HomeMy WebLinkAbout25314-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28155 Date: 01/09/02
THIS CERTIFIES that the building ALTERATIONS & ADDITIONS
Location of Property: PVT RD OFF E END RD FISHERS ISLAND
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No_ 473889 Section 3 Block 1 Lot 6
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 21, 1998 pursuant to which
Building Permit No. 25314-Z dated NOVEMBER 9, 1998
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 SCREENED PORCH ADDITION, ALTERATIONS, ADDITIONS AND RAISED BRICK PATIO
ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to CYNTHIA WARREN SPURDLE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0232 12/27/01
ELECTRICAL CERTIFICATE NO. N 569772 09/20/01
PLUMBERS CERTIFICATION DATED 08/06/01 TOM RAVINO
/A/uAoriZed Signature
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)
PERMIT NO. 25314 Z Date NOVEMBER 9, 1998
Permission is hereby granted to:
CYNTHIA WARREN SPURDLE
1150 FIFTH AVE APT 10A
NEW YORK,NY 10128
for ...
CONSTRUCTION OF ALTERATIONS AND ADDITIONS ( INCLUDING RAISED BRICK
PATIO) TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
at premises located at PVT RD OFF E END RD FISHERS ISLAND
County Tax Map No. 473889 Section 003 Block 0001 Lot No. 006
pursuant to application dated SEPTEMBER 21 1998 and approved by the
Building Inspector.
Fee $ 402 .20
Buildi Inspec
ORIGINAL
Rev. 2/19/98
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT U, r-5-.:��` U n
TOWN HALL t - ( ;;
765-1802 + •M
L �ulK
APPLICATION FOR.CERTIFICATE OF OCCUPAN 7v,
"T.
oto
A. This application must be filled in by typewriter OR ink and submitted to the bui Ing
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 Mlead.
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 Building - $100.00
3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
JANUARY Date . . . . . . . . . . . . . 200 2
. . . . . . . . . . . . . , . . . . , . .
New Construction. . . . . . . . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . .
Location of Property.E/S. . .CLAY ,POINT,ROAD . . . . FISHERS .ISLAND, NY. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
House No. Street Hamlet
Onwer or Owners of Property.. ,JOHN .AND. CYNTHIA.SPURDLE. . . . . . . . . . . . . . . . . . . . . . .: . . . . . . . . .
County Tax Map No 1000, Section. . . . . . . . .Block. . . .1 . . . . . . . . . . .Lot. . . .6 . . . . . . . . . . . . . . . . .
Subdivision. . . . 473889. . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . ... . . . . . . . . .
Permit No. . 25314. .2. . , , ,Date Of Permit. , , 11/9/98 . . , ,Applicant. . _ H P BROOM HOUSEWRIGHT, INC
Health Dept. Approval. , 910-0 _023 2 . . . . . . , , , ,Underwriters Approval. . . �.. . . . . . . . . . . . . . . . . . . . .
Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . .
Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . ,>< . . . . .
Fee Submitted: $. . . . . . . . . . . . . . . . . . .
. . . . . . . . . .` . . :. . . . . . . . . . . .
AP ICANT
TEL. 765-1802
TOWN OF SOUTHOLD
OFFICE OF BUILDING INSPECTOR
o ;T P.O. BOX 728
TOWN HALL
SOUTHOLD, N.Y. 11971
C E R T I F I C A T I O N
Date
Al
Building Permit No. Z S 3 2
Owner t wAl t-Cys✓ r't,,* Sp✓n v-4 ),z-
(please print)
Plumber Q � t/�y
(pleas print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(plumber 's signature)
S to befo4*p00"
this
day of
Notary Public
Notary Publi ll k4 County
THOMAS F,DOMIERW JR.
Notary Public$tats of New York
No.4808559
Ouallfieo In Suffolk County
Term F- pira3121310L-
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1
1000913 BUREAU OF ELECTRICITY
40 FULTON STREET, NEW YORK, NY 10038
Date SEPTEMBER 20,2001 Application No. on file 13073901/01 N 569772
THIS CERTIFIES THAT
only the electrical equipment as described below and introduced by the applicant named on the above application number is In the prensises of
JOHN SPURDLE, CLAY PT. ROAD, FISHERS ISLAND, NY
in the following location; ❑ Basement ® lst Fl. ® 2nd Fl. OUT Section Block Lot
was examined on AUGUST 27,2001 and found to be in compliance with the National Electrical Code.
FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OV D
OUTLETS N t FANS
INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMI. K.W."
AMT., K.W. AYT, N.►.
41 44 20 41
4 F
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS gELI UNIT HEALERS MUlLI.OUTLET DIMMER$
AMT. K.W. OIL M.P. .GAS H.P. AMT. NO. A.W.G. AMT. AMP. AML AMPS. TRANS. .AMT: Nip, SYSTEMS '
N0.0 FEEL AMT, WATTS
3 -
SERVICE DISCONNECT Pto.of
METER S E R V I C
A.AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W NO.OF CC COND. k W;G. C�
PER 0 OF CC.COND. NO.OF NILE% Cr Aldi NQ,OF NEWRALS OR A.W.R
OTHER APPARATUS:
AIR HANDLERS-2
G.F.C.I:-4
WALL ROBERT E. LIC.#2455- lL L
11 ALPINE AVE
FISHERS ISLAND, NY, 06.390-0595 GENERAL MANAGER
11
-fuer
This oertif Cate trust not be altered In any manner;return to the Ofte of the floarci,if Incorrect.
10,entM"1W,"Wt c»denflals, � ,.
M-1802
BUILDING DEPT.
INSPE,CTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ J FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ NAL
REMARKS:
DATE INSPECTOR ls��
BUILDING PERMIT REVIEW CHECK LIST
Applicant/ Date
Owners Name: Reviewed: -
Architect/ Date
Engineer: Submitted:
SCTM#:
District: 1 000 Section: Block: �_ Lot:
Project � bdivision
Location: Name:
Single&separate Required
certification: 1Yes/Nod
Req R
Zoning District: [Lot size: /�� C>00 Actual- �8 `' [Lot coverage Proposed: W C7
Req 1�� / Req. .2,/ J �3 Req.
[Front Yard Proposed: L—� [Side Yard I Proposed [Rear Yard 7.S Proposed: ]
Project Description:
AGENCY PERMITS Permit
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health Dept.
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation ???
Flood Zone:
Notes: �
fi
oF0�kc0
o� Gy1
Town Hall, .53095 Main Road y = Fax (516) 765-1823
P. O. Box 1179 �y ` Telephone (516) 765-1802
Southold, New York 11971
Bio! � dao
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
TO: H.P. Broom, Housewright
P.O. Box 70
inadlyme, CT 06439-0070
RE: Spurdle amended plans
HELD
Your Building Permit application is being res incomplete for the following
reasons;
1. The fee is $207.60 minus your check of $131.69 = $75.91 balance due.
2. Provide number of bedrooms SIX
3. Provide information on septic system. ENCLOSED
4. Provide egress of windows. ENCLOSED
DATED: January 27, 2000
H.P. Broom - Housewright, Inc
162 Ferry Rd.
P. O. Box 70
Hadlyme, CT 06439
Telephone (860) 526-9836
FAX (860) 526-2647
SPURDLE RESIDENCE
WINDOW REPORT
ARCHITECT: UNGER+MAHNS
BUILDER: H. P. BROOM HOUSEWRIGHT, INC
MANUFACTURER: MARVIN WINDOWS& DOORS
WDH -WOOD DOUBLE HUNG, WDH3226, DOUBLE HUNG
SHAPE: P4-0
SIZING: F.S. 37 3/8"X 61 1/16"
R.0. 38 3/8"X 61 9/16"
M.O. 40 1/2"X 62 9/16"
S.0. 36"X 58"
DIVLITE: TOP SASH RECTANGULAR STD SGL ADL 4W2H
BOTTOM SASH RECTANGULAR STD SGL ADL 4W2H
EGRESS NET CLEAR OPENING (EACH SASH)-5.97 sq ft
TOP SASH WIDTH -34"
TOP SASH HEIGHT-25+"
BOTTOM SASH WIDTH -34"
BOTTOM SASH HEIGHT-25+"
BOTH SASH ARE REMOVABLE AND NEED NO SPECIAL TOOLS
GLAZING: UNCOATED-STANDARD
1/8" SINGLE
CLEAR
WHITE ENERGY PANEL
FINISHES: INTERIOR PRIMED
EXTERIOR PRIMED
OPTIONS: JAMB DEPTH 4 9/16"
WHITE ALUMINUM SCREEN
CASINGS: INTERIOR NONE
EXTERIOR 5/4" FLAT CASING
EXTERIOR TOP WIDTH 3+" SIDE WIDTH 3+"
HARDWARE:
BRONZE SASH LOCK
WHITE VINYL JAMB LINER
' SHORELINE SANITATION, INC.
' HATCHETT HILL ROAD
OLD LYME, CONNECTICUT 06371
(860)434-0052
Location of Inspection
H.P. Broom Housewrights Spurdle house
P.O. Box 170 Fishers Island
Hadlyme CT 06439 New York
SEPTIC INSPECTION REPORT
SEPTIC TANK
Capacity in Gallons: 1300+
Type of Construction: cesspool
Condition of Baffles: Inlet: n/a Outlet: n/a
Previous cleaning by Shoreline Sanitation,Inc.:
Depth of Scum Layer: 4" Effluent Runback: none
Depth of Sludge Layer: 3" Effluent Breakout: none
Overall Condition: X Functioning properly at this time.
Functioning marginally at this time.
Not functioning properly at this time.
Comments: Both systems located consist of cesspools. They are built with cement block sides with their
holes facing out,and each has a cleanout cover to grade. There is a considerable amount of wood debris
inside each,which had made up the form to hold up the cement cover when poured. Cesspool#1 is
nearly full at this time while#2 has only dried solids in the bottom. The approximate dimensions of each
cesspool are 9'x 5'x 5'. It should be noted that the majority of the water fixtures in the house presently
are going into cesspool#1.
IMPORTANT DISCLAIMER: The party requesting this inspection and responsible for payment
thereof aglothat the statements and descriptions contained herein are informational only and is not a
warrant,elpress or implied,as to the suitability of the septic system for any prospective owners. Further,
that any inspection is affected and limited by seasonal ground water fluctuations and/or after a period of
non-use by reason of an unoccupied building. No liability either express or implied, is assumed to any
third party.
06/22/2000
GYu rep ent Date
S oreli San at* n,Inc.
Lic se
JOB Ska 8rool, %hM 2'sland
I1� SHORELINE SANITATION,INC. SHEET NO. piAl'G�`G kbll Sty OF
I
Hatchett Hill Road
IIS OLD LYME,CONNECTICUT 06371 CALCULATED BY DATE (v bz. ' 600
(860)434-0052
CHECKED BY DATE
SCALE
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Town Hall, 53095 Main Road y 2 Fax (516)765-1823
P. O. Box 1179 �y • Telephone (516) 765-1802
Southold, New Yogic 11971
�o!
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
TO: A.P. Broom, Housewright
P.O. Boa 70
Hadlyme, CT 06439-0070
RE: Spurdle amended plans
HELD
Your Building Permit application is being res incomplete for the following
reasons;
