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FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No Z-23262 Date OCTOBER 4, 1994
THIS CERTIFIES that the building NEW DWELLING
Location of Property 1410 KIMBERLY LANE SOUTHOLD, NEW YORK
House No. Street _ Hamlet
County Tax Map No. 1000 Section 70 Block 13 Lot 20.11
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 13, 1993 pursuant to which
Building Permit No. 21561-Z dated JULY 27, 1993
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 ONE FAMILY DWELLING WITH ATTACHED GARAGE, DECK & BALCONY
AS APPLIED FOR.
The certificate is issued to ANTOINETTE LoCASCIO
(owner)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-93-SO-56-JULY 28, 1994
UNDERWRITERS CERTIFICATE NO. N-324932 - AUGUST 25, 1994
PLUMBERS CERTIFICATION DATED AUG. 2, 1994 - JAMES AMBROSIO
Building Inspec
Rev. 1/81
FORM NO.3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
Date.. 0--V 19 X~.
N2 21561 Z
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Permission Is hereby granted to:
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at premises located at....e~p....../
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County Tax Map No. 1000 Section 20 Block Lot No. ....,ter A.,.4~.........
pursuant to application dated .....7/:n~~ 19... and approved by the
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Building Inspector.
t Fee 5...`~l.v.,!••
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4uiding Inspector
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Rev. 6/30/80
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s 0 V o r_j Form No. 6 ~~51 ?d
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s, 'TOWN OF SOUTHOLD
7 1994 BUILDING DEPARTMENT
TOWN HALL
6LDG.DEP7 765-1802
TOWN OF S UTHOLD
APPLICATION FOR CERTIFICATE OF OCCUPANCY
A. This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: for new building or new use:
1. Final survey of property with accurate location of all buildings, property lines,
streets, and unusual natural or topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains
less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings
and installations, a certificate of Code Compliance from architect or engineer
responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B.. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and
!'pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and
unusual natural or topographic features.
2. A properly completed application and a 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 $25.00, Additions to dwelling $25.00,
Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,
Additions to accessory building $25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Buildine - $100.00
3. Copy of Certificate of Occupancy - $20.00
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date ' ~ ~.(~®2. 7""./99V .
New Construction.,.?.. Old yOr Pre-existing Building
Location of Property /Y,'/,~~ llvkf4 , • • / ~?~i • • • • • . • ,-~jy
House No. 7 Street Hamlet
Onwer or Owners of Property.f/'/v_7'D`&C/,7V?„ LQ d • . • • • • , .
County Tax Map No 1000, Section. .4170t4P,.Block..h.~,00..... Lot
Subdivision//7//. ~mw. ' ./1y ;rjv- .,6-n •X ,Filed Map............ Lot....... • • . • . • .
Permit No. Date of Permit ................Applicant.............................
Health Dept. Approval ..........................Underwriters Approval.........................
Planning Board Approval
Request for: Temporary Ceertificate........... Final Certicate...........
Fee Submitted: „
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APPLICANT s;~
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FOUNDATIO'I (1st) C f
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FOUNDATION (2nd)
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ROUGH FRA14E & - 6AL Y-
PLUMBING
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3.
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INSULATION PER N. Y. j
STATE ENERGY
CODE
4.
FINAL
C' v v ate. ~ Q
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ADDITIONAL C MENTS: cn
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Town Hall, 53095 Main Road Fax (516) 765-1823
P. O. Box 1179 F Telephone (516) 765-1802
Southold, New York 11971 ~d ? ; f
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Cc! "
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD_ _
C E R T I F I C A T I O N
DATE: d 7/
Building Permit No. 5
Owner: AiV1)a442T2 4C;2>
(please print)
Plumber: 9P //1 /!lS%CJ- - - - -
(please pi t)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead. J%
lumbers Signature)
Sworn to before me this
day of 197/
Notary Public, County
NOi W4
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I'It11S7 I. FS ~~S\1FF0(~ SUPICR\'ISf )R
Jnhn M. ISicdcmcN,cr. III. Pwe idclll
ti Gy SCUT"1' I.. I I \RRIS
Allicil .I. KmIiNki. Jr., Vice Ptesidenl i o ~ r1
l lcnll 1'. Smith y z litwn I hil
Inhn B. 'fulhill O w it 51095 Main Road
William G. Albertson ,y~O aO~' I{ti, P.U. Box 1 179
li'Icphnne (SI(r) 765-1892 r t ru0 Snulhold. New Yolk 11971
Pax (516) 70-1521 ItO \RI) OF I OWN TRUSTEES
I1tP,'rirll tit111'IIIOI I)
June 24, 1993
Antoinette LoCascio
1410 Kimberly Lane
Southold, NY 11971
RE: SCTM #1000-70-13-20.L1_
Dear Mrs. LoCascio:
As per plan submitted, the purposed construction of a one-family
dwelling is out of the Trustees jurisdiction. The proposed
construction is beyond '75' from the waters edge and there is a
road and other structures between this lol and the water.
This office recognizes that the lot in question and the vicinity
were last altered in the 1960s when Goose Creek dredge spoil was
placed on this area.
