HomeMy WebLinkAbout30676-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32060 Date: 12/11/06
THIS CERTIFIES that the building ADDITION
Location of Property: 1905 FAIRWAY DR CUTCHOGUE
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 109 Block 5 Lot 14 .20
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 28, 2004 pursuant to which
Building Permit No. 30676-Z dated SEPTEMBER 30, 2004
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 COVERED FRONT ENTRANCE TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to EDWARD & CHRISTINE VIOLA
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
Authorized Signature
Rev. 1/81
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Form No.6 —� (,vs.,y„=t,...-4;�,
TOWN OF SOUTHOLD
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 use:
I. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topograpluc 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 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 $2407Nterations 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 - $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 1105- FGoral
(JL`
House No. / Street �y� Hamlet
Owner or Owners of Property: `�W�� t 61 �w�5�/VE. �l0L-/y
Suffolk County Tax Map No 1000, Section 10q Block s _ Lot
Subdivision �f2G1/�j' /��`� � Filed Map,_ Lot: _
Permit No. 6 Date ofPern it. � ��' �Applieant:_
Health Dept. Approval: _ �/ j`� Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 25
l0
Applicant ' ature
C0-2--3)000
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. 30676 Z Date SEPTEMBER 30, 2004
Permission is hereby granted to :
E CONCAGH (VIOLA)
PO BOX y 1()
CUTCHOGUE, 11935
for
CONSTRUCTION OF A COVERED FRONT ENTRANCE TO AN EXISTING SINGLE
FAMILY DWELLING AS APPLIED FOR
at premises located at 1905 FAIRWAY DR CUTCHOGUE
County Tax Map No. 473889 Section 109 Block 0005 Lot No. 014 . 020
pursuant to application dated SEPTEMBER 28 , 2004 and approved by the
Building Inspector to expire on MARCH 30, 2006 .
Fee $ 150 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
k:"ol -
DATE INSPECTOR
OF SouTyolo
3 �De
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ v4RAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: Z��A � -
o�.
DATE 702-005--INSPECTOR 4 r
76"
765.1802
BUILDING DEPT.
-NSPECTION
[ -�OUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS.
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DATE l � �' INSPECTOR
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FIELD INSPECTION REPORT DATE COMATENTS
cm
FOUNDATION(IST) J �
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FOUNDATION(2ND) <
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ROUGH FRAMING& to
PLUMBING y
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
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 A1( 4
SOUTHOLD,NY 11971 4 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey ✓
www. northfork.net/Southold/ PERMIT NO. U 6 76 Check '✓
Septic Form
N.Y.S.D.E.C.
Trustees
Examined d F ,20 0),d Contact:
Approved V30 20 U'/ Mail to:
Disapproved a/c
Phone:
Expiration y3 30,200,6
1 Building Inspector
$E¢ Z B L11�4 APPLICATION FOR BUILDING PERMIT
Dater Z� 20i9q
lJ INSTRUCTIONS
�"is 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 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of aWicant or name,if a corporation)
)7P 6N 4,7;7ig IqAMW
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
01A N 6-4Z
Name of owner of premises 1'_:DW14J2,_b GSJ7/IP� V l�L�
(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 LicenseNo?Z1
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
/qo5" FAIrWi y' p
House Number Street Hamlet
County Tax Map No. 1000 Section /01 Block 5 �, 1' F ��•ZD
Subdivision fA/,' W,"rK 5 Filed Map No. Z0 t .',Xhi1,01
-�GOIIFE
(Name) JUS,8I higttA zeiityt3 ;tiwaueo�
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 � E
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
t/
4. Estimated Cost / Fee (Description)
(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 ;7- pp
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A/A
7. Dimensions of exis ' tg tructures, if any: Front 4 Rear / Depth X70
Height 25 - Number of Stories .2--
Dimensions
Dimensions of same structure with alterations or additions: Front �9 Rear �
9 '
Depth 43" I* Height -5"Z— Number of Stones
8. Dimensions of entire ne construction: Front /y q Rear Depth ,
Height 127 ' ('7 Number of Stones -2=
9. Size of lot: Front �S '—Rear-7-6L Depth !�S
10. Date of Purchase 8 �� Zen-/ Name of Former Owner GOND 6
11. Zone or use district in which premises are situatedS� n2�
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES_NO ✓Will excess fill be removed from premises? YES�.f-G NO
1/�0�� 7�-
14. Names of Owner of premises Address -0 VE Phone No. 77T 7/9U
Name of Architect Address ne 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 1,-�
* 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.
STATE OF NEW YORK)
SS:
COUNTY OP,,UO '
Labeing duly sworn, deposes and says that(s)he is the applicant
(Name of individup�si, ' g contract) above named,
(S)He is the `Orli
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
SrFm tp before me this
1�
dAy of 20
Notary PLVjk SignakT67e of Applicant
uIrl
MIC01 �
TOWN OF SOUTHOLD PROPERTY,,`RICORD CARDM,�
1L) Cc - /O _s- /S/ a
OWNER STREET VILLAGE DIST. SUB. LOTe
�b64 Co CA614 plRw � D t�� 2 v .��-1,
FORMER OWNER N E ACR. ('
i a ✓v1 " C '1 W "
S W TYPE OF BUILDING
..�GLIh•u,Q.. r,_ - � � 1 � �Na� o
:ES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value _
LAND IMP. TOTAL DATE REMARKS pp
8ga 'P00 a1/317f1 6,/2 $ 7 B1AlEk. F3j 2 &h Pv7-. w EC ' Ooo
/6vu lGuo
/0//7/ 77 s ,SoLD f; o00 ;lf F R MS -7;ve, o W, Co,MC AGN�WF
`ldo SLoo /t z 14-C i9 -e—, r ✓arcn� h ✓.e 4,
eF&v G 6 410--a ?/t4
illable FRONTAGE ON WATER
/oodland FRONTAGE ON ROAD
%eodowland DEPTH
louse Plot BULKHEAD
otal
MM
MENES ■■■■■■■E■■■■■■■■■■■
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■■NOME■■■■■N■■■ NESE■■■■■■■■S
Basement
DineExt. Walls ■
�� Fire Place
G®:�E! ANALYSIS SENERAL G®NS7RUr..,7I0N N07E!S
OCCUPANCY: I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE V A I L I NC7 SCff-TT�y/
Resldentlal R3 BUILDING CODE; ALL WORK SHALL ALSO CONFORM TO THE REQUIREMENTS OF
ANY OTHER CODES AND AUTHORITIES HAVING JURISDICTION, THE 6ONTRAGTOR
REFERENGE STANDARDS- SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, INSPEGTION, JOINT DESCRIPTION NUMBER OF NUMBER OF
RESIDENTIAL CODE OF NEW YORK STATE CERTIFICATES AND TESTS.
WOOD FRAME CONSTRUCTION MANUAL AF B PA 2. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF I T.S.F. ESEARING COMMON NAILS BOX NAILS NAIL 5PAGIN6
R O O � � � � � � G
CLIMATE ZONE: IIB CAPACITY; GONTRAGTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING
DEGREE DAYS: 5150 5TRATA VERIFIED IN THE FIELD. RAFTER TO TOP PLATE (TOE-NAILED)
3 - 8d 3 - IOd PER RAFTER
DECKS: LOADS: 3. ALL MMEND T WORK SHALL CONFORM TO REQUIREMENTS AND CEILING JOIST TO TOP PLATE (TOE-NAILED)
DECKS: 40 PSF RECOMMENDATIONS OF AGI-301-qb "SPEGIFIGATIONS FOR STRUCTURAL 3 - 0d 3 - IOd PER J015T
ATTI65: 20 ESE CONCRETE FOR BUILDINGS" (FG'=3000 PEI); ALL EXPOSED 5LAB5„6ARA6E CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT)
ROOMS OTHER THAN SLEEPING ROOMS: 40 P5F SLABS, AND STEPS SHALL BE 3500 P51 AIR-ENTRAINED. REINFORGIN& STEEL RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d
4:12 Il - I6d Il - 40d
4
SLEEPING ROOMS: 30 ESE CONFORM TO A5TM A-615 GRADE 60. 5112 14 - Ibd 14 - 40d
STAIRS: 40 PEE . ALL FRAMING MEMBERS SHALL BE DOUG-FIR LARCH (FB = IOBOP5U; PROVIDE (2) 2X8 1`12 10 - Ibd 10 - 40d EACH LAP
ROOF: 45 ESE GROUND SNOW LOAD
HANDRAILS: 200# q:I2 AND GREATER B - Ibd 5 - 40d
HEADER OVER ALL WALL OPENINGS, UNLESS OTHERWISE NOTED.
BASIC WIND SPEED: 110 MPH (3 SECOND GUST) 5, CEILING JOI5T LAPS OVER PARTITION (FA6E-NAILED)
MICRO-LAM GIRDERS (ML) SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,D00 RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d
UPLIFT: 18.1# P51. FB = 2,800 PSI, AS MANUFACTURED BY TRU5-JOIST MGMILLAN. 4:12
DEAD LOADS: 10 EST 5:12 Il - I6d Il - 40d
DEFLECTION LIMITS 14 - 6d 14 - 40d I
6. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL WALLS AND UNDER 7 2 8 - Ibd 8 - 40 EACH LAP
BATHTUBS. PROVIDE 51MPSON HANGER q,12 AT ALL FLUSH STRUCTURAL q:I2 AND GREATER
RAFTERS WITH NO FINISHED CEILING ATTAGHED: L / 180 LOAD BEARING GONOITIONS.
FLOORS: 360
DOLLAR TIE TO RAFTER (FA6E-NAILED)
1. ALL GONGRETE BLOCK SHALL CONFORM TO A5TM GIO; MORTAR SHALL BE TYPE "M” RAFTER SLOPE: 3:12 7 - IOd 1 - 12d
4'12 2d
8. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG 5:12 4 - I6 - IOd 6 -Od q - I2d PER TIE
"SPEGIFIGATION5 FOR DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL 6:12 AND GREATER 4 - IOd 4 - 12d
��JJ y FOR BUILDIN65". STEEL SHALL CONFORM TO ASTM A-512 (GRADE 50) AND A-501 BLOCKING TO RAFTER (TOE-NAILED)
A5PHAL7 R®®� ST-I I N64� N® F.5 q. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEG AND UNDERWRITER5 2 ' 8d 2 - IOd EACH END
BORATORY REQUIREMENTS.
RIM BOARD TO RAFTER (END-NAILED) 2 - Ibd I 3 - Ibd EACH END
1. ASPHALT ROOF 5HINGLE5 SHALL HAVE SELF-SEALING STRIPS OR SHALL BE 10, PRE-FABRICATED FIREPLAGE5 AND FLUES SHALL BE UL APPROVED. 6X6 GGA P05T 51MPSON POST BASE L L N G
INTERLOGKING AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM 0-225
OR D-3462 11. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN
TOP PLATE TO TOP PLATE (FADE-NAILED) 2 -Ibd 1 2 - I6d 1 PER FOOT
2. ALL FASTENERS FOR ASPHALT ROOF 5HINGLE5 SHALL BE GALVANIZED STEEL, ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS, NUIL7-UP 10"
STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. FASTENERS SHALL BE 12, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING WOOD POST TOP PLATES AT INTERSECTIONS (FADE-NAILED) 4 - Ibd 5 - Ibd JOINTS -EACH SIDE
MINIMUM 12 GAGE 5HANKED WITH A MINIMUM 3/8" DIA, HEAD, AND OF SUFFICIENT GONSTRUGTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR STUD TO STUD (PAGE-NAILED)LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE SHEATHING, DISCREPANCIES BEFORE PROGEEDIN6 WITH THE WORK. IF ANY QUESTIONS ARISE 2 -Ibd 2 - Ibd 24" O.G.
3. ASPHALT ROOF 5HIN6LE5 SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS BEFORE OR DURING GONSTRUGTION AS TO THE INTENT OR DETAILS OF THE HEADER TO HEADER (FAGE-NAILED) I6d I6d 16" OG ALONG ED6E5
REQUIRED BY THE MANUFACTURER, DRAWINGS, THE CONTRACTOR SHALL GALL THE ARGHITEGT FOR GLARIFIGATION
4. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SEGUREO AND/OR INSTRUCTIONS. IF THE GONTRAGTOR FAILS TO FOLLOW THE ABOVE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - Ibd 2 - 40d PER STUD
TO THE ROOF WITH NO LE55 THAN FOUR (4) FASTENERS PER STRIP SHINGLE PROCEDURE, HE SHALL ASSUME ALL RESPONSIBILITY FOR THE CONSEQUENCES OF
OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. H15 ACTIONS AND/OR DECISIONS. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOGKING 1
5. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX (6) FASTENERS PER ° ° (FA6E-NAILED) 2 - Ibd ,22 - I6d 1,2 PER FOOT
SHINGLE WHERE THE SAVE 15 20 FEET OR HIGHER ABOVE GRADE OR WHERE 13. THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION
THE BASE WIND SPEED IS 120 MPH OR GREATER. WORK TO INSURE COMPLIANCE WITH THE CONTRACT DOGUMENT5. L 0O R ,M N
Oo o �o 0 0 0 J015T TO SILL,TOP PLATE OR 61RDER (TOE-NAILED) 4 -8d
a 4 - IOd PER JOIST
BRID61N6 TO J015T (TOE-NAILED) 2 - 8d 2 - IOd EACH END
4 BL06KIN6 TO JOIST (TOE-NAILED) 2 - 8d 2 - IOd EACH END
d
5LO6KIN6 TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - Ibd EACH BLO6K
NOTE: LEDEER STRIP TO BEAM (FAGE-NAILED)
3 - Ibd 4 - Ibd EACH J015T
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - ad 3 - IOd PER JOI5T
THE DUTIES OF THE ARCHITECT AND HIS EMPLOYEES OR A6ENT5
SHALL TERMINATE WITH THE COMPLETION AND DELIVERY OF 10" DIA. GONG FOOTING ° BAND JOIST TO JOIST (END-NAILED) 3 - Ibd 4 - I6d PER JOIST
WORKING DRAWINGS. THE ARCTION OF
IS NOT RESPONSIBLE FOR SET 36" BELOW GRADE MIN. c BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - Ibd PER FOOT
SUPERVISION OF CONSTRUCTION OF THE PROJECT, NOR DOES THE SET ON UNDISTURBED 501E
ARGHITEGT HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR
THE CONTRACTOR UNLESS NOTED OTHERWISE, IN WRITING. S H E A T H I N �7
STRUCTURAL PANELS, PANEL INTERMEDIA
THE RLHITOFT SHALL NOTTRA T RESPONSIBLE FOR THE CTO OR EDGES SUPPORTS
OMISSIONS OF THE CONTRACTOR OR ANY SUB-60NTROYEES OR ANY INTERIOR ZONE 5 ad IOd 4" 6„
OF THE CONTRACTORS OR SONS ERFORMIN6TRArTOP'S EMPLOYEES OR PERIMETER EDGE ZONE 5
AGENTS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. SIMPSON L5TA-36 8d IOd 41: 4„
® EACH RAFTER GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" V
2x RIDGE
G E L N G S H E'. A T H I N C,
SIMPSON GYPSUM WALLBOARD
H2 Sd COOLERS Sd COOLERS l" EDGE / 10" FIELD
2 x RAFTERS ® I6" MAX HURRICANE
CLIP ® Ib" WALL S H EA T H I NS
STRUCTURAL PANELS/HAR OARD PANEL INTERMEDIAT
EDGES SUPPORTS
INTERIOR ZONE 8d IOd 4�. 6��
4' EDGE ZONE 8d IOd 4" 6"
FIBERBOARD PANELS:
l/16" bd 3
25/32" 8d3 3" EDGE / 6" FIELD
3" EDGE / b" FIELD
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS l" EDGE / 10" FIELD
RIDGE DETAIL RAF7ER/70F (LATE PARTICLE BOARD PANELS 8d I8d SEE MANUFACTURER
GONNEGTION DETAIL P L O O f 5 H E'. A 7 H I N D
5TRUOTURAL PANELS:
I" OR LE55 8d IOd 6" EDGE / 12" FIELD
GREATER THAN I" IOd Ibd b" EDGE l b" FIELD
®NN �� I ®N � � ISS NAMING N®7ES
I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL
1 5GALE - NONE 5HEATHIN6 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT5
FOR 5TRU6TURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED
TO MAINTAIN THE LOAD PATH,
2. WHEN WALL SHEATHING 15 GONTINUO05 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE
PERMITTED TO BE REDUCED TO I - Ibd PER FOOT.
3. CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 GAGE 5TAPLE5 ARE PERMITTED;CHECK IBC FOR ADDITIONAL
REQUIREMENT5.
4. ALL QUANTITIES ARE BASED ON 16" OT 5PA61N6 FOR RAFTERS, JOISTS AND 5TUD5.
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDIN6 4 FEET ON EACH SIDE OF THE
ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED.
GlsIM�TIG G�®Gt� �P # IG DrzSI6N CR71ERIA
GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER GE 5HEILD
5NOW (SPEED IN DESIGN DE516N UNDERLAY- ' FLOOD
LOAD MPH) GATEGORY WEATHER- FROST LINE TERMITE DECAY MENTREQUIRED HAZARDS
INC DEPTH TEMP. REQUIRED
WA PER MOD. TO SLIGHT TO I I g APPROV D AS NdT—EID
d'-91pESE R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 114
.n: s�', ' 45 �
`.,rPCC DA E: E�f'o S.P.VA
' AIA, iGLL(`r"i 1 -_ FEE: - BY: 41,
CIS UNLAWFUL i : .. ' " GHALL NOTIFY BUILDING DEPARTMENT
ITHOUT MEET " 3OFTHe
1 r ': ^p FOLLOWING
2 G IN TO 4 PM FOR
. . . - -CERTIFICATE E CC -- , ,,, „cVr r UH STATE. FOLLOWING INSPECTIONS:
Nemschick Silverman Architects P.C. �PED.PgT DATE. .....
FO ROURMOMIRET8
PORCH ADDITI0/1 TO: 2. RO H • FRAMING & PLUMBING
_ - nly FAIRWAY FARM,) C_--1TIFICATr� SPT 16LATION �'A04-1045
L_ NAIG.h f`.I,G T ALE. DS
735 Deertoot Path, Cutchogue, New York 11935 v vv� CUTCFIOGUE, NY 119.55 C 0NNE TIONS FR
C.O.
Phone : Gww.n ms Fax erma34-7347 %-I6-NL�uIHED. RUC71ON S ET E
http://www.nemschicksilverman,com ^yA rvo.JY ut5 +OPS
EM NTS
OF THE ES OFN��IVY
F pF N�.g DISTRICT, SECTION: BLOCK. LOT'. DRAWN BY. E. NOT RESPO 'SIC F�q
FLOOR PLAN/NORTH 1000 109 OS 14.20 NOT
ERRO S.
I
I
A
A-2 O
I �
z � z
VERIFY ROOF SLOPE, MATGH FOR FRONT n
PORCH. ————————— EQUAL EQUAL I
---T EQUAL EQUAL
NEW I X TRIM, COLOR TO BE SELECTED 1
BY OWNER, I
REMOVE EXISTING TRIM AND REPLACE W/ L------ -------- ____ _ ----- -
I
NEW, COLOR TO BE SELECTED BY OWNER - T- ----7---------7--- --- ----- _ ---- --- -- - -
REMOVE EXISTING SHUTTERS AND / I I W j
REPLACE W/ IX4TRIM, COLOR TOBE 1 � L____ - - ----- - z
SELECTED BY OWNER. q z
-- - - - - - --- RL I o O O s o
N N 7,11 N 1 A-- -- - -----
NEW F=RONT PORCH ADDITION
NOTE: L8 1 N 2x8 I' N I N O r[ q
VERIFY LOCATION OF EXISTING - -� - - I -�'' 16"0,6. MAX 1 N /6106,14AX -- --- - -- r- - - 0
UNDERGROUND UTILITIES PRIOR START OF _ TYP. 2x8 I 5EE5E6T WI 5EE5E6T"A" TYP. 2x8
GON5TRU -
CTION. (VIF) 1 --- 012" 0O--- x FOR5PA6IN61 FOR5PA6IN0 N --0 12' 06 — - - -
fi-
- -
_
6" CCA � ' r--- - - - -- -- -- - - - GONG. PIER to
- POST 1 _ TTP.
TOP OF SECOND FLOOR
— — — =
ELEV. + 8'-11" +/- ® v PLANTER - -
- — — 73 - TOP OF PLATES 8'
ELEV, + 8'-0" 0 51- 11 PLANTER
LL
N �
� >LL- q "
� L- _B, ❑ L °
,2 I I I I
= N i
b -O„
Q w
TOP OF FIRST FLOOR
- - - ELEV. - 1'_0't �FRON7 Nfi�Y' PLAN (FVC H A�� 1 T ®N ONLY)GRADE � j ELEV. O'-O"TOP OF GRADE (APPROX. - V.LFJ /8"=1'-O"
m
m NEW TRIM WORK AT EXISTING DORMER
� (TYP. BOTH FRONT DORMERS).
J u X } VERIFY EX. DORMER ROOF SLOPE, MATCH
II II W
FOR FRONT PORCH.
NEW I X TRIM, COLOR TO BE SELECTED
BY OWNER (TYP.)
— — — — — EXISTING WINDOWS TO REMAIN. (TYP.)
NEW I X 2 PERLINS O b" O,G., COLOR TO
NEW FRONT PORCH ADDITION EXISTING STRUCTURE TO REMAIN
BE SELECTED BY OWNER. (TYP.)
NEW 2 X FRAMING-5EE PLAN FOR ALL
IPI \\ // A �J ^ �/ �\ EXACT SIZES, COLOR TO BE 5ELE6TED
W ET (� � ) LE Y A71 ®N (F®RCH A�� I7I ®N ®NL1 ) BY OWNER. (TYP.)
0EXISTING BRICK FACING TO REMAIN. (TYP.)
Ej
NEW TUSCAN STYLE 10" X 10" POST,
AE] COLOR TO BE 5ELEGTED BY OWNER.
A-2 (TYP)
NEW WOOD SHUDDER, GOLOR TO BE
SELECTED BY OWNER. (TYP)
NEW BRICK AND SLATE PATIO, COLOR TO
BE 5ELEGTED BY OWNER. (TYP,)
�'',,,',6py. SECOND FLOOR
Pl
jj0- T
TOP OF PLATES
/ DD " ELEV, + 8'-0"
❑ ❑ E NOTE: VERIFY GRADE HEIGHT TO FIN15HED
FLOOR HT. SPLIT DIFFERENCE TO 3 EQUAL
E]7STEPS. (VIF)
❑
1:711
❑ 7E] II II � II
Q
❑ ❑ II Q
TOP OF FIRST FLOOR
GRADE _ — — ELEV. - I'-0"t
ELEV. 0'-0"
TOP OF GRADE
NEW 10" DIAMETER REINF GONG. FOOTING
/ m AT 3'-0" BELOW GRADE, SET ON
L J L J / L J L J UNDISTURBED SOIL. (TYP)
®STH (rRONT) ELEYA71 ®N (P®RGH �iM;) 710N ONLY)
��' SCALE =
NEW 4X12 BOX HEADER.
�pEO AqC PROJECT TITLE: DATE', NSA PROJECT
FRO/VTPORGKADDITu;
emschick Silverman Architects P.C. c�•yt°"� NE+� "���, IONTO:
/SPT 16, 2004 /i A 04-1045
735 Deerfoot Path, Cutcho ue, New York 11935 - s FAIRWAY FARhy
9 * CUTCPIOGUE, NY 11955 SCALE: DRAWING No..
Phone : 631-734-7007 Fax : 531-734-7347 - � ,,,� ,. ,1
http://www.nemschicksllverman.com �r W.os�". you A/NOT�D A-01
_O q
P OF NES PISTRICT, SECTION, DAWN BY: I
FLOOR PLAN NORTF7 1000 109 BLOCK LOT R
05 14.20 R.W.N.
10°
1/2" 1 /2"
5 1/2"
Fairway Drive Wood
7 X asphalt roodv4oy
S88°38'20"L 175.01'
\ �V II
; ,
Q �
REA OF NEW WORK
F®57 :� 7XL
,
NOTE
FINAL TRIM TO BE A5 PER OINNER5 SELECTION
ARC,HITE6TURAL GRADE, 25 YEAR, — — — — ' — — — — — —
ASPHALT ROOF 5HINGLE5 AS PER T – -w--
OWNERS 5ELE6TIONbltu oUs
�\ min drlveW4y
I5# BUILDING FELT OVER 1/2" G.D.X.
PLYWOOD SHEATHING OVER 2x8 R.R. w I+
EQ EQ EQ EQ
NEW 2X8 ROOF RAFTERS EITHER w
SIDE OF IOXIO P05T
2 Story 12'
NEW ARCHED TRIM, 2X A/ }" COX PLY
EITHER SIDE, COLOR TO BE }-Mouse N I N Lot 26
SELECTED BY OWNER.
12
___ _____ ____
ce II-
BEAD BOARD SOFFIT
brlck Potlo hedge
}" COX PLY W/IX4 TRIM TO MATCH /
\ A
FRONT ARCH. all 6'-0" I'-4" SIDE YARD \ SIDE YARD
NEW 6 5Q. GGA P05T W/IX TRIM,
COLOR TO BE SELECTED BY OWNER 10" p'
(5EE DETAIL "DI" THIS SHEET).
41_4.. 11-01'
oo
0
13'_4" C X
O Lot 20 m
NEW BRICK AND SLATE PATIO TO BE SET ON 2" zj L — z
COMPACTED SAND ON 6" COMPACTED CONC. — — — — — — — •�-..__ _ _ _ _ _ _ _ _ _ _ _ _ z O
GRAVEL DRY MIX ON EX15TING UNDISTURBED 0
SOIL BELOW, TYPE AND COLOR TO BE SELECTED : w
BY OWNER,
i�
V
p
GRADE
NEW B" GONG. PATIO PERIMETER,
NVGULTERED FACE STONE, SET ON 6" C
COMPACTED GONG. GRAVEL DRY MIX ON
UNDISTURBED SOIL BELOW.
' Lot 25
N89012' 10"W 200.00'
2'-1 I/2" 6'-10" VIF
¢ ¢ I
I
Lot 21
NEW FRONT
PORCH ADDITION
EXI5TIN6
STRUCTURE �� � � �(n
TO REMAIN
SCALE = I"=2LL INFORMATION IS REFERENCED FROM SURVEY PREPARED ON 1-15.2004, BY JOHN G. EHLERS„ LICENSED LAND SURVEYOR,
PROJECT TITLE DATENSA PROJECT
Nemschick Silverman Architects P.C. �aED Aq0
' «.
�\5� allo FRONT PORCh ADDITIO/V TO: ,/1=PT 16, 2004 PJA 04-1043
7AIRW
-- ` ' CUTCAY UE, I SCALE' DRAWING NO.
735 Deerfoot Path, Cutchogue, New York 11935 + CUTCfIOGUE, NY 11935
Phone : 631-734-7007 Fax : 631-734-7347 v A,/'NOTI=D A_0
2
http://www.nemsehicksliverman.com 9Tc y°P DISTRICL SECