HomeMy WebLinkAbout38610-Z
Town of Southold Annex 2/4/2014
P.O. Box 1179
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36751 Date: 2/4/2014
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 8425 Nassau Point Rd, Cutchogue,
SCTM 473889 Sec/Block/Lot: 118.4-11
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/18/2013 pursuant to which Building Permit No. 38610 dated 1/6/2014
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:
"as built' screened porch alteration to an existing dwelling as applied for
The certificate is issued to Schiff, David M.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38610 1/31/2014
PLUMBERS CERTIFICATION DATED
r
ut ed ignat e
TOWN OF SOUTHOLD
s
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
$ SOUTHOLD,NY
,0 1F
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 38610 Date: 1/6/2014
Permission is hereby granted to:
Schiff, David
360 Furman St
Brooklyn, NY 11201
To: as built" alteration to an existing dwelling as applied for
At premises located at:
8425 Nassau Point Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot # 118.-4-11
Pursuant to application dated 12/18/2013 and approved by the Building Inspector.
To expire on 7/8/2015.
Fees:
AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $732.00
CO - ADDITION TO DWELLING $50.00
Total: $782.00
Building Inspector
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. 25175 Z Date SEPTEMBER 15, 1998
Permission is hereby granted to:
STEPHEN J PARZIALE
162 FLOWER HILL RD
HUNTINGTON,NY 11743
for
CONSTRUCTION OF A DECK ADDITION AS APPLIED FOR "AS BUILT" AND TO
THE CONDITIONS OF THE TOWN TRUSTEES DATED 8/31/98 #4959.
at premises located at 8425 NASSAU POINT RD CUTCHOGUE
County Tax Map No. 473889 Section 118 Block 0004 Lot No. 011
pursuant to application dated JUNE 18 1998 and approved by the
Building Inspector.
Fee $ 75.00 9
i~Y~~GCG+~ir as
Buildin Inspe or
ORIGINAL
Rev. 2/19/98
Form No.6
TOWN OFSOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be. filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new user
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. Swom 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 (pri4 to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: t~ Old or Pre-existing Building: (check one)
Location of Property: U 7Z~ Nf},9,~V R/A/r kO' ((Zh1e6V( ~~935
House No. Street Hamlet
Owner or Owners of Property:_ SC,49t/FF
Suffolk County Tax Map No 1000, Section /~,a;`'Block OU 7~ • 00 Lot 0// ~ 000
Subdivision Filed Map. T Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: /V /A Underwriters Approval:
Planning Board-Approval: V
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant na e
SOUjyolo
Town Hall Annex yy Telephone (631) 765-1802
54375 Main Road T Fax (631) 765-9502
P.O. Box 1179 i° roger.richert(c~town.southold.nv.us
Southold, NY 11971-0959
~1y00UN1`1,~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: David Schiff
Address: 8425 Nassau Point Rd City: Cutchogue St: NY Zip: 11935
Building Permit 38610 Section: 118 Block: 4 Lot: 11
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: as built DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 1 Twist Lock Exit Fixtures TVSS
Other Equipment: SCREEN PORCH--as built-no visible defects, 2-paddle fans
Notes:
Inspector Signature: ,w p rt ?sue-- Date: Jan 31 2014
81-Cert Electrical Compliance Form.xls
~,AOF SOUTy
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUG EIG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
Gtr U/f
DATE ( INSPECTOR _
r w- gaff SON
~®f
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
a!h 5y Can eft -
tj i &r /40T- iz& P zL"(
Af> r-7 It-
DATE / 24 ( INSPECTOR
Salvati Architects
Established in 1910
I
JAN 2 4 poi ~ U
TH
January 17, 2014
Building Department
Town of Southold
Town Hall Annex
P.O. Box 1170
Southold, NY 11971
Re: 8425 Nassau Point Road
Cutchogue, NY
SCTM4: 118.00-004.00-011.00
Permit 38610
Dear Sirs,
With this letter we hereby certify that the work done pursuant to Permit Number 38610,
as described in the plans of LPA Architects dated the 9th day of October, 2013, that were
approved the 6`h day of January, 2014 (i.e. - the screening-in of the existing deck) was
completed in compliance with New York State and local building codes.
Sincerely,
~dIST~e,4
is STN F
co
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KDRK 49
26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686
I+ 7CLD DATE CONINIENTS.