If you need further assistance, please do not hesitate to
contact this office.
e ruly
John M. Bredemeyer, III ,1"0
President, Board of TrusLeCs
JMB:jmd
cc: Bldg. Dept.
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CrZL~c- is`~o 'u ~j cz~~• l~L oSC Ti~~ ~roee -rc i3 - ze. l/ s~Q
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TRUSTEES SQFF0j/
John M. Bredemeyer, III, President ~ SCOTT L. }IARp~0 CD SUPERVISOR
HARRIS
Albert J. Krrpski, Jr., Viet Presider( GZ~ RI5
Hemy R Smith Town Hall
Joltn B. Tuthill p 53095 Main Road
William G. Albertson P.O. Box 1179
Telephone (516) 765-1892 Sorthold, New York 11971
Fax (516) 765-1823 BOARD OF TOWN TRUSTEES
TOWN OF SOITTHOLD
June 30, 1993
Antoinette LoCascio
1410 Kimberly Lane
Southold, NY 11971
RE: SCTM #1000-70-13-20.11
Dear Mrs. LoCascio:
I have reviewed the file on the above referenced property and
concur with the June 24, 1993 letter of this office.
I am personally familiar with the property and the near by
bulkhead. The bulkhead existed as a functional bulkhead greater
than 100' in length in 1963 and has been maintained as a
functional structure since then.
If I can be of further assistance, please do not hesitate to
contact this office.
Sincere ,
P. Smith
Member, Board of Trustees
HPS:jmd
M
STEVEN L. MARESCA
CONSULTING ENGINEER
188-07 WEST MONTAUK HIGHWAY • HAMPTON BAYS, NY 11946 • (516) 728-9480 • FAX (516) 728-9484
August 25, 1993
"sV~ ar:
Chesterfield Associates
P.O. Box 1229 <>TN !,1~
5 South Country Road
ci`
Westhampton Beach, NY 11978
j`
Attn: Brad Allen
- - -Re: Pi!e Certif!c tisn
Locascio Residence
Kimberly lane, Southold
House & Deck
Dear Mr. Allen:
This letter is to certify that I am a Professional Engineer and have
reviewed the timber pile foundation for the project as referenced.
The timber piling have been driven to a final grade in accordance with
Code requirements. Building piling have been driven to elev. -10.0 m.s.l, and
deck piling to elev. -5.0 at a minimum. Timber piling (southern yellow pine)
have been treated in accordance with A.W.P.A. C-1 Marine Foundation 1.0
CCAC requirements. Building piling have a rated capacity of 15 ton and
deck piling 10. ton at a minimum.
Timber girders and braces were not used on this project. A concrete
grade beam will form the main foundation wall and building support.
This review was intended to check the method and materials for pile
installation and pile capacity. We have not checked for foundation location,
elevation, nor design adequacy. Please advise if any additional information
will be required.
i remain,
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pF NEyy
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1993_:;
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M-1802
BUILDING DEPT.
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
[ J FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
F
~ REMARKS: Or dieg-
r
E
DATE ' 16- ~ INSPECTOIt'I
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[vTIFRAMING [ ] FINAL
REMARKS:
DATE L INSPECTOR
7W-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[L -UNDATION 2ND [ ] INSULATION
,
t [ 7 FRAMING [ ] FINAL
f
REMARKS:
DATE 117 ZO INSPECTOR /
i
Ile
M-1802
BUILDING DEPT.
INSPECTION
( ) FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND INS TION
[ ] FRAMING [ INAL
REMARKS:
/z-7 v-2
loeM
DATE 1/944?1INSIDE
i
M-1802
BUILDING DEPT.
INSPECTI N
[ ] FOUNDATION 1ST ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
REMARKS: 7"
I,
DATE O INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ) FOUNDATION 2ND [ ] INSULATION
k [ ]FRAMING FINAL
REMARKS:
,
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DATE INSPECTO
y
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ I ROUGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING FINAL
REMARKS: 1Y
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t
DATE INSPECTOR
HE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 2
1001381 w1 BUREAU OF ELECTRICITY
F 85 JOHN STREET, NEW YORK, NEW YORK 10038 .
Date AUGUST 25,1994 Application No. on file 82959293/93 N 324932
THIS CERTIFIES THAT
only the electrical equipment as described below and introduced by the applicant named on the above application number in thepremises of
ROSS LOCASCIO, KIMBERLY LANE, SOUTHOLD, N.Y.
Ist Fl. ®End Ft. .Section Block Lot
in thefollowinA location; C Basement ® GAR/ATTIC/OUT
was examined on AUGUST 18 , 1994 andfound to be in compliance with the Nalional Electrical Code.
FIXTURE ECEPTACIES SWITCHES FIXTURES RANGES COOKING DECKS QYENS DISHWASHERS EXHAUST FANS
OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. R W. AMT. K W MIT KM AMt K.W. AMT H P.
I I
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS
W. K. W. OIL H. P. GAS H. P. AMT. NO. A. W. a AMT AMP. AMT. AMPS TRANS. AMT N. P. SYSTEMS Nqi WATiB
NO. OF FEET
SERVICE DISCONNECT NO.OF S E R V I C E
AMT. pMP, rypE METER •1 % 3W 1 ,e 3W 3 e 3W 3,p IW NO OF CC. COND. A W. G. NO Of HI-MG A. W. G No. OF NEUTRAl3 A. W.G.