1. The fee is $207.60 minus your check of $131.69 = $75.91 balance due.
2. Provide number of bedrooms
3. Provide information on septic system.
4. Provide egress of windows.
DATED: January 27, 2000
RA*OF
ix
t �
5 1
+ $0111030 PORCH }i X
Ask.9 Ski a
\�y'
Ao1lErmo66ro1arElRwtvrE6rAmaros
CYNTHIA WARREN SPURDLE
BY
CHANDLER,PAL11fl:R&E]NG
wDGI$P17,2100
—A-UM OF IARR AW
i U118SCAM ARTA H.P.Broom-Holmewrtht
�j I62 PERRY ROAD
7.2E RADLYME,CT 06[19
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45,14' _ 400 200 0 400 '-
9 X,.�"cO� dLFL
S� J,g, '7 PROPOSED
i• GRAPHIC SCALE IN FEET
ADDFTIONPROPOSED SCREENED PORCH \
PROPOSED NEW ROPOSED PATIO i ) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE
SEPTIC SYSTEM •A 14 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ;
PROPOSED ADDITION \ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
REMOVE EXISTING PORCHES EXCEEDS THE SCOPE OF THE ENGAGEMENT
MONUMENT /Fv APPROXIMATE
1 \ HIGH WATER 2.) IT IS A VIOLATION OF THE STATE EDUCATION ,LAW FOR ANY
FUTURE r - I 1- �� J I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
EXPANSION 1 I Y LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY
r 0 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND
i 11 SEOE2 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK ,,','wl
/S5 EXCAVATION INSPECTION RBl]LURED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR,
tion/� �Ojl FOR SANITARY SYSTEM 4 ) c000m aTE MCTANfF ARF MEASURFD FROM U - COAST
w Nr' HEALTH DEPARTLWMT AND GEODETIC SURVEY TRIANGULATION STATION "PROS" ;
O ►, r
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TAX MAP 1000. SECTION 003, BLOCK 1, LOT 6.
� SINGLE FAMILY RESIDENCE ONLY 6J TOTAL AREA = 1,86t ACRES.
nI
„a _ 7.) SITE IS LOCATED IN R-120 ZONE "
C' LS ! -' EDGE OF LAWN AND DATE I I-II H.S. REF. No. O
/ LANDSCAPED AREA APPROVED
52 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE
DISPOSAL SYSTEM
- 114tli!!!E!II FOR MAXIMUM OF '51A iR2O0m�s�
9.) BASE FOR LEVELS: NGVD 1929
E2106
i .69 EXPIRES THREE YEARS FROM DATE OF APPROVAL '
10.) SEPTIC SYSTEM DESIGN FOR 6 BEDROOMS "
r �K157/41I� �"
�0� 1,500 GALLON SEPTIC TANK
al�r�' (3) 8'0 BY 6' LEACHING POOLS
„ I
S@1E OF NEWYO�
-
OH.srso . SITE PLAN
10-C eI �, °"m PREPARED FOR -_
NNOCNOIR WL.Er IND
. . • f.,�SLJ 1
OUTLET OPENHIG6
WJ.' dB5'M510E
o �
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6L ms
J CYNTHIA WARREN SPURDLE
4- D4. XNDCXOUfS
e e I
LOCNING G TING GIST
To GRILE - PROPDSEO GR+DE COtK'RtTE COVERS ••
L LINO DEN fS P� 40 20 0 40
co WR LOCRING OLSTIND BLOCK 25
4' NNI TF DROP FISHED O�G"'0E f FISHERS ISLAND, NEW YORK
Wln 4 GRAPHIC SCALE IN FEET
Xm To SGLLE
'1 MIN 180VE IXIET - • 4XM6i)6A1/NN Mi
OUTLET rtA'EW_L. O • ,,,�,. 6' 'REVISIONS - "
. .Y �I Y . o CHANDLER. PALMER do KING .I
DATE DESCRIPTION
OVFLC RCowrav
IF MILT PnW EXCEEDS ArchitecturKe, Engineering and Survtyin9 :-.)
1/2- PER FOOT 14NX.ET Yw ,�4•X IAM FAMILIAR WITH THE STANDARDS FOR 110�°' 1 L DT am�D'i'� F'�°q-= -ml •.;:li
., APPROVAL AND CONSTRUCTION OF SUBSURFACE
h TyqrA mOp1 BOX • _ SEWAGE DISPOSAL SYSTEMS FOR SINGLE -
Nm To sc.LC FAMILY RESIDENCE AND WILL ABIDE BY THE 7
4- �3• CONDITIONS SET FORTH THEREINAND ON THE '- x
CROSS SECTI - PERMIT TO CONSTRUCTION.
Imp SiSL90ML TAN�IIPd�YEt�
DATE: AUGUST 17. 2000
I H T,�, APPucwr - SGALEr 1" = 40'
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O� s� SOB'47'00'W mmomal 0 W .�
58.66' 400 200 0 400 U
BACK OF BEACH GRAPHIC SCALE IN FEET
I S1726'20'E LIJ
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39830 V) K Q m to
OTS 20 a Im J
. ANG �Dtl NOTES
I
1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE -- Z
INDICATED HEREON ANY EXTENSION OF THE USE BEYOND THE
PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
EXCEEDS THE SCOPE OF THE ENGAGEMENT.
2 ) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY
PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
LANDSCAPED
AREA\ EDGE AND LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY .
/
/ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND N o z
�\ 5 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK Z FL y
i E5 57.28 APPROXIMATE LOCATION OF SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 0 E
BURIED UTILITIES k WATER SERVICE.
2� z
4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST - o
O
AND GEODETIC SURVEY TRIANGULATION STATION "PROS". to
iti9y
5.) SITE IS IN THE TOWN OF SOUTHOLO, COUNTY OF SUFFOLK >
TAX MAP 1000, SECTION 003, BLOCK 1, LOT 6. w o
6 ) TOTAL AREA = 1.861 ACRES Q o
o �
8'0 x 12' HIGH 7 ) SITE IS LOCATED IN R-120 ZONE
DRYWELL
I 1 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE i -
\ / DISPOSAL SYSTEM.
so
9 ) SEPTIC SYSTEM DESIGN FOR 6 BEDROOMS Q a
-D- BOX 29• 1,500 GALLON SEPTIC TANK F-
a
?/ ,P (1) 8'0 BY 12' LEACHING POOL & Q m
29 Fi�QS1+, (1) 8'0 BY 6' LEACHING POOL N
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m N I I tt I N
8'0 x 6' LL HIGH V O = r�j� �� o o m
DRYWE •-� 444' ti?• z
L„ rc o w s o
QUALITY CONTROL CERTIFICATION n. 2� Yp� I FrFNO a m o o v v
GROUP I REVIEWED I DATE N/F NOW OR FORMERLY
PROJECT MANAGER � SVP DATE: 0905/01
SURVEY SEPTIC DETAIL I SF SQUARE FEET
ENVIRONMENTAL NOT TO SCALE SCALE: 1 =40'
CIVIL
STRUCTURAL SHEET: 1 OF 1
ARCHITECTURAL
j� 1 �
r - I 2 PROVIDE SMOKE-DETECTING
ALARM DEVICES
w
y1 \/ AS TO PART. 721,1
r --- — — 4 s N-YS BUILDING CODE.
If copper tubing is used
! f PROVIDE ANTI-SCALD AND/OR for water distributing
THERMAL SHOCK PREVENTING system; Piping shall be
1` DEVICES AS TO PART. 902.6(x) of types K or L only
1 N.Y. STATE BUILDING CODE. UNDERWRITFRS rrr,r0"Ir'ATE
hi
to
5
11NDz'6'46:I til1.:.ti;(i
N_TJi,l:.l;
\\ sy I APPROVED AS NOTED
DATE-)(—'`-LrX&PN alS 314
\ �e 7Sa N�KYlL ztlnj6 L _
a -
_ PL0WRER CERTIFICATION
NOTIFY BUILDING DEM1111M (1NL AD ONTE/"V/T BEFORE
766-1BD2 8 AM TON PM E
- - 5a / bog 97 as"w FOLLOWING INSPECyWa. CERTIFICATECERTIFICATEOF OCCClPARACy
' FOUNDATION . Two REGUIflEO FOR POURED CONCRETE SOLDER US�,>� if1�✓ 9�/ATE�I`
Sr&196'
/� vEoFti`.�9 1 A 2 RDUGN - FRAMING PLtMtEING S 19!"A,LY S�y T r✓�1 CANNOT
P 4.3. INSULATION
`—IS.o 6a-00%1isie-K Wail Ilro,°�rryl.ynep I BE COMPLETE FOR C.O.ON MUST EAI(I L+C 2110 Of 1% LEA D
yttroACK I I yv ALL CONSTRUCTION SHALL MEET
/ ��.° � ' (\ (\ m THE REMENTS OF THE NY
STATE CONSTRUCTION UC ION & ENERGY
PLUMBING
/ _ CODES, NOT RESPONSIBLE FOR ALL PLUMBING WASTE
DESIGN OR CONSTRUCTION ERRORS\ &WATER LINES NEED
14,o TESTING BEFORE COVERING r
' f4-eG'tl5e9 ��ilab'RR>at, }I9�6 20 6
1tool 1
Mal Vial 4'th 's(fl° ICY
10—
Typical
Typical Wall Section
IS UNLA IF"
Keynotes: �N
Keynotes: M E OUAMgr
4�,y'� r„
�fsol ai,av
I..' - J I I 1, Fiberglass asphalt roof sbingles as selected by Owner over 15#felt. See elevauons for roof slo s. � S"Q r - "
I7DI4tp,l
oyy �y0 14'.0 51cSYATp 56T I>AC4C
rXlt4'L- a 6n Iy Provide 36l'wide save flashing of"CAF Ice and Water Shield"around perimeter and in all valleys,
oaLHG4 a 61, - Provide cmmplete underlay tnact of same an all I"roof slopes(less than 5 12).
1� 2 Roofsheatlhmg 51811 COX
VillI` -------�3> 3. Roof rafter„ see plans
` ■ -- 4 R-30 catheldral insulation With insulation baffles as required to maintain tar space
Site aa' areas Of proposed minstrudlen shows(shaded � 5. R-30 insulatfion at all flat ceilings SUR. is s
_ 6. 2 x subfasmia and 1 x finished fascia with continuous wood edge and lead coated drip 'r
V z3 0 1 7 2 wide cntouous aluminum vent at all soffits,see roof plan for lumber of ridge vents 40 W Front St
3 � (r3rroty) scales d' 10 0 - )11, i1 ���
25, lfr 8 Finished s°lffit Red Bank
-?9 'I.86 Acres
6 -- _ 9. Structural Meader at windows,see plan New Jersey n may{
1'86 Acrea�tl. 16 10 Lead coatedl copper pan at all window and door sills and drip cap at all window and door head him M a h ns 07701U In
- 11 2 x 4 studs al 16'on anter,minimum with double top plate _
it ARCHITECTS
Richard H_Strange,Bass alfhOWflyrk 'Twitted 5day 3, 1996 by I'I Provide mimimumR-IShigh density insulation in smd cavity. Telephone
X119 Fi1Sh gvan�W $, u _�� 17 18 1'2. Wall sheathling, 1/2" CDX with "Tyvek"air infiltration barrier
Richard H.Srrtla taoC of Nkw"Ypt'k JpiCiO e $ or,049521
and
pandau.jr.
NOVI
� All joints ini air infiltration banner shall be taped 732 741 5911
Avenue
_ 13 Finished sidling Fax
14 3/4'SNrdlflloor plywood sheathing,glued and nailed 732 741 1550
,At Michael
n� . ; icha .H.a ,.
- �l9Rw York� L0}28-O'f2il � � " � J<~
15 Continuous "Tlmberstrand"nm joist,see plans fir floor framing NJAtomso25er N NJ AIOM238fi
- Provide R3t0 insulation NY PA ft J 014197.8
mWaatung It is ¢vlotatioR of flip tiny$u'?uy'peraim,',calms araho uadet the,diteedhan of"a licensed- 2 16 Wolmanizedl 2 x 6 silt over termite shield and 9111 Baader bolted to CMU at oci n ars and at 6'-0"on
;tId L to'altar en item hs,1 y". ]too Jteao_ite>diirg the saw Zri eirelsdaet is.aitered, the altering E center,maxumum Additions +Alterations to Residence:
"afdlntset'shgJi affit ps tris"{Cqd tis} sail,yp4 palg(Jpe !alteEed,13'e'ft111msed 1tis'kiipature ar, the 17 CMU as indamted on plane,finished grade shall be a ni nimunr of 8"below top of CMU Additions
25, Lot 6
-i1Zte
Of
siich alteratiotl,add''1i aJiaetfla dtairrip'dbm of the altaralien.. 18 1/2"thick ceYment purging with travel applied dam Proofing belowBlock
9 —xe P p ng grade Fishers Island, NY
peaerAl NoleA: - 19. Coiicrefe fooaing with reuiforcement ae indicated on plans -
20. All window and door glazing shall be insulated Mr.+Mrs John W Spindle,Jr.
P
t Scope of work ahap,be'fDe dpnto19d9n oP',�e�fetipg;'screened pomp,#4 COO patch an she first floor — - - - ,a- , . I 11-50 Fifth Avenue
'and an a d New York,NY 10128.0724
spa' pat4h;,oe theaborlsd Haar s?idgie:co#PMctianpfamw kiychttl ailditldn,a new screened 61tE fi.-••N '•
" pariah(first rlixu),1iad a new apep"portlk(aecgnd Roor). � '
2, Area tlCpuopilsed'social addithin is 26S otinaft feet. "
3.
. � Aa tlfpsopowecreoWtth firrttlntt), 2649asrc rest.
wl w'11nrl4
., Areil#I:)ttaposed open'perch(tslCMttlfltprj1s.2644guare feet.
Allrevisions
1
data 8,1091!
���� � 4n MU o
+` a
I
Keynotes: I
L Provide 3" Wick un-reinforced concrete slab over 6 mil polyethylene vapor barrier,4"
crashed stone and compacted back fill. Provide 1/2"expansion joint at perimeter of stab
marked with one part urethane sealmit.
2 Slab an undo above "
Finish shall be brick set in mortar bed(pitched 2"over entire run of short direction of slab)
Structural slab shall be 6"thick 3,000 PSI concrete
Reinforcing steel shall have a yield strength of 60,000 PSI and be spaced as follows (see
details for placement and concrete coverage)
Bottom bars: #4 at 8" o.c.
Top bars: #4 at 12 o.c.
Temperature bars: #4 at 19"ox
Concrete slab shall be poured over 6 mil vapor barrier over 2"extruded polystyrene
9 insulation over 4"crashed stone
3. Provide 3' -4"verde access opening to crawl space areas
'4 Provide underpinning of existing foundation wall at crawl space as required
5. Provide new forcing with(2)#4 bars horizontal continuous, New footing shall rest on top of
existing if available,or at level of bottom of existing basement wall if not
Block work shall extend to depth of new footmg.
6. Saw cut existing slab and provide new 16"wide x 8"deep haunch footing below new bearing
wall with(2)#4 bars continuous
7 Provide walmamzed 2 x 4 sill and bearing wall with 2 x 4 at 16"on center in basement
- Provide 1/2" thick moisture resistant gypsum drywall on each side,taped,speckled,and
pointed. New bearing wall shall be located below new well in proposed krtchhen above.
8. Provide T-0"wide trimmed opening in stud wall as directed by Owner infield
9 Existing 5 1/4"x 7 1/4"dropped girders and columns to remain ,.
10 At location of proposed porch columns above provide anchor bolt with minimum 15"
G embedment in solid masonry for cast aluminum post base.
p�pg6M�1^I'i' I I Provide brick at riser(face)of porch on three sides
vlp I 3 '• -
7A E
---
,. T' cXl4n5rr I I
I� ' 8 I� 9�aXlari,
ro ?1,
st ry uiv
L1vrymM '
l•.(yavi
91[1 l v
i I
6 14o.G. jaor qW;
krP. b° I1 inn- prior. ply z g .
up,N. b" K° �u Gp./.WL SP hill I E
pltw'I'lol4 of kISINp
l• -y g I IfJ IH+YI P13ti'6
12XI6,rim
I '0
p
I
/y Pblmr-i w.
Ma�14.YL
=w _
I
to a to to bio j '
yLYp' n yn I �/n n scale. IDs Suite 5
Basement and Foundation Plan:
P-0"
y'HL b'H 1 1 '64 6 6R NRed¢w�a sett'i e
�8rt
nk
General Notes'
IC/ 9 / aJy f rt'
er-
1. Unless otherwise noted,all new block work shall be U"duck hollow land bearing units Ma h n s 07701
' grouted solid. Provide "durawan" horizontal reinforcement at 16" on center vertical s a c H i r E c r s
h '�dfryr�F idi r.yr�.
�ItirLa Poi: w.w fxlbYi EX'1. veru. Provide 1/2"anchor bolts at 6'- 0" on center minimum and at corners Provide 1/2" cameo[ Telephone
6P riouup fin ,dF r k y✓o r Fid
SUv pt,. - purging to all block work and trowel applied damp proofing below grade Provide termite 732 ]at 59t 7
F1IdPz'iW➢ P�N� aa/>,
pfolo56v IaIUM G+rifi. shield anmh¢rthe sill
eha111ing insulation ba toothed together r otherwise ofbImIL VE�ied to We satisfaction of the Architecere newandoxisung masonry abut t a
Fax
R
Y get732 741 1550 :+� ✓
All openings in existing masonry shall be adequately squared off,filled,and patched to Mlcheel Ungger Michest Malls
create a finished appearance to the satisfaction of the Owner. NJ AIW9o25 NJ AIat2395'
2 Unless otherwise noted all concrete footings shall be a mimnnum of 24" wide and 12" Wick NY 028$75 PA RA.014197 8
with(2)#4 bars continuous with 3"of concrete coverage at bottom All footings shall bear Additions +Alterations to Residence,
on undisturbed earth or fill compacted to 95%standard proctor density, hi a y case,the Block 25, Lot 6
'n bottom of footingsshall be T- 6"minimum below finished grade, Where now and existing gr g Fishers Island,NY
footings abut mus mother they shall be doweled together. Unless otherwise nand.all . '
footings shalt extend a'minimum of 6"beyond the face of any block work that they support. Mr. +Mrsrs.John W Sj)ufdlcJr.
;
Unless otherwise notedall footings below piers shall have(3)#4 bars each way with 3"of Mr. P Avenue
concrete coverage at bottom. Step all footings from new(higher)bearing elevations to
existing(ower)elevations. Ncw York,NY 10128-07244
. __. yelutr, a;',Fr1b1g, yGAra
revisionsi
AL t2W
data B'm�+a.
ps ILA an MU lin
Unleee oM{arwlee Holed, _ 'kfe midlllpun
ADM 30moar.
t�PbRif, � _
W '
r29 @xQepRced WYIh tf2"PyWd.
,'('2120'0 epacedlWlh A/2'I plyWd.
UP 0 61 rA
(2)200 spaced wlm 1m Pywd.
�06
4. Up 2xl c9.-.
(2)2872 Apet%d+Mlh i/ "plywd.
7 !�y
_ I
:,� ,." /� ✓' 1 11hhM1gkNon an 4ldWpB�uolurel.Condltlona hnd '
OleP4GOi Wleredl W40 bi
, I
' I
rv�or� iwu�.
. Unlace 'alhbrelae �. tIIov!da minimum
- 'hpedertpr opemn8 tli lndlcdtad aelge: - i w ,
1. Up 10 4't.o.,
1R)2x&spaoad with lir p1yWd.
` 2. upt95'r.o.
,. (x)2nl apoped with 1Ir plYwd.UP to v ,
lRh2x'le e�am'WO to"ptyWd. -
4. Up to
(2)2xt2 spaced,with 1/T pMd.
lntonMl7on mww%Igllig�pvcturalcondlpone and Fi%rstgtg,',("DOt�Ootla,,
I pop olid eheratkirs Is=104 OR Cinematic"61 '�
t0geq:p,9.Al opfP114'Pt,ihe Mtydin9a�nonaM ' 'k7Pt11QlAD
invaalipaibp hlS4Mm Now6trs6ft1t2;ira13l
cigididermalaill w �is the s L CoeVs$1014 to report, In ,
• I st veYt�p bt l24paaPopp111R !
E
front-ft apt,Olk, a, no or Implla4, to Ore
Arab";4jacei e* *n 9f 240 .
1 ',DSU.EPPM rod membraee folly pained to 3[4"T&G Plywood sheathing gland and serow aailed,iA- 1 t IG�t�(�w Nv�� "
place. Provldp:yOitYFarn?d'PPDM fld4knt&at a1l�vertical termiristion dad continumw 16ed,coafa0
d *4,x`F1acap�
copper drip edge*0 mldeT4dmass at edge and as detailed'
f. 2., 51,4"'x 4 9lma ted oeder apaped,„dsaWpg over vWlMpmaed 2 x 6 sleepers we on reverse prtch amthat '(�,t dr�}5�ax � Ct
pepk+k .> adattbarpwaned� ihotatntena�vel' mwr. 6hw11mtma,ak4y+ TI �hC(�� , .�L
tia�r�isseo�r!epaaa+rorll�^e�ak�Wa��m �q?adr�nsntxsaraorrei+riprc'edEe�aM'us� �1�
r Ards as nraapfxtpsed by roof rosWbrnrte plamdaptarer. + 1
I Nowa 09high,hapsllgua,M rail and pickets aw05taited.
4 Neiicate.(y', higl)'delkhsdd-well as der®tad,rerirove eziedNg if not centered an exterior wall as
StMNke pDttiSp
1il�ta�t [ ILgGI'fJu��9t
5. Naw srypaee boxed columns as detailed Swltch _
6 New lead coined ea'au roof over bay window below
r. New roof cricket as detailed yxltah,r1W 1 t -
-
Provide enderpayosant is gpepifladlor law$lope. $Wi Ch, 4 waY,
. a. F%ordog'roof cricket sale vi-rooffid Gild pam ided with underpayment as specified for low slope ,Switch,timet'
Provide naav lead ovatedcoppa flaatdng at irdesaaction'with wrtieal.surfaces.
9. Orowde'Rowlowcoded;capperflashingalongeataeeaietiugwattsurfaceatintersectionofroof `,,, �3�litdh,.pllbt'flQ�ht
------— – t0, New roof eerface
11 Existing roof an be oso-ftamed as required to overlay am canawenon ahT10'I®r �y�
-- ,_ 12. 'Eriieemg roof�gdgeio be removed �' F"d108' (t<"rh�"p"^;CoFkb�Y;
------
13, New xndge vast. dns 'Ja4i1MSflIS1 .
14. No t{imrpeatspe!�4g 1vF p8Y1113
Wt I H Gtr. M6fght,
QI>}I
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1,J
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ayi . 1aawthd
I4 y�r 1M�4TvOd let l W
MW VA"Y
• owprY -T• ,I
EfhaUOlTanr.
_ � � iWhdeCzkert�
Rxlwr� tum D ,,;Track�i
-N/M 4fH•VIMtL
pM{I'NniG V .
ie
' gR Fit
4OFWt.wkw
T
494 WPW
_ 6
suits 76
'Dgd Bgti'YC.t1DD'lt yif 4ed,BanFront'91.,
Rad.Bank
, New !<rsey-,.
< - - U n I'=Ganer9 Notes: gtahni 077,01
_ � RCHITEOTS "
1. Ro-lgcate axigting smoke da(ector M required •Telaphepe
.,732 744 6a11
v }L Fax
Fr+<tdD NNvh�[q.. M{rq.aw6p PnPnµHGel..
dV tdl I
& 19Yb w,w� 732 1A'1 1569 4
RAN 014 A
- Additions+Alterations to Rgsi¢61Yce;
$took 25, Lot 6
I.
1, '1150fiffhAvormic pgMle,Jr.
w�
- New,York,NY 10128.40724
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Exterior Door a IA Window Schedule:
General Notes:
1. Unless otherwise noted,all"Marvin"windows and doors shall be provided with single glazing and authentic divided him(ADL)with 7/8"muntins. Provide energy panel
with white retaining clips for single glazed units.
For divided lite pattern age column in schedule. All double hung units shall be provided with white hardware and white jamb liner. Casement and awning units shall be '
provided with white hardware. All sliding units shall be provided with brushed chrome hardware. All "French door" units shall be provided with brushed chrome hinges
per standard setup and no bore for latch/lock. Latch and dead bolt or lock shall be at Owner's option and finished in brushed chrome. All units shall be exterior and interior
primed by manufacturer. Unless otherwise noted exterior casing shall be standard brick moulding. Unless otherwise noted,provide charcoal aluminum screens for all
windows and exterior doors in white aluminum frames
2. Provide tempered glass in all deers and wherever required by code.
3 General Contractor shall insulate carefully around all units so ae not to interfere with operation of same.
4. Provide lead coated copper cap flashing and sill pan in all units.
5. See details for interim casings. Unless otherwise noted,provide window sill and apron with return to wall surface. Any window casing over 4"in width shall be biscuit
�s Joined. -
6. Any damage to vd'edlr us during construction shall be repaired to the satisfaction of the Owner in Architect at no additional can to the Owner,
Number Type Mfg. Model Rough opening width and Muntin pattern Remarks
height
-- 1 Bay window Mervin WBAY 1628+4062+ 6'-5 1/4"x 5'-6 1/4" 2W x 2H Muntin part=for picture urdt shall be 4W x 4H
double hangs 1628 45 degree
+plot=aril -.
2 French door Marvin WFD 2868 X LHO T- 10 7/8"x 6'- 10 1/4" 3 W x 5H Provide wood inswing screen door,painted
on "
3 Fre 'door Marvin Cost=unit 6'-5"x 6 10 1/4" SW x SH Sae exterior elevations.
stationary
4 French door Marvin WFD 2868 X RHO 2'- 10 7/8"x 6'- 101/4" 3W x 5H Provide wood inswing screen door,painted,
outswin
5 fjalt'round Marvin WRT 3718 T-2 1/2"x V-7 1/4" Sae exterior Unit shall be located in gable and as shown,
stationary elevations Unit"I be glazed with 13/8"sash and mounting
glass with 7/8"muntio s,
• 6 French data Marvin WFD 2868 X LHO 2'- 10 7/8"x 6'- 10 I/4" 3W x SH Provide sit dmwi of unit 'or to fabrication.
outswuriging
i
7 French door Marvin W]FD 2868 IW L 2'- 10 7/16"x 6'- 10 1/2 3W x SH
inswitiging
8 Patio door Marvin WTPD 8068 OX IV- 15/9"x 6- 10 02" Insulating glass,on mundns
No oreea data
9 Pati°door I Marvin WfPD 8068 XO 8'- 1 5/8"x 6'- 10 1/2" Insulating glass,an muting No screen door
`s 10 Fienop door Marvin WERD 28681 W R 2'- 10 7/16!'%6- 10 1/2" 3W x SH
-- 11 P;6achdom Marvin WPb2868 X"O T-10 WS"x 6'-10,1/4" 3W-x.5H
12 Double hung Marvin WDH 2424 2'-6 3/8"x 5'-9 5/16" My x 2H -
. window
13 Double hung Marvin WDH 24283W 2'-63/8"x5'-95/16- 3Wx2H - -
14 -Haywindow Marvin WBAY 20+3640+ 5'-9"x T-5 1/4" 2W x 3H Muntin palUm for picture unit shall be 3W x 3H, °
casements+ 20 45 degree
picture unit
15 Bay window Marvin WBAY 1628+4062+ 6'-5 1/4"x 5'-6 1/4" 2W it 211 Mutton pattern for picture unit shall be 4W x 4H.
1 �• double bungs 1628 45 degree
_ +picture unit
16 French door Marvin WFI)291 X RHO 2'- 10 7/8"x 6- 101/4" 3W x 5H Provide wood inswing screen door,pointed
-Mbwhwng
17 French door Marvin Custom unit 6'-5"x 6' 10 1/4" 5W x 5H See exterior elevations.
stationaryA '
18 French dor Marvin WM2868 X LHO 2'- 10 V11"x 6'- 101/4" 3W x 5H Provide wood inswing screen door,painted
G - 19 Half round Marvin WRT 3718 3'-2 1/2"x 1'-7 1/4" Sae ishal
nterior Unit t be located in gable and as shown
- stationary elevations Unit shall be glazed with 13/8"sash and insulating
C to glass with 7/8"retaining.
r 20 Awning Marvin WAWN 2424 2W 4'- 1"x 2'-0 9/16" 2W x 2H �PrmidiUi
eurdt wcat briakiaoWd. m filbdcRtron•
$ 9 'wlatlow Trim by GC,see monsim elevations
`0' Provide Bei aubsill,
's a -250,,,,,r. 21 Casement Marvin WeR 2460 2'- 1"x T.0 9/16" 2W x 4H '
it oe4 0 window RH
ro4 P 22 nnan, doorR Marvin WBhD 9268 OX .0 7 9'-0 13/16"x 6'- 10 1/2" 3W x 5H Muntinpattem for sidelight shall be IW x SH.
33 ra mwht Marvin. WCM 2460 2'- 1"x 5'-0 9/16" 2W x 4H _
window LET
r .0 NAtcrµ.taJB - 24 Awning Mervin AWN 2424 2W 4'- P x 2'-0 9/16" 2W x 214
q '
window
10
Oval window Marvin WFELP 2436 T• V x 2'- 1" See exter or Unit shall helmeted in gable and as shown.
ti� elevations Unit shall be glazed with 13/8"sash and insulating
4 69°.17 rr6 w glass with 7/8" muntins
6 /
1
S6,b6'
} Provide unit with 3 1/2"brick moulding.
9Va�Yn m Provide shop drawing of unit prior to fabricado.
`iS.o StgsYl�sprBK�K wnt�u/ �.D�rw- -- - PLUMBING
N ALL PLUMBING WASTE
4atrarcK H WATER LINES NEED
/ �•6 (✓<7g31'b� PLUMBER CERTIFICATION TESTING BEf-JRE COVERING If copper tubing is used
�EXw 'h nw6lA•I - _ - ON LEAD CONTENT BEFORE for water distributing
3c1 \ / sf ext ao"G
CERTIFICATE system; piping shall be
E OCCUPANCY PROVIDE OPENINGS FOR
of types
I< or L only
SOLDER USED IN (MATER
�/� 71 AoyrY oN \ EMERGENCY ESCAPE AS IINDERWRITFRS CERTIFICATE
/ � � ala°roaA�i \ TYrOWWaliSection SUPPLY SYSTEM CANNOT REQUIRED BY PART. 714 OF REQUIRED
Dock rAca 4✓° \ scale: 111-11 -01, £h'C'EE D 2110 of 1% LEAD.
N.Y. STATE BUILDING CODE.
Royston": PROVIDE SMOKE-DETECTING
gl asphalt roof shingles ae saleMed by Owner aver 15#felt. See elevatlona fm roof elopes. ALARM
II 1 ]F�de 36' wide ease flashing of"GAP Im and Water Shield"around perimeter and in all valleys. AS TO PARTY 2151
\ MiDiF7 IMWt7ct psi# -- / I�aJ / 6' I'f.6 sIGEYsr1p 45fEVKI( If•
Provide complete undorlayment of same an all low mof elopes(lege than 5;12).
N.Y.S BUILDING CODE.
Ph 41 esti0"X1141412112. Roof
y bbc f� /� 3. Roof raftesheathing plans DX PROVIDE ANTI-SCALD AND/OR
4. R-30 cathedral insulation with insulation baffles as required to maintain air space THERMAL SHOCK PREVENTING G . ✓W n /
crlerb, _ 5. R-30 insulation at all flat callings DEVICES AS TO PART.902.6(K) Suit. is � �_". ,�4� �✓�yj,�,r � .
i38 prlvR ( �•G) �4o cX I X 1 6. R x subfascia and l x flninhed fascia with continuous wood edge and lead coated drip N.Y. STATE BUILDING CODE. 43 W. Front sr
(a7'' 4/aex efpropD+ed eprgdMrdlpn+Aox'n aSadrA �N/ . 7. 2"wide continuous aluminum vent at all soffits,see roof hat for location of h Red Bank �i y �� Jr
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ya 23,006fr5;'t� adak: In a40'.pn t8.
g 14 9. SbetrucMral h°ffieaderaz windows,tee plan P dge vents Unger+ New Jersey
Df ick 25,L.at6 -- - - 14 10, Land coated copper pan at all window and dor sills and drip cap at all window and dor bead trim n c w Ma h n s o77ot
�9 1.86 Aeras+l- I I 1 .2 x 4 etude at 16"on center,minimum with double top plate H� r
Provide minimum R-15 1u density Telephone �z
r gh y insulation do in glad o barrier
Site plan iaftxnletlon taken from a survey dated May 3, 1996 by � I IE 12. Wall sheathing,1/2"CDX with" 732 Tat B9t t
Richard H. Strom Stale of New York Licensed Su 049521 � 7 & 7yrvek"air infiltration barrier
Surveyor, All joints in air infiltration bamer shag be taped
_ I= 13. (Finished siding 7sz Tat tern
Mr.and Mrs,John W.Spurdle,Jr -- - �-� I 14. 31/4 Smrdiflow Plywood sheathing,glued and nailed Michael uMmhael Mains '
N OVAH 1150 Fifth Avenue 15. (Continuous"Timberstrand"rim joist, see lane flor framm NJ A1009625 NJ Amt 2386
New York.NY 10128-0724 - 1 P for g NY M6575 PA RA of at97.B
(Provide R-30 insulation
Z 16. Wolmanized 2 x 6 sill over termite shield and sill sealer bolted to CMU at comers and at 6'-0"o Additions +Alterations to Residence.
Warning: It is a violation of the law for any person, unless acting under the direction of a licensed center,maximum
architect,to alter an item in any way. If an item bearing the seal of an architect is altered, the altering _ 17. CMU as indicated on plans,finished grade shall be a minimum of 8"below top of CMU Block 25. Lot 6
architect shall affix to his item the seal and the notation "altered by" followed by his signature and the. -- `9 18 4/2"thick cement parging with trmwl applied damp proofing below grade Fishers Island,NY
date of such alteration,and a specific description of the alteration 9 M 19 Concrete footing with reinforcement as indicated on plans
20 All window and dor glazing shall be insulated Mr + Mrs John W. Spurdle, Jr.
' % General Notes: 1150 Fifth Avenue
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1. Scope of work shall be
LS I4j IS )' NewYork, NY 1012R-0724
2- Amo of proposed enclosed addition is'66 missing feet- (PHA" Jr) 5I9 "0006 PK� ` s �^(r, waw 5d=a_in r_
tl'{ p. ^ 11999 /
-/�- I - 7LD^ DtY ` date 8,16 '98
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Electrical Future Schedule
S. IM Manufacturer Model H Trim/Reflector/Read Color/Finish Lnmo marks
F1 Cig. mt. - - - - - Supplied by Owner
F2 Wall nit - - - - Supplied by Owner
` F3 Ex.fan - - - - - Supplied by Owner
F4 On. It Lightolier 10001C 1013WH White 75W BR30 FL
F5 Ext.dn.light Halo HIT 13 WhitalCresnel 75W A19
r +!
Plumbing Picture Schedule
U � Manufacturer fN mil rAware Trim e1 marks
e= PFI Tbb/shwr - - - Note A - to be Selected, Note C, D
\ PF2 WC y _ N Note A,B _ to be selected, 1.5 gall.fidsh
PF3 Lav Note tobeselaribd
Trim shall mean,feflceR, tllVerfera,leviers,shower bodylhesto And aprby,tic. Coohadtor shalt supply fixtures eslistaG't6bNe,and include the
trim allowanoss inf basebid.7
Note A- Plumbing sub-contractor shMrllpioWde and install necessary suppler with stops,p-traps,pop-up drains,abalnera,etc.
Note B- All exposed supplies,drains,piping,etc.,shall be polls hed chin a or brass,conium with Owner.
Note C- Shower body temperature- or,piessure-balanced.Prov.
G4 Note D- Prov.$750.material allowance for shwr.enclosure.
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1 / GrMPAGtED FIW '7 `l"Ur.1G. MA% 0100- "MER otherwise .E l '. .
Unless otherwise naiad, prdvt&e minimum'
1t headirrar opining as indicated batow;
.�I FIX 2x4 walls:
W 21'19N M°/•Ief - - - 1. Up to 4'r.o.
1 ! •yt rl0 hwF?aM1t - ,(� N Irl kXl yT'c1 Fr1b• WAIL wxr r eriewn Up x8 spaced with 712"plywtl.
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ygoivhl _ -aX1uf 12 7xsepapeawrchv2 plywtl
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b plaast Re 1 1 Nm'd
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Lot 6
Fishers Island, NY
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NmYork,NY 10128-0724
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