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 D E C 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
lO N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined, 201~- Single & Separate
Storm-Water Assessment Form
Contact:
Approved, 20_ZJ Mail to:
Disapproved a/c
Phone: -714 Expiration , 20 15 n
Building Inspector Inspector
APPLICATION FOR BUILDING PERMIT
Date 20 12
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule,
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways,
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within IS months from such date. If no zoning amendments or other regulations affecting the ,
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspection
(Signature of applicant or nam , a corporation)
QO &V /677 tlAMTCZK, n)7 105-2
(Mailing address of applicant)
State whether applicant is owner, lesssseee, agent, architect, engineer, general contractor, electrician, plumber or builder
4-K AJ Name of owner of premises S C I(F F. D A t/ I D
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be
Location of land on which proposed work will be do"0: s
25A-Z"K) t00 iNT 2i) C u ` LffOGV£~J0O iNT 121) C u TLff OGU£
House Number Street / Hamlet
County Tax Map No. 1000 Section Block Qf7' • 00 Lot 0//..000
W
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended us and occu cy of proposed construction:
a. Existing use and occupancy F-f 4T~`/1 L t, Q ~/I ~ l l /
y / /r IL/ / ~Scs 7i~(~
b. Intended use and occupanc
3. Nature of work (check which applicable): New Building Addition /Alteration Repair Removal Demolition Other Work ~ d-13--w--
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Z t Rear Q Depth 20
Height /Number of Stories /
Dimensions of s mestructure with alteratio s or additions: Front Z O Rear
Depth d 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 p N/
11. Zone or use district in which premises are situated X 2S; / UL/il 7/7 L
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO-Z
13. Will lot be re-graded? YES_ NO ? Will excess fill be removed from premises? YES_ NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YE5 NO ?
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
(Dj tb 6 t J A N ti 1V / being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the C'eA
o(QContractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application:
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20
Notary Public Signature of Applicant
V
SO~T~ol
Town Hall Annex y
54375 Main Road T Telephone (631) 765-1802
P.O. Box 1179 CO -114
Southoldold, , NY 11971-0959 Q ~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Jfi</U!1/ 7,?l Date: Z
Company Name: -
Name:
License No.:
Address: Lee Phone No.: 23 LEO
~y
JOBSITE INFORMATION: (*Indicates required information)
*Name: -
*Address:
u
*Cross Street:
*Phone No.: &I/
Permit No.: O
Tax Map District: 100 I Section: I t R Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
_
(Please Circle All That Apply)
*Is job ready for inspection: YES / NO
Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
G
,'F'D ' ~~Fll ~Sr'c~ z/ - C ~a3Eh 4r~17c~ G
82-Request for Inspection Form I a~~
SURVEY GF LC" 66 & SLY. ONE-HALF OF _
AMENDED MAP A OF SECTION B
NASSAU POINT CLUB PROPERTIES, INC.
SITUATED AT
NASSAU POINT, T/O SOUTHOLD
TUTHILL ROAD SUFFOLK COUNTY, NEW YORK
68116/1922 MAP NO. 756
SCIM 140. 1000-718-4-11
GUARANTEED TO:
RENZO MORANDINA
SYLVIA MORANDINA
COMMONWEALTH LAND 77TLE INS. CO.
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Z Residential Code of New York State 2010 Generalspecifications Sheet Notes:
CONCRETE WORK (8402-840 U
C Climatic & Geographic Design Criteria table R301.2 (1) 1E FOLLONINO STANDARDS LITTLE PECONIC BAY
I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AN THE FOLLOWING E HALL &OVERNi
K Ground S<ismic SuU'ect to dams a from: Winler Air EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN, F- Wind 1 g Ice shield Flood Site data:
snow design wealherin frost termite deca design req'd hazard Freezing Speed AGI 901 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR B1ILDIN65" Y N 04°15'15" W TOWN OF SOUTHOLD 'R-4O' RESIDENCE
Z load (m Ph g ) Cal. lem Index P LATEST REVISION. 0 45 120 G SEVERE 56 M-H 5-M II YES 1984-1998 AGI 502 "GUIDE FOR CONCRETE FLOOR AN SLAB GON5TRUGTION" 150.59' SCTM N 1000-118-4-II
LATEST REVISION. SINGLE FAMILY RESIDENTIAL AGI 511 "RECOMMENDED PRACTICE FOR CONCRETE I145PECTIDN" TIM6ER BULKN~,yp PRINCIPLE BLDG
Use & occupancy classification: CONSTRUCTION CLA551FICATION TYPE V-B LATEST REVISION. 50'PRONT
AGI 518 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" TIMBtq RE1'AININe yy~L 50' REAR
? Typical code requirements: LATEST REVISION. 15' SIDE (MIN) 55' SIDE (TOTAL)
-ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS AGI 541 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" to RT02.1, R"702.5 AND TABLE "102.55 AND -105.4 (SEE R/--I) LATEST REVISION. In m 55HEIGHT
~ -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION 8520 CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST REVISION. 5ITE AREA 54,565 SF
-ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R520 ACI 505, 506 "MIXING AND PLACING OF CONCRETE DURING HOT AND EXISTING LOT OOVERA6E . 6.q%
w -ALIGN ALL RAFTERS OVER STUDS GOLD WEATHER" LATEST REVISION. CL -ALL WALL FRAMING TO COMPLY WITH 8602.10 THROUGH R602.10.10 2. BASEMENT, FOUNDATION, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE SHALL HAVE E SHALL HAVE A COMPRESSIVE -
-ALL NEW WINDOWS 4 DOORS TO HAVE A MIN. DP RATING OF 50 AS PER SEG. R501.1.2.1 4 TABLE 8501.2 STRENGTH OF 5000 PEI • 28 DAYS. PORCHES, CARPORTS 4 GARAGE CONCRETE 5LA CONCRETE 5LAB5 SHALL HAVE BE AIR ENTRAINED. W~ HOUSE 2,965 SF SCREEN PORCH 415 Sr
-PROVIDE FOR BLOGKINIS AS PER SECTION R6O2.8 A COMPRESSIVE STRENGTH OF 5500 PSI • 28 DAYS. CONCRETE SHALL BE AIR ENTRA TOTAL AIR CONTENT BY VOL. OF CONCJ SHALL NOT BE LESS THAN 5% OR MORE TH/ k OR MORE THAN T - - COMPLY WITH THE O GARAGE 443 5F COTTAGE STq SF
F-1 -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFGM 5.4.4.2 AND TABLE 5.1'1 A45 MATERIALS STANDARDS LISTED IN Art SIB R EASTM ST, G 1151. THEREOF SHALL COMPLY WITH yea' SHED 141 5r
U, -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE IV SECTION R50"1 4 FIGURE R50-12 A ) 4155, LATEST REVISION. TOTAL- 5,145 SF
Z B. ALL WELDED WIRE FABRIC, REINFORCEMENT SHALL CONFORM TO ASTM AIDS, LATEST RE AND rRAO o Loads table 8301,5 Deflection table 8301.7 4. CAALL PACITY OF 2000 POUND R SQUAREL FBEAR OOT NNANY IMY TO ANY PROPOSED STRU4 CHARAC m USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER DEFLECTION ASSES ED BY A OUALI ARCHITECT, THE A07UAL SOIL HAVING A MINIMUM BEARING 19A' n
ZOPOSED STRUCTURE. IF T CHARACTERISTICS SHALL BE
SOILS TEST LABORATORY AND 6EOTEGHN GAL ENGINEERRIT AL ENG I STY. FRAME DWG. Z MI SCREEN PORCH INEER. THE OWNER SHALL
BEAR THE EXPENSE OF TESTING. I].O'
ROOF5 12 P5F 45 FSF TRAAF RRHAVING N '12 NV NO F NLSHES GRLNGR L/180 46]'
ATTACHED TO RAFTERS MASONRY WORK (R404)
? FLOORS (SLEEPING) 12 PSF 50 P51FE INTERIOR WALLS 4 PARTITIONS H/180 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 950 / A5GE5 / T 30 / A5CE5 / TMS 402 I.
f OF ASTM C90-99, LATEST
FLOORS (NON-SLEEPING) 12 PEP 40 PSF FLOOR 4 PLASTERED CEILINGS L/560 2, ALL CANGRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 W IFRESSIVE STRENGTH.
11' DECKS 10 PSF 40 PEP ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL LOAD BEARING MA50NRY UNITS WITH MAXIMUM COMPRESSIVE STRE WHICH MASONRY 15 LOCATED FR.
BALCONIES 10 PBF 60 PSF EXTERIOR WALLS 'y PLASTER OR H/560 S. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MA50NR STUCCO FINISH GIVING DE REGARD FOR STRE55, THERMAL AN MOISTURE CONDITIONS AND COMPLY I AND COMPLY WITH GFR
A5TM 2"10 (R60T.1)
ATTIC W/ STORAGE 9 PSF 20 PSF BRITTLE FINISHES WIND LOADS* W/ L/240 4. PREMOULDED AN KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FO O 4TED AT 20 FOOT INTERVALS.
SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRAN5MITTIN6 SHEAR SHALL BE UTILIZE HALL BE UTILIZED .OOATIONS.
ATTIC W/O STORAGE 9 PSF 10 F5F EXTERIOR WALLS-WIND LOADS* NV L/120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. ® FLEXIBLE FINISHES
} GARAGE - 50 PSF -THE WIND LOAD SHALL BE PERMITTED TO BE 5. RUNNING BON MASONRY COURSED ARE REQUIRED AT ALL LOCATIONS.
K TAKEN AS 0.1 TIMES THE COMPONENT 4 CLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED R RODOEO, NOT R tODDED, NOT RAKED. F-I
Q RAILINGS 200 •/LF LOADS FOR LTHE IMYU HEREIN. OF THE DETERMINING Z DEFLECTION T. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT I6" MAXIMUM T 16" MAXIMUM INTERVALS
57 requirements (R303 through R305) INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING T REINFORCIN6 SHALL BE
J Room DR-O-WALL R EQUAL.
LIJ ROOM AREA HEIGHT LIGHT % VENTILATION % E6RF55 8. IN ADDITION TO REINFORGIN6 INDICATED, GRADE 60 x4 REINFORCING DOWELS ARE RE K 'OWELS ARE REQUIRED AT K F%'9
45" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 50" WHICHE 15 GREATER, AND ENCASED IN GROUT FILLED CELLS. FULL HEIGHT 04 BARS ARE REQUIF OR 50" WHICHEVER 15 l p IRS ARE REQUIRED AT 96" ~--1 O
INTERVALS WITH FULLY GROUTED DELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOU CONCRETE FOUNDATION p a n
SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE.
STRUCTURAL STEEL (502205-502205) H ~ by m
1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMEN' E REQUIREMENTS HEREIN FOLLOWIN6 STANDARDS. H In N
~V INDICATED AND IN ACCORDANCE WITH THE REQUIREMENT5 OF THE FOLLOWI1,16 ST a, WHERE CONFLICTS OCCUR, THE MORE STRINGENT 5TANDARD SHALL APPLY, . hPPLY+ m Location map
M O CIRCLE INDICATES ONE MILE RADIUS
RESIDENTIAL CODE OF NEW YORK STATE E"I Sinclair/Schiff Residence 8425 Nassau Point Rd assau Point Rd Cutchogue, NY 11935
g U BUILDING CODE OF NEW YORK STATE
WILDINGS AND STRUCTURES 452.61' n
THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND SHALL BE IN ACCORDANCE WITH EITHER, THE AISG) LOAD AND RESISTANCE FACTO STANCE FACTOR DE516N
'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGIS (AISG-LRFD), AISG 5PEGIFIGA 15C SPECIFICATION FOR 150.48 ASO) OR AISG SPECIFICATIONS 7 j {
-ALL HABITABLE RROM5 SHALL BE PROVIDED WITH A6612E6ATE GLAZING AREA OF NOT LESS THAN . STRUCTURAL STEED. BUILDIN65-ALLOWABLE STRESS DESIGN ( v 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, ' FOR THE DESIGN L STEEL HOLLOW STRUCTURAL ISEGTIONS (AISG-H55). WHERE F 455). WHERE REQUIRED, THE 5 05°
DOORS, OR AISG = DOORS, LOUVERS OR OTHER APPROVED OPENIN65 TO THE OUTDOOR AIR. SUCH OPENIN65 SHALL BE SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE: IN ACCORDANCE WITH THE E F; ADr i WITH THE ADDITIONAL NASSAU 4400 E +i e~~l a
t PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING PROVISIONS 16 BF 2212. OCCUPANTS. THE MINIMUM OF-ENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE POINT ROAD I I~ I I I I IIi,I III I I I i 1'P it I I. ' „~I
U FLOOR AREA BEING VENTILATED. (R505.1) A1,15I1AW5 D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. ON. I + I ~ illl",.
*EXCEPTION, - 7 FIELD ASSEMBLY. FIELD i; l i TI
THE GLAZED O PROVIDED AND Y ARTIFICIAL NOT LIGHT I5 PROVIDED INHERE MECHANICAL FR PRODUGN6 N AVERAGE VENTILATION 15 2; ''ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD A55EF GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAW ON THE DRAWIN65. ALL ° u 1
ILLUMINATION OF 6 FOOTGANDLE5 (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF FRAMING MEMBERS SHALL CARRY AN EASILY VISfIBLE IDENTIFYING MARK, EITHEF 50" ABOVE THE FLOOR LEVEL. (R505.I, EXCEPTION 2) STENCILED OR PAINTED. MARK, EITHER STAMPED, ' 'a TI I ho II ' lul,',
- PROVIDE IIO CFM MECHANICAL VENTILATION IN BATHS WITH NO VENTING WINDOWS. (85053) 1 I Iv
5. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTrS SHALL BE MACHINE BOLTS G THINE BOLTS GoNFORMIN6 I I, SITE PLAN ININ65. THE FAYING SURFACES N~ i?
TO ASTM SPECIFICATIONS A525 OR A450 AS SK1OWN ON THE DRAWINGS. THE FA OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DI 1 BURRS OR DISTORTIONS. SCALE: P=40p I
100 111
General conditions ALL BOLTS SHALL BE ELEGTRO-ZING PLATED. 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-56 (FY = 56 KSI) SITE INFORMATION AS TAKEN FROM SURVEY 7, PAT T. SECGAFIGO, LS., DATED NOVEMBER 2T, 2012 - i 1 BE 5/4" AND ASTM A-525 I. ~~i I I II ~ I !lp
1. ALL DESIGN, FABRICATION AND CONSTRUCTION AND LOCAL COPES SHALL CONNOTED IN BUT NOT LlMr WITH ii.'rl~l II I I I I il'_I ~,VI
o APPLICABLE FEDERAL, STATE TE AN LOCAL CODES AN ORDINANCES INCLUDING BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL WELDED OR 1301-TED, BOLTS BE 5/4" AND K AND MEET AISG
FOLLOWING,WFGM 2001 AND MEET AISG SPECIFICATIONS, , SECTION 1.16, WIELDS TO ETOX X AND MEET A REVISION.
E -RESIDENTIAL CODE OF NEW YORK STATE 2010 SPECIFICATIONS, SECTION LIT. ALL SPEGIFIGATIONIS TO BE LATEST REVISION.
-ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010 6. ALL WELDING SHALL BE DONE BY LICENSED WELWER5. D -MECHANICAL CODE OF NEW YORK STATE 2010 Revisions;
ell, GAG 1-11F MI W YARIC 4TATF '1010 - . . u - -~..,-u.-.. --.,1 -/.C11 •Di w+ziw eA OCn IiTIC AI OCAIIIOCAACAITG "
ALL ORAWINfi5, 5PELIFI AND EOFIO THEREOF FURNISHED OT THE ARLHITEOT ARfA E"NOREMAIN E TY LF AFLNNELi, THfY ME i0 6E OSEO ONLY WI1N pFSFELT TO 1X15 MIT 70 IS ROR ARE
WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. I ALL s ?ct. vv r :mn~~ vc vc v,¢v , v v t2 HETER STEEL BOLTS AT 16" O.G. TNT 10 9E USfp ON A ANY OTHER FROhOT. 5.941Y510N OR pI5lR19RI0N t0 MEET OFFILI Al AL REWLANO AiORY
2, THE GENERAL CONTRACTOR IS RESPON5IELE FOR COORDINATION OF WORK WITH ALL TRADES 50 THAT 8' TALL STEEL AG ERED.LITGH PLATES TO BE THROUGH BOLTED WITH 5/5" DIAMETER STEEL E o NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. on 0.1 03 04 06 111 1 13 14 RSOURfMENT50R FOR OTHER FIRPO5E51N llAWFGTION KTH THE FPOhLi 151bT TO BE CG151WE0 A5 FN I IN PER06ATION OF THE ARLHIIFLP5 U ON LAN LOMRI6H10R OTTER RESERVEp RIbHiS
5. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND A55UMES NO
RE51-ONSI15ILITY FOR CONSTRUCTION ACTIVITIES. SHALL
AND AIN, PRESENT PAY FOR AL r 4 TOEGONDUGT CONTRACTHE WORK ANDTGOMPLETE THIS GONNTRAGT. THE CANTRAGTORLSHALI- OBTA N THERY 5'TRUGTURAL LUMBER (8502 8602 R950.2)
T I I PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I, ALL FLOORS, WALLS, CEILINGS R ROOFS SHALL BE DESIGNED AND CONSTRUCTS[ CONSTRUCTED IN Abbreviations & Symbols Area calculations CODE OF NEW YORK STATE Existing Conditions
N BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLE5 FOUND IN THE RESIDENTIAL CODE OF NEW m CIVIL AGENCIES HAVING JURISDICTION THEREOF. - OR IN ACCORDANCE WITH AFl PA / ND5 AND ASCE-1. ARKS Sinclair-Schiff
E UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL ALUM ALUMINUM ® DESCRIPTION AREA REMARKS "TER WITH THE FOLLOWING BF BI-FOLD EARt !a\ 5EGT/DTL # EXISTING FIRST FLOOR 7,565 5F
BE MADE, THE CONTRACTOR SHALL FURNI5H THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRICTION GRADE M2 OR BETTER WITH THE F BRNS F 5EARW6 GONST. NOTE O8 -
° OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM 5TRE55 GRADES, 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS " BENDING STRESS FB • BASE. 015 ADJ, II0'1 PSI GJ CEILING JOIST SHEET k EXISTING GAIRAOE 445 5F GK CHECK ~p Residence
O PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED GLN6 CEILING EXISTING SCREEN PORCH 415 5F GO GLEAN OUT / GAGED OFENIN6 5n DEMO NOTE DTL k
. SHEAR STRE55 FV • 95 1-51 BY THE ARCHITECT 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E• Lb X 10° P51 GONT CONTINUOUS # SHEET k EXISTING C017TA6E 5"I9 5F 8425 Nassau Point Road
STANDARDS. THE C.ONTRAGTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER 5 ALL FRAMING BRACKETS AND ANCHORS SHALL BE IG GAUGE GALVANIZED STEEL BY ED STEEL BY SIMP50N OR EQUAL. OT COLLAR TIE CMU CONCRETE MA50NRY UNIT EXISTING SHED 141 5F , r 1.r Cutchoge, New York 11935 i H, :P
` ON COMPLETED WORK, OR WORK IN PROGRESS. D DRYER 02 DOOR TA6 # INT. ELEV. k TED PRESERVATIVE (PTP) TIMBER. DIA DIAMETER # SHEET k
3 1. THE CONTRACTOR SHALL A55UME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4, ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVA' WHERE NECESSARY OR WHERE GALLED FOR IN THE DRAWINGS.
B. ITEMS 5USTAININ6 DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMENSION LUMBER SHALL II IDENTIFIED BY A GRADE MAR A GRADE MARK OR A DJ DECK J015T ~ NED BY AN ACCREDITATION DW D 15H WA5HER V WINDOW TA6 en
pYRTHAT SCOMPLIE5 RADINS OR INSPECTION WTH DP AGENCY THAT HAS, BEEN APPROVED BY AN Aa REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER REVISION EW EACH WAY m U~HFIFIQATE LPA Architects, LLP
CONTRACTOR'S EXPENSE. FAI FRESH AIR INTAKE Q, FF FINISHED FLOOR
q. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR FJ FLOOR JOIST ARCHITECTURE PLANNING i,
FR FIRE RATED www,lpa-plans.com
AS A RESULT OF THE WORK, THE ALL EAR ANY AND ALL TOR COSTS H ASSOCIATED LL. REPAIR R RREPLAC DSID TDNUAGED MEMS. THE HE PLUMBING AND HEATING WORK (P2502 8 8303.82 CONTRACTOR H TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 1. PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CC PING, SHALL CONFORM TO 6ALV GALVANIZED ITS OF THE GM GYPSUM WALL BOARD MINIMUM PIPE INSULATION SHALL COMPLY W/ T COMPLY NV TABLE 504.5 OF THE ENERGY
10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMI5E5 AND ITS ALL LOCAL, COUNTY 4 TOWN OF THE STREEGU NEW MENYORK.TS; THE REQUIREMENTS OF THE RE51DENTIAL CODE AGENTS OR REPRESENTATIVES. - HT LHEIGHT AMINATED VENEER LUMBER Riser diagram (no scale) CONSERVATION CONSTRUCTION CODE OF NY5. LVL 00DE OF Ni LemrI Paul AEROgaIeF, Architects LLP
MEM MEMBRANE ns 21 Greeley Avenue Sayville, NY 11782
II. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ~ ACCEPTANCE OF THE TERMS 5PECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS 15 5'fRIGTLY PROHIBITED UNDER LAY rFV UNDER LAW. M1,61D MANUFACTURED NTS NOT TO SCALE _ Tel: 631 589 2914 Fax: 631 589 6935 4
AGREEMENTS BETWEEN OWNER AND CONTRACTOR. INSULATED, O.G. ON CENTER APPROVED ASNOlED3z'l d pa - plans.com
12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL S. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED, FC POURED CONCRETE DATE / J/teB P.
UTILITIES, ALL SUPPLY, WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS F MODIFY AS REQUIRED TO BE PTF FRE55URE TREATED FRE5ERVATIVE D,
15. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF JIREMENTS OF THE R RISER RD ROOF DRAIN fE. REF REFRIGERATOR FI FEE 7,3,2--BY UNAUTHORIZED ALTERATION
FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. REQ'D REQUIRED N1 NOTIFY BUILDING D PARTMENT LT OF ANY ITEH ON THIS DocuneNT is ARC 5 A VIOLATION OF
14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS < PAY ALL FEES REOL %LL FEES REQUIRED FOR RR ROOF RAFTER 7E 5CDH5 SUFFOLK COUNTY DEPARTMENT F( 755-1802 8 AM TO 4 PM FOR THE NEA YORK STATE LAIN FOLLOWING INSPECTIONS. Issue Date, N kpH ~iC,~
15 ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT HIS WORK. OF HEALTH SERVICES 5H SHOWER 1 1 FOUNDATION - TWO REQUIRED OCT 0 9 2013
AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED 5K SINK FOR POURED CONCRETE
CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT of THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC, AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED T TREAD 2 T5 TERMITE SHIELD 2 ROUGH- FRAMING, PLUMBING,
LAND FILL SITE BY LICENSED GARTERS. ELECTRICAL WORK ( E3301) TYP TYPICAL STRAPPING, ELECTRICAL & CAULKING Project Date; 3 INSULATION SEPT 2012 b
16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. OR EQUAL . ALL WINDOW TYPES AND 51ZE5 SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. I. UON UNLESS OTHERWISE NOTED 9 7F THE RESIDENTIAL CODE OF VIP VERIFY IN FIELD 4. 4, FINAL- CONSTRUCTION& ELECTRICAL
WINDOW GLAZING SHALL BE H16H PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLASS INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RE5IDEI 'OR CO. AND ALL W WASHER MUST BE COMPLETE FOR C 0 Scale ~
SCREENS WITH ALL NEW WINDOWS. NEW YORK STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND f APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERM ALL PRIOR F THE STARTI IT. V OE CONTRA AND CTOR 'AIN ALL PERMITS AND PAY {Yv WITH A ,VE THE INSTALLATION WH WATER HEATER ALL CONSTRUCTION SHALL MEET I"HE AS NOTED
SHALL SHALL CHECK ZE H M EF FWITH THE IN II NIT S OTHESE PUNS AND MAKE WORK OF ALL FEES REQUIRED FOR H15 WORK. THE CONTRACTOR SHALL HAVE THE INSTAL INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRIT IRE UNDERWRITER5 MM WELDED WIRE MESH R REQUIREMENTS OF THE CODES OF NEV YORK STATE NOT RESPONSOLE FOR Project # Drawn, Sheet
AGREE WITH SAME. ASSOCIATION AND SUBMIT A CERTIFICATE OF FIhVAL APPROVAL BY THE INSPECT Y T THE INSPECTION AGENCY DESIGN OR CONSTRUCTION ERRORS, 12039 W1B
IB. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS UPON COMPLETION. WALL LEGEND ~
INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL To FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DR GATED ON DRAWI1,165 AND IN i-__--a EXISTING WALLS Job: Check. A-1
^ RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES, =ES, REMOVED incar-cKMP COVER
19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 3E SELECTED BY THE OWNER. EXISTING WALLS
20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 5UPERBEDE SCALED DIMENSIONS, 5. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED E
" 21. IT 15 THE INTENT OF THESE DRAWM65 TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT NEW WALLS
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12039 WJB A-2
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ARCHITECTURE PLANNING
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ELEVATIONS