EOUIP. PERd OF CC. COND OF NI-LEG OF NEViRAL
`f OTHER APPARATUS:
II``
I
JODY PUMILLO LIC.#2300E
PAT LANE
{ MATTITUCK, NY, 11952 GENERAL MANAGER
_.t .
i Per.
•
This certificate must not be altered in any manner; return to the office of the Board if incorrect, Inspectors may be identified by their credentials,
M1
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.
$rHE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1~,
1001381 BUREAU OF ELECTRICITY
F 85 JOHN STREET, NEW YORK. NEW YORK 10038
Date AUGUST 25,1994 Application No. on file 82959293/93 N 324932
THIS CERTIFIES THAT
only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of
ROSS LOCASCIO, KIMBERLY LANE~y, SOUTHOL~D, N.Y.
in thefollowing location; F1 Basement E Iat Fl. 91 2nd Ft. GAR/ATTIC/OUT 3eetion Block Lot
was examined on AUGUST 18 , 1994 and found to be in compliance with the National Electrical Code.
FIXTURE ~JJ FIXTURES RANGES OOKING PECKS OVENS DISH WASHERS EXHAUST FANS
OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER "I K. W. AMT K W. AMT. KW AMT. K W. AMT. H.P
109 89 101 82 22 5 1 314 1 1.4 4 F
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALREC'PT TIMECLOCKS EBL UNIT HEA7ERS MUUI.OUTUT DIMMERS
AMT. X. W. Oil H. P. GAS H. P. AMT. NO A. W. G. AMT. AMP. AMT. AMPS. TRANS. AMT- K P SYSTEMS AMT. WATia
NO, OF FEET
2 F 2 - t J_ 1 12 600
SERVICE DISCONNECT NO.OF S E R V I C E
E G.
AMT. AMP. TYPE METER L T2W L % FW .b' ~W 3 p AW NO.OF CC. COND. OF CC CON A. W G.D NO. Of HFIEG A' W' G. NO, OF NEUTRALS OFA.N
EQUIP. PER a OF HLIEG VTRAI
1 200 CB 1 X 2 1f0 2 1/0
OTHER APPARATUS:
MOTION DETECTORS-3
HOT TUB-1
100 AMP.AUTOMOBILE TRANSFER SWITCH-1
7.5 KW GENERATOR-1
SERVICE DISCONN.AMP.100,TYPE-CB-1
M0TORSI2-F H.P.,2-'5 H.P.y20-F H.P.
`i PPANELBOARDSt2-1 CIR. 60,1-19 CIR.,100
SMOKE DETECTORt-1
<<< Continued on Page 2
i GENRRAL MANAGER
4
Per
This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials.
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.
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BOARD OF HEALTH/ .
~ ~f~ '1} ijl/ FORM N0.1 3 SETS OF PLdNs Y........
U V D TOWN OF SOUTHOLD SURVEY
BUILDING DEPARTMENT CHECKS I'M
3TOWN HALL' SEPTIC FORM .
SOUTHOLD, N.Y. 11971
BLDG.DEPT. TEL.: 765-1802 NOTIFY .7
OWN OFSOUT CALL
Examined . a._... r MAIL TO:
Tv_T,_S G_.f~--~
Approved 7 ~ I Permit No-' .qq/
Disapproved a/,~
uildin~ sp*tor)
APPLICATION FOR BUILDING PERMIT
Date 19
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3
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 stieets
or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli-
cation.
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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
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 ' spections.
0
(Signature of applicant~, or name, ia corporation)
(Mailing a ress o applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
Name of owner of premises flf XIV~~...
(as on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer.
(Name and title of corporate officer)
Builder's License No .
Plumber's License No.
Electrician's License No .
Other Trade's License No .
1. Location of land on which proposed work will be done .
.~thG~............i....:
House Number St eet Hamlet
County Tax Map No. 1000 Section Block Lot
Subdivision ~~r • Filed Map No. !D.~ Lot .
(Name)
2: State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy : .
b. Intended use and occupancy /
PPPW
3
Repair of work (check which applicable): New Building Addition Alteration r
v' Demolition . V. , Other Work , .
(Description)
4. Estimated Cost , .
.
Fee s -,•9l.
5. If dwelling, number of dwelling u (to be paid on filing this application)
g. nits . . Number of dwelling units on each floor .
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of•each type of use .
7. Dimensions of existing structures, if any: Front . Rear, Depth , , , , , , • ,
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear .
Depth l . Height Number of Stories
8. Dimensions of entire new construction: Front . . : Rear ...............Depth
,
Height Number of Stories . .
9. Size of lot: Front . , Rear Depth , . ,
10. Date of Purchase , , . . Name of Former Owner .
11. Zone or use district in which • • . . . • • • • • '
promises are situated . .
12. Does proposed construction viol~te any zoning law, ordinance or regulation: .
13. Will lot be regraded Will excess fill be removed from premises: Yes ~N..
14. Name of Owner of premises . . . Address Phone No............:.: .
Name of Architect Address Phone No....... .
Name of Contraactory within 3 Address . . Phone No....... .
15. Ts.this pro pert 00 feet of a tidal wetland? *Yes • „ No
• *If yes, Southold Town Trustees Permit may be required.
PLOT DIAGRAM
Locate clearly and distinctly all ibuildings, whether existing or proposed, and, indicate all set-back dimensions from
property lines. Give street and block number or description according to deed, and show street names and indicate whether
interior or corner lot.
I
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STATE OP NEW YS~Rl~ § S
COUNTY OF 4 .
(Name a being duly sworn, deposes and says that he is the applicant
signing contract)
above named.
';He is the 4U3 V.VZA .
(Contractor, agent, corporate officer, eto.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application; that all statements contained in this application are true to the best of his knowledge and belief; and that the
work will be performed in the manner set forth in the application filed therewith.
Sworn to before me this
Y o J......... G`y 19 3
sj*\~--
Notary Public, , , County
ROBERT L
NOTARY PUBLIC, teofN.K (Signature of applicant)
No, 4725089, Ik Ceue
Term Expires ay' $1,18,E
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+Spb"CIFYCAT.IONS � •- I I . . ..1 �. � .. , .' 4 ,�, '. � . � I I I . �_ - _ J �
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;. ,1.0 Survey: data taken from swrve dated �� JV . , y,.: ,• �- �..<;r .. ._.r...
I.
. Y • 8.4 DOORS AND WTNbQWS (See Plans} I ENER 'Y CODE CALCULA"R :O'�; `* " , .,
r t vw.�•, - . , II. Owner & contractor shall indemn - ---- , .,� .'�• r. -"OF
_,.'�1.*."%B I,,.�
if and hold
2.0 STTE WORK , . x''"f:!: • ' . : . . « _,. z harmless the archf e Y DESIGN +Colt . . .
t ct and their agents DITXOHI3. dr M >1R.01 openings¢ c ,_ inergency Kale ahal incltide doors or operatkie-,' j' em la eel f , , .0 . ELABS tg
P Y rom all claims, damages, loaasea in. . Rl .. I'GO `,
parts of windows- located as to provide t nab c"trttCt+�d + g�rec s ' ; ? expenses includin rie see tiALLS 7
9 days Suffolk•. 6000 RI9 " , : '. . ' . .,,
g but not limited to attorney . Naa3sau 5000 �•
2.01 Excavation shall be sufficient to provide full design di'�-. ' ' , to is al o n a� aces. r. CEILIN . . Ae
ensions ar to allow far fasrming as required. All footfn P such openings shall 'not ' irtped : edFes _: fees arising out of or resultin Design Tera tual �!' of las . ;
G Rl9 QR 'ft30 'fee ` 1 arts g
g from the per- P 728E nclaoe FLOORS P
9 in a"ri ,emer envy, shall have a mini> u ared of 4• sq ft with ;, formance of , the work provided that an 10 F utdo R19 ..'�i `,
- y sick __0_, or �..
to bear an virgin sail, pressure assumed bearing Cap 2 tan. � a 'min .;d mension .of 18" Kith bottom of openings na�fr$gher �62 F r M . :4
claim, damage, loss or expense (1 ) fs attrib- ENYE • .
. than ' " above finished Haar in all above grade -•atori+eh.' '`c utable
2.02 Backfill and compaction •- use only clean earth contafnin"' - . 10 to bodily injury, sickness/ disease or 4' w LOPE SUBSYSTEMS . _ "0
4 no organic matter, well graded. Fill beneath structure ~, .- k? i; j death or to injury to or destruction of `
- .4
• - R.02 ' lgini�rixm gain caw q i'rementb per rbbm 'is �+i c. lt�be are 4 tangible � "R• Inaui. � � I• -�
shall be compacted to 94 density as per A.S<T.M, D1557 for ,light'.and $ for ventilation.• I ) theplos (other than the work itself) including r U Code U •Provid. Sq. . : IITtt , VR:
of use resulting therefrom anti (2} is WINDO'6vS 1, Inffiu1. G1. .58 /gR'. .:,i ,�i:
s Method D. • " a: caused in whale or •26
7 in part by any negligent act . DOORS ,•5Ffj :• : y,. ' >`I
8.03 Doors and' windows to be insulated lz�ss. Ureth«care ,.q0 lOb . ~ ' '°'
2.43 Drainage at Footings - as required 4" diem. perforated g or omission of the contractors any subcontractor, .l9 ..,,_44
WALLS{opa9uej �� :' ' ` ' '.."1` ,,
` .1, a; anyone directly or indirectly employed by any of R-19 .05 :12�•�t2. . ` , ,I
plastic pipe. .
t3.04 Entrance doors t4 conform to NYS ener code.'. ` .0 5 ~" ""'" " "' -- -�-- x ,,
gy '� ` , them ar anyone for whale tic -.. -��� .01 is any of them may be ' Kallas(overrallj .._ '.
