HomeMy WebLinkAbout51840-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 51840 Date: 04/18/2025
Permission is hereby granted to:
Lawrence Burke
PO BOX 667
Southold, NY 11971
To:
construct additions and alterations and to legalize an"as built" basement stair reconfiguration to an
existing single-family dwelling as applied for. Additional certification may be required.
Premises Located at:
780 Windjammer Dr, Southold, NY 11971
SCTM#79.-4-10
Pursuant to application dated 03/10/2025 and approved by the Building Inspector.
To expire on 04/18/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $931.00
As Built Alteration $30.00
CO-RESIDENTIAL $100.00
Total $1,061.00
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
i
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021i1 Ny . outh )dtw tt a it
Date Received
APPLICATION FOR BUILDING PERMIT r
rom Office Use Only
MAR 10
PERMIT N0. ' ..w.,.... Building Ins ector�....,.�._.. .... . _ .
Applications and forms must be filled out in their entirety. Incomplete cx '✓t� a;i SOR16'lukj
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form (Page 2)shall be completed.
Date;
OWNER(S) OF PROPERTY,
. �...TM#
w Name E tl d 1SV(Ll*p 1000 7 9'........ �.�._. .._ ._�....... .....ww ... .._....._�..... m_. __ ....... .._ SC. _......._ ......_._.. ._............ ... _.....�.._ . . .........a.aa_. ._ . ..., ...._
Project Address: $O Lyjt►oSr4++ -MM PIC
�831... .. �'.g.�w..__ 9 ._..-. ...- - ,, Email:.. .. VIt_�w_..... H.. ...� qS pR t? (�......_....4
Phone#: .. ...��.._... w.�..........m. _,� fj J�,r-E o l.o�+� .�...w ��.`...�
Mailing Address: �jl�Mfc
CONTACT PERSON:.
Name: !,ca� (LO.'HrJ
Mailing Address. (�$ (,�, y►�al�! l,�--, O'.�SlSw4- D-A-i �
.. ...............-................. . ...
......................................... ___........w................ __...w........._._. .......... ... ................. ._.._._..._....................__w_..........................ww_m.....mmr_-_.......................ww.........�.._..................N........' ...............
.....
Phone#. 51¢ _q2Z Sq 7b X 13
.......... w_.w ...w.._... ._ .wu a _.. M..w__....._.__ .... ...w.,.. .. . ........ .. ... .... .M.M.... . . _..._.ww.... .. _........_ _
DESIGN PROFESSIONAL INFORMATION:
Name; pCNr•�ls 1'MELF� �,�4 .
.....
Mailing
w.Address:
.. tog _ .�•.......MA4 hJ 4-r- Cy J't£� 8.,� 1 ...N`Y I `,.
"� 1
_ .........w........................................w .... .........
...._...vw...................w .......... ............................... .,.._.__.._._._..............._............_....................... _:- _......r._,,,,,,,,,,,,..........._....w. ...w....................._.__.......ww.v. ..................
Phone#. �I� q2 Z .- Sq 7� X !I0 Email �4K-N '1'E��D'-IS'�'6�-B«� D "
o w►
CONTRACTOR INFORMATION:
Name: j7o S Fr" G Lt S%1 WI�A-rJ O — G...e.. ........_._ ... ,._.�._. __ka-.m..... .._��.._...-._..._..n_....�d...._ w._ v..�..-. wa.... ... _..._.....__. .
vt S tJ M d�tp G H STEM i't OM ES
...., ....... ww. .. ....-. _.__.._�w�ww_� �_............_.........._.._._w,,, ._-.....
Mailing Address:
S
.. .w .......... � ..
o ( �mG
Phone# m a i F'H G LS ;.t^^A-N l..¢.7.DESCRIPTION OF PROPOSED CONSTRUCTION
eration ❑Re air ❑Demolition W�� ®r Estimated Cost of Project:
E]New Structure ElAddition V��t
❑Other, —f $ gS voC) —
Will the lot be re-grad„ .... L� ...�v.� ....._ .._..M.� .w . �� __.._...._.... _M..�..... . _ ___..._p .. ..........�........... .... T�,�
es No Will excess fill be removed from remises. ❑Yes o
1
PROPERTY INFORMATION
Existing use of property: f=,-AM pW C-LA_t�Jl Intended use of property:
Zone or use district in which premises is situated: Are there any covenan
tsnd restrictions with respect to
p this property? ❑Yes IF YES, PROVIDE A COPY.
C � IC r a I m The owner/contractor/design rofessional is responsible for all drainage and storm water issues asprovided v P p g by
Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): ❑Authorized Agent MOwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF GJ�Coc�)
�1 ................. being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(q)he is the._... .. ..--.__w..........w .. _.�..w.... (Ij<,.�� K-,_,�........_.......... __. ....�......... w _ w_ ....._ _ ................__.....
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application; that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
Yda of,....._ ...A, .,.,. .............._...w_v____._._......_.�.......�w� 20..ZC_ ..._ ..,.,.. ..._..... No .
ARRA
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01LA6140880
uallfied in Suffolk County
PROPERTY OWNER AUTHORIZA' isslon Expires February 13,20
(Where the applicant is not the owner
I, .. V � fl _ fl TAB r►a.V--1L IL--
residing at 1O1Oee. �t
4,b0-1HA0 do hereby authorize to apply on
._..__... .w._ . ..... . Y �..... _. .
my behalf to tlis '°own of Southold Building Department for approval as described herein.
a � 2
caner s Signature Date
_............__......._.Print Owner's Name
................. ........... ..�_...... ._w_........
2
Building Department Application
AUTHORIZATION
(Where the Applicant is riot the Owner)
EILA tj PU residing at Wkwo T^-rAV",er-- 941—.
(Print property owner's name) (Mailing Address)
,50 04-M OL q do hereby authorize
(Agent)
-—---- to apply on my behalf to the
Southold Building Department.
_. -^ ........ z _.. ....
..........
suers
Signature) Date)
(Print Owner's Name)
Ar
Town Hall Annex » `a�,� Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959 �
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: .
Owner: � _.. 13%. f.. _ .
Location of Property: c> t ro t " -70 w. A�... _..' ' 4e`*7"'t2L4> ,
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
. . Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
Owner
__.. ..V/ Owner representative
TrussRegMdocx Effective 1/1/2015
611 DIAMETER
REFLECTIVE WHITE
REFLECTIVE RED
PANTONE #187
1/2"
STROKE
The construction type
designation shall be
661339 cc11911 A&III", cclV"Or afiV»
to indicate the construction
classification of the
structure under DESIGNATION FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
"TRUSS ""TYPE CONSTRUCTION
B K !! FLOOR FRAMING, INCLUDING
R R GIRDERS AND BEAMS
IS ROOF FRAMING
d
AA "RI' FLOOR AND ROOF FRAMING
STANDARDS AND CODES
14
,i" r a r , SCiPTbIIC C4ISNTY HEALTH DEPARTME 'T
S MAY J ��7 H. D. RSF. # 0
7 1 T4 New&ge disposal and water suRply
fit�tSlities for this locrtion have been
2, Op "� F7« Sae'pected by this department and found
-.J to Abe satisfactor
t
: .LiF3 R "7'�a PA?OEa 3 Chief of General Eng aneerin
ff—
vm
L Z7T :1
F7
A SCA,L Oa64 __�.�„
63.4
fitrm, on n 1, I
r ,.4
'4 E ANC: {:� ?. LAf,I
FA x :ns j#
X3 ti:C
.� ZI -4.
i�' hasq
LOTB
,. 94l►Xk A'�aaAtioM G� *'
FCTtC,+„:Sp4 OF TVC NFW YORK STATE
Y. UCA11 h7 UA V
t.vP NOT BCARINQ
}✓ n r 4 '.Jl l 4iR -
< " sow
- 4 Gvgi104RSp
_ "it Rl.W
'"�L1„1 I Yn -.. .i.F I:G,O M`ir. ....,. 1�4•J.7..Ard � ]tY 1 B ;. . Alvu
�"„y (�(��rn�+'�7 �y{// ee++ ;�•��,yy.�� ��''ll r� [ `` A tt�� IPllT UI lAI rvs - 71 "�F:R'A91E
,.MIA.IN �,1:7NS UA 5JdUE4141:K
W `
k _V1Pat PN, i
;
{ s ��,^.5 ' U,C"' RONt4
ols .Ar.
VA�..: ��� �F b�I�IW• 1 �
A#.r..P"t, 1"
ANCHOR LNB u
5
d
7
R 5 D N C4—,
N 640 05' 10" W 130.0'
.D ,R 73
L
N A N N .� 'R
° � I
5 0 0 'D 1 7
e o 0
5 : 7q
e L :
0
I I
10
i
EGRESS
�� b23.331 NNDON
27,50' o �� 15 83'
12.001
PROPOSED PART � AL
GARAGE CONVERSUN 35.0' PROPOSED
FUSHED
50.00, o CELLAR
z
NINDON
TV
LT►
a
so � o
� I
o
�-S 640 05' 10" E 63.24'
0 PLOT PLAN
-- ------------ --
SCALE:I" = 20'
5EGTION: THIS IS AN ARCHITECTURAL SITE PLAN
BASED ON INFORMATION SHOWN ON A
BLOCK: 4 SURVEY PERFORMED BY RODERICK VAN TUYL
DATED: 2-16-110
LOT: 10
AREA: -25,057.07 5f
ZONE: !!
ENERGY NOTE:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL
JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN
COMPLIANCE WITH CHAPTER II OF THE 2020 NEW YORK STATE
RESIDENTIAL CODE (2020 NYSRC) AND R103.2 OF THE
INTERNATIONAL ENERGY CONSERVATION CODE
REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIFALITY AMENDMENTS: SHEET TITLE CONSTRUCTION DOCUMENTS
# DATE: BY: # DATE: BY: # DATE: BY: #101-
" a
M.
I I �' 0�. �, a ➢aa Iln �° PROJECT NAME BURKE RESIDENCE
DMA PIC
2 22
3 3 780 WINDJAMMER DR.-50UTHOLD,NY-I1171
4 4 4
h=} OYSTER BAY DRAFT I NCB SHEET NO.
5 5 � db AND ARCHITECTURE, P.G. DATE: 2
amni
5 i p Vo '`id3 f°a �d ..,,:.- . ,r<� 5GALE: AS NOTED OF
68 NEST MAIN STREET OYSTER BAY, N.Y. 11771
°°+`�v (516) q22-5ci76 (FAX) ci22-6255 BY: M.M. I��'
WEB: WWW.OY5TERBAYDRAFTIN6.GOM EMAIL: ARCHITECT®OYSTERBAYDRAFTIN6.GOM JOB NO: 2�J'015 Q�
27'-6" I I'-4" 23'-4"
NEW I-HR FIRE RATED 71-11" 71-II"
5/"min THICKNESS TYPEY'
GWB MATERIAL ON THE
WALLS t CEILING
THROUGHOUT THE
MECHANICAL ROOM;
ALLOW NO OPENINGS A
271-611 WHERE WALLS ADJOIN 2 15.
THE FDN.
CWIrrEG
(2)2XI2°
GAPS B/N NEW WALL
4 PC WALL HAVE TO EXIST. co
GAPS B/N NEW WALL BE SEALED WITH 10'-4" UNEXCAVATED
FIRE PROOF SPRAY PC. SLAB ON GRADE
PC WALL HAVE TO _ _
14-4'
BE SEALED WITH FOAM NEW I I 7r-EX. COLUMN
FIRE PROOF SPRAY I I ECt-f• OO� 6XI0 EXIST_BEAM _�/COLU N COVER
FOAM - -
I) LAYER 5/8" GN3 TYPE-X ON
N WALLS AND CEI ING OF G R GE
I'-011y 3'-0" 1 Lo
dGFl I
-
REF. S.S. S.S.
(2)2XI2 NEW SLEEPERS @ 16 0. . BAR ARE' EW 5 5' NEW
IXDN -
12 IN NI IX.UP ®SD FINISHED CELLAR - OFFICE
3 z z 12 R MD REC R00�1 0 Tm
(7'-8" CLG. HGT.)
❑ I NEW
SD '' I I (7-8 CLG. HGT.)
%' FIRE RATED RMD 5'-10' T� ART ROOM
; 5HEETROCK UP d N NEW (LINE OF NEW I m
2 R MUD RM. ISTEPS ABOVE � - 2' 2'
4-IA.
2-10 NEW SLEEPERS @ 16" 0 C �� _ NEW 3 1/2"STEEL LALLY COLUMN
II I y I OVER EX. PC. SLAB NEW 3 Y LUMNS TO W/COLUMN COVER —'�
ENCH TO ALIGN F.F.W/EX.HOUSE
COLUMN BE REMOVED TO BEAR ON 24"X24"XI2"DEEP PC =
�, FNDN.TO BEAR ON UNDISTURBED SOIL
EXIST. COLUMN
-®—_ W_ IOX54 NEW BEAM -
1 �- o
74
EW
`r EXIST. 7 '9 M ATH
N GARAGE EXIST. 23'-0° -3" �� )150 CFM
5/a' FIRE RATED UNEXCAVATED -
(� O
SNEETROCK z = PC. SLAB ON GRADE 2a'4" a'-7"
_ 2'-6" NEW 2x4 WD STUDS @ 16"
N
EXPOSED 51DE W/ R-15
2 2 �OC W/ 1/2' GWB ON
CL• ': SN. BATT N INSULATION B/N
1
JOISTS; TYP.
I I
0
NEW i NEW
.IN CL.I GYM
(7'-8" CLG. HGT.) _
1
I
X M C1 EXIST. EXIST. to— —
I I
CN
6'-0" I 19'-7"
L - - - -I n
(2)2XI2'
VERIF.
REPLACE
EXIST.WIND.
A
2
28'-4" 28'-4" 21'-8" 28'-0"
or
731-0"
oPARTIAL FIRST FLOOR PLAN
CELLAR/FORNDATION PLAN
SCALE:1/4" = 1'-0"
REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRANIN65: MUNICIPALITY AMENDMENTS: 'SDAq� SHEET TITLE CONSTRUCTION DOCUMENTS
# DATE: BY: # :;)ATE: BY: # DATE: BY: '✓ a� T IlU
I I I . 1s �• a 1/j° PROJECT NAME
2 2 2 � cr �,� �,� �' ,�� BURKE RESIDENCE
3 s 3 K �` e �� I80 WINDJAMMER DR.-50UTHOLD,NY-IIg71
t
4 4 q "' v • • SHEET NO.
OYSTER BAY' Dfi� Tl NCB
ANID ARCHITECTURE, F.G. DATE: 2-I4-25
5 WEST MAIN STREET OYSTER BAY, N.Y. 117-71 SCALE: A5 NOTED OF
6
6 6 6 OF +° Pia (51(o) a22-5'�176 (FAX) C122-6255 BY: M.M. n�
WEB: WWW.OYSTERBAYDRAFTIN6.00M EMAIL: ARCHITECT®OYSTERBAYDRAFTING.GOM IJOE3 NO: 25015 Q�
EXIST.
UNEXCAVATED 141-41l
NEW PC. SLAB ON GRADE
MECH. ROOM 6XIO EXIST. BEAM Eg——
11 01 31-011 III-oil Ln
S.S. S.S.
REF.1
3
I I I BAR AREA
31 X UP
12 -up NEW
12 R
RMD OFFICE
7
5D � NEW
RMD 5'-10: ART ROOM
UP EW
2 R
21 �1
RM
FINISHED CELLAR
p m . . 4
L — LL LIVING ROOM
CV I
BENCH
-&'I CLG. HGT.)(7' CL.
2
EXIST. 0 CF
EXIST.
GARAGE UNEXCAVATED
NEW
Cl-/ PC. SLAB ON GRADE (I
ATk
CL.
o
qp
NEW NEW
KIN C Gym
V
IUD
co
D.V.
lql-711
L — — — — -J
OCEL�IAF-'�Ll �11TININ PLAN 5CALE:1/4" V-0"
281-411
4" VTR
ROOF
NOTE: NUMBrEP, OF OUTLETS 4 LIGHTING mxTuREs 4 THE ip,
.7
r--\PARTIAL FIRST FLOOR LPfTINIK-PLAN - - - - - rz-I NEW LAUNDRY RESPECTIVE LOCATION5 15 SUBJECT TO 0HAN6 DEPENDING ON
OWNERS REQUIREMENTS CONTRACTOR TO COOPD.
5CALE:1/4" V-0"
Nlz
1
1112 1112 LIGHTING FIXTURE LEGEND
In I
ASH FIXTURE TYPE SYMBOL l DESCRIPTION
A CEILING RECESSED I.C. (INSULATED CEILING) 100W
>< CO + INCANDESCENT RAIL LIGHT FIXTURE TB5 BY
Lu 0— 1 15t FLOOR OWNER, WHITE TRIM U.O.N BY OWNER
NEW BAR AREA NEW ART RM. 1 1 112 65D SMOKE DETECTOR
1 112
WOOD POST 11 112 11 112 1 R-MD CARBON MONOXIDE DETECTOR
SPECIFICATIONS: F-5-1 q <Dd MOTION SENSOR ACTIVATED U.L. EXTERIOR RATED WET LOCATION 100w
WIDTH: 61" (AT WIDEST POINT OF WALL ATTACHMENT) M I I INCANDESCENT SPOT LIGHTING, PAR 35 LAMP. T135 BY OWNER
DEPTH: 37.5" (FROM EXTERIOR WALL TO STEPLADDER) 4 Y2`0 THRU BOLTS I I-,f I
EGRESS WINDOW WELLS SQUARE FOOTAGE: 12.4q 50. FT. UK
r) 2 CELLAR
jT4—O DHAIN ELECTRICAL FIXTURE LEGEND
)U5
0 5 To HOUSE 0I`SPECIFICATIONS: 56w MODULAR wELL
"600 POLYCARBONATE DOME COVER 2 Y4 11 0 FIXTURE TYPE SYMBOL DESCRIPTION
THRU BOLTS
DUPLEX IIOV RECEPTACLE
WIDTI-1:61" (AT WIDEST POINT OF WALL ATTACHMENT) q?
NEW 3 Y2`0
DEPTH: 37.51' (FROM EXTERIOR HALL TO STEPLADDER) LALLY COLUMN $ LIGHT SWITCH
TOTAL
G.
M HEIG_
SQUARE FOOTAGE:12.Aq 50. FT'PERSPECTIVE
SECTIONS 24"x24`xl2"d PC FOOTING
M12.""
(3000 psi MIN.); (3)#5 GFI GROUND FAULT PROTECTED OUTLET
PERSPECTIVE VIEW
1. TOP VIEW REBAR5 @ 12"'O.'C. IN 2 Y4`0 SCALE:NTS
5 1 76 7/r WELL EA. DIRECTION THRU BOLTS
61. DIMENSIONS
56'
J
if
SPECIFICATIONS:
ITEM 0560()Oqlb 7\WEIGHT: 16 LBS WINDOW EGRESS
DIMENSIONS PATH
>
FOR USE WHEN WINDOW EXTENDS ABOVE GRADE TOP VIEW FRONT VIEW Y8'10 ANCHOR BOLTS
WITH WALL MIN, 5,1/2" EMBEDMENT
WINDOW SET IN ACRYLIC TIE ADHESIVE
(WELL COVER
STEEL LALLY COLUMN CONNECTORS
6" TOPSOIL LALLY COLUMN CAPS AND BASES TO BE ENGINEERED
TO RE515T AN UPLIFT OF WX Ib5 PER CONNECTION
WINDOW TH15 DETAIL 15 THEREFORE SUBJECT TO CHANGE
\-EGFESS WINDOW WELLS 5600 SIC PEWELL DE I L
SECTION VIEW
SCALE: 112" = V-011 REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS 70 FINAL DRAWINGS: MUNICIPALITY AMENDMFEN75: IIE D A�o SHEET TITLE CONSTRUCTION DOCUMENT5
# DATE: BY: # DATE: I BY: # DATE:
FRCJF-rT NA 5UR<E I50U
2 2RESSINDON HELL COVERS 150 NINDJAWER OF,. TH0L0,NY-llqll
5GOO POL�'CARE301,�ATE DONE COVER SCALE:1/21' I'-011 SHEET No.
0'rSTER 5A*� DRAFT 41 1 -41 1 .41 1 AND ARCHITECTURE, P.O. DATE: 2-14-25 pl_
50ALE: AS NOTED OP
685 WEST MAIN STREET OYSTER BAY, N.Y. 11-7-71
(516) c[22-5cl-76 (FAX) c122-6255 BY: M.M.
NEB: NM.0Y5TERE)AYPRAFTlN&.00M EMAIL: ARCHITECT@OYSTERBAYDRAFTIN&.rOM 1,J05 NO: 25015 1
CLIMATIC Ilt GEOGRAPHIC DESIGN CRITERIA
FOUNDATION WALL
/I GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR FREEZING MEAN WIND DESIGN
I" AIR SPACE SNOW LOAD DESIGN FROST LINE DESIGN UNDERLAYMENTWARDS INDEX ANNUAL SPEED MPH
j/ VAPOR BARRIER CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED TEMP (MPH)
TOPGRAPNICAL SPECIAL WIND WIND-BOURNE EFFECTS REGION DEBRIS ZONE
--
n u u MODERATE
2 X WD STUDS @ 16 O.C. 30 Ibs/slt B SEVERE 3' To YES FEMA ( 1500 45'F 125 mph YES NO i MI. C.M.H.W.L.
W/ R-15 BATT INSULATION HEAVY NFIP
EXIST. 112" GYP. BOARD
ISt.FLOOR
EXTERIOR WALL
SCALE: N.T.S.
FX.2 X 10" FA @ 16" O.C. - EX.2 X 10" F.J @ 16" O.C. GRADE 4 7�a1/
- - - - -
6XI0 EXIST. BEAM ARTIFICIAL LIGHT CALCULATIONS ARTIFICIAL VENT CALCULATIONS
COMBINED OPEN COMBINED OPEN
EXIST.BEAf'1 - NEW 2x4 WD STUDS @ 16"
LOCATION.......................... . LOCATION..................................................
W IOX54 NEW BEAM
NEW x 2"X 411 DBL. TOP PLATE .18 SPACES SPACES
FINISHED CELLAR oc W/ I/2 GWB ON AREA (SF)........................ 1,220.18 SF AREA (5F)........................ 1,220.18 SF
NEWYM _ EXPOSED 51DE W/ R-15 �■ LIGHT REQUIRED (8%)....... 97.614 SF ........ 8.00% VENT REQUIRED (4%)........ 48.807 SF ...................... 4.00%
III OFFICE BATT INSULATION B/N 2"X 4" WD STUDS @ 16" O.C.
EX. PC. FND . - JOISTS; TYP. W� 112" GWB ON EACH SIDE ROOM ARTIFICIAL ILLUMINATION COMPLIANCE REQUIREMENTS ARTIFICIAL VENTILATION COMPLIANCE REQUIREMENTS
COMPLY W/SECTION R303.1.1 LIGHT, VENTILATION AND HEATING OF THE COMPLY WITH SECTION R303.1.1 LIGHT, VENTILATION AND HEATING OF
RE5IDENTIAL CODE OF NY5: DUE TO THE SQUARE FOOTAGE OF THE RESIDENTIAL CODE OF NYS: DUE TO THE SQUARE FOOTAGE OF
NEW 'GLAZED AREA' NOT COMPLYING WITH SECTION R303 OF THE NEW YORK 'OPERABLE GLAZED AREA' NOT COMPLYING WITH SECTION R303 OF THE
FLOORING F.F. STATE RESIDENTIAL CODE NEW YORK STATE RESIDENTIAL CODE, IT 15 NOTED THAT THE EXISTING
(STYLE AS PER OWNER) ACQ 2"X 411 SOLE PLATE AMINIMUM OF 6 FOOTCANDLE5 30' ABOVE THE FINISHED FLOOR. DWELLING HAS EXISTING CENTRAL HVAC/MECHANICAL VENTILATION
SYSTEM CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15
Q F Q FLOOR FINISHING LOCATION.......................... RECREATION AREA CUBIC FEET PER MINUTE(cfm) (7.08 Us)PER OCCUPANT.
SIR I IRE REST 5TANT WALL DETAIL AREA (SF)..................... 1220.18000 SF
0 LOCATION.......................... RECREATION AREA
�< NUMBER OF FIXTURES....... 15 AREA (5F)........................1220.180000 SQUARE FEET
/� SCALE:3" _ 1'-0` FIXTURE WATTAGE............ 60 WATT5
CROSS S EUI ON A Q\ PROVIDE (2) LAYER V-1 1. PC SLAB LUMENS PER FIXTURE....... 840 LUMENS CEILING HEIGHT................. 7.66 LINEAR FEET
GWB TYPE-X FOR TWO (2) HR ROOM VOLUME................. 9346.5788 CUBIC FEET
EX.4" THICK POURED- SCALE:1/4" = 1'-0" RATED FIRE-RESISTANCE ON LUMENS REQUIRED 7321.0800 LUMENS 00
CONCRETE SLAB WALLS, STAIR STRINGERS 4 ]� WALL
(AREA)X(6 FOOTCANDLES) REQUIRED AIR CHANGES PER HOUR.... ...... 3271,302580 CIF
CEILING OF ENTIRE CELLAR nI NT PARTITION WALL DETAIL LUMENS PROVIDED 12600.0000 LUMEN5 (VOLUME OF ROOM) X 0.35 CHANGES PER HOUR
STAIR ENTRANCE - - - - - - - - -----
SCALE: N.T.5. (FIXTURES)X (LUMENS PER FIXTURE) REQUIRED AIR CHANGES PER MINUTE. ...... 54.521710 CIF
GENERAL NI NDON NOTE5; CF AIR CHANGES PER HOUR /60 MINUTES
PROPOSED REQUIRED
12600 LUMENS > 7321.0800 LUMENS
- ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER OK ARTIFICIAL LIGHT COMPLIES
00 REQUIRED VENTILATION FOR SPACE.... ••••• 54.521710 CIF
DESIGN CRITERIA TABLE LOCATED ON D=SIGN STANDARDS SHEET. GENERAL CONTRACTOR NOTE5: PROVIDE ONE (1)50 CFM FAN FOR ARTIFICIAL VENT COMPLIANCE -OR
GENERAL ELECTRICAL NOTES: GENERAL FLUMB I NG NOTES: PROVIDE SPECS FOR CENTRAL AIR FOR COMPLIANCY
- ALL PROPOSED WINDOlNS TO BE ANDERSEN "400" SERIES, MIN IS" FROM FINISHED - VERIFY ALL PITCH ANGLES PRIOR COMMENCEMENT OF WORK, ANY
FLOOR TO TOP OF SILL/ BOTTOM EDGE U.O.N. - WIRING METHODS SHALL BE IN ACCORDANCE WITH SECTION
DISCREPANCY WITH ANGLES, CONTRACTOR MUST PROVIDE THE CORRECT E3801 OF THE 2020 NYS RESIDENTIAL GORE ALLOWABLE - SHOWERS AND SHOWER/TUB COMBINATIONS
.
ANGLE IN ORDER TO MATCH ELEVATIONS. VERIFY ALL FIELD CONDITIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF G�N�R�4L L I G�TI NG NOTES:
- ALL UPLIFT CONNECTORS t NAILING SHALL BE IN ACCORDANCE W/ THESE PLANS, ALL APPLICATIONS FOR WIRING METHODS SHALL BE IN
LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. PRIOR TO CONSTRUCTION. ACCORDANCE WITH TABLE E5801.4 OF THE 2020 NYS THE PRESSURE BALANCE, THE THERMOSTATIC GNRL BATH NOTE:
RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT MIXING OR THE COMBINATION PRESSURE
- ALL NEW/PROPOSED EXTERIOR WINDOWS AND GLASS DOORS DESIGNED TO RESIST
- ALL CONNECTION DETAILS DESIGNED FOR REQUIREMENTS FOR WIRING METHODS SHALL BE IN
WORST CASE SCENARIO; BALANCE/THERMOSTATIC MIXING VALVE TYPES CONTRACTOR TO COORDINATE ALL LIGHTING REQUIREMENTS - CAP/RE-ROUTE PLUMBING LINES AS
WIND LOADS SPECIFIED IN 2020 NYS RESIDENTIAL FIGURES R301.2(5)A 8 RB01.2(5)B CONTRACTOR SHALL ALERT ARCHITECT IF SUBSTITUTIONS ARE INTENDED ACCORDANCE WITH TABLE E3802.1 OF THE 2020 NY5 WITH HIGH LIMIT STOPS WITH OWNER. PROVIDE ARTIFICIAL ILLUMINATION SOURCES REQ'D FOR NEW FIXTURES/ FIXTURE
AND ADJUSTED FOR HEIGHT AND EXPOSURE AS PER TABLE R301.2.1.3. ALL UNITS (ALL CHANGES MUST MEET THE 2015 WFCM MANUAL RESIDENTIAL CODE (MIN. AV(5. ILLUMINATION: 6FG) WITH WALL SWITCHES IN ALL LOCATIONS AS SHOWN.
TESTED AND APPROVED BY INDEPENDENT LABORATORY AND HAVE LABELS POSTED - ALL POTABLE WATER OPENINGS AND OUTLETS HALLWAYS, BATHROOMS, WALK-IN CLOSETS, 8 CELLAR
- ALL MICORLAM'S (ML) ARE BOISE VERSA-LAM 2,500 P51 $ 1.75" WIDTH SHALL BE PROTECTED BY AN AIR GAP, 5PAGE5. REFER TO "ELECTRICAL NOTES" SECTION ON SHEET
FOR REVIEW IDENTIFYING-� THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND - EACH NEW APPLIANCE FOR KITCHEN � LAUNDRY AREAS - PROVIDE GFI OUTLETS) IN
APPROVED INSPECTION AGENCY To INDICATE COMPLIANCE WITH REQUIREMENTS OF (UNLESS NOTED OTHERWISE) SHALL HAVE A DEDICATED CIRCUIT, MIN 20 AMP CAPACITY ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS LOCATIONS AS SHOWN (TO BE
AAMA/NWW TYPE VACUUM OR HOSE CONNECTION BACK FLOWDA 101/I/S/2 (VOLTAGE AS PER MFR'S REQUIREMENTS AS PER SECTION. VERIFIED BY OWNER). COORDINATE
- CONTRACTOR TO FIELD VERIFY EXISTING LOAD-BEARING/ STRUCTURAL ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN PREVENTER -ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE CEILING RECESSED LIGHTING, WALL
CONDITIONS/ JOIST DIRECTIONS UPON START OF "LIGHT" WORK (REMOVAL AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT MOUNTED VANITY LIGHTING $ CEILING
- ALL OPERABLE WINDOY'�5 HAYING SILLS LESS THAN 24 ABOVE THE FINISHED FLOOR LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2)AND GREATER THAN '72" ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON OF WALL FINISHES/ 5U55TRATES); ALERT ARCHITECT OF ANY DEDICATED 20 AMP CIRCUITS AS PER E5cIOI.3 OF THE 2020 - SEPARATE SHUTOFF VALVES WILL BE PROVIDED CONFORMANCE TO THE NATIONAL ELECTRICAL GORE, EXHAUST VENT REQUIREMENTS W/
THE BUILDING'S EXTERIOR: SHALL BE FITTED WITH "FALL PREVENTION DEVICES" (HAVING DISCREPANCIES BETWEEN APPROVED PLANS 4 EXIST. CONDITIONS NY5 RESIDENTIAL CODE. FOR EACH BATHROOM AND KITCHEN GOVERNING MUNICIPALITY AND NFPA 72. OWNER (ALL FIXTURES SHALL BE U.L.
OPENINGS THAT DO NOT .ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH THE IMMEDIATELY LISTED $ 5UITABLE FOR BATHROOM
OPENINGS WHERE THE OPENING IS IN ITS LARGEST OPEN POSITION) THAT COMPLY WITH - PROVIDE ARC-FAULT GIRGUIT-INTERUPTER PROTECTION FOR - DRAIN, WASTE AND PENT PIPING AND FITTING - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, LOCATIONS).
ASTM F 20g0 AS PER SECTION R312.2 OF THE 2020 NY5 RESIDENTIAL GODS. - PROVIDE VALLEY FLASHING � ALL VALLEYS; PROVIDE STEPPED ALL NEW CIRCUITS AS PER SECTION E3a02 OF THE 2020 NYS MATERIALS SHALL COMPLY WITH TABLE P3002.1(I), ALL WIRING FOR NEW SWITCHES, FIXTURES, AND RE-GIRGUITING
FLASHING @ ALL WALL/ SLOPE ROOF INTERSECTIONS; GOR-A-VENT RESIDENTIAL GODS. TABLE P3002.1(2) 4 TABLE PB002.3 OF THE 2020 NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF _ PROVIDE GEMENTITUOUS
- ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALL5 (1/2" PLYWD FLASHING AS REQ'd NY5 RESIDENTIAL GORE. EXISTING FIXTURES AND LABELING of CIRCUIT BREAKERS TO "WONDERBOARD" TILE BACKERBOARD
INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT
SHEATHING, W/ 8D COMMON NAILS o6"00 EDGE 4 12"00 FIELD AS SPECIFIED IN - ALL FASTENERS/ CONNECTORS USED IN CONNECTION W/ ACQ WD. SHALL - PROVIDE MIN. ONE (1) WALL SWITCH CONTROLLED LIGHTING - THE ENTIRE PLUMBING SYSTEM SHALL BE COMPLETION OF WORK. OR 1/2" "GREENBOARD" GWB;
SECTION 5.4.4.2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR -TESTED IN ACCORDANCE WITH F2505 OF THE 2020 CONTINGENT UPON OWNER FINAL FINISH
BE SIMPSON "ZMAX" RATED
CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE LOCATIONS, GARAGE DOOR LOCATION 4 AS ADDITIONALLY NY5 RESIDENTIAL CODE. - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION REQUIREMENTS, COORD. W/ OWNER.
- CONTRACTOR TO COORDINATE FINAL LEADER/ GUTTER REQUIREMENTS �
CONSIDERED SHEAR WALLS 4 ARE IN EXGE55 OF THAT REQUIRED BY THE CODE. ALL NOTED PER SECTION E4001 OF THE 2020 NY5 RESIDENTIAL AND QUANTITY OF LIGHTING FIXTURES AND SWITCHES PRIOR TO
REQUIRED SHEAR WALL 5EGMENT5 SHALL BE A MINIMUM OF 25" WIDE FOR 8'-0" HIGH LOCATIONS CODE. - ALL HEATING VENTILATING AND AIR CONDITION PROVIDING BID ON PROJECT. - ALL NEW FINISHES, SURFACES,
WALLS, 31„ FOR cl-O HIGH, 35 FOR 10--0" HIGH, 4 Be," FOR 1I -O„ HIGH EXTERIOR WALLS ACCESSORI ES4 REQ'T5 TO BE
AS PER THE REQUIRED ASPECT RATION OF 5HEARWALL SEGMENTS. SYSTEMS AND WORK MUST BE INSTALLED IN
- ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE - CONTRACTOR MUST VERIFY WITH HIS LICENSED ELEGTRIGIAN COORDINATED BETWEEN CONTRACTOR
- CONTINUOUS GUTTERS 4 LEADER SYSTEM W/ SPLASH BLOCKS TO BE THERMOSTAT 15 PROVIDED FOR EACH SEPARATE HEATING 4 ACCORDANCE WITH CHAPTERS 13-24 OF THE 2015 4 OWNER.
COORDINATED BETWEEN CONTRACTOR 4 OWNER I.R.G. AND PER ALL LOCAL RULES, REGULATIONS IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR
- AS PER 2020 NYS RESIDENTIAL GORE, SECTION R308: COOLING SYSTEM AS PER THE REQUIREMENTS NOTED FOR AND SPECIFICATIONS PER THE LATEST EDITION OF THIS PROJECT PRIOR TO SUBMITTING A BID.
ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (FACING "WET SURFACES'; IN COMPLIANCE WITH SECTION N1103.1 OF THE 2020 NYS - ALL BATHROOM CEILING EXHAUST
GUARDS 4 RAILS; ADJACENT TO STAIRS/ RAMPS; - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW ROOF RIDGES RESIDENTIAL CCDE. THE NATIONAL FIRE CODE. VENTS 4 KITCHEN RANGE HOOD TO BE
- CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS,
ADJACENT TO THE BOTTOM STAIR LANDING; FRONT DOOR SIDELIGHTS) SHALL BE - ALL MECHANICAL SYSTEMS. EQUIPMENT, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE VENTED THRU TO EXTERIOR WALL W/ 4"
- PROVIDE ICE 4 WATER SHIELD FROM FASCIA 4 WITHIN 2' HORIZ. - CONTRACTOR TO COORDINATE ALL LIGHTING
PROVIDED WITH MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE � PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT VIA. GALVANIZED DUCTWORK (OR
THICKNESS OF GLASS 4 'THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, DISTANCE FROM THE INTERIOR 51DE OF THE EXT. WALL; TYP. FOR ALL NEW REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL APPLIANCES ETC MUST BE LISTED AND LABELED
, ALL TO COMPLY WITH SECTION Ra05.1.2 OF THE 2020 NYS AND INSTALLED AS PER THE MANUFACTURERS OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO SIZED AS OTHERWISE SPECIFIED IN
WHICHROOFS
15 VISIBLE IN THE FINAL INSTALLATION. LABELS SHALL BE ACID ETCHED, ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH COMMENCEMENT OF WORK 4 BIDDING MANUFACTURER'S SPECIFICATIONS),
RESIDENTIAL CODE. WALL SWITGHE5 IN ALL HALLWAYS, BATHROOMS, WALK-IN SPECIFICATIONS, LISTING/LABEL AND THE CODE
SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH PER MI303 OF THE 2020 NY5 RESIDENTIAL GORE ALL JOINTS SEALED/WRAPPED W/ FOIL
ONCE APPLIED CANNOT 13E REMOVED WITHOUT BEING DESTROYED. NO AFFIDAVIT CLOSETS, $ CELLAR 5PAGE5. REFER TO ELECTRICAL NOTES . TAPE. PROVIDE 4" DUCT HOOD W/
LETTERS WILL BE ACCEPTED. - ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS $ AT SECTION ON SHEET - THE MAXIMUM WATER CONSUMPTION FLOW RATES DAMPER; SECURE TO DUCT WORK W/
EVERY WALL STUD N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS AND QUANTITIES FOR ALL PLUMBING FIXTURES AND SMOKE ALARM 4 CARBON MONOXIDE SEALANT 4 AS PER MFR'S
ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (MASTER BATH SHOWER; FRONT SPECIFICATIONS.
DOOR SIDELIGHTS) SHALL BE PROVIDED WITH MANUFACTURER'S OR INSTALLER'S - FIELD OUT ENDS, NOTCHES 4 DRILL HOLES THROUGH - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH ALARM NOTES:
AND LOCATION ,+ALLOWED FOR IT, AND SHALL BE IN STRICT TABLE P2701.1 OF THE 2020 NYS RESIDENTIAL (PER SECTIONS R31�4 4 R315 OF THE 2020
LABEL, DESIGNATING THE TYPE t THICKNESS OF 6LA55 $ THE SAFETY GLAZING PRESERVED-TREATED WOOD SHALL BE TREATED IN THE FIELD IN CODE. - CONTRACTOR TO PROVIDE NEW
STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. ACCORDANCE WITH AWPA UI (50TN R 517YS RESIDENTIAL CODE) GREENBOARD/ OR CEMENT BOARD
LABELS SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK,OR GOVERNING MUNICIPALITY AND NFPA 72. AROUND BATHTUB/ SHOWER WALL AS
2020 NYS RESIDENTIAL GORE re PROTECTION AGAINST DECAY - THE WATER SUPPLY FOR DISHWASHERS SHALL
SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING BE PROTECTED BY AN AIR GAP OR INTEGRAL - SMOKE ALARMS AS SHOWN ON THESE PLANS SHALL PER R307.2 OF THE 2020 NY5
DESTROYED. NO AFFIDAVIT LETTERS WILL BE ACCEPTED FOR HAZARDOUS GLAZING AS - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, BACK FLOW PREYENTER AS PER SECTION P2102 ALL WIRING FOR NEW SWITGHE5, FIXTURES, AND RE-GIRGUITING BE INTERWIRED/ INTERCONNECTED BETWEEN THE RESIDENTIAL CODE
PER SECTION R508 OF THE 2020 NY5 RESIDENTIAL CODE. - OWNER SHALL COORDINATE THE USE OF A PROFESSIONAL TERMITE OF THE 2020 NYS RESIDENTIAL CODE. BASEMENT, 15T FLOOR 4 2ND FLOOR IN SUCH A MANNER
BAITING SYSTEM", PROPERLY LABELED 4 INSTALLED/ MAINTAINED NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE - ALL PROPOSED PLUMBING WORK
ACCORDING TO SUCH LABELING; SEE R515 OF THE 2020 NY5 RESIDENTIAL OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS - THE DISCHARGE OF CLOTHES WASHING ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE THE 5HALL UPHOLD THE PROTECTION OF
CODE re PROTECTION AGAINST SUBTERRANEAN TERMITES TO INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT MACHINES SHALL BE THROUGH AN AIR BREAK AS ALARM SHALL BE CLEARLY AUDIBLE IN ALL THE POTABLE WATER SUPPLY AS PER
ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON COMPLETION OF WORK. PER P2718.1 OF THE 2020 NY5 RESIDENTIAL CODE. BEDROOMS OVER BACKGROUND NOISE LEVELS W/ ALL 1`2a02.1 THROUGH 172clO2.6.1 OF THE
DE51GN STANDARDS SHEET. INTERVENING DOORS CLOSED. ONE CENTRALIZED 2020 NY5 RESIDENTIAL CODE.;
2. - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2' PLYWD SHEATHING, IN 8D COMMON NAILS @6'ac EDGE - CONTRACTOR 5HALL VERIFY WITH THE OWNER, LOCATION - PROVIDE NONABSORBENT SURFACES FOR TUB ALARM HORN FOR ALL SMOKE DETECTORS 15 PROVIDE "BACKFLOW PREVENTOR"
4 12"oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION FOUNDATION REQUIREMENTS: AND QUANTITY OF LIGHTING FIXTURES AND 5WITGHE5 AND SHOWER AS PER R307.2 OF THE 2020 NY5 REQUIRED. WITH INTERMEDIATE ATMOSPHERIC
MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS 5HALL BE CONSIDERED 5HEARWALLS 4 ARE IN EXCESS OF THAT VENT.
REQUIRED BY THE CODE. ALL REQUIRED 5HEARWALL SEGMENTS SHALL BE A MINIMUM OF 28" WIDE FOR B'-O' HIGH WALLS, 31' -ALL SPECIFIED P.G. FOUNDATIONS PRIOR TO PROVIDING BID ON PROJECT. RESIDENTIAL GODS. - CARBON MONOXIDE ALARMS AS SHOWN ON THESE
FOR 9'-0" HIGH, 35' FOR 10'-0" NIGH, 4 38' FOR 11'-0' HIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF COMPLY W/ 2015 I.R.G. GORE R404.1.1 - CONTRACTOR RUST VERIFY WITH H15 LICENSED - SPACING BETWEEN BATHROOM FIXTURES TO PLANS SHALL BE INTERWIRED/ INTERCONNECTED PER FIGURE R307.1 OF THE 2020 NY5
5HEARWALL SEGMENTS. AND R405 ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS
3. - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. COMPLY WITH FIGURE R307.I OF THE 2020 NY5 BETWEEN THE BASEMENT, IST FLOOR 2ND FLOOR IN RESIDENTIAL GORE, MIN
EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. -ALL SPECIFIED P.G. FOOTING COMPLY
RESIDENTIAL GORE. SUCH A MANNER THAT THE ACTUATION OF ONE ALARM 24"CLEARANCE REQUIRED IN FRONT O
4. - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNY5. ALL W/ 2015 I.R.G. CODE R403.I - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, WILL WILL ACTIVATE ALL OF THE ALARMS IN THE SHOWER oPENI
NEW FIREPLACES ARE TO BE PROVIDED W/ ASH DUMPS 4 FRESH AIR INTAKES. INDIVDUAL UNIT. MIN IS REQUUIRED BETWEEN
SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE
5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS,
NO RETAINING SCREEN REQUIRED, PROVIDE (3) I"� VENT HOLES CENTER-LINE OF WATER CLOSET
AROUND SKYLIGHT. - FOUNDATION WALL TO EXCEED 4" PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT (TOILET) AND ADJ. WALLS OR OTHER
6. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E 19g6 4 IBM AS ABOVE ADJACENT FINISHED GRADE AS OF LOCATIONS 1= NOT SHOWN ON PLANS, PRIOR TO
PER R4o4.1.6 OF THE 2015 I.R.G. COMMENCEMENT OF WORK � BIDDING FIXTURES, $ MIN 21" CLEARANCE REQ'D
MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RE515TANCE IN IIOMPH WIND ZONES, CONTRACTOR IN FROM OF WATER CL05ET (TOILET).
TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE
ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE
PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 8'-0" (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND
A MIN OF 6' BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: �,�;;+ ; D q ,C, SHEET TITLE CONSTRUCTION DOCUMENTS
# DATE: BY: DATE: BY: # DATE: BY:# '�t5' ,� a a
CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION, 4 SHALL BE , Iln
ACCOMPANIED BY ENOUGH 2-1/2" #8 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12'oc AROUND I 1 I g '` �' 1 �' �2° PROJECT NAME
BURKE RESIDENCE
PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS VIBRATION-RESISTANT ANCHORS SHALL BE U5ED(MIN 4901bs 2 2
780 WINDJAMMER DR.-50UTHOLD,N(-I III I
WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE 3 3 3 d
F 0`I'STER 13A)' DRAr-TI NG SHEET NO.
HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF NIGH WINDS. 4 4 4 �'�''�'
7. - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36' 4 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ R315.2, 4 5 5 5 d da AND ARCHITECTURE, P.G. DATE: 2-I4-25 a
NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4' 0 SPHERE UNLESS IT 15 THE " 4 is d° ''`° °'� 50AL.E: AS NOTED OF
68 WEST MAIN STREET OYSTER BAY, N.Y. 117-11
TRIANGULAR OPENING FORMED BY THE: RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6" IN m MAY NOT PASS THROUGH. �' 6 6 �d 11+° 011` (516) q22-5LI (FAX) q22-6235 BY: M.M. n�
7 1 -7 1 7 LL
WEB: WINW0Y5TERBAYDRAFTIN6.G0M EMAIL: ARCHITECT®OY5TERBAYDRAFTING.COM JOB NO: 25O S Q�
�,: ..
GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND"LANDSCAPING
I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR SHALL.'TROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING
SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FINI5HED..GRADING.AND RESftt IC, OF THE LAWN AS DIRECTED BY THE OWNER.
COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL AL50 DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL"SHALL NCT:::BI ..PLACED::AfiAINST FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH AND UNTIL THE WALLS
2- THE CONTRACTOR SHALL INSPECT THE S TE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO H15 WORK. ARE PI�C�F'.i RI..Y. BkACEDTT :AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING.
CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL AL50 DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE 3-•GRATJf 1`,ATE-OUf-D.. LL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTIN GRADES.
CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. G G E .
:...._" " •;: '.4- ALL 'SITE Df-I-�1-:.k..LUDING TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING, LANDSCAPING, ETC. SHALL BE PROVIDED BY OTHERS
.... ..
HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION '.%%7.::{JNLESS Si?fCIFIEp HEREIN.
3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRAC f'::QR Af YSUB-CONTRACTORS NOR:::; ......'*::CONTRACTOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW
OR THE CONTRACTOR AND SUB CONTRACTOF'.S. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE..C.O.NTRACTDR'-.`-5-IALL%NOT EXTEND TO T4E. .. C-013S, CURB::�UT5 AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 4 2020 NYSRC.
4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE """"
PROJECT WHICH MAY REQUIRE ADDITIONAL I1EASURES TO BE TAKEN ON THE PART OF THE CONTRACTOR SUB-CONTRACTORS OR THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES. DOt)B:ATJD WINDOW NO-ES:
2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAS CONTROL OR CHARGE".3F CON5%Mit.-`PION MEAXf.,.:5EQUENCE5;-'':DR `7 _
ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INCLUDING THE :. • I A- NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDER50N OR APPROVED EQUAL - FURNISHED WITH
AGENCIES, INCLUDINGU NO LIMITED 0 SURVEYING, I EXTERMINATION, IN PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SNAL :;.)3E RESPONS1:BLf FG�R ADEQUATfL •.BRACING AN:I.:;..• INSECT SCREENS GRIL_S JAMB EXTENSIONS TRIM ETC. WITH 5/8" INSULATED GLASS UNLESS OTHERWISE AGREED T0.
ADDITIONAL SERVICES OF ANY OUTSIDE B T T L TED T S RVEY G, PILES, EXTER TIO BOR G5 , , ,
UNDERPINNING SITE DRAINAGE ADDITIONAL CONSULTATIONS SITE VISITS CERTIFICATION LETTERS AMENDMENTS AS BUILT DRAWINGS ETC. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE COLLAR In;::...... RTIO.'. AND MISALIGNC1ENT ACCORDING Ta'-%7.%'; 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED..
APPLICABLE CODES. :•:: :•:::•.
3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR--LIDDING AND/OR THE"�NEG-OTIATION AND ADMIN� N. TfGN'..OF THE 3- ALL WINDOWS DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F.) SHALL BE ORDERED WITH TEMPERED GLASS.
EXISTING 51TE CONDITIONS
CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WTHIN A MILE OF THE COAST LINE, ALL WINDOWS t DOORS SHALL BE ORDERED WITH LAMINATED GLASS.
4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS;:.ANp/OR"OBSERVATION OF THE CONSTRUG}IQN. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECTS WINDOW ✓k DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS.
I- ALL EXISTING EQUIPMENT UTILITIES, STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT IF THERE ARE ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO
AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. 5 NO REQUEST FROM ANY PARTY FOR INFORMATION REGAR17ff�1G:::GNASSIFICATION AMPLIFICATION OR fXf'LANATION OF 7Hf':T3RAWINGS OR
NOTATION, OR REQUEST FOR PERMISSION TO VARY:-OR DEVIATE 'FI�QI`J:.THE REQUIREMENTS OF THESE DRARlZ'':::.OR"NOTATIONS, WILL BE COMMENCEMENT OF ANY WORK.
2- THE CONTRACTOR SHALL DETERMINE ANC/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS THEY ARC"SET FORTH IN'&fr }TING AND ADDRESSED TO THE:"DWNFR: :f : t#E OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS.
PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.AI Cfl:ITE:CT WILL WITH REASONABLE PRONPT.M-55 CONSIDER 'THE'MAT-TER AND RESPOND IN ROOFING:
AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRANSMITTAE TO•T4-'--.PARTY CONCERNED. THE AI�BNJTECtiREPRE5. DOES;NQT, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM
3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT •• ••••
THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR ANY RESPONSIBILITY WITH REGARD TO fHE ABbiiE:::PJENTIONED TYPES OF INQUIR... .... . :::ABOVE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER
DRAINAGE SYSTEM,
O C ION AN 'S C U S
DR GE
ANY OTHER CONDITIONS. TEMPORARY PR TE T D 'T�..T RE .
NO SCALE WINS W I N DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS ACTUAL I- THE CONTRACTOR SNAL{:::f.RESPONSIBLE FOR TEMPORARY ELECTRIC ""W...:... TOIL":*": .ACILITIES FENCING BARRICADES SECURITY AND
3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED.
4 DO T LE DRAWINGS. R TTf D E E T V PER T L 0!... , .-T.R," E.... . ..
..@ " 4- ALL WORK SHALL BEAR A WRITTEN ONE I YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S
FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON'-::I�E.FWEENf-THE--'-JNER AND THE CON7-AC.10R. UP.±N:.COMPL--TION OF WORK, THE CONTRACTOR SHALL BROOM
BROUGHT TO THE ARCHITECT S/REPRES. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFEG'TED'-':AREAS ANfl::CART QI�JA�:':ALL DEBRIS.
• ACCEPTANCE ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE.
5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICI DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE 2- THE CONTRACTOR'.SHALL CONf2 fi..ALL WORK TO PRECLUDE THE EEEECI"S OFF'-WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF.
CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRACTOR::SHAK:L..ASSUME•"A{ ::RESPON51%ITY AND EXPENSE Or%:T:E PORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS 6- FOR ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SHINGLE5(UNLE55 OTHERWISE NOTED) OVER 15U FELT , I LAYER OF
SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE,TQ:;RE PROV.tBED BETWEEN WORK AREAS AND THE REST OF THE BUILDING. UNpfRLAYMENT REQUIRED WHEN ROOF PITCH 15 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL
ARISING THERE FROM. 3.- EACFt;>✓.flNTRAC7�::.SHALL.:Bf RESPONSIBLE FOR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER, AND LAP JOINTS AS PER 2020 NYSRC. AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD
6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS" " ::f£ T, WIND OR OTHER:::t}NFORE5EEN,.�Df>f-fC-01,TIES THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HI5 CONTRACT. UNDERLAYMENT WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF
UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. I�f-TI E.EVENT OF ANY::'SUSPENSIOWOF W6ft-:..KXiM CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT NIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE
7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE DAF1A •:.OR LOSS. ANY WORK OR MATERIALS THAT.:.
NAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND SIX PER STRIP SHINGLE
. ......... ......... ......... .
CONSIDERED FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION LACP:::::::.::SUB=Cf�NT{�ACTQR TO S4:.PROTECT NIS WORK OR 7 LA7 ERIAL5 SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT
OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. ::-A THE':�7NTRACTOR SHA-L_L-::CONDUCT ALL WORK }N:'SUCH A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS.
... ..
8- CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR THIS PRQ LT '' JACENT STRUCTURES, E�t`I:IPra�r'>♦-T. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII I50
..... ..
PRIOR TO SUBMITTING A BID. OR REPLACE SAID DAMAGED ITEM5:'f-.-FN - SATISFACTION OF THE OWNER, AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA.
q- CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FQR:;THE P 0JECT. BEAR ANY-"AND:•:ALL COSTS-::A550CIATE'D� WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION, MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP 50 AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE
.....
..
CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MISC.- %%ANE0U5 RELATED ITEMS. 2020 NYSRC..
_-. 5- TN'F:t' NT7.RAC�flI :;SHALL::E3RACE SHORE REINFORCE AND/OR UNDERPIN ALL STRUCTURES INCLUDING NEIGHBORING STRUCTURES AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED.
.......
CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP REQUIRE fl:::fR SAF :::Qk'ERATION. II- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE
I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS AND OTHER CONTRACTS.:.....* NAL:L"PROVIDE'`EV.... POSSIBLE 6- THE COt4T:RACTOR::.h TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SHORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT HIPS RIDGES, VALLEYS CHANGES OF ROOF SLOPE GABLE ENDS AND TOP OF FOUND. WALLS.
COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL CLETE A COMPRIENSIVE INSTALLATIOtt::fl�::-HEADERS FOR NEW OPENINGS, THE PROPER AND SAFE EXECUTION OF THIS WORK 15 THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING
SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNER`�INf:_A-CCEPTABLE FORMAT- .,.:FOR CONTRACTOR... IN FLAT ROOF AREAS.
REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF, SUCH AS 13- ALL INTERIOR LEASERS ARE TO HAVE I/2" FOAM SOUND INSULATION OVER PVC PIPING.
2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTIONS TO NORIA :::OWNER.::::::::.. SCAFFOLDS STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER
OPERATIONS.
PROTECTIONS, ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE SYSTEM.
3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF HIS WORK THAT MAY BE 'REQU PED TO"0-fl?LETE-'-'-"-'-'-'-'-ACCORDANCE: WITH THE REQUIREMENTS OF ALL NEW PORK STATE CODES AND ALL OTHER LAWS, RULES, OR ORDINANCES OF ALL FINISH WORK NOTES:
GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION.
THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR b-T--.`F�'�AVATfNG, CUTTIt+fN:j: QR: I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS
OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND NO CONTRACTOR SHALL DO SO WITWUT .PROR..WRitTTEN--.CONSEIJT OF 8- THE CONTRACTOR SHALL PROVIDE, ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE, OBTAINING ALL NECESSARY PERMITS, INSPECTIONS
AND APPROVALS AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER UNLESS OTHERWISE PER OWNER.
THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RSPONSIE3. ::;TNEREFQE. 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD.
4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES .IIAtiC P• INSERTS Bi31:S-..•ANC�fORS ETC. TO STIPULATED BY THE OWNER.
..: .. + I ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER)
BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS::CO 1 rS;:A{'PROPRIATE"COtTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED.
SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES T�}I. ITS k.......TNESE ITEMS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING.
PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, SO AS NOT'TO:'DELAY THE PRf�R. . OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2020 NYSRC. FOR IMPACT RESISTANCES.
ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF F`>�?C3R5 AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION.
... ...............
SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE SO A5 10 MAINTAIN THFfR•;#�R4P£{.:.:LOCATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL NIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE PRIMED AND READY FOR
OF CONCRETE AND REMOVAL OF FORMWORK. '" : ::.. PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER.
5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF::THE VARIOUS ITEMS:5ET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE CABINETRY EXTERIOR PAINTING COUNTER TOPS, AND KITCHEN
AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, POSS}al: .RE5UBM15510NI AND::FQR-%APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY.
.: .:.........:..::.... ..
THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF THE PR(93E'CF:::::::*. RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLA55 AND LIGHTING FIXTURES DESIGNATED 8- CARPETING SHALL 8E FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT
6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME..TO BE DEFECTIV:::SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR.
INSPECTION. THE INSPECTION OF THE WORK IS INTENDED' ...,A-D THE CONTRz T 12 IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS.
ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH. --- MALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF HIS q- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND II- WATERPROOF ALL BATHROOM FLOOR AND PROVIDE COVE BASE AS PER 2020 NYSRC.
CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR COI�STRUGfh TO COM.-h-Y WITH 2O20 NYSRC..
7- ALL NEW MATERIALS AND INSTALLATIONS SHALL•5F-.::k{� ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR 15 REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS ENCLORES Ai�(3f�3fl- SNOWE�� AND TUBS SHALL BE IN COMPLIANCE WITH THE 2020 NYSRC.
GOVERNING CODE REQUIREMENTS. ::::.::::::;.."_ REQUIRED TO BE SHUTDOWN. .
8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN TP :DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONRY WTV5:::;;::.-•- ........
WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. I;PROVIDE-:.WEEPNf7L£5:::�:-:2'-O" O.C.
...•••.....
WHICH ARE SHOWN GENERALLY, OR FOR REA50NABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES TO-% "REMAIN. UPON ::::;�::::.PROVIDE"GALVANIZED WAIL TIES TO ANCHOR BRICK.
MATERIAL, METHODS AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CONSTRUCTfQf.:::JR A C1-EAN, ORDERLY CONDITION..:. W.OWALL "REINFORCED @ 16" O.C. VERTICALLY.
CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (CET,`ETC.) TO BE PROVIDED. ''"":::.. q;` P {JSION JOINTS 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS.
q- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER-T'Rf�TKTION'��A9:6HALL MAKE ALL REP.A:i2S" :
MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. ELECTP�i AE.:NOTES:
10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK::�O REMAIN.."':"::::IDEBR15*"'i�fD•'RUBBISN•:SHAE:L NOT'--BE:: I. ALL ELECTRICAL WORT: SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE
%•• : ::` :`.:; NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITY AND NFPA 72.
Il- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. " " "
INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT A ;{N5T DAM9E DURING:G?E}'*lQLITION"OPERATIONS.'':::;*,-2. PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS.
3. CONTRACTOR IS TO VERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO
CODE COMPLIANCE EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS . :.'.' .'.. SUBMITTING A BID ON THE PROJECT.
I- ALL CONTRACTORS AND SUB-CONTRACTOR5 SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2020 NYSRC. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE 51TE AND SAVE FOR REDISTRIBUTION. THE C(�NT*.�ACTOP SHALL 4. CONTRACTOR SHALL NSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING
"' IN WALLS PRIOR TO SHEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED
CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS THEN REMOVE ALL EXCESS EARTH FROM THE SITE. AND INCLUDE THE F(LLOWIN
2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY:*Wt �k"���•A.f-. .5 OF ALL BELOW GRADE UTILITIES`'.--W. R AND SEWAGE LINES G
EQUIPMENT, APPLICATIONS / INSTALLATIONS THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTION FILING PROCEDURES AND ......�`1. {" :. :FE. A) ALL WIRING FOR SEW SWITCHES, OUTLETS, FIXTURES, RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING
GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS, SEPTIC SYSTEMS, AND ANY OTHER FACIL•IT45.' FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE.
..::.:_. :::. :.:
ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BEARING MATERIAP.l.v.7IALL BE RECLO ED AND FOOT ILNGS.CARRfi 1D TO THE BOTTOM OF B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK.
NOTES AND SPECIFICATIONS SHOWN HEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THIS OFFICE SUCH EXCAVATION. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF, ANY DISCREPANCIES WHICH MAY ARI5E 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SOkL HAV�iJ ::A.MINIMUM BEARING CAPAChT{-:QF TWO "(.2.)„TONS PER•:SQUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES BUT NOT INCLUDING CRAWL SPACES
..
BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCH ITECT'S/REPRES./REPRES. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY AI4}.SHALL:'A UME FULL RESPONSIBILITY' F 11 ..SAME::: -TRACTOR TO NOTIFY THE ARCHITECT AND UNINABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE
THE COMMENCEMENT OF WORK IN QUESTION. OF ANY SOIL VARIATION OR CON DI`TfdN::ADVER5ELY AFFECT`:I%fs:ASSUMED"BEARiN6..CAPA�I:F-.:%PRIOR'TI{ THE POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL
2- EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY 5- IN THE EVENT THAT THE- 1-TRACTOR DISCOVERS CLAT"'SILT .Q.R--.::Q.THER" }k..: :,THE'O.P. .TFACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS I5 PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE
CONSERVATION CODE FEDERAL O.S.H.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE ACCORDANCE WITH THE O_ WNER��+::Ct�NTRAfTO ::.AGREEMENT TO VEFIF'(:`T:kE PRE5U}�fk•D MINIMUff BEARING CAPACITY. INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA, AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES
" ....""'' "'` AND EQUIPMENT", FIREPLACES, OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE
TO HI5 PORTION OF THE WORK. 6- ALL EXTERIOR FOOT GirS.SHAD::�:E:.A MINCI�fJa-- F 3'-O" BELOW GRA-D:E::;:f NLE55 NOTED OTHERWISE IN PLANS.
3- NO NOTE OR DETAIL OR LACK THEREOF `SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL
CONCRETE ✓t FOUI�ATION NOTES: BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE
ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFORIJ.REOJ1R: p:::ALf1 RATIONS Ta'�"EXISTINGONCRETE. NEW WORK MT-[ tLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS 15 PROHIBITED.
PERMITS, INSPECTIONS AND APPROVALS SHALL MAT:C1*::::EXISTf�Iu:::-:JOINTS:::BETWEEN NEW AND%EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION AND QUANTITY OF LIGHTING FIXTURES, SWITCHES, OUTLETS, ETC. PRIOR TO PROVIDING BID
I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL AS:.: JUIREI) ::' .. ON PROJECT. I- II
OBTAIN BUILDING MI FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. 2-••F�3TlNGS:`AT DIFFERENT:LEVELS SHAEt:`I3f.`s.T PED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q 0 IN LENGTH.
BT B LD G PERMIT FR G , 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 0-O" FROM THE ENTRANCE TO THAT ROOM.
2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR-::•%-'.- EXCEES:::A'?'-SLOPE OF ONEVERTICAL TO TWO HORIZQNT�AL OR DEPENDENT UPON LOCAL GOVERNING% CODES, WHICHEVER 15 PREVALENT.
WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. ::S=:.CONC`I : E..FOUNDATIONS SHALL BE POURED CON-T'NVf�6LY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. q. PROVIDE A MINIMUM of ONE G.F.C.I. OUTLET WITHIN 3'-0" OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED.
`•:H0RlZONTA-L'::j0JNT5 ARE NOT::TERMITTED. 10. CONTRACTOR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR TH15 PROJECT PRIOR. TO
3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL SUBMITTING A BID.
INSTRUCTIONS OF THE OWNER OR NIS/HER A ESISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS..:;`:::: -.-.-.co4NTRACTOR SHALL VERIF:X:3fE{ENSIDNS AND LOCATIONS OF SLOTS PIPE SLEEVES INSERTS ANCHOR BOLTS ELECTRIC CONDUITS ETC.
- 11. CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, SUB PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST
CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR .AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL':AL:SO HAVE`A::::'.*.'. AS REQUIRED FOR TRADES BE. :f?.I AC{NG CONCRETE.
:::.-• •• ALSO NOTIFY THE ARCNTECT OF LOCATIONS IF NOT SHOWN ON PLANS PRIOR TO COMMENCEMENT OF WORK BIDDING.
COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY A5:SOON A5•':: 055IBLE""''`:::::::::..5- A CONCRETI�::.B,.00K FOUNDATION. VTAL:U:5FIALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES.
.. ..
BUT NOT LATER THAN 24 HOURS. ""'
6= FOR CRAWL SPACES, BA5EM.ENTS ANU CELLARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF IS" FOR MASONRY
:...........
NOTES:
4- THE CONTRACTOR SHALL AT ALL TIMES, PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACILITIES:FOR FfI ::.fNSPECTfQf 1:::..:: WALLS'AN6:'*7' FOR.%7.}RFD CONCRETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND
FIREPLACE TE
OF ALL PARTS OF THE WORK. "' 6" FROM ENFI:CQNDITION�.:AND'SPACED THEREAFTER A MAX. 48" O.C. FOR SINGLE STORY STRUCTURES AND 3'-O" O.C. FOR TWO STORY I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.5D OF N.Y. STATE ECCC WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN
„ CLOSED POSITION
5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREMENTS::tN::..AN COP"�PICUOU5':PfL-ACE-. STRUCTURE5'At�"23 0` FOR THREE STORY STRUCTURES, NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2, FIREPLACE UNIT SNAL L BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED).
GREATER THAN '7..... L BE CONSIDERED THREE STORIES. 3. FIREPLACE TO BE "SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED.
PAYMENTS TO THE CONTRACTOR 7- FOR SLABS OfE,RADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS q FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS.
"" """ - SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF 18". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX. ONE FOOT FROM 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR W540 OR EQUAL).
5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY:.... ER OR 12 T:��SES OF COP.NER5 AND 6" FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. 6. CHIMNEY OUTLETS SI-ALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-0" OR LE55 THAN 2'-O" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN
ANY LIENS ARISING OUT OF HI5 CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMEfiT. :::':.....Z PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 101-011.
6- THE CONTRACTOR SHALL AL50 FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR.-L-A �R, MO-,!?{th' .-•"•:::' UMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED.
AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OR HIS PROPERTY•:ilIGHT IN�-ANY Wi�Y:::B:E. q- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTES:
RESPONSIBLE HAVE BEEN PAID OR OTNERWI`.�E SATISFIED. A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,500 P.S.I. STONE CONCRETE. 1. ALL PLUMBING WORK 5NALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES.
INSURANCE AND WARRANTIES B) SLAB ON GROUND: Ft = 2,500 P.S.I. CONCRETE. 2. NOT WATER HEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F.
I- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY 1N51fPED BY THE "STATE OF::NEW YORK C) SUPERSTRUCTURE, SLAB: F'C = 3,500 P.S.I. CONCRETE. 3. PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS.
HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN TNI5 BID PACKAGE IN THE AMOUNCS AN1�: ERIODS SATISFAi TORY TO THE D)3500 P.S.I.,MIN.COMPRESSIVE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE.
OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY,. CON-TRACTIfA�:;;PERSONAL INJURY, E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK.
AUTOMOBILE LIABILITY MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBfTIT CERTIFICATE OF......RANCE MAY CAUSE YOUR 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. BELOW GROUND WASTE LINES SHALL BE X.H.C.I. PIPING.
.......... 7. POTABLE LINES SNAL_ BE TYPE V' COPPER.
BID TO BE
I U L •%
.77
8. THE PLUMBING CONTFACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY 51TE CONDITIONS t REQUIREMENTS
." "" PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK.
q. SANITARY DISPOSAL 3Y5TEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE
OWNERS SURVEYOR SNAL BE RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR 5HEET TITLE CONSTRUCTION DOCUMENTS
::.:::..
APPROVALS. L�AFC
.".:•::.,.:•:.'::.. 10. WATER MAIN MUST EE 7'-O" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-O" DEEP.12. IN BEARING WALLS OR PARTITIONS, NO a '�:�`, �' Ilu
"`: .:::.: STUD 15 TO BE CUT M02E THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. ;� �" �, 1 4 �° PROJECT NAME BURKE RESIDENCE
" . � _ d ��r T50 WINDJAMMER DR.-SOUTHOLD,NY-I III I
> . OYSTER BAT' DRAFT I N67 SHE V.r NO.
' , da AND ARCHITECTURE P.G. DATE: 2-I4-25
�s, - i� ., � �d ''`s'� v"a"'� � 68 WEST M?�IN STREET OYSTER BAY, SCALE: AS NOTED OF
........
d �, N.Y. 117�1 a,-. M.M. n
(516) q22-5�i�6 (1=AX) q22-6235
WEB: WWW.OY5TERBAYDRAFTIN6.COM EMAIL: ARCHITECT®OY5TERBAYDRAFTIN6.COM JOB NO: 25015 0il