 4. and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
�-Aa -A 1A 12- 1/21 /1
Name-Title Si a Date
t
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 1 of 10
Southhold\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
COMcheck Software Version 4.1.1.0
Interior Lighting Compliance Certificate
Project Information
Energy Code: 2015 IECC
Project Title: Winds Way
Project Type: Alteration
Construction Site: Owner/Agent- Designer/Contractor:
44210 CR-48 Mancini-Mui Architecture Mancini-Mui Architecture
Southold, NY 11971 222 Middle Country Road 222 Middle Country Road
Suite 314 Suite 314
Smithtown, NY 11787 Smithtown, NY 11787
(631) 979-0104 (631) 979-0104
info@manciniarchitecture.com info@manciniarchitecture.com
Allowed Interior Lighting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/ft2 (B X C)
1-Health Care-Clinic 2238 0.90 2014
Total Allowed Watts= 2014
Proposed Interior Lighting Power
A B C D E
Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Health Care-Clinic(2238 sq.ft.)
2x2 Panel Light:LED Panel 19W: 1 32 20 640
LED Downlight:Other: 1 17 9 153
Total Proposed Watts= 793
Interior • .
• •
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting
systems have been designed to meet the 2015 IECC r ents m check Version 4.1.1.0 and to comply with any
applicable mandatory requirements listed[in the Inspection Ch klist.
A
U`�►!�7LlL �.t/4NGI,.r1 64
Name-Title Sign a Date /
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019_44210 CR48_Stony Brook Page 2 of 10
South hol d\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
COMcheck Software Version 4.1.1.0
Inspection Checklist
Energy Code: 2015 IECC
Requirements; 100.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
;Section` ;`'; , .. ::,'>t ;,x.,,,,w ;• ,,y ,: .ar
;# , `° �l�IannReviewrriplies?, CotnmentslAssuni'p�ons
&"R& aD° :Fa ,,_y
C103.2 Plans and/or specifications provide all ;❑Complies ;Requirement will be met.
[PR1]1 :information with which compliance ;❑Does Not
can be determined for the building ;
'envelope and document where f❑Not Observable
exceptions to the standard are :❑Not Applicable
.claimed.
C103.2 Plans,specifications, and/or ;❑Complies :Requirement will be met.
[PR4]1 :calculations provide all information ;❑Does Not
;with which compliance can be
determined for the interior lighting :❑Not Observable
;and electrical systems and equipment :❑Not Applicable
,and document where exceptions to
,the standard are claimed. Information
,provided should include interior
,lighting power calculations,wattage of;
;bulbs and ballasts,transformers and
control devices.
,
C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met.
[PR10]1 ;percent of the gross above-grade wall :❑Does Not
area.
❑Not Observable
;❑Not Applicable
C402.4.1 `The skylight area <= 3 percent of the I❑Complies ;Requirement will be met.
[PR11]1 ;gross roof area. ;❑Does Not
❑Not Observable;
I❑Not Applicable
C402.4.2 .In enclosed spaces > 2,500 ft2 E❑Complies ;Exception: Requirement does not apply.
[PR14]1 {directly under a roof with ceiling :❑Does Not
heights >15 ft. and used as an office, ;❑Not Observable;
;lobby, atrium, concourse, corridor,
;storage, gymnasium/exercise center, ❑Not Applicable
convention center, automotive
;service, manufacturing, non-
:refrigerated warehouse, retail store,
;distribution/sorting area,
;transportation,or workshop,the
=following requirements apply: (a)the
,daylight zone under skylights is >=
half the floor area; (b)the skylight
area to daylight zone is >= 3 percent }
with a skylight VT>= 0.40; or a
;minimum skylight effective aperture
>= 1 percent.
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 3 of 10
South hol d\Proj ect Data\Building Data\44210 CR-48 Stony Brook Southold.cck
section
# Footing/Foundation Inspection° Complies?,' Comments/Assumptions
&:Rego®,
C303.2.1 'Exterior insulation protected against ❑Complies ;Requirement will be met.
[FO6]1 damage,sunlight, moisture, wind, ;❑Does Not
landscaping and equipment
maintenance activities. ;❑Not Observable
❑Not Applicable ;
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 4 of 10
South h old\Proj ect Data\Building Data\44210 CR-48 Stony Brook Southold.cck
Section,,_ u
Frari�ing/,Rough-ln 9nspection;` X 'Complies?. `Comments/Assumptions
C402.5.1 .The building envelope contains a •❑Complies ;Requirement will be met.
[FR16]1 :continuous air barrier that is sealed in :❑Does Not
an approved manner and either
constructed or tested in an approved j❑Not Observable
manner.Air barrier penetrations are ❑Not Applicable ;
;sealed in an approved manner.
Additional Comments/Assumptions:
J
J
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 5 of 10
South hol d\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
Section
Mechanical Rough-In Inspection tompiies?, - Comments/Assiumptions
C402.5.5, 'Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply.
C403.2.4. 'motorized dampers that automatically '❑Does Not
3 ;close.
[ME3]3 :❑Not Observable
,❑Not Applicable ;
C402.5.5, ;Outdoor air and exhaust systems have;❑Complies ,Requirement will be met.
C403.2.4. ;motorized dampers that automatically :❑Does Not
3 shut when not in use and meet
[ME58]3 maximum leakage rates. Check ❑Not Observable
gravity dampers where allowed. ❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 6 of 10
South hol d\Proj ect Data\Building Data\44210 CR-48 Stony Brook Southold.cck
Section �,°. • 1,„
# ° i3ough46,,Electrical inspection,5� Complies? - cammenWAssump�ti+ons,
&,Re AD
C405.2.1 ;Lighting controls installed to uniformly;❑Complies Requirement will be met.
[EL15]1 !reduce the lighting load by at least ;❑Does Not
50%.
:[:]Not Observable
❑Not Applicable
C405.2.1 'Occupancy sensors installed in ;❑Complies ;Requirement will be met.
[EL18]1 required spaces. ;❑Does Not
t
❑Not Observable;
❑Not Applicable
C405.2.1, ;Independent lighting controls installed I❑Complies ;Requirement will be met.
C405.2.2. !per approved lighting plans and all ;❑Does Not
3 ;manual controls readily accessible and;
[EL23]2 svisible to occupants. ❑Not Observable
;❑Not Applicable
C405.2.2. ',Automatic controls to shut off all ;❑Complies Requirement will be met.
1 building lighting installed in all ;❑Does Not a
[EL22]2 .buildings. :❑Not Observable
❑Not Applicable
C405.2.3 ,Daylight zones provided with ;❑Complies :Requirement will be met.
[EL16]2 i individual controls that control the ;❑Does Not
;lights independent of general area
;lighting. ❑Not Observable
;❑Not Applicable
C405.2.3, 'Primary sidelighted areas are ;❑Complies ;Requirement will be met.
C405.23. equipped with required lighting ;❑Does Not
1, ;controls. '
C405.2.3. ,❑Not Observable;
2 ;❑Not Applicable
[EL20]1
C405.23, ,Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply.
C405.23. :under skylights and rooftop monitors 1❑Does Not
1, ;are equipped with required lighting , '
C405.2.3. ;controls. ❑NotObservabler
3 ;❑Not Applicable
[EL21]1 '
i
C405.2.4 !Separate lighting control devices for 1❑Complies Requirement will be met.
[EL4]1 ;specific uses installed per approved E❑Does Not
;lighting plans.
;❑Not Observable:
❑Not Applicable
C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met.
[EL8]1 :allowed for special functions per the ❑Does Not ;
;approved lighting plans and is
;automatically controlled and :F-]Not Observable,
separated from general lighting. ;❑Not Applicable
C4053 ;Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met.
[EL6]1 :face. :❑Does Not
, I
;❑Not Observable,
T❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 7 of 10
South h old\Proj ect Data\Building Data\44210 CR-48 Stony Brook Southold.cck
Section
# m Insulation Inspection Complies? , -Comments/Assumptions
& RegAD
C303.1 ;Building envelope insulation is labeled ;❑Complies ;Requirement will be met.
[IN 10]2 ;with R-value or insulation certificate '❑Does Not
'providing R-value and other relevant
data. ❑Not Observable
❑Not Applicable ;
C303.2 Above-grade wall insulation installed '❑Complies 'Requirement will be met.
[IN7]1 per manufacturer's instructions. ,❑Does Not
❑Not Observable;
❑Not Applicable ;
C303.2.1 Exterior insulation is protected from ❑Complies ;Requirement will be met.
[IN14]2 damage with a protective material. []Does Not
aVerification for exposed foundation
,'insulation may need to occur during F❑Not Observable;
;Foundation Inspection. ,❑Not Applicable
C402.2.3 ;Above-grade wall insulation R-value. ,❑Complies ;See the Envelope Assemblies table for values
[IN6]1 ❑Does Not
❑Not Observable;
❑Not Applicable
C402.2.6 Radiant panels and associated []Complies :Exception: Requirement does not apply.
[IN18]3 components, designed for heat ;❑Does Not
;transfer from the panel surfaces to the;
:occupants or indoor space are ❑Not Observable!
insulated with a minimum of R-3.5. ❑Not Applicable ;
C402.5.1. 'All sources of air leakage in the ;❑Complies ;Requirement will be met.
1 building thermal envelope are sealed, '❑Does Not
[IN1]1 caulked, gasketed, weather stripped
,or wrapped with moisture vapor- ❑Not Observable
permeable wrapping material to ❑Not Applicable
minimize air leakage.
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Winds Way Report date: 12/12/19
Data filename- X•\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 8 of 10
Southhold\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
v
Section
V 01„, .F; `> Al
Final Iris 'ectionlies? ,Coi�imenfs/Assam $ions`
&Re .IDL p, p, .;`
C303.3, Furnished O&M instructions for ;❑Complies ;Requirement will be met.
C408.2.5. ;systems and equipment to the ❑Does Not
2 ;building owner or designated
[FI17]3 ;representative. []Not Observable
❑Not Applicable ;
C402.5.3 ,Where open combustion air ducts ;❑Complies ;Exception: Requirement is not applicable.
[FI51]3 provide combustion air to open :❑Does Not
combustion fuel burning appliances,
;the appliances and combustion air ❑Not Observable
opening are located outside the ;❑Not Applicable
budding thermal envelope or enclosed
in a room, isolated from inside the
thermal envelope.Such rooms are
sealed and insulated.
C402.5.8 Recessed luminaires in thermal ;❑Complies ;Requirement will be met.
[FI26]3 envelope to limit infiltration and be IC ❑Does Not
rated and labeled.Seal between
interior finish and luminaire housing. :❑Not Observable
❑Not Applicable ;
C405.4.1 ;Interior installed lamp and fixture ;❑Complies See the Interior Lighting fixture schedule for values.
[F118]1 :lighting power is consistent with what :❑Does Not
;is shown on the approved lighting
'plans, demonstrating proposed watts ❑Not Observable
!are less than or equal to allowed '❑Not Applicable ,
watts.
C408.2.5. 'Furnished as-built drawings for ;❑Complies ;Requirement will be met.
1 electric power systems within 90 days ❑Does Not
[FI16]3 -of system acceptance.
❑Not Observable;
❑Not Applicable
C408.3 ;Lighting systems have been tested to ;❑Complies Requirement will be met.
[FI33]1 ensure proper calibration, adjustment, :❑Does Not
programming, and operation.
❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Winds Way Report date, 12/12/19
Data filename: X:\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 9 of 10
Southhold\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
Project Title. Winds Way Report date: 12/12/19
Data filename: K\01 MAD Drawings\Autocad Drawings\Commercial\PO_2019 44210 CR48_Stony Brook Page 10 of 10
Southhold\Project Data\Building Data\44210 CR-48 Stony Brook Southold.cck
`\ VP4
DOOR AND FRAME SCHEDULE NO. REVISIONS DATE
ROOM SIDE 4" FINISHED GYPSUM CEILING 10 PER T.O.S. 01.02.20
Q Q Q PER T.O.S. 01.14.20
FINISH CORNER
o Z 0 TYPICAL DOOR OFFSET 0 REV. FINAL CONST. SET 5.14.20
DOOR FRAME F- = 1 WOOD DOOR
} w o Q FROM SIDE WALL DOUBLE 2 X 4 TOP PLATE -41
v c� } w w = 4 REV. FINISHESAS PER SB 6.4.20
ROME NAME AND NOTES N o Q 0 a_ Y o cr
a ~ SOUND ATTENUATION BATTS
NUMBER .. z Q 0 J � o � w UJ x AT ALL EXAM ROOM AND � FIELD CHANGE EXAM 01 10.27.20
w �— '�' a a o i �`' BATHROOM CONSTRUCTION.
SIZE w ° o> I I I I I I N o d o arco)
D 0 REPLACE EXISTING
Q v v F- I- E- I- F- f- � to N Q w Z
INSULATION AT ANY EXTERIOR
W w w w w w w Of I:n w w WALL WORK.
MARK MAT'L EL. MAT'L EL En U) U) (n V) U v w O _ o
d 0 0 Y Y Y Y Y Y zLL1 (n O -I d'WIDTH HEIGHT THICKNESS Q z z o 0 0 0 0 0 —' o o Q > a „J J J J J J 0 G_ � o v w � GYPSUM WALL BOARD TO
MATCH EXISTING. ANY
1 3'-0” 6'-8" 14 WD D1 WD F1 101 EXAM 01 NEW WALL X X X CONDITION WHERE NEW WALL +
2 3'-0" 6'-8" 14 WD D1 WD F1 102 NEW BATH NEW WALL X X X X MEETS EXISTING, GYPSUM
3 3'-0" 6'-8" 14 WD D1 WD F1 103 EXAM 02 REFRAMED OPENING X X X ,= SHALL BE I" MIN. THICKNESS. -
4 3'—O" 6'-8" 14 WD D1 WD F1 110 BREAKROOM REFRAMED OPENING X X X ' CONTRACTOR TO REMOVE O
5 3'-0" 6'-8" 14 WD D1 WD F1 104 EXAM 03 REFRAMED OPENING X X X ANY PANELING, WOOD OR
LESS THICKNESS GYPSUM 00
6 3'-0" 6'-8" 14 WD D1 WD F1 109 OFFICE REFRAMED OPENING X X X AND REPLACE WITH NEW.
7 2'-O" 6'-8" 14 WD D1 WD F4 105 SOILED ROOM REFRAMED OPENING X X X DOOR STOP (PAINTED PINE)
( , t
2 X 4 WOOD STUD WALL AT
8 3'-0" 6'-8" 1 WD D1 WD F1 EX'G BATH REFRAMED OPENING X X X X 16" ON CENTER. HEM FIR OR h OCT 2 9 Zhl0
DOOR JAMB PAINTED PINE - " � ' y
9 3'-0" 6'-8" 14 WD D1 WD F1 107 OFFICE NEW WALL X X X ( ) DOUGLAS FIR STUDS.
10 3'-0" 6'-8" 14 WD D1 WD F1 106 EXAM 04 NEW WALL X X X
11 (2) 2'-0" 6'-8" 14" WD D3 WD F3 111 CLOSET DOUBLE DOOR NEW X X X 1 1" SANITARY CASING
SCHEDULED FINISH
12 2'-0" 6'-8" 14" WD D1 WD F4 112 CLOSET NEW WALL X X PAINTED 1 HALL SIDE
13 2'-6" 6'-8" 14 WD D1 WD F1 113 CLOSET NEW WALL X X SCHEDULED BASE
14 3'-0" 6'-8" 14 WD D1 WD F1 115 EXAM 06 REFRAMED OPENING X X X TYPICAL DOOR JAMB DETAIL (WOOD) 2 X 4 BASE PLATE
15 2'-6" 6'-8" 14 WD D2 WD F1 119 CLOSET NEW WALL X X SCHEDULED FLOORING
16 3'-0" 6'-8" 14 WD D1 WD F1 118 EXAM 05 REFRAMED OPENING X X X B 6" = 1 '-0"
17 3'-0" 6'-8" 14 WD D1 WD F1 117 OFFICE NEW WALL X X
18 3'-0" 6'-8" 14 WD D1 WD F1 118 BATHROOM REFRAMED OPENING X X X 3 INTERIOR PARTITION WALL
19 2'-6" 6'-8" — — — — — 119 HALL EX'G EXTERIOR DOOR X X X A
MANCINI
20 3'—O" 6'-8" — — — — — VEST. DOOR EX'G EXTERIOR DOOR X X X V.I.F. 11'-9" +/— 4'_10" 1 112 = 1 '—Q"
21 3'-0" 6'-8" — — — — — 120 HALL EX'G EXTERIOR DOOR X X X X X UP V.I.F. 29'-64" MUARCHITECTURE
22 3'-0" 6'-8" — — — — — 100 WAITING ROOM EX'G EXTERIOR DOOR CONSTRUCTION
23 3'-0" 6'-8" — — — — — STAIR VEST. EX'G VESTIBULE DR UP 3 222 Middle Country Rd, Suite 314
24 3'-0" 6'-8" — — — — — 119 HALL EX'G BASEMENT DOOR Smithtown, NY 11787
T: 631-979-0104
SEE PLAN FOR DOOR DIRECTION -
F: 631-979-3445
EXISTIN ACCESSIBLE y�'� �� 4 info@manciniarchitecture.com
RAMP—N IN CONTRACT - Q EXISTING PORCH NOT IN CONTRACT
DOOR AND FRAME ELEVATIONS
a
DOOR NOTES: - 21 --I 22 _
„ „ , 1. ALL OPERABLE HANDLES SHALL BE ANSI 117.1 2009 COMPLIANT LEVER HANDLES OR PULL E pi E E
3 -0 2)-6" 41-011 2 -0 39-0" 2 -6 4-0 29-011
�c c ,fir ,fir HANDLES. REPLACE ALL EXISTING HARDWARE TO BE COMPLIANT. / � �S� -.�,.� +5� �N Rcy�T
2. EXTERIOR DOORS SHALL BE PROVIDED WITH ANSI 117.1 2009 COMPLIANT THRESHOLDS a� Mq�
3. ALL PULLS, LATCHES, LOCKS, CLOSERS, AND ANY OTHER EQUIPMENT SHALL BE ANSI 117.1 2009 DZ
2'-0"
COMPLIANT AND COMPLY WITH BC 1008.. iv A� j A A
4. CONTRACTOR SHALL PROVIDED SUBMITTALS OF ALL ITEMS FOR REVIEW AND APPROVAL PRIOR TO I E'XAM 01
» INSTALLATION. r I ( io *" •`�`+ '
2 —0 5. ALL FIRE RATED DOORS AND FRAMES SHALL SHALL BE UL LABELED. ( A 9 WAITING
i' I
I 6. ALL HARDWARE IN FIRE RATED DOORS SHALL BE LISTED FOR USE IN ASSEMBLIES OF FIRE RATING GFC d1 O 0�
t° LISTED IN SCHEDULE. LTJ M 290 SF 9,-0„ ��q/ 02518b �O
L® J' D2 F OF ��1
LEGEND: PR PAIR 4'-10" " 8' 0 " 5'-0" 5'-34"(2) X EXISTING BEAM TO RE
AL ALUMINUM PVC PVC f 2 O ON-ACCESSIBLE ANSI 117.1
EX EXISTING SS STAINLESS STEEL .. E A� COUNTER 2009 2'-2j"
FRP FIBERGLASS REINFORCED POLYESTER SSHM STAINLESS STEEL HOLLOW METAL /7 _4 A �A] (2 2 x 8 HDR D2 CHECK IN CHECK— ND1 D2 D3 D4 F1 F2 F3 F4 - MIN.HM HOLLOW METAL SC SOLID CORE � _ N D2
KD KNOCK—DOWN VS VINYL STRIPS �� N W BATHR 0 5 —° 2 —1 00 A A D2 Q RECEPTION QZ
PE POLYETHYLENE WD WOOD (BIRCH WOOD) 102 n _
51 SF 0 A 2'-0" A I i F=o ❑ �o This drawing has been prepared for the
—� 11 12 89 SF � indicated project and is an instrument of
HARDWARE MANUFACTURERS AND SERIES: HARDWARE NOTES: 2 2 x 2 service copyrighted by Mancini Architecture
MIIV. MI 2,_6„ ' PLLC. This drawing may not be copied or
CL A A z used, in whole or in part, by any party without
1. ALL LOCKS TO BE KEYED TO BUILDING MASTER KEY. - %�'�" z OPENING „
HINGES: 4 MC;KINNEY FILL MORTISE HINGES a *. 111 CL j C3 13 13 —1 the expressed written consent of Mancini
2. ALL HARDWARE TO HAVE US26D FINISH. Architecture PLLC. Infringements or any use
CONTINUOUS HINGES: MCKINNEY FULL MORTISE SAFETY HINGE 3. PROVIDE OVERHEAD STOP IN LIEU OF FLOOR STOP ON DOORS WHERE TRIPPING HAZARD 112 %-NE
w 2 D2qP of this drawing for any other purposes will be
...
LOCKSET: SARGENT 10 LINE — L LEVER EXISTING OR AS INDICATED. 03 prosecuted to the full extend of criminal law
4. FOR ENTRY DOORS & FRAMES, FINISHES MAY VARY BETWEEN INSIDE AND OUTSIDE 23 D2
CLOSER: NORTON SERIES 8501 & 9501 SURFACES. SCHEDULED FINISHES ARE TYPICALLY FOR INTERIOR FINISHES ONLY. EXTERIOR �a NEW F 1' 7 " +S I A -
AND OR PUBLIC CORRIDOR SIDE OF DOORS & FRAMES ARE TO MATCH OTHER EXTERIOR EXAM 02 ELEC.P o llUU11
FLOOR STOP: ROCKVIIOOD #440 SERIES Id- 04 ti� BREAK _ ti 14 48 AF KEY PLAN
FINISHES OR AS SPECIFIED ELSEWHERE. 103 110 j c I EXAM 06
OVERHEAD STOP: GLYNN JOHNSON 90 H HOLD OPEN MODEL 5. THE CONTRACTOR SHALL PROVIDE DOOR AND BUCK ASSEMBLIES AS SPECIFIED ON I 81 SF
SILENCERS: ROCKV1100D #608 ARCHITECTS DRAWINGS AND DETAILS. 0 8'7i F A 105 SF I
6. ALL LOCK SETS SHALL BE CODED AND OR KEYED IN ACCORDANCE WITH THE BUILDING Cl _ ,
ELECTRIC STRIKE: RCI RUTHERFORD CONTROLS REQUIREMENTS, CODES AND OR KEYS ARE TO BE DELIVERED TO CLIENT PROPERLY TESTED 4 F „ ' " „ „ ' " „ _ Ln + �o
AND OR TAGGED. PROVIDE 3 MASTER KEYS AND 3 PASS KEYS FOR EACH LOCK. 8 -1 3 -8 3 -21 2 -11 3 -8 2-7 10 -1
MANUAL FLUSH BOLT: IVES FB358, PROVIDE AT ALL DOUBLE DOORS !/ I '
7. ALL FIRE RATED DOORS TO HAVE FIRE RATED DOOR FRAMES TO MATCH LABEL OF WALL. 4- I � o
ARMOR PLATE: ROCKWOOD METAL DOOR PLATE #K1038 ALL FIRE RATED DOORS TO HAVE LATCHING HARDWARE AND CLOSER HARDWARE INSTALLED. o D1 GFCI I65" '��G UP 11 07
EMERGENCY RESCUE: STANLIEY DOUBLE ACTING PIVOT, DOUBLE LAPPED 8. WOOD DOORS BY VT INDUSTRIES A
MODEL: HERITAGE 48 AFF D '�� _ D 0
STRIKE: SIZED FOR EMERGENCY RELEASE STOP, ETC. CUT/SPECIES: PREFINISHED WHITE MAPLE - 20 15 I D
EXISTING BEAM o
R STRIPPING ® JAMBS AND STAIN/FINISH: SEE FINISH MATERIAL SCHEDULE a _ E
o � � w
BRUSH TYPE WEATHER
D1 z
HEAD FOR PRIVACY SIZED: PER SCHEDULEGFCl
PROJECT LOCATION
9. ACOUSTIC WOOD DOORS BY VT INDUSTRIES AFF 06 i 2 Ln
COORDINATOR: ROCKWOOD MODELS: HERITAGE SOUND CORE STC 49 05 _ 2 D w
i CUT/SPECIES: PREFINISHED WHITE MAPLE a GFCI
SLIDING CLOSET DOORS: STANLEY SLIDING DOOR HARDWARE, MODEL #2841 STAIN/FINISH: SEE FINISH MATERIAL SCHEDULE E�3 AFF _ 4b"A F D1 D
ICU STYLE DOOR #1: HORTON AUTOMATICS TYPE 310 TRACKLESS SO—EX SIZED: PER SCHEDULE 104 M M OFFICE
10. FRAMES TO BE EQUAL DOUBLE RABBET, FULLY WELDED TYPE 16 GAUGE, DRYWALL SLIP ON LD1 87 SF 109 i' 19 �� E
OR APPROVED EQUAL PROFILE. PROVIDE MINIMUM (2) 20 GAUGE METAL STUDS AT JAMBS. FIRE RATED FRAMES o E E 7 F o �-��' PROJECT
ICU STYLE DOOR #2: NORTON AUTOMATICS TYPE 110 0-SX, OR SHALL HAVE THE SAME RATING AS REQUIRED BY THE DOOR. PROVIDE 14 GAUGE 0 - STONY BROOK
REINFORCING FOR CLOSER AND LOCK, 7 GAUGE FOR HINGES. CORNERS TO BE MITERED.
APPROVED EQUAL PROVIDE 4" HEAD AT MASONRY. PROVIDE 8" HEAD AT AUTOMATIC DOOR CLOSERS (ONE SIDE 0 5'-2" 11'-7" = �j
ONLY). JAMB ANCHORS SHALL BE PROVIDED AND APPROPRIATE FOR THE WALL TYPE AND BE HALL
14. EXAM 05 SOUTHOLD
MINIMUM 16 GAUGE. = E] E AFF 0 116 44210 CR 48, SOUTHOLD NY
D1 HALL 120 SF 11971
WALL TYPE LEGEND _
, 119 16
SOILED M EX GoBATH EXISTING FLOOR _ M 14" O DRAWING TITLE
CONSTRUCTION NOTES O A D2
(E) EXISTING WALL TO REMAIN '" ' E 105 E 33 SF REG. LOCATION /
\" ii /9 1r
30 SF 08 � (TYPICAL) `n
1. ALL DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED ® NEW WALL (SEE TAG FOR TYPE) 0 8'-0" 10, 3'-6" 7'-3",E0 1 A
CONSTRUCTION
M ` 17
DRYWALL UNLESS OTHERWISE NOTED. - \ -
DRAWING LEGEND o D2 0 � �_ FLOOR PLAN
2. DOOR BUCKS TO BE 4" FROM ADJACENT FINISHED CORNER — I a
UNLESS OTHERWISE NOTED. 48 AFF 1a• _
A SCALE SCALE AS SHOWN
� 09 OFFICE Q2
3. PATCH, FILL AND REPAIR ALL SURFACES MADE IMPERFECT 01 DOOR TAG (SEE ACCOMPANYING SCHEDULE) My
BY ALTERATIONS OR REMOVAL. 107 F > � - � DRAWN BY MIS
/ 71 SF - � - � DRAWN FOR --
4. WALL OUTLETS TO BE 14" A.F.F. TO CENTER UNLESS -- WALL TAG (SEE WALL TYPES FOR DETAILS) '*" IL
OFFICE --
I M _ E I EX' BATH _0E 117 2 CHECKED BY
OTHERWISE NOTED. °'
1 � / ��� � , > � °' � 11 SF 99 SF 0 PROJECT#
5. WALL SWITCHES TO BE 48" A.F.F. UNLESS OTHERWISE EXAM O U„J �J
106 1 / DATE 10.27.20
NOTED. $ SWITCH � 94 SF � O
6. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF SWITCH WITH MOTION DETECTOR / 2 4" MOCKET o o SHEET NO.
ALL OUTLETS AND SWITCHES. $M D1\ � Q � 2 GROMMET TO BE
/ o COORDINATED IN 7'-7" 9'-2"
M3 11 7. ALL ELECTRICAL RECEPTACLES SHALL BE FLUSH AND SEMI—RECESSED FIRE EXTINGUISHER CA NET FIELD WITH A- 1 0 0
WIRING SHALL BE CONCEALED IN RATED ENCLOSURES FOR FEC 11'-104 7'-24" AND JFELD CUT
ALL
VERIFY IN FIELD 17'-2" +/-
ALL CAVITIES. NO EXPOSED TUBING OR MOLDING SHALL BE
AND INSTALLED
PERMITTED UNLESS OTHERWISE NOTED.
VERIFY IN FIELD 19'-5" +/- TYPICAL ALL PROPOSED FLOOR PLAN 3
GFCINEW GFCI OUTLET ® 48" HEIGHT WORK SURFA S
1 /411 = 1 —0" -- SHEET OF
��a
ABBREVIATIONS PROJECT INFO NO. REVISIONS DATE
1Q PER T.O.S. 01.02.20
ADJ. ADJACENT H.B. HOSE BIBB
GENERAL CONDITIONS FINISH NOTES A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL 20 PER T.O.S. 01.14.20
:TION SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF GYPSUM BOARD A.F.G. ABOVE FINISHED GRADE LAV LAVATORY 4 4 2 1 0 C R - 4 8
1. ALL CONSTRUCTION 1. GYPSUM BOARD SHALL BE 5/8" THROUGHOUT UNLESS NOTED ALUM. ALUMINUM LVL LAMINATED VENEER LUMBER
" THE NEW YORK: STATE BUILDING CODE, AND BUILDING & ZONING CODES OF SOUTHOLD,
OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS. FASTEN AT 8" ALT. ALTERNATE M.O. MASONRY OPENING NY 11971
THE LOCAL GOVERNING TOWN OR MUNICIPALITY. REQUIREMENTS SPECIFIED IN O.C. FOR WALL APPLICATIONS. METAL CORNER BEADS SHALL BE
THE CODE SHALL BE ADHERED TO AS IF CALLED FOR OR SHOWN ON THE B.O. BOTTOM OF MAX. MAXIMUM
USED AT ALL OUTSIDE CORNERS. ALL JOINTS SHALL BE TAPED,
DRAWINGS. ANY REQUIREMENTS SET FORTH ON THE DRAWING MORE B.O.F. BOTTOM OF FOOTING MECH. MECHANICAL
STRINGENT THAN CODE ARE TO BE FOLLOWED AND NOT MODIFIED WITHOUT SPACKLED AND SANDED SMOOTH, POLISHED AND READY FOR PAINTING. BD. BOARD MFR. MANUFACTURER SCOPE OF WORK
THE ARCHITECT'S PERMISSION. WORKMANSHIP SHALL CONFORM TO THE BEST 2. GYPSUM BOARD IN RATED WALLS INDICATED ON THE PLANS SHALL BE BLDG BUILDING MIN. MINIMUM
ACCEPTABLE STANDARDS FOR THE TRADES INVOLVED. 5/8" TYPE "X" GYPSUM BOARD AS REQUIRED BY CODE. C.J. CONTROL JOINT MISC. MISCELLANEOUS INTERIOR ALTERATIONS FOR A 2,238 SQ. FT. FIRST
2. ARCHITECTURAL_ SERVICES FOR THIS PROJECT ARE LIMITED TO THEC.O. CLEAN OUT MTL. METAL FLOOR SPACE FOR MEDICAL USE.
PREPARATION OF THESE PLANS (GENERAL CONSTRUCTION PLANS) 3. GYPSUM BOARD SHALL BE AS MANUFACTURED BY GEORGIA PACIFIC, C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT
CONFORMING WITH THE BUILDING CODE REQUIREMENTS. THE ARCHITECT IS OR APPROVED EQUAL, AND SHALL BE STORED AND INSTALLED IN CU.FT. or CF CUBIC FEET N.T.S. NOT TO SCALE TOWN: TOWN OF SOUTHOLD
AVAILABLE TO THE OWNER OR CONTRACTOR FOR CONSULTATION REGARDING ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. CFM CUBIC FEET PER MINUTE O.C. ON CENTER HAMLET: SOUTHOLD
THE INTENT OF' THESE PLANS. ANY DEVIATION FROM THE PLANS SHALL BE
REPORTED TO THE ARCHITECT, IN WRITING, PRIOR TO COMMENCEMENT OF 4. IN WET AREAS AND UNDER CERAMIC TILE WALL FINISHES, USE 7/16" CL orLC CENTERLINE O.H. OPPOSITE HAND COUNTY: SUFFOLK
THE WORK. WONDER BOARD INSTALLED IN ACCORDANCE WITH MANUFACTURES CLG. CEILING PH or 0 PHASE TAX MAP #: 1000-063-01-020
3. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SPECIFICATIONS. CLO. CLOSET PL. orLP PLATE
SAFETY OF WORKERS AND THE PUBLIC. BARRIERS AND OTHER CLR. CLEAR PSF POUNDS PER SQUARE FOOT ZONING: LB (LIMITED BUSINESS)
PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE WITH THE PAINTING CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH LOT AREA: 24,518 SQ. FT. / 0.57 JAN 1 6 2020
AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING 1. GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT OF PRIMER SEALER
THE ENTIRE CONSTRUCTION OPERATION. AND A MINIMUM OF TWO COATS OF LATEX WALL PAINT UNLESS NOTED COL. COLUMN REF REFRIGERATOR
ON THE DRAWINGS. APPEARANCE RATHER THAN NUMBER OF COATS CONC. CONCRETE REQ'D. REQUIRED OCCUPANCY
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE DETERMINE ACCEPTANCE OF FINISH SURFACE. PAINT SHALL BE BY D.F. DRINKING FOUNTAIN REV. REVISION
STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO INSURE PROPER STRENGTH, BENJAMIN MOORE OR APPROVED EQUAL. SEE CORPORATE DESIGN CLASSIFICATION: B (BUSINESS)
FIT AND LOCATION OF STRUCTURAL WORK; AND REPORT TO THE ARCHITECT MANUAL FOR COLOR SELECTION AND LOCATION DEMO DEMOLITION RM ROOM
ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR AFFECT PROPER DIA. or 0 DIAMETER SIM. SIMILAR CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD
EXECUTION AND COMPLETION OF THE NEW WORLIAND
CHITECT IS TO BE DIAG. DIAGONAL SQ.FT. or SF SQUARE FEET FRAME)
Y c G DIM. DIMENSION SQ.IN. SQUARE INCHES SPRINKLER: NON-SPRINKLERED
5. THIS BUILDING SHALL CONFORM TO THE AMERICAL STDBF
DL DEAD LOAD STL. STEEL
BUILDINGS, AND FACILITIES; PROVIDING ACCESND USDN. DOWN SUSP. SUSPENDED
PHYSICALLY HANDICAPPED PEOPLE, ANSI A117.1L COME.F. EXHAUST FAN SW SWITCH
THIS BUILDING, WHETHER EXPLICITLY STATED HALL FREE DESIGNS AS REQUIRED FOR PHYSfCAL HANACCESE.J. EXPANSION JOINT T & G TONGUE AND GROOVE DRAWING LIST
E.W. EACH WAY T.O. TOP OF T-001 TITLE SHEET AND BUILDING INFORMATION
CO RAC OR SHALL REP RAL DAM GED ANDD SUR EA. EACH T.O.B. TOP OF BEAM
AREA 0 D U N U
MANCINI
EXISTING AREAS. EL ELEVATION T.O.C. TOP OF CURB A-_0.0.1 CODE SHEET & EGRESS PLA_ N
7. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY AND/OR SURVEY INFORMATION PROVIDED BY
EQ. EQUAL T.O.F. TOP OF FOOTING A-010 DEMOLITION FLOOR PLAN ARCHITECTURE
EST. ESTIMATE T.O.J. TOP OF JOIST
PERMANENT SUPPORT, BRACING, SHORING, ETC., AS REQUIRED FOR THE FOX LAND SURVEYING A-011 DEMOLITION REFLECTED_CEILING PLAN CONSTRUCTION
mul
DATE: 07-14-2015 EXIST. or EX. EXISTING T.O.M. TOP OF MASONRY
SAFE INSTALLATION OF NEW CONSTRUCTION. SURVEY FOR PAUL HENRY AT SOUTHOLD A-100 CONSTRUCTION FLOOR PLAN
TOWN OF SOUTHOLD SUFFOLK COUNTRY NEW YORK F.D. FLOOR DRAIN T.O.S. TOP OF STEEL - ------- ------ 222 Middle Country Rd, Suite 314
8. CONTRACTOR TO ALIGN ALL NEW CONSTRUCTION WITH EXISTING WALLS AND DISTRICT 1000 SECTION 063 BLOCK 01 LOT 020 A-101 CONSTRUCTION REFLECTED CEILING PLAN
ROOF LINES AS INDICATED. PATCH EXISTING SURFACES AS REQUIRED TO A AREA= 24,518 SF / 0.57 ACRES F.E. FIRE EXTINGUISHER T.O.SL. TOP OF SLAB ------- ---- - -
A-300 CONSTRUC- --TION FINISH PLAN Smithtown, NY 11787
SMOOTH FINISH WITH ADJACENT NEW CONSTRUCTION. F.F.E. FINISH FLOOR ELEVATION T.O.W. TOP OF WALL ----- - -- -- ------- T. 631-979-0104
E ?OPO FIN. FINISH THRU THROUGH A-400 MILLWORK DRAWINGS F: 631-979-3445
9. WORK WHICH REQUIRES PATCHING SHALL BE DONE WITH THE SAME
D� FL FLOOR TYP. TYPICAL Info@manclniarchitecture.com
MATERIALS AND IN THE SAME MANNER AS ADJOINING WORK. ALL DUE Mjo �$) FPSC FIRE PROOF SELF CLOSING U.N.O. UNLESS NOTED OTHERWISE
PRECAUTIONS SHALL BE TAKEN TO INSURE BONDING BETWEEN OLD AND NEW (G,R. _
WORK. JOINING BETWEEN OLD AND NEW WORK SHALL BE A SMOOTH -o-u��pOH 17 35' FTG. FOOTING UNF. UNFINISHED
CONTINUOUS FINISH TO ELIMINATE ANY VISUAL EVIDENCE OF JOINING. p -0 75.00 �'0 GA. GAUGE V.I.F. VERIFY IN FIELD _
10. CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR EDGE Of P GALV. GALVANIZED W/C WATER CLOSET
ACCEPTANCE CLEAN AND READY FOR OCCUPANCY. ALL DEBRIS IS TO BE ,0g�40"E FEN GFCI or GFI GROUND FAULT CIRCUIT INTERRUPTER W/ WITH
CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY FROM THE SITE. N67 1.2'E 0 GYP. GYPSUM W/O WITHOUT
CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN 0 G P. BD. GYPSUM BOARD WD. WOOD ��RED ASO
FROM THE SITE_ D ®� �SHONyM
11. RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED A mcl
EQUIPMENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY. nz �
0
12. CONSTRUCTION SAFETY, INCLUDING CARE OF ADJACENT PROPERTIES DURINGZ W m APPROVED AS NOTED
CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS m En
REGARDING SAFETY SHALL BE THE CONTRACTOR'S RESPONSIBILITY. m DATE:
B.P.# 02518%
ASPHALT
13. ALL MATERIALS USED TO COMPLETE RENOVATION WORK ARE TO BE NEW. z PARKING FEE: N�
SALVAGED MATERIALS MAY BE USED UNDER CERTAIN CONDITIONS SUBJECT 0 AREA BY:
co NOTIFY BUILDING DEPARTMEN AT
TO ARCHITECT OR OWNER'S APPROVAL. w
765-1802 8 AM TO 4 PM FOR THE
14. ALL DEMOLITION WORK TO BE RESTRICTED TO AREAS SHOWN ON THE PLAN. CA o CAST IRON COVER FOLLOWING INSPECTIONS:
CARE IS TO BE TAKEN NOT TO DISTURB ADJACENT WALLS, CEILING OR - 0 En 1. FOUNDATION - TWO REQUIRED
STRUCTURE TO REMAIN. GRATE u EXISYTINRG ^ FOR POURED CONCRETE
15. ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO D rr L. ROUGH - FRAMING & PLUMBING
REMAIN UNLESS DIRECTED TO BE REMOVED BY THE ARCHITECT. PROVIDE r- ROOF This drawing has been prepared for the
3. INSULATION g p p
4. FINAL - CONSTRUCTION MUST indicated project and is an instrument of
TEMPORARY SHORING OR SUPPORTS AS REQUIRED. SIDEWALK z
16. CONTRACTOR SHALL FURNISH THE USUAL TRADE GUARANTEES, m 2nd FLOOR _ I BE COMPLETE FOR C.O. service copyrighted by Mancini Architecture
GUARANTEEING ALL MATERIALS AND WORKMANSHIP AGAINST ORIGINAL COVERED FEN ALL CONSTRUCTION SHALL MEET THE PLLC. This drawing may not be copied or
DEFECTS AND AGAINST INJURY FROM PROPER, USUAL WEAR, WHEN USED 48.1' o.7E used, In whole or in part, by any party without
FOR THE PURPOSE INTENDED FOR A PERIOD OF ONE YEAR AFTER � REQUIREMENTS OF THE CODES OF NEW
the expressed written consent of Mancini
2 STORY
YORK STATE. NOT RESPONSIBLE FOR Architecture PLLC. Infringements or any use
I I
COMPLETION OF THE WORK OF THIS CONTRACT. THE PERIOD OF ONE YEAR FRAME OFFICE DESIGN OR CONSTRUCTION ERRORS. of this drawing for any other purposes will be
BEGINS ON THE DATE OF FINAL PAYMENT. DEFECTS APPEARING DURING M BUILDING
THAT YEAR SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN Z * N o' o I I ( I I I prosecuted to the full extend of criminal law
EXPENSE. o D A o D COMPLY WITH ALL CODES OF
17. TEMPORARY STORAGE AND PROTECTION OF TOOLS, EQUIPMENT, AND = o N = o W.C. Lay. env Lay. wG W.C. NEW YORK STATE & TOWN CODES KEY PLAN
MATERIALS SHALL BE THE CONTRACTORS RESPONSIBILITY. 0 NEw NEw ?EXIST--' AS REQUIRED AND CONDITIONS OF18. PERFORM DEMOLITION, ALTERATION AND REMODELING WORK INDICATED TO � 0 182 zo NEwExlsT NEwPRODUCE FINISHED RESULTS SHOWN AND DESCRIBED ON THE DRAWINGS. 20.8' � 1st FLOOR 2" 2" 2
THE CONTRACTOR SHALL COORDINATE ALL REMODELING WORK AND SHALL -00 00
L;"d�!IhdG BOARD � °ca
;U WOOD WALL Z X
BE
RESPONSIBLE FOR DIVISION OF WORK BETWEEN THE VARIOUS 0 n 4" 4" 4" o
SUBCONTRACTORS. m o FEN z C.o. C.O. SOUTHOLD TO'�JNTRUSTEES oPo
N �O � 1/8" PER FOOT PITCH 1/8" PER FOOT PITCH
19. UNFINISHED SURFACES CREATED BY REMOVAL OF EXISTING MATERIALS AND cn K 0.4'E
SURFACES DAMAGED OR DISTURBED BY REMODELING WORK SHALL BE o m CONNECT EXISTING
� v� 4" BUILDING SEE PTIC
PATCHED WITH NEW MATERIALS AND FINISHED TO MATCH THE EXISTING >
WORK. 17-
SYSTEM
M ASPHALT O PARKING OCCUPANCY OR PROJECT LOCATION
I AREAUSE IS UNLAWFUL
PLUMBING RISER DIAGRAM UL
..
GENERAL NOTES: N.T.S.
OF OCCUPANCY WITHOUT CERTIFICATE
1. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS, OGRATE PROJECT
APPROVALS, CERTIFICATES, CERTIFICATES OF OCCUPANCY OR COMPLETION,
U.L. APPROVALS, AND ANY OTHER MUNICIPAL REQUIREMENTS. NOTE: Y = 48" IF DOOR HAS STONY BROOK
2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE BOTH* CLOSER
BOTH CLOSER R & LATCH NOTE: Y = 48" IF CLOSER NOTE: X = 12" IF DOOR HAS SOUTHOLD
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY 12 MIN IS PROVIDED BOTH CLOSER AND LATCH
BEFORE PROGRESSING FURTHER WITH ANY AND ALL WORK. w } �--Ir & LATCH PROVIDED APPROVALS
__ _ 44210 CR 48, SOUTHOLD NY
w 11971
I--f -------I r---- ---� - I I I _Z
3. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS ARE TO BE
VERIFIED BY THE CONTRACTOR. _ 0 1 1 I 1 i o I X I I
I0 :2 1 22" MINI 24" MIN �, I � ELECTRICAIL DRAWING TITLE
SHED D w - I I ,�-- I 1 INSPECT110M, REQUIRED
FRAME I 1.4'W Z v N ---
C 0 ---
CONTRACTOR PERFORMANCE: SHED
TITLE PAGE &
�
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF m
CONSTRUCTION. NO DETAIL INCLUDED HEREIN IS MEANT TO SUBSTITUTE FOR CAST IRON COVER CAST IRON COVER ��� � Q�Ci ,Q PROJECT INFO
THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE OF THE PROPER O O REQUIRED BEEOR
PREPARATION, TOOLING, SCHEDULING, PROCEDURES, LIMITATIONS, AND .7N OPENING SCALE SCALE AS SHOWN
REQUIREMENTS OF THE MATERIALS TO BE INSTALLED. 1.1'W PULL SIDE PULL SIDE DRAWN BY
MIS
2. THE CONTRACTOR AND SUB-CONTRATOR(S), ARE ALL REQUIRED TO PERFORM A 7425 I- F
_____ DRAWN FOR
PRE-BID SITE: INSPECTION ALCNG WITH A COMPLETE REVIEW OF THE DRAWINGS S 69' S5,20"V4 FENCE - i i i I
i I --
CHECKED BY
WIRE
AND SPECIFICATIONS OF THE PROJECT.
1 0 18 Mf PROJECT#
GRASS PATM o PLUMBER CERTIFICATION '-
3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE DESIGN IN HIS BID OF
RLQ SEO� � I 24 MIN i X I �' ON LEAD CONTENT BEFORE DATE 09/25/19
OWNER DOCUMENOR HIS T. O DESIGNEE CONTRACTOR WITHOU EXCEPTIONSSHALL
SWRITTEN E APPROVAL OF THE DS BY THE NOW OR RUSMENCORPORA - --- -
ARCHITECT AND ENGINEER. ALAN ,C Lp,NO - - --- CE TE OF OCCUPANCY SHEET NO.
PECON
SOLDERUSED 1N WATER
4. THE CONTRACTOR'S WORKMANSHIP IS TO BE OF THE HIGHEST GENERALLY NOTE: Y = 54" IF DOOR NOTE: IF Y = 54" THEN X = 42" SUPPLY SYSTEM CANNOT
HAS CLOSER IF Y = 60" THEN X = 36" o T- 1 00
NATURE BY THE CONTRACTOR WILL BE DEEMED A VIOLATION OF HIS CONTRACT. EXCEED 2/10 OF 1/ LEAD.
ACCEPTED STANDARD IN THE INDUSTRY AND LACK OF PERFORMANCE IN ANY
5. THE CONTRACTOR SHALL PROVIDE A FULL WARRANTY FOR ALL MATERIALS AND PLC PLAN A C C E S I B L E DOOR DETAILS
WORKMANSHIP PROVIDED. THE WARRANTY LENGTH SHALL BE AS SO '�
NEGOTIATED BETWEEN THE OWNER AND CONTRACTOR. 1 =3A
N.T.S. LU-�Y/I:P., B I NG
--
/�L L-PLUfl�!BING WASTE SHEET OF
I Li i. iivt=.7 M:
T56,TI.°tiGtEFORE CO\Jf RII G
NO. REVISIONS DATE
BUILDING CODE/DATA
2015 INT'L EXISTING BUILDING CODE (EBC) W/ 2017 NYS SUPPLEMENT 805.8 EXIT SIGNS EXIT SIGNS REQUIRED ILLUMINATED EXIT SIGNS REFER TO THE EGRESS PLAN ON DRAWING A-001 AND FLOOR &
THROUGHOUT THE MEANS PROVIDED CEILING PLANS FOR LOCATIONS.
OF EGRESS SCTM #: 1000-063-01-020
CHAPTER 3 - COMPLIANCE METHOD 808 ELECTRICAL COMPLY WITH NFPA 70 WILL COMPLY ELECTRICIAN TO ARRANGE FOR AND PROVIDE UL INSPECTION LOT AREA: 24,518 SQ.FT. (0.57 ACRES)
(NEC) AND CERTIFICATE. T.O.S. ZONING: LB (LIMITED BUSINESS)
THE FOLLOWING REVIEW IS IN ACCORDANCE WITH THE 'WORK AREA METHOD' AS PER EBC301.1.2 809.1 MECHANICAL, RECONFIGURED NATURAL OR NATURAL OR MECHANICAL EXISTING HVAC SYSTEM TO BE UTILIZED FOR SPACES HEATING OCCUPANCY CLASSIFICATION: B (OFFICE)
SPACES MECHANICAL VENTILATION VENTILATION PROVIDED IN ALL AND VENTILATION. CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD FRAME)
REQUIRED OCCUPIABLE SPACES SPRINKLER: NON-SPRINKLERED
CHAPTER 5 - CLASSIFICATION OF WORK 811 ENERGY CONSERVATION, NEW ENVELOPE AND WILL COMPLY REFER TO 708.
MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT
AS THE EXISTING BUILDING IS A GROUP B WITH A WCRK AREA LESS THAN 50%, THEREFORE THE EBC ANALYSIS HAS BEEN PERFORMED AS AN ALTERATION-LEVEL 2 PER SHALL CONFORM TO ECC OCCUPANCY/EGRESS:
EBC505. THEREFORE, THE BUILDING WILL BE ANALYZED FOR COMPLIANCE WITH CHAPTERS 7 THROUGH 8.
SPACE CLASSIFICATION FLOOR AREA SF/OCC. OCCUPANTS
EBC BUILDING ELEMENT CODE REQUIREMENT PROVIDED SUPPORTING INFORMATION OR DOCUMENTATION INTERIOR FINISH REQUIREMENTS (BC 803.11) GROUND FLOOR (BUSINESS): 2238 SF 100 GROSS 22
Wall & Ceiling: Exits 803.11 NA NA TOTAL 22 OCC
CODE Table 803.11 FINISH TYPE RATING PROVIDED
CITATION
Wall & Ceiling: Corridors 803.11 Sprinklered, Class C to be BC 1017 TRAVEL DISTANCE:
CHAPTER 7 - ALTERATIONS LEVEL 1 Table 803.11 Group B: Class C provided in Int. Exit CARPET TILES CLASS II MAXIMUM:OCC. B W/ NO SPRINK. 200 W/ NO SPRINKLERS
701.3 FLOOD HAZARD AREAS N/A N/A THIS BUILDING IS NOT LOCATED WITHIN IN A FEMA SPECIAL Wall &Ceiling: 803.11 Sprinklered, Class C to be
FLOOD HAZARD AREA. Rooms/Spaces Table 803.11 Group B: Class C provided in Int. Exit GYPSUM BOARD CLASS B FLAME SPREAD ACTUAL MAX TRAVEL DISTANCE: MAIN LEVEL - 65 FT 3 IN
702 BUILDING ELEMENTS AND MATERIALSStair.
702.1 INTERIOR FINISHES, FLOOR BC 804.4: INT. FLOOR WILL COMPLY SEE FINISH TABLE BELOW Floors 804 GroupB: Class II Class II to be provided BC TABLE ALLOWED:
COMMON PATH OF EGRESS:
THROUGH FINISH, AND TRIM FINISH SHALL HAVE A p CEILNG TILE CLASS B FLAME SPREAD MAXIMUM ALLOWED: 100 FT W/ NO SPRINKLERS
702.3 MIN CLASS 11 CRITICAL
RADIANT FLUX RATING MAXIMUM PROVIDED: 56 FT 3 IN
703.1 FIRE PROTECTION REQUIRED - FIRE ALARM TO BE FILED UNDER SEPARATE PERMIT BY VENDERS
BC 1006 NUMBER OF EXITS:
704.1 MEANS OF EGRESS MAINTAIN THE LEVEL OF EGRESS PATHS ARE COMPLIANT SEE DRAWING A-001 FOR EGRESS PLAN AND CALCULATIONS.
PROTECTION PROVIDED WITH PROPOSED USE/OCCUPANCY NUMBER OF EXITS REQ'D: 2 EXITS PER BC TABLE 1006.3.1
NUMBER OF EXITS PROVIDED: 3 EXITS
705.1 ACCESSIBILITY ACCESSIBLE MEANS OF EXISTING NO CHANGE NO ALTERATIONS THAT AFFECT EXISTING LEVEL ACCESSIBILITY ARE
EGRESS REQUIRED BY PROPOSED AS PART OF THIS APPLICATION. THE EXISTING BC 1005.3.2 MINIMUM EXIT WIDTH:
CHAPTER 11 OF THE IBC BUILDING IS FULLY ACCESSIBLE AND ALL NEW DOORS SHALL
NOT REQUIRED FOR COMPLY, SEE PLANS.
EXISTING FACILITIES 22 OCC. X 0.20 IN. PER OCC. 4.4 IN. REQUIREDMANCINI
708 ENERGY CONSERVATION, NEW ENVELOPE AND N/A NEW WALL IN EXISTING PATCHED WINDOW OPENING TO CONFORM (3) EXIST. 36 IN.(MIN) DOORS = 108 IN.
MINIMUM REQUIREMENTS MECHANICAL EQUIPMENT TO ECC. TOTAL EXIT DOOR WIDTH PROV'D = 108 IN.
SHALL CONFORM TO ECC ARCHITECTURE
BC 1005.5 DISTRIBUTION OF MIN WIDTH/CAPACITY: CONSTRUCTION
CHAPTER 8 - ALTERATIONS LEVEL 2 50% x 22 OCC. = 11 OCC. M U I
803 BUILDING ELEMENTS AND MATERIALS 11 OCC. x 0.20 IN PER OCC = 2.2 IN REQ'D 222 Middle Country Rd, Suite 314
803.4 INTERIOR FINISH CORRIDOR FINISH TO CORRIDORS CLASS C MIN TO BE - W/ LOSS OF 1 EXIT: (1) 36 IN.(MIN) DOORS = 36 IN > 2.2 IN REQ'D
COMPLY WV/ BC TABLE PROVIDED T.
803.11 INT. EXIT STAIRS: CLASS B TO BE Smithtown, NY 11787
631-979-0104
PROMDED (EXISTING TO REMAIN) PLUMBING FIXTURES: F: 631-979-3445
804 FIRE PROTECTION WATER CLOSETS: info@manciniarchitecture.com
804.2 AUTOMATIC SPRINKLERS REQUIRED WHERE >30 EXISTING BUILDING IS N/A REQUIRED: (B)1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER(B)22/2=OCCUPANTS. NON-SPRINKLERED. BUSINESS: 11 OCC. = 1 MALE & 1 FEMALE REQ'D
1 MALE & 1 FEMALE PROVIDED (EXIST)
804.4 FIRE ALARM AND DETECTION PER FIRE ALARM VENDER PER FIRE ALARM VENDER PER FIRE ALARM VENDER. FILED UNDER SEPARATE PERMIT LAVATORIES:
REQUIRED: (B)1 PER 40 FOR FIRST 80, 1 PER 80 FOR REMAINDER
804.4.3 SMOKE ALARMS PER FIRE ALARM VENDER PER FIRE ALARM VENDER PER FIRE ALARM VENDER. FILED UNDER SEPARATE PERMIT BUSINESS: (8)22/2= 11 OCC. = 1 MALE & 1 FEMALE REQ'D
1 MALE & 1 FEMALE PROVIDED (EXIST) � ED
805 MEANS OF EGRESS ®� �SHONy_
805.3 NUMBER OF EXITS MINIMUM OF ONE EXIT 2 EXITS REFER TO THE EGRESS PLAN AND CALCULATIONS ON SHEETS EGRESS PLAN LEGEND
A-001.
805.4.1 TWO EGRESS DOORWAYS OCCUPANT LOAD & WHERE APPLICABLE, WILL EXISTING BUILDING HAS 3 MEANS OF EGRESS.
REQUIRED TRAVEL DISTANCE COMPLY COMMON PATH OF EGRESS
>50
>75 FT OCCUPANTS TRAVEL ' OR
DISTANCE 05iss �®
TRAVEL DISTANCE
805.4.2 DOOR SWING >50 OCCUPANTS, DOOR WILL COMPLY SEE PLANS IN
TO SWING IN DIRECTION
OF TRAVEL
805.4.3 DOOR CLOSING EXIT DOORS SHALL BE SELF CLOSING DOORS PROVIDED EXISTING STAIR EXIT DOOR ARE SELF CLOSING ® ® EXIT SIGNS
SELF-CLOSING
805.6 DEAD END CORRIDORS COMPLY WV/ BC 1020.4 N/A N/A
20 FT MAX PROPOSED/EXIST 1 HR FIRE PARTITION
805.7 MEANS OF EGRESS LIGHTING ARTIFICIAL LIGHTING MEANS OF EGRESS ARE ALL MEANS OF EGRESS ARE EQUIPPED WITH ARTIFICIAL LIGHTING
This drawing has been prepared for the
REQUIRED EQUIPPED WITH ARTIFICIAL AS PER IBC. SEE REFLECTED CEILING PLAN PROPOSED/EXIST 2 HR FIRE PARTITION indicated project and is an instrument of
LIGHTING
service copyrighted by Mancini Architecture
PLLC. This drawing may not be copied or
REFER TO REFLECTED CEILING PLANS AND LIGHTING used, in whole or in part, by any party without
PLANS FOR LIGHTING W/ INTEGRATED EMERGENCY the expressed written consent of Mancini
POWER PACKS Architecture PLLC. Infringements or any use
of this drawing for any other purposes will be
prosecuted to the full extend of criminal law
KEY PLAN
UP UP
UP yO
�-A
O
TRAVEL
DISTANCE:
61'-4"
r PROJECT LOCATION
I I
I I
1 ._
® PROJECT
Ecl °" I STONY BROOK
I I SOUTHOLD
' i I 44210 CR 48, SOUTHOLD NY
�I rI 11971
wI wl
Q I DRAWING TITLE
I- I-
ol LI
_J ,I TITLE PAGE &
a I P ROJ ECT I N FO
I I
SCALE SCALE AS SHOWN
DRAWN BY MIS
DRAWN FOR --
I CHECKED BY
--
PROJECT# --
DATE 09/25/19
I
SHEET NO.
A-001
(DEGRESS PLAN
i -- SHEET OF
NO. REVISIONS DATE
WALL TYPE LEGEND DEMOLITION NOTES: 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE OWNER'S 8. THE G.C. SHALL SECURE ANY NECESSARY CONSTRUCTION 13. THE GENERAL CONTRACTOR SHALL COORDINATE ALL 18. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT/COLUMNS AT
REPRESENTATIVE 4 DAYS IN ADVANCE OF ANY AND/OR DEMOLITION PERMITS PRIOR TO STARTING DEMOLITION WORK DOCUMENTED ON THESE DRAWINGS ALL STRUCTURAL LOAD BEARING WALLS TO BE REMOVED UNTIL
1. THE INTENT OF THE SELECTIVE DEMOLITION WORK IS TO INTERRUPTION TO BUILDING UTILITY SERVICES. SUCH DEMOLITION WORK. WITH ALL WORK DOCUMENTED ON THE MECHANICAL, INSTALLATION OF NEW STRUCTURAL MEMBERS. CONTACT
REMOVE ALL NECESSARY AND REQUIRED EXISTING NOTIFICATION APPLIES TO WORK PERFORMED DURING ELECTRICAL, AND PLUMBING DRAWINGS. ARCHITECT UPON EXPOSURE OF STRUCTURAL CONDITION AS
(E) EXISTING WALL TO REMAIN BUILDING CONSTRUCTION TO ALLOW ALL NEW NORMAL AND OFF—HOURS. 9. FIRE EXTINGUISHER REQUIREMENTS OF ALL APPLICABLE REQ.
CONSTRUCTION TO PROCEED. THE DEMOLITION DRAWINGS CODES SHALL BE STRICTLY MAINTAINED IN ALL AREAS OF 14. THE G.C. SHALL COORDINATE PATCHING OF ANY
DO NOT INDICATE ALL ITEMS TO BE REMOVED — THEY 4. DEBRIS SHALL BE CONTAINED ON SITE IN DEMOLITION DURING ALL DEMOLITION OPERATIONS. MATERIALS DAMAGED OR COMPROMISED DURING 19. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF
DEMO — EXISTING WALL TO BE REMOVED ARE TO BE USED AS PART OF THE GENERAL DUMPSTER/ROLL OF CONTAINERS PER TOWN OF DEMOLITION OPERATIONS (E.G. FIREPROOFING, CONCRETE ALL APPLICABLE REFERENCE SPECIFICATIONS, TO
CONTRACTOR AND DEMOLITION SUB—CONTRACTOR'S SOUTHOLD REQUIREMENTS. CONTRACTOR IS RESPONSIBLE 10. PROVIDE TEMPORARY MEASURES AS REQUIRED TO SLAB) TO MAINTAIN CONTINUITY OF REQUIRED FIRE GOVERNING BUILDING CODES AND TO THE REQUIREMENTS
ON—SITE SURVEY TO DETERMINE THE COMPLETE SCOPE FOR ANY APPLICABLE PERMITS AS REQUIRED BY THE MAINTAIN REQUIRED EMERGENCY EGRESS FROM THE RATING, ACOUSTICAL SEPARATION, ETC. OF AUTHORITIES HAVING JURISDICTION.
DEMOLITION KEY NOTES: OF THE DEMOLITION WORK, AS INDICATED ON THE TOWN. BUILDING AT ALL TIMES DURING DEMOLITION PROCESSES.
CONTRACT DOCUMENTS AND REQUIRED BY ON—SITE 15. THE G.C. SHALL IDENTIFY EQUIPMENT AND MATERIALS TO
CONDITIONS. CONTACT ARCHITECT AT DISCOVERY OF ANY 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT BROOM 11. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR BE RELOCATED AND COORDINATE THEIR METHODS OF
REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH DISCREPANCIES. CLEAN AND SECURE AT THE END OF EACH WORK DAY. ANY HAZARDOUS MATERIALS IN ANY FORM AT THE REMOVAL, SAFE STORAGE, INVENTORY, ETC. WITH
O
1 ADJACENT SURFACES PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, OWNER'S REPRESENTATIVE PRIOR TO START OF
ES AS REQ'D TO MAINTAIN UNIFORM WALL THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW 2. THE GENERAL CONTRACTOR (G.C.) WILL COORDINATE THE 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED SHALL ASBESTOS, ASBESTOS CONTAINING PRODUCTS, DEMOLITION WORK.
BE REMOVED FROM THE SITE AND DISPOSED OF AS POLYCHLORINATED BIPHENYLS (PCB'S), LEAD, OR ANY
FINISH. (TYP) SCHEDULING WITH THE OWNER'S REPRESENTATIVE AND REQUIRED BY, AND IN CONFORMANCE WITH, ALL OTHER TOXIC SUBSTANCE. 16. THE BUILDING AND SITE SHALL BE LEFT BROOM CLEAN
SHALL INFORM THE OWNERS REPRESENTATIVE A THE APPLICABLE CODES, REGULATIONS OR REQUIREMENTS. AND DRY AT THE COMPLETION OF THE SELECTIVE
STARTING ANY DEMOLITION. WORK MAY NOT PROCEED O
REMOVE EXISTING DOOR FRAME AND PREP FOR INSTALLATION SCHEDULE OF DEMOLITION PROCEDURES IN ADVANCE OF VERIFY WITH OWNER ABOUT ANY COMPONENTS OF 12. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING THE DEMOLITION WORK.
2 IN SALVAGE VALUE. COURSE OF DEMOLITION G.C. IS TO NOTIFY THE OWNER'S
NEW UNITS. COORDINATE WITH DOOR SCHEDULE AND DOOR UNTIL THE OWNER'S REPRESENTATIVE PROVIDES THE G.C. REPRESENTATIVE IMMEDIATELY. 17. RESTORE ANY SURFACES OR FINISHES WHICH ARE
INSTALLER. WITH WRITTEN ACCEPTANCE OF SUCH SCHEDULE. 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN A SCRATCHED, MARRED OR OTHERWISE DAMAGED BY THE
O REMOVE EXISTING MILLWORK BASE CABINETS & UPPER MANNER WHICH COMPLIES WITH ALL APPLICABLE CODES INSTALLATION, MOVEMENT OR REMOVAL OF ALL
3 CABINETS/SHELVES. AND REQUIREMENTS.
EQUIPMENT ASSOCIATED WITH DEMOLITION PROCEDURES
(E.G. SCAFFOLDING, CONTAINERS, ETC.).
REMOVE ALL EXISTING WALL & FLOOR FINISHES DOWN TO
O EXISTING SUBSTRATE MATERIAL. PATCH SUBSTRATE MATERIAL
TO MATCH. PREP AS REQUIRED FOR NEW FINISHES.
DISCONNECT ALL EXISTING DEVICES, SWITCHES, JUNCTION
BOXES AND RECEPTACLES ON EXISTING WALLS TO BE
ODEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS AND WIRING
5 BACK TO EXISTING POWER SOURCE. EXISTING RECEPTACLES
TO REMAIN ARE TO BE REWIRED TO NEW ELECTRICAL BOX
LOCATION AS PER CODE. MEDICAL BX CABLE WILL BE
REQUIRED FOR ALL MEDICAL USE AREAS. MANCINI
O REMOVE EXISTING ELECTRICAL SUB PANEL
ARCHITECTURE
REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL M U I CONSTRUCTION
OPLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF
AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW 222 Middle Country Rd, Suite 314
FIXTURES. Smithtown, NY 11787
T: 631-979-0104
O8 REMOVE EXISTING WOOD BURNING STOVE. F: 631-979-3445
Firinfo@manciniarchitecture.com
f— — V14b
WHERE RANI PLYWOOD & RAW CARPET PADDING EXISTS,REMOVE PADDING & FLASH PATCH ALL SURFACES TO BEI 2 II c
LEVEL AND PREPARE TO RECEIVE NEW MATERIAL.
REMOVE EXISTING FLOOR FINISHES DOWN TO EXISTING
10 SUBSTRATE MATERIAL IN THIS AREA. PATCH SUBSTRATE /
MATERIAL 1"0 MATCH. PREP AS REQUIRED FOR NEW 8 4 I ? 1 9 ED
FINISHES.
11 REMOVE EXISTING LIGHTS AND LIGHT FIXTURES IN AREA �� L_
OF WORK. PATCH AFFECTED AREA AS REQUIRED. ? 1 1 ( f 3 1 1 a
— J —
5 � -I 5
12 REMOVE EXISTING CEILING TILES AND CEILING GRID. PATCH 5 — — _ — —I I I 2
AFFECTED AREA TO RECEIVE NEW FINISH. — — _ 5 � ___ _ 0x988 ®�
REMOVE EXISTING WINDOW, FRAME, AND 5 2 � \ 1 1 2 �— — �— — — — OF IN
INTERIOR/EXTERIOR TRIM. FRAME IN OPENING TO MATCH 1 I — ' 1
EXISTING STUDS. FILL CAVITY WITH CLOSED—CELL III 13 6 / I II12 11L 1
13 INSULATION. MATCH EXISTING CEDAR SHAKE SIDING AND 11111 `--' / 11 F11— =i I I / I� I I 7 I I 5
PAINT TO MATCH, AND PATCH AND REPAIR GYPSUM __�
BOARD AROUND AFFECTED AREA. _=J —
�_ 2 J I
I
2 1 2 —� 4 11 This drawing has been prepared for the
9 5 I — indicated project and is an instrument of
2 service copyrighted by Mancini Architecture
F\+i 11 \ 2 PLLC. This drawing may not be copied or
�I sT 1 1 \\� I1L J1 — used, in whole or in part, by any party without
1 'L�, \\ ��_ _ _ _ the expressed written consent of Mancini
5 `rT y — Architecture PLLC. Infringements or any use
C 2 — — — — ' 3 of this drawing for any other purposes will be
9 prosecuted to the full extend of criminal law
9 3
I— 3 7
I
7 7 i I i�� I I— 1 KEY PLAN
I �� J I
I—�— I 10, ���`,G 5 y
+� \ 0�
2 G�
7 1 I
v J
I
PROJECT LOCATION
3
L L1 7
9 PROJECT
0 _J 9 I I 2 1 5 STONY BROOK
IIL
1 II \ 5 10 SOUTHOLD
\\ 44210 CR 48, SOUTHOLD NY
3 9 F �isT 1 1 f7_7 7 7� Ti T/T/7r7T
11971
— sT ti� O /ilii ilii iii�(✓iiiiii
Oji 1/1 L /L L_/�I/I/1
o f- DRAWING TITLE
EllTti�
DEMO FLOOR PLAN
7 F+,
g g 4 10
SCALE SCALE AS SHOWN
DRAWN BY MIS
DRAWN FOR --
CHECKED BY --
PROJECT# --
DATE 09/25/19
SHEET NO.
DEMOLITION FLOOR PLAN A-01 0
1 -
1 /4" = 1 '-0"
-- SHEET OF
-,� NO. REVISIONS DATE
WALL TYPE= LEGEND DEMOLITION NOTES: 3. THE G.C. HAS AN OBLIGATION TO NOTIFY THE OWNER'S 8. THE G.C. SHALL SECURE ANY NECESSARY CONSTRUCTION 13. THE GENERAL CONTRACTOR SHALL COORDINATE ALL 18. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT/COLUMNS AT
REPRESENTATIVE 4 DAYS IN ADVANCE OF ANY AND/OR DEMOLITION PERMITS PRIOR TO STARTING DEMOLITION WORK DOCUMENTED ON THESE DRAWINGS ALL STRUCTURAL LOAD BEARING WALLS TO BE REMOVED UNTIL
1. THE INTENT OF THE SELECTIVE DEMOLITION WORK IS TO INTERRUPTION TO BUILDING UTILITY SERVICES. SUCH DEMOLITION WORK. WITH ALL WORK DOCUMENTED ON THE MECHANICAL, INSTALLATION OF NEW STRUCTURAL MEMBERS. CONTACT
REMOVE ALL NECESSARY AND REQUIRED EXISTING NOTIFICATION APPLIES TO WORK PERFORMED DURING ELECTRICAL, AND PLUMBING DRAWINGS. ARCHITECT UPON EXPOSURE OF STRUCTURAL CONDITION AS
(E) EXISTING WALL TO REMAIN BUILDING CONSTRUCTION TO ALLOW ALL NEW NORMAL AND OFF—HOURS. 9. FIRE EXTINGUISHER REQUIREMENTS OF ALL APPLICABLE REQ.
CONSTRUCTION TO PROCEED. THE DEMOLITION DRAWINGS CODES SHALL BE STRICTLY MAINTAINED IN ALL AREAS OF 14. THE G.C. SHALL COORDINATE PATCHING OF ANY
DO NOT INDICATE ALL ITEMS TO BE REMOVED — THEY 4. DEBRIS SHALL BE CONTAINED ON SITE IN DEMOLITION DURING ALL DEMOLITION OPERATIONS. MATERIALS DAMAGED OR COMPROMISED DURING 19. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF
DEMO — EXISTING WALL TO BE REMOVED ARE TO BE USED AS PART OF THE GENERAL DUMPSTER/ROLL OF CONTAINERS PER TOWN OF DEMOLITION OPERATIONS (E.G. FIREPROOFING, CONCRETE ALL APPLICABLE REFERENCE SPECIFICATIONS, TO
CONTRACTOR AND DEMOLITION SUB—CONTRACTOR'S SOUTHOLD REQUIREMENTS. CONTRACTOR IS RESPONSIBLE 10. PROVIDE TEMPORARY MEASURES AS REQUIRED TO SLAB) TO MAINTAIN CONTINUITY OF REQUIRED FIRE GOVERNING BUILDING CODES AND TO THE REQUIREMENTS
ON—SITE SURVEY TO DETERMINE THE COMPLETE SCOPE FOR ANY APPLICABLE PERMITS AS REQUIRED BY THE MAINTAIN REQUIRED EMERGENCY EGRESS FROM THE RATING, ACOUSTICAL SEPARATION, ETC. OF AUTHORITIES HAVING JURISDICTION.
DEMOLITION KEY NOTES: OF THE DEMOLITION WORK, AS INDICATED ON THE TOWN. BUILDING AT ALL TIMES DURING DEMOLITION PROCESSES.
CONTRACT DOCUMENTS AND REQUIRED BY ON—SITE 15. THE G.C. SHALL IDENTIFY EQUIPMENT AND MATERIALS TO
CONDITIONS. CONTACT ARCHITECT AT DISCOVERY OF ANY 5. ALL AREAS OF DEMOLITION ARE TO BE LEFT BROOM 11. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR BE RELOCATED AND COORDINATE THEIR METHODS OF
REMOVE EXISTING INTERIOR PARTITIONS AS NOTED. PATCH DISCREPANCIES. CLEAN AND SECURE AT THE END OF EACH WORK DAY. ANY HAZARDOUS MATERIALS IN ANY FORM AT THE REMOVAL, SAFE STORAGE, INVENTORY, ETC. WITH
ADJACENT SURFACES AS REQ'D TO MAINTAIN UNIFORM WALLO PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, OWNER'S REPRESENTATIVE PRIOR TO START OF THICKNESS & CREATE A SMOOTH SURFACE TO RECEIVE NEW 2. THE GENERAL CONTRACTOR (G.C.) WILL COORDINATE THE 6. ALL MATERIAL NOT DESIGNATED TO BE SALVAGED SHALL ASBESTOS, ASBESTOS CONTAINING PRODUCTS, DEMOLITION WORK.
SCHEDULING WITH THE OWNER'S REPRESENTATIVE AND BE REMOVED FROM THE SITE AND DISPOSED OF AS POLYCHLORINATED BIPHENYLS (PCB'S), LEAD, OR ANY
FINISH. (TYP) SHALL INFORM THE OWNER'S REPRESENTATIVE OF THE REQUIRED BY, AND IN CONFORMANCE WITH, ALL OTHER TOXIC SUBSTANCE. 16. THE BUILDING AND SITE SHALL BE LEFT BROOM CLEAN
SCHEDULE OF DEMOLITION PROCEDURES IN ADVANCE OF APPLICABLE CODES, REGULATIONS OR REQUIREMENTS. AND DRY AT THE COMPLETION OF THE SELECTIVE
REMOVE EXISTING DOOR FRAME AND PREP FOR INSTALLATION STARTING ANY O DEMOLITION. WORK MAY NOT PROCEED VERIFY WITH OWNER ABOUT ANY COMPONENTS OF 12. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING THE DEMOLITION WORK.OF NEW UNITS. COORDINATE WITH DOOR SCHEDULE AND DOOR SALVAGE VALUE. COURSE OF DEMOLITION G.C. IS TO NOTIFY THE OWNER'S
INSTALLER. UNTIL THE OWNER'S REPRESENTATIVE PROVIDES THE G.C. REPRESENTATIVE IMMEDIATELY. 17. RESTORE ANY SURFACES OR FINISHES WHICH ARE
WITH WRITTEN ACCEPTANCE OF SUCH SCHEDULE. 7. ALL DEMOLITION WORK SHALL BE PERFORMED IN A SCRATCHED, MARRED OR OTHERWISE DAMAGED BY THE
REMOVE EXISTING MILLWORK BASE CABINETS & UPPER MANNER WHICH COMPLIES WITH ALL APPLICABLE CODES INSTALLATION, MOVEMENT OR REMOVAL OF ALL
O
3 CABINETS/'SHELVES. AND REQUIREMENTS. EQUIPMENT ASSOCIATED WITH DEMOLITION PROCEDURES
(E.G. SCAFFOLDING, CONTAINERS, ETC.).
REMOVE ALL EXISTING WALL & FLOOR FINISHES DOWN TO
O EXISTING SUBSTRATE MATERIAL. PATCH SUBSTRATE MATERIAL
TO MATCH. PREP AS REQUIRED FOR NEW FINISHES.
DISCONNECT ALL EXISTING DEVICES, SWITCHES, JUNCTION
BOXES AND RECEPTACLES ON EXISTING WALLS TO BE
ODEMOLISHED. REMOVE ALL ASSOCIATED CONDUITS AND WIRING
5 BACK TO (EXISTING POWER SOURCE. EXISTING RECEPTACLES
TO REMAIN ARE TO BE REWIRED TO NEW ELECTRICAL BOX C 1
LOCATION AS PER CODE. MEDICAL BX CABLE WILL BE
REQUIRED FOR ALL MEDICAL USE AREAS. MAiN I
O6 REMOVE EXISTING ELECTRICAL SUB PANEL
ARCHITECTURE
REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. ALL M U I CONSTRUCTION
OPLUMBING SUPPLY AND WASTE LINES SHALL BE CAPPED OFF
AT THEIR SOURCE. PREP FOR INSTALLATION OF NEW 222 Middle Country Rd, Suite 314
FIXTURES.
Smithtown, NY 11787
_ — T: 631-979-0104
O8 REMOVE EXISTING WOOD BURNING STOVE. F: 631-979-3445
info@manciniarchitecture.com
WHERE RAW PLYWOOD & RAW CARPET PADDING EXISTS,
O9 REMOVE PADDING & FLASH PATCH ALL SURFACES TO BE 11
LEVEL AND PREPARE TO RECEIVE NEW MATERIAL. „
REMOVE EXISTING FLOOR FINISHES DOWN TO EXISTING
O10 SUBSTRATE MATERIAL IN THIS AREA. PATCH SUBSTRATE II II 11
MATERIAL TO MATCH. PREP AS REQUIRED FOR NEW II II ———— ————
FINISHES.
11 REMOVE EXISTING LIGHTS AND LIGHT FIXTURES IN AREA I II
OF WORK. PATCH AFFECTED AREA AS REQUIRED. � r�
rl—=-- -
12 REMOVE EXISTING CEILING TILES AND CEILING GRID. PATCH (I 12
AFFECTED AREA TO RECEIVE NEW FINISH. �l II _ 025`1806
REMOVE EXISTING WINDOW, FRAME, AND ` II 1 OF IN
INTERIOR/EXTERIOR TRIM. FRAME IN OPENING TO MATCH 11 11 11 11
13 EXISTING STUDS AND FILL CAVITY WITH CLOSED—CELL
INSULATION. MATCH EXISTING CEDAR SHAKE SIDING AND
PAINT TO MATCH, AND PATCH AND REPAIR GYPSUM
BOARD AROUND AFFECTED AREA. � LIIQ i i L
I I ( I I 12 I I I I I This drawing has been prepared for the
�) ( I lO I I I I 4 +=f— indicated project and is an instrument of
I I_ SDI J o —�— LJ� service copyrighted by Mancini Architecture
I D- U-- ___ p n PLLC. This drawing may not be copied or
I I used, in whole or in part, by any party without
11 10, the expressed written consent of Mancini
Architecture PLLC. Infringements or any use
—— , of this drawing for any other purposes will be
_r__., L _ — — J prosecuted to the full extend of criminal law
L----J 12
11 KEY PLAN
I I I I
i 2 PO
—— —11 2�
I 11 I I 11
PROJECT LOCATION
I
I I I I I
I
LJ LJ I11
11 I I PROJECT
STONY BROOK
SOUTHOLD
I
44210 CR 48, SOUTHOLD NY
L 11971
b DRAWING TITLE
DEMO REFLECTED
11 OsoJ i i 1, 11 �� i CEILING PLAN
I I I I I I I SCALE SCALE AS SHOWN
( I I I I I DRAWN BY M I S
LJ LJ
L L J DRAWN FOR --
_ CHECKED BY --
PROJECT#------------
--
DATE 09/25/19
SHEET NO.
() 0DEMOLITION REFLECTED CEILING PLAN- A-011
1 /4„ 1 O„
SHEET OF
CONSTRUCTION NOTESWALL TYPE LEGEND NO. REVISIONS DATE
1Q PER T.O.S. 01.02.20
. DOOR AND FRAME ELEVATIONS 0 (E) EXISTING WALL TO REMAIN Q PER T.O.S. 01.14.20
1. ALL DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED
DOOR NOTES: DRYWALL UNLESS OTHERWISE NOTED.
1. ALL OPERABLE HANDLES SHALL BE ANSI 117.1 2009 COMPLIANT LEVER HANDLES OR PULL ® NEW WALL (SEE TAG FOR TYPE)
HANDLES. REPLACE ALL EXISTING HARDWARE TO BE COMPLIANT. 2. DOOR BUCKS TO BE 4" FROM ADJACENT FINISHED CORNER
2. EXTERIOR DOORS SHALL BE PROVIDED WITH ANSI 117.1 2009 COMPLIANT THRESHOLDS UNLESS OTHERWISE NOTED.
3. ALL PULLS, LATCHES, LOCKS, CLOSERS, AND ANY OTHER EQUIPMENT SHALL BE ANSI 117.1 DRAWING LEGEND
2009 COMPLIANT AND COMPLY WITH BC 1008.. 3. PATCH, FILL AND REPAIR ALL SURFACES MADE IMPERFECT
4. CONTRACTOR SHALL PROVIDED SUBMITTALS OF ALL ITEMS FOR REVIEW AND APPROVAL BY ALTERATIONS OR REMOVAL.
D
PRIOR TO INSTALLATION.
5. ALL FIRE RATED DOORS AND FRAMES SHALL SHALL BE UL LABELED. 4. WALL OUTLETS TO BE 18" A.F.F. UNLESS OTHERWISE 01 DOOR TAG (SEE ACCOMPANYING SCHEDULE)
6. ALL HARDWARE IN FIRE RATED DOORS SHALL BE LISTED FOR USE IN ASSEMBLIES OF FIRE NOTED.
RATING LISTED IN SCHEDULE.
5. WALL SWITCHES TO BE 48" A.F.F. UNLESS OTHERWISE -- WALL TAG (SEE WALL TYPES FOR DETAILS)
LEGEND: NOTED.
AL ALUMINUM PR PAIR
D1 F1 EX EXISTING PVC PVC 6. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF
FRP FIBERGLASS REINFORCED POLYESTER SS STAINLESS STEEL `A� ALL OUTLETS AND SWITCHES.
HM HOLLOW METAL SSHM STAINLESS STEEL HOLLOW METAL �\ �\ SWITCH
KD KNOCK—DOWN SC SOLID CORE 7. ALL ELECTRICAL RECEPTACLES SHALL BE FLUSH AND
PE POLYETHYLENE VS VINYL STRIPSWIRING SHALL BE CONCEALED IN RATED ENCLOSURES FOR
WD WOOD (BIRCH WOOD) / r ALL CAVITIES. NO EXPOSED TUBING OR MOLDING SHALL BE
PERMITTED UNLESS OTHERWISE NOTED. FEC SEMI—RECESSED FIRE EXTINGUISHER CABINET
GF�CI NEW GFCI OUTLET @ 44" HEIGHT
DOOR AND FRAME SCHEDULE
DOOR
SIZE FRAME NOTES f
MARK FIRE STOP & SEALANT
WIDTH HGT THK MAT'L EL MAT'L EL
UNDERBID OF RATED WALLS
D
D 3'-0" 6'-8" 13/4" SC WD D1 HM — KD F1 SHEETRO K CEILING (SMOKE STOP & SE LANT
® NONRATED WALLS) UP UP
D
02 3'-0" 6t-8" 13/4" SC WD D1 HM — KD F1 SELF—CLOSING MANCIIN
mul
UP
ARCHITECTURE
D
03 3'-0" 6'-8" 13/4" SC WD D1 HM — KD F1
D CONSTRUCTION
04 3'-0" 6'-8" 13/4„ SC WD D1 HM — KD F1
11'-9" 5" 4'-10" 4" 29'-61"
D
222 Middle Country Rd, Suite 314
05 3'-0" 6'-8" 13/4 SC WD D1 HM — KD F1 BATT INSULATION 40
Smithtown, NY 11787
D 3 (1) AYER 2 X 4 WOOD
06 3'-0" 6'-8" 1 /4" SC WD D1 HM — KD F1 _ : 6 1-979-0104
GYP UM BOARD FRAMED WALL F: 631-979-3445
D BOT SIDES --I info@manciniarchitecture.com
07 2'-0" PR C-8" 13/4" SC WD D1 HM — KD F1
-7 5 db
D SCHEDULED FINISH
+s'� +S
S08 1'-6" 6'-8" 13/4" SC WD D1 HM — KD F1 A-400 A otic Ttic
D SCHEDULED BASE �� I A A
09 2'-6" 6'-8" 13/4" SC WD D1 HM — KD F1 _
SCHEDULED FLOOR � EXAM 1 I I p�1 � ,'-;'' �=+N
ALTERNATE: CONTRACTOR TO PROVIDE PRICING FOR ALL ; A $7 f 2 f °°r �I ✓ WAITING ROOM ���E® '��
'EXISTING' DOORS TO BE REPLACED WITH NEW , SOLID CORE = 0 (01 3�Q � 2g2 ft2 ��®����"°"'"M�®��
DOORS WITH HOLLOW METAL KNOCK—DOWN FRAMES ,U �e „ „ „
7 —10 5 3 —11 41-10's 4 8 O 5 —0 5—3 go—of, 2 —22
A INTERIOR PARTITION ALL / _
A NON—ACCESSIBLE ANSI 117.1
o NEW A A ]'F— _ _ COUNTER 2009 oz59se ®�
/BATHRO M `� CHECK—IN CHECK—IN OF N
'` 55 ft2 I / D 07 08 00 A A RECEPTION
J M o Com❑ 2 0 00 02 �� 77 ft
REMOVE EX'G WINDOW. U-) O
C j
MATCH FRAMING, d- U2 —6 � A A � `n
1'-6" SHEATHING, & CEDAR A A A _ C
3 —4 SHAKE SIDING. PAINT EC ' D z DN OPENING 13'-1" —400 This drawing 18" VERTICAL GRAB BAR CL. CL. L. F g has been prepared for the
TO MATCH ADJACENT. �D 09
36" GRAB BAR FILL CAVITY WITH D I x _ indicated project and is an instrument of
03
W BAR SUPPORT CLOSED—CELL SPRAY RELOCATED N w itl service copyrighted by Mancini Architecture
PLLC. This drawing may not be copied or
BEYOND INSULATION. ELEC.PANEL F+ F+/ A —— used, in whole or in part, by any party without
18" VERT. GRAB 1'-0" D the expressed written consent of Mancini
BAR TI LT - 42 GRAB BAR W/ BAR -- EXAM 2 ti� BREAK �'G� I 04 Architecture PLLC. Infringements or any use
co SUPPORT BEYOND 3'-6" 90 ft2 ROOM q� EXAM 6 A of this drawing for any other purposes will be
42" GRAB BAR MIRROR
prosecuted to the full extend of criminal law
1%W/ BAR SUPPORT 1'-0' N 74 ft2 110 ft2 —400
BEYOND o »
7'-11" 3'-10" 8 —4 7 S-21" 2'-11" 3'-8" 5" 2'-7" 10 -1 j
J I GA lo lo 0 KEY PLAN
CL.
TOILET PAPER L�- J i B —400 —400 D UP A o y
HOLDER. < ktlD o
¢' _ I o
^o TOILET PAPER HOLDER. `Iy LC MIN CO o ——
A
1'-6" —400 _ I
= EXAM 3 OFFICE �G A —400 PROJECT LOCA110N
0 88 ft 2 75 ft 2
0
—400 E
5'-2" j 11'-7" `r
I
0 0
( � EXAM 5 PROJECT
D 120 ft2 STONY BROOK
05
EXISTING 00 SOUTHOLD
F+�s
SOILED �;I BATHROOM / -- �n 44210 CR 48, SOUTHOLD NY
I 30 ft 33 ft 11971
—0
s� O 1
Q � "� 8' " �'L 3'-6" 7'-3" A
LAV. / — 00 _ 1 u ;t 1 10
DDRAWING TITLE
APPROACH W-C- 1 o c, F _- ` ,1 (096
AREA / APPROACH A
CONSTRUCTION
/ AREA �� A EXAM 4 c OFFICE -40o G
-I 5 - 0 2 2 +, ,- I FLOOR PLAN
w ,� _ —400 94 ft 79 ft11-9"[ H 7'75"1 0
J 1 -400 I EXI TING o OFFICE
SCALE SCALE AS SHOWN
Q - ` °' 90 ft2
o � I o / F rn 46 ROOM DRAWN BY MIS
q__� � (N Ldll�
/ DRAWN FOR� CHECKED BY --
`— PROJECT# --
DATE 09/25/19
PLAN 10'-7" ol 8'-6" SHEET NO.
ACCESIBLE BATHROOM DETAILS PROPOSED FLOOR PLAN A- 1 OO
2 1 /21$ = 1t-011 1 1 /4t$ = 11_0„
-- SHEET OF
REFLECTED CEILING LEGEND: NO. REVISIONS DATE
1Q PER T.O.S. 01.02.20
NEW HI—HAT LED LIGHT FIXTURE
(XX WATTS) OR APPROVED EQUAL.
NEW 2X2 LED LIGHTING
O MAXLITE RECESSED LED PANEL
(40WATTS) OR APPROVED EQUAL.
NEW 2x2 CEILING TILES ON NEW
CEILNG GRID
EXISTING 2X4 GRID WITH NEW
T—PIECE INSERT FOR NEW 2X2
CEILING TILES
NEW 2X4 RETURN DIFFUSER
NEW FLAT PANEL 2X4 HVAC UP UP
SUPPLY DIFFUSER
UP MANCINI
0% 111 ARCHITECTURE
E EMERGENCY LIGHTING IVICONSTRUCTION
222 Middle Country Rd, Suite 314
Smithtown, NY 11787
1631-979-0104
EXIT SIGN F: 631-979-3445
11 1 info@manciniarchitecture.com
E I E
EXAM 1 A A
WA TING ROOM.
F-D Ar?
NEW A ��
BATH A A ozSIB%Ix �®
ROOM � � A � � A ®�NGS
A � A 1
A RECEP ION
A A DN + This drawing has been prepared for the
CL. CL. CL. indicated project and is an instrument of
service copyrighted by Mancini Architecture
A I PLLC. This drawing may not be copied or
_ ___ used, in whole or in part, by any party without
the expressed written consent of Mancini
EXAM 2 EXAM 6
Architecture PLLC. Infringements or any use
----i-- BREAK of this drawing for any other purposes will be
ROOM A prosecuted to the full extend of criminal law
i
CL. KEY PLAN
A -
I E � uP
2 SPO
11 +
EXAM 3 + OFFICE PROJECT LOCATION
_ - 'EXAM 5
PROJECT
STONY BROOK
SOUTHOLD
EXIST. - -N 44210 CR 48, SOUTHOLD NY
SOILED BATH
ROOM A 11971
1 DRAWING TITLE
A OFF ICE CONSTRUCTION RCP
EXISTING - -
BATHROO
EXAM 4 OFFICE - SCALE SCALE AS SHOWN
DRAWN BY MIS
DRAWN FOR --
CHECKED BY --
PROJECT# --
DATE 09/25/19
SHEET NO.
PROPOSED REFLECTED CEILING PLAN A- 1 01
1 /4)) 1 O„
-- SHEET OF
NO. REVISIONS DATE
CONSTRUCTION NOTES
1. ALL DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED
FINISH SCHEDULE DRYWALL UNLESS OTHERWISE NOTED.
2. DOOR BUCKS TO BE 4" FROM ADJACENT FINISHED CORNER
MATERIAL SYMBOL APPLICATION MANUFACTURER STYLE MODEL NO: COLOR COLOR NO: SIZE FINISH UNLESS OTHERWISE NOTED.
INCHES
3. PATCH, FILL AND REPAIR ALL SURFACES MADE IMPERFECT
BY ALTERATIONS OR REMOVAL.
FLOORING MATERIALS
4. WALL OUTLETS TO BE 18" A.F.F. UNLESS OTHERWISE
NOTED.
GENERAL AREAS
UXURY VINYL LVT UNLESS AMERICAN BILTRITE SONATA SONATA LIGHT GREY CEO-01 9"X48" -- 5. WALL SWITCHES TO BE 48" A.F.F. UNLESS OTHERWISE
TILE OTHERWISE ESTATE OAK NOTED.
SPECIFIED
6. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF
ALL OUTLETS AND SWITCHES.
BATHROOM COLORBODY 7. ALL ELECTRICAL RECEPTACLES SHALL BE FLUSH AND
CERAMIC TILE CT-2 FLOORS DALTILE FABRIQUE PORCELAIN GRIS LINEN P690 12"X24" --
WIRING SHALL BE CONCEALED IN RATED ENCLOSURES FOR
ALL CAVITIES. NO EXPOSED TUBING OR MOLDING SHALL BE
PERMITTED UNLESS OTHERWISE NOTED.
ANDUS CENTIVA 18"X36"
CARPET CPT OFFICES TARKETT INTERCHANGE 04051 STEELHEAD 36105 BRICK --
INSTALL
WALL MATERIALS
GENERAL AREAS
PAINT P-1 (UNLESS BENJAMIN MOORE -- __ DECORATOR'S CC-20 -- EGGSHELL UP UP
OTHERWISE WHITE
SPECIFIED)
UP MANCINI
ARCHITECTURE
PAINT P-2 DOOR TRIM BENJAMIN MOORE -- -- IRON GATE 1545 -- SEMI-GLOSS ----------- MUCONSTRUCTION
222 Middle Country Rd, Suite 314
Smithtown, NY 11787
T: 631-979-0104
RECEPTION FORT PIERCE
F: 631-979-3445
PAINT P-3 BENJAMIN MOORE -- -- 712 -- EGGSHELL
AREA GREENinfo@manciniarchitecture.com
7gga , Ir ( � � I ?1�11 JEXAM ,FI F187f21
FRONT OF MOMENTUM ANCESTOR VCT P-1 I _
WAITING ROOM
ALLCOVERIN WC-1 RECEPTION DES TEXTILES -- HARVEST WC WHITE R2-HA-01 -- -- 1292 ft2
- VB P-2 VCT i
IININ � VB VCT -
VB
ALLCOVERIN WC-2 BEHIND MOMENTUM PEARL'S NIGHT STEEL-TNG TC4623 -- -- 1 P-1
P_1
RECEPTION DES TEXTILES OUT P-2 -
NEW
BATHROOM I I I QZ i wC-1
55ft2 �- j .® — ® - - — — . I I ®02
1�5N �®
CERAMIC TILE CT-1 BATHROOM DALTILE FABRIQUE COLORBODY BLANC LINEN P685 12"X24" -- CT-1 I VCT P-1
WALLS PORCELAIN - - VB P-2 RECEPTION
i CT-2 _ VCT P-1
PL-2 s
77 ft
REMOVE EX'G VMNDOW. -i -I_- � � ; ; j H I I 1 VB P-2 VCT P-2 '
FIBREGLAS'S INSIDE MATCH FRAMING, CL.
SMOOTH 4 FT. X 8 SHEATHING, & CEDAR I
REINFORCED FRP JANITOR'S LOWE'S ITEM # 110598 #FSQF.32 -- -- �� JJ I1 ��-I VB P-3 I
WHITE FT. SHAKE SIDING. PAINT E VCT P-1 1 DN WC-2 1 This drawing has been prepared for the
PLASTIC CLOSET TO MATCH ADJACENT. s I indicated project and is an instrument of
`�b;1 t�,.j l l l l.l l l N I I I p J
FILL CAVITY WITH VB P-2 1 IA service copyrighted by Mancini Architecture
CLOSED-CELL SPRAY VCT h , i i _ o PLLC. This drawing may not be copied or
CEILING MATERIALS INSULATION. VB ItLEC�.hk Lir1 - I i h I t —— used, in whole or in part, by any party without
BREAK the expressed written consent of Mancini
DUNE IEGULAR ROOM Architecture PLLC. Infringements or any use
" s - PL-1 of this drawing for any other purposes will be
CEILING C-1 CEILING ARMSTRONG BEVEL 1775 WHITE WH 24 X24 X N/A p-2 a 74 ft EXAM 6 prosecuted to the full extend of criminal law
TILES BEVELED
TEGULAR VCT 110 ft2 PL-2
VB I CLQ VB
KEY PLAN
P-1 I VCT P-1
CEILING
C-2 CEILING BENJAMIN MOORE -- -- ULTRA WHITE CC-10 -- EGGSHELL I PL-1
PAP_2 I UP
�
EXISTING 0
P FLOORING TO o G�
COUNTER MATERIALS —— PL-1 REMAIN �pP�
OFFICE
�
QUARTZ SOLI 75 ft
RECEPTION PL-1 I
SURFACE QZ TRANSACTION WILSONART QUARTZ -- -- -- -- -- CPT
MATERIAL COUNTER E AM PL-1
PL-2
VB PL-2 PROJECT LOCATION
I $ l#t� - EXAM 5
MILLWORK FINISHES VCT P-1 120 ft2
VB � P-2 I VB
CASUAL -
VERTICAL HIGH PRESSURE WHITE RUSTIC P-1 VCT VCT P-1 PROJECT
LAMINATE PL-1 SURFACES WILSONART LAMINATE DRIFTWOOD 8200K-16 -- FINISH WITH P-2 VB VB P-2
AEON STONY BROOK
N I P� P-1 EXISTING
FLOORING TO SOUTHOLD
OILED I P-2 EXISTING P-2 REMAIN
HORIZONTAL HIGH IMPACTO If{2 i BATHROOM 44210 CR 48, SOUTHOLD NY
LAMINATE PL-2 SURFACES NEVAMAR LAMINATE -- GUNMETAL S-6020 T -- -- I�
VCT P-1 ALL EXISTING II 11971
FINISHES TO r PL-1
VB P-2 REMAIN
FLOOR BASE PL-2 DRAWING TITLE
FFICE
— 90 ftp
OFFICE 11cPT FINISH PLAN
VINYL BASE VB GENERAL ROPPE -- -- CHARCOAL 123 4" COVE
E I 79 ft2
PL-1 EXAM 4
PL-2 _I 94 ft2 0 TING
FLOOR TRANSITIONS P-1
vcr P-1 BATHROOM - P-2 SCALE SCALE AS SHOWN
46 ft
VINYL BETWEEN VB P-2 CT-1 - DRAWN BY MIS
REDUCER FS-1 MATERIAL -- -- -- --- -- -- -- p_1 DRAWN FOR --
PL-1 --
STRIPS TRANSITIONS P-2 � CT-2 CHECKED BY
l PL-2 PROJECT# --
DATE 09/25/19
SHEET NO.
FINISH SCHEDULE PROPOSED FINISH PLAN A-300
2 1/491
-- SHEET OF
NO. REVISIONS DATE
1Q PER T.O.S. 01.02.20
22 PER T.O.S. 01.14.20
FINISHED CEILING FINISHED CEILING FINISHED CEILING FINISHED CEILING
2'-2J" 2'-2j" 14" 14" 2'-21" 2'-2j"
PL-1 MILLWORK SOFFIT
PL-1 MILLWORK SOFFIT
PL-1 UPPER CABINETS PL-1 UPPER CABINETS PL-1 MILLWORK SOFFIT
FINISHED EDGE (TYP.) �, FINISHED EDGE (TYP.) -
PL-1 UPPER CABINETS
LOCKABLE UPPER LOCKABLE UPPER P-3 FINISH P-3 FINISH — — — -- —
OPEN TO WAITING ROOM — ''
0
° 4,-6„ 1 J„ SET BACK OUTLET
P-1 GYP. BD. P-1 GYP. BD. 01
QZ SILL TOP
-I NON—ACCESSIBLE
N '" 6" PL-2 MILLWORK BACKSPLASH i� l 6" PL-2 MILLWORK BACKSPLASHF-Z- w COUNTER PL-2 MILLWORK N
P-1 GYP. BD. FINISH
--1 tI --� I20
-' COUNTERTOP
PL-2 MILLWORK COUNTERTOP COMPLIANTo
N PL-2 MILLWORK COUNTERTOP CHECK-IN
I
Q o
PL-2 MILLWORK CO
UNTERT
OP
° :: & 6" BACKSPLASH
LOCKABLE DRAWER LOCKABLE DRAWER PL-1 MILLWORK CABINETS
INo PL-1 MILLWORK CABINETS o PL-1 MILLWORK CABINETS 04
SCHEDULED B SE N N
SCHEDULED BASE SCHEDULED BASE
N
0'_0" — 0'-0" I 0'-01, 0'-0"
FINISHED FLOOR FINISHED FLOOR 139_111
FINISHED FLOOR FINISHED FLOOR
RECEPTION ELEVATION BREAK ROOM ELEVATION 1A AN C I 11\41 I
AM ROOM ELEVATION (TYP.) EXAM ROOM ELEVATION (TYP.) SCALE: 1/2"=1'-0" D SCALE: 1/2"=1'-0"
ARCHITECTURE
RRS :: 1/2"-1'-0" [ITCALE: 1/2"-1'-0"
M U I CONSTRUCTION
222 Middle Country Rd, Suite 314
FINISHED CEILING FINISHED CEILING FINISHED CEILING FINISHED CEILING Smithtown, NY 11787
T. 631-979-0104
F: 631-979-3445
info@manciniarchitecture.com
P-1 GYP. BD. FINISH
P-1 GYP. BD. FINISH P-1 GYP. BD. FINISH P-1 GYP. BD. (FINISH
ED A,,
� X0009 j s �
ro
rn ��C-34" 1,0'-91"
PL-2 MILLWORK 0 ol PL-2 MILLWORK lo 01 49-11
PL-2 MILLWORK PL-2 MILLWORK ®F
COUNTERTOP COUNTERTOP COUNTERTOP COUNTERTOP
N (V N CV
PL-1 CABINET W/
ADJ. SHELF
i — SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE �i SCHEDULED BASE
N G N - N N
i This drawing has been prepared for the
_ > ,> , „ -_vim- -'4'_�F-- -- , R _ , "
0 -0 �-
0'-0" r- _ 0 -0 0'_O indicated project and is an instrument of
service copyrighted by Mancini Architecture
FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR PLLC. This drawing may not be copied or
used, in whole or in part, by any party without
the expressed written consent of Mancini
Architecture PLLC. Infringements or any use
of this OFFICE ELEVATION OFFICE ELEVATION [-G] OFFICE ELEVATION FFICE ELEVATION prosecuted totheofull extend ofny other criminallaw
rposes[E] lbe
E ..
SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" Hi SCALE:
KEY PLAN
SOLID SURFACE
4" 1 >; TRANSACTION COUNTER
00
91P 2,_0„ PL-2 LAMINATE COUNTER 2,_0„
P-3 GYP. B D. PROJECT LOCATION
00
00
SOLID SURFACE 4" PLYWOOD
TRANSACTION COUNTER SUBSURFACE 1 1 /2"THK. BULLNOSE PROJEC STONY BROOK
= EDGE COUNTER 00
WC-1 FINISH ON FRONT = = GYP. BD. SOUTHOLD
OF RECEPTION WALL = PARTITION BY CONTRACTOR 44210 CR 48, SOUTHOLD NY
$" GYP. BD 11971
PARTITION BY CONTRACTOR = M CO
DRAWING TITLE
2" PLY SHEATHING
N OUTLET
MILLWORK DRAWINGS
VB-1 VB-1
SCALE SCALE AS SHOWN
0'-0" 0'-0" DRAWN BY MIS
DRAWN FOR --
FINISHED FLOOR FINISHED FLOOR CHECKED BY --
PROJECT# --
DATE 09/25/19
SECTION AT RECEPTION ANSI 117. 12009 COUNTER SEICTI N ATUN-ACICESSIBLE COUNTER SHEET NO.
111] SCALE: 1 1/2"=1'-0" PJI SCALE: 1 1/2"=1'-0"
A-400
PROPOSED MILLWORK ELEVATIONS/SECTION S
:I>, /2" SHEET OF