_ .17
y' . �y / y�7 ; usable, regardleess whether or not it is caused Q
3.0 '9.4 r N a J � I -- -- µ '
fn part by a party in+5ernnifit►8 hereunder. ., ,' R-19 �.1
3,OI Concrete work shall conform to American Concrete Institute 9.01 brywail - rg" tapered edge gypsum board, applied, to rd' a»d 144.4 Architect is not a 8KyLIGftT \ Insux. � .
..
standard. ngaged far supervision in an Ca stir - .69 .26 ' , �:'
finished as per U,S. Gypsum Company recamthendat$ons. Use! ! unless Hated otherwise, Y P Y CEILING >ll'\' ; R_19 . �- i.`
7....;I.......I.L".;.I,,...'.7_,I II f._.-_ZI,...�_'..,..'�
water resiastant type as substrate far cerataiC rile use 1 ,
. l�i�i_a
L. —U,,1,,. _f-I--I�-[5-,_-,._,)79_- '\:.-
-�-?
I_��i,I,1,�I-_--,I,�_L"-.-1�,f1.�-
4I..T.I,�.�
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t r.-..�,,:I,.IIr,,�,1I I1-Ir,IR1.-aI�l1.-1I
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3.02 Concrete shall be a min. 2 , 500 psi class @ 28 days unless 5/8" Typo K (3/4 hr. rated? in garage, 5'-O" out on wallis' � 1`-5.0 7 ELECTRICAL
iI
CEILING #2 � R_30 .-_...,�.....,_.,,...,; �. , 3
•unless noted otherwise. and ceiling ea per NYS Building Cade. I
CSILXNG(Ovetallj �•_ '
3.03 Reinforcing Rod''s ' « ASTM A-1615 and A-305: Mesh '6 x 6 '10/10 10.0 CAST-IN-PLACE CONCRETE 1�5.1 F:lectricnCade, tthehe laatest revision of the National .45 • 9 h1 . ,t '.-AI .
" �-�'
Lac 1 Power Co. and all applicable � r . Y ,r
W.W.F. ASTM A-185. Reinfcarcing in footings only where vas- J.ocal regulations. ' NOTES: �*1.� . . - ' 'CfTAL: r ;
tat#an in soil conditions irequire, and where soil does not 10:1 All reinforced concrete shall be furnished and installed Fireplace to clinics to fete � AIR �INFILTRA7 'IO3t w { f
provide 2500 psi ar Hated otherwise. in accordance with the current ACI-318 "Building Gade Re- 11.2 Provide clock type day/night thermostat. J- ' L�E�VI; i,NT st revisio of the NYS 'Enetgy 'fader �j "
AS BELL AS AL �IfllSrAt;LATxON i,' Cl}i~3S ti3CTI+DN. 'i"6TAI
quirements for reinforced Concrete." r infiitrefion ..3, ;�m,..�y .a ..{`, ...
3.04 Formwork shall be well bracced true to dimension, level and Y - - -- • .SCfiwindaivs�, pYACi .°
15.3 Provide smoke detectors 'as per NYS building code. e�fotieanc�r: r
20.2 Concrete shall have a minimum 28 day compressive strength _ >furnaC .,t boi� ra {gas o� oilj 8�� ACE - • `
plumb. a tral Ai ,c rid. R` �.
a �"ii.1t aysteea 10. S1fER, single 9.7 'SI:+R :' «^ ..< x,:. .
of 3, 000 psi . 1�.4 Kitchen and bath to have exhaust fan as par NY5 buildin code. Bed € , -: , .
3.05 Vripor Barrier 4 mil . palyethelene sheet lap all edges 6". I I.
sting aya3trm to ih : �✓fired , ...
Erecting alystem to able to haxi'Idle a� of 1 :, J x`•;
10.3 Reinforcing steel shall Conform to ASTM A-615, '•Grade •60 WWF, ;
Shall canfor to ASTM A-185. for new conaztructio! era 'per, the plane 'atttiched. EreaGin 87V/EtR-� FEAT' to ;3
-I�
a.o MASONRY , . • ,
� plurabec to verif . 9 taint ecta� '; . ,r, '
e �9 .� , .�'L ��i Y any discr�ipan+:ies tt0tffi #.4= .
IL
I L'.,',I 1,�.IM 01�)��.I-,,-R,�-4I"-.����.,1 1.�I1
fI
10.4 In On- rode concrete slabs the WWF reinforcement shall be y .architect • ;,.. '' - • . , ;~g E1ot siaata3c to be an _ fired hat worst tank r #' ;: `, : :' ';I-1
4<01 Concrete Masonry Units shaltl meet ASTM C-90 grade .A; solid ` ` hot voter storage a 4D gallon: e, #utxs
located midway in the slab thickness. 9 to k u� RS ticket tic' ; i ";
block ASTM C-145 grade B. Shapes as required: 28 .days old ores & 51'ECIFICATIONS �j�Z- �u in< Flue •else tin" • ,' ., ,,4 .
;..,F,. '.: „_ ., .. rgk-T r�r triple va12 pips*.
before installation. Minfmsum net compressive strength of 10.5 All exterior concrete to be sic-entrained. '
b10Ck to be 2000 sf . r. supervi�ton rery, i [ conc. •. , ;
p phut takers place in vintec months. - , .. A r •� !
' ,•. ,.{,a-'M y,; ,:i^".a,,`,•.ya.,a.,:,`i;,'„ :;•w. .J4 i , .
.E. inspection seq. before pouring conc. .,.a�-
r . . r.
4.02 Parging - 1 coat Portland cement parging on above grade 1I .0 FOUNDATION NOTES t I w µ
I \ NT Z>1
C.M.U. sponge finish " smooth finish h" at masonry walls reel shop drwgs to be P.E. a below grade. 11 . 1 The presumptive soil bearing capacity is assumed to 'be pproved.
'°; ,.I
2500 psi for all footings. ding contractor to certify depth & beating capacity of each
5:4r METALS
i2e in a pile log, } °
. 11 .2 Filled subgrade below floor and footings shall be Cam- /S I , • ,! 1101 I--f-� . .- . I r . • . i .
patted to be 95$ of the modified proctor. ile bearing to be ton min. • r�i .-/ h' [- 45.01 I Anchor Bolts shall be dflameter embedded 8" in poured r . I I ,a I .
J�l M1 1 i!!r..-
concrete and 15" fn grouted3 unit masonry, Min (2} anchor 11 .3 Provisions must be taken to protect all COttCrete wat'k, •, i.le depth rto be 30" min. unless 'otherviae established•b �,C/
ile at 50 away from buildin y text` i ) 11 , ,�,ff
halts per section of plate., 12" from each end with inter- from frost damage with special attention paid to ,footinga 1- " . g. anti piles shall be ,drivnn to a min. I�,lr
mediate bolts at 6 ' -0" o.c., max . and other on grade prior to backfiiling and enclosing epth of 6 0 below 'mean water, engineer to certifi to 'local bu ` } '1 I
Y iY. . depart. 1�jj
the building < Iles of Southern Yellow pine treated C.C.A. 1.0 P.C.F. _
P.
5.02 Metal Joist Hangers s Ty-Daswns shall be used at all joists I ' ', , 1N I
without direct beating, l8 GA gr�Ivanized steel . Use all 11.4 The maximum trertical distance measurs,r3 i°rorn the top of a pileffi v/l0" tip; 20" piles w/8" tip . ., ""��� , A
Haile provided by manufactuirere 8y Teco or equal . basement Haar slab to aura ids f ini sht�d grtsde tlhall rat -,', ' �-
Ta 1 2�
'� ,�J� N ,/
eicireed thr foliauin�r : E:st pile required at 50" away from building w/ P.F. supervision, ..._- , E� ' !� -`-g,,��j ..'' � 1, P •('5.03 Nails - number .and type for each application ftas called for ��' I ( �Y , «. J j I I ,K .
'p a bf Wa'll !rook isolation required at per P.E. on-site inspection. I �'`�I �?J.11
in the B4O.C.A. Code, or matnufacturer's recommended standard. Eteagtt " �•-4 r
X brace piling perpendicular to voter and diagonal brace piling �rUi .
n opposite direction each pile. Provide (I) 5/e" galy. thru bolt at each �_0
g""black 6 ' race, top and bottom. tlracing to be a 4"x6" CCA brace with a blocking 1 /`L n p
6.0 FOOD ( 12 bIOC�C t n the middle of. the "Xr bracing.
I_ Ik- I I
8" concrete (unrefnforced} 7 1 w" w t
6.01 Sill Plate - CCA treated to meet American Wood Preservers 10" concrete (unreinfarCed ) S 1 viii.;,4 211-cce,foxm tb•.ASN designation D2S-73 Sc,sx+.ax�d Speeif�`c.tr'.. '•` ''" �.3 "';
Inst f tote standard. - ar T,ta,d;Tim ;Tiles;ft d.,has:hays a m , , �,-
« riles:itu11• I .4 tip dL&neter of so iizches•.•, 1 _^�-
all Studs - 2 x 12•Q MASONRY •/.,.. + rl,` •d�! eservativesthe /mar Uaod
6.02 W See framing and piano far 'spacing. A11 __�___�,_, so$.."-s c�;yca Tc s ,-�,',Pil h�eatasent�•Pretiurli•
structural lumber shall havice 1450 fb bendin stress l 700 0 0 . ii+,, 11•hava e'zainiui.i;i esil :; .' t �
4, ; r
0 o a u�fe. w tr th of 800' i snd•shall•be driven. ''``
g i2. 1 Concrete masons p ? 8r�pxityof'�tons, lS
modulus of elasticity and max 199k moisture Content unless Y units ECMU) to ASTM C-90. iles'ara Lo be driven tinder the supervision of a licensed Peofeasionil �" 'I"I
Hated Otherwise. 1 i.neer;'he;ahail kee a tog of all driving data for each pile. e - +6 /z. ti/EN�'Ir . .r U, �I I�
:'.!�I I I.I I..11..I 4.,I�1t I I
12<2 Mfniraum net compressive strength shall be 2,400 psi . lea arc to be installed according to Fhginecring•i:ests Fona,l, ar as the '"" ""--'*--• II
ineer may direct.
6.03 Floor/ Ceiling, Joist, Roof Rafters and Girders - same 'grade - ��# et .be a singlt piece of sufficient 1 th C eng to pass through any C. C.C9.
and construction as for strtuctural lumber noted above '(6.02) . 12.3. Mortar to be type "N" . Compressive stren th to be 2,400 �i , ill e and to „
g p• ter. ' penetrate a minirrun depth of 6 -0 b¢lov mean �. *12<4 Provide "DKr-o-Wall " standard guage or equal in all walls i13".aA 1�shwiM to a vertical tolerance of 2X and a hori:ontalltolerance {���'`'� - I t O/ O
6.04 Bridging - wood crass bridgimg, as required by Code. p having the tinal locations of ilex "ax 1'
over 6 Courses high. - evictions fr«n,tha.de,i n p '. noting all I b N�.,. :)
g location shall be G. V '�...�n d.ahal.l bo:sutnzitted id.the � � frocs'an accurate survey -�--r- .. � - - ' �+
.05 Roof Trusses designed and manufactured to meet all apply-, �1USP5G7"/pA lau ( RV,1D ce�sary reziacign, supervising engineer for review-and any, I zS
Cable Codes. Pravid� she ldrawfn S ae'aled b a t tq�icretd i+urk shall conform to all r •/. -' " :`� lG-
P 9 y professional 13.0 STRUCTURAL SfiEFC, NOTES '
engineer; fabrication certittied b en inset n cJ(� .., dons for S(ru:tural'Concrete for Builds ItCI301-T2 Specifi• C
Y ri .to install- WkPe //V . f L/xi i" rr-oe PQ r`l� ns ( ..► �t
I.
3�p.1). Reinforcing t''`}•T•,t) - Tem t.
8t 1an. elovzierfstiall• beAsr sA-615 grade 60. '-
13.1 Steelwork in general shall conform to the current spa fits- 64e"h ponsible .for all supervision during construction.
6.06 Floor Deck - 5/8"
Lions for the design, fabrication any erection of artructural tE NOTICE: BUILDCRS PrNS . -,',,
plywood, standard C-D-X - b.F.P.A. direct steel for buildin s ado tad b the A. Z.S.C. Ji
bearin 9 P Y _ _____
g at edges . Provide " plywood finish underlayment ?0.1..' The Contractor war ants t
1` a the Architect that he possesses tChe particular
below all vinyl flooring or equal . 13.2 A11 structural steel shall bo in accordance with th ('i '`�M ` -_ 1� competence and sail in
DO NOT PROCEED W 1T4 FP,PAI �N construction necessary to build this project , without
specifications. full engineering ad architectural services, rand,
6.07 Roaf Deck - " plywood C-D-J9C - D.F.P.A. exterior glue. UN1'ILSURVEYOF Cantract�r wishes ref for the reason that the '` .
PLUMBERCERTlFICATIO►N Tod Y upon his of4n 'cofi etence
i3. 3 All steel shall be painted with on chap cast of 'NE,"IEC 99 N V� has restri'c`ted the rchftect 's sea a of P the Contractor .or Owned
6.08 Sheathin " ON LEAD CONTENTBEFQR FOUNDATION LOCATION fi �D on the P Professional servfcos,
g - plywood C-D- C - D.F.P.A. exterior glue. Primer or approved equal and field paintings ass directed , QFOCCUPAWG� HAS BEEN APPROVED Contractor �rarra In reliance .
by the Architect. CERTIFICATE c Owner, the Architel~ has undertaken ahlimfpedsscopeuaftofetgseiContractor or
6.09 Plywaad - all plywood used mtructurally shall , meet the per- SOLDERUSED/N1NaTgA The construction dcumen P onal :services:
formance standards and all mother requirements of applicable 13.4 ' All connections eaKcept as Hated on planar and details shall "Builders Plans" i ume to Provided by the limited services shall be .termed
SUPPLY SYSTEMVN�O� o g n i t i o n o f ,
U.S. Commercial Standards fast the type, .grade and species have balled or welded canriectiona ass in tha� •lateet edition struction will recline that h the Contractor s :lophistfcation. Can- .
EXCEED2lf00f�°+ ► t e Contractor ads t the " "
of plywood and shall be so identified b an a field canditians c countered an P Builders Plane to th+�
Y pproved testing t of the AISC manual . d make logical ad ustmen _
agency. dimension and quality that. are tr is in fit. form. ,.
" sated only generally by the "Bu.ilders
13.5 Shop drawings to be rsubrxitt�rd to astructura'f -ei'agine>�c for Plaits In the a nr additional detail or uidance - - M"
6, I0 Horizontal Siding - ` " 1. i�I-1 espprawal prior to 'tiMrificatiora. Contractor or Own " for const 9 is neet3e'd by the
II
,�.�r.I..r.L,-,.I.-�. � .�I,I�I�.�I�I . [1-. -
3��0�-L.��,/;IA.I%%I�-L....I-.'.,I'.-',.-A L-..1 1�:,,i.�
"..I.I III�1III.I ,�0/4�,r.I�./0"��,0..�I 0 J*.,,0,rIe 96�r,�A0I0Io 1*I�q��0;,ft:A--�I--i-1 L.��-I.I.tt":-1 AA.1,,.I.!�II�;i,�r0o.1.1.1f-�.�,Iff Q"�kI I h.�r.�I
ry e IOo I.�h.4"L�.-�.�,;.�r I_.�_�i_,-I_!,.�I -�.I ,�.�..��,IL.��.../t'.,I_!-.I'I I.'I.I-,.LI:I,=,"�,�II,.
A 1 lb. felt.
I.I.-f�,�I I,I..II�1.1'i�I, ,.�I r1.�I I.� ,.!,�.eI . ����S 4.1/..I.14 I . 1I. I .II� '1/.
- ructi an of any aspect of the new project, h•e "shall '` -
pp led aver l5
" • immediately notff} the Architect. ' Failure to give a simple notice a3hall
13.6 Erector izhasll f,crvide adecLzaate terparary brac'$ng for relieve the Archi ct, of responsibility for the cons
6.11 Provide douh�le silts under call Lateral stabilit unfit stud galls, equence.
p< ra13e1 pr�rti'tions. y plye✓c�ad, roof Cruraes = , , .. .
an sheathing ace in place. SQUARE FOOTAGE CALUL.ATION5
6.12 Provide {2) 2"x6" headers mf m, aver a>'iy Vitldoll, doer ti
., 'as opening or any opening unless otherwise noted. 14.0 MISCELLANEOUS `` ,#„ lE" M 1st Floor
I i s , ft. deck sq. ft. : 11- L
6.13 All headers 6' or larger mush have double a~<upport stride. 14. 1 Extreme care and proper measures shall be used so+gas not TESTIilG®E�ORECOIVEEtt�tG
_ _ .<: 2nd Floor 15 sq. ft. Orch � r-
, .._ to damage bulge, or tip walls due to an --impoared P sq. ft. . r
y�. ups` 4 OCCUPANCY OR o a • , , , i'
7.0 THERMAL AND MOISTURE^ PROTECT,I:ON pressure, shoring, bracing. etc. , s!�z:11 be employed until TOTAL � 'p rq: ft .
garage 5f sq. ft.
the full dead load of the building is an the wall. I � � !� U��. � �U� --
. .
7.41 Dampprcadfing, tsrush apply c�ne� coat of asphalt�om. uision� to �l�'HO�UT CERTIFICATE I . ' � ;.,
exterior` -of all below grade walls. 14 .2 Where drawings ace - . . in conflict with other dtai✓in ffi •4 *��
$ , ,.a
or details, the contractor shall notify the architect 'for.., OF OCCUPANCY k R EDa S SOT�I�
7,02 Saul Seal - x 5- tom ressable fiber ;
ciariffcatfons.
P lass beneath all x E. ��r3 ��, , ,
g I1AT B.P.# { a 'i :� ;�._''zr t;" .i 1 ". ,z.s:
exterior sill plates. __ Y .
�..�.:,,'�L.'"�I,-.I.�(.-'''��I,�I,.'�I�*I.�
{.
Ir
-1 a s. •� g, r, a tr`'•".i. t s, } :,-r xr
14.3 The architect will Hat have Control or charge, of µazlc3 i ifCowt b PEE: BY: ° ,#;, `�_,;✓�,: r•y :a'� , 4�, �4<
I�'OTPFY 115!iJ�E�G DEi'ART TAT w., .t•s.. '0•. :. >. , r.�.' ,�ki .,:r ; 3,: , `
will Hat be responsible for corrstruct•ions means/• .� •`w..� , : '.. . Z ""
� � 'L O-&U.,N*,I.,2, e�L z_.__4I
L . . a�_1m�_r_2II 4 y
."16,,",�,"�''I6-"t
M18tM'dR 7b5-i802 9 Al 1 TG 4 P ,...$ ,A , x
' .b nsuka�t&OO floor '& walls - 5-;" Batt. R=•lg ,irraulation. ',� methods, 'techniques, sequences & pro rams or for `` M Oil THE ra . .•., , � , 4'-` {,: ;
tCcaf~t paper face' vapor barrier. ..
1. �. ,�. . .i 1: . °1` f r is
g hem•P S I!b® :a: FOLLOWING INSPECTIONS: A� ,,y �-f.�'�j4
Ceilings pitoal'as safety precautions and programs in connection with
iber9lass 6". hrtt .R-19 Kraftt a er fated ,or as noted a ' the work. ,
P P * O#typ®8 K Ot L. FOR PD1�TIflP - TWO€iEQUERED 1 `,* -
- , Otherwise. • '
r
OURED CONCRETE
. 2. ROUGH - FRAEL'I ,.
4. i . : A. The Con r IIG PLUMB _
6RlG t actor shall give aall notices & ,t:amply a T ,
.'CI4 Roofing o-_ 240t asphalt shin Nett• A 1 c� 3. zISSULATt mm F,ry
9 pp yr 15 ,lbs felt o'r +rith all Paws, '_ordinan�esr rules/ ce ull#ticns
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9 THE REQUIREMENTS OF T '"HE N.Y. ;. , ,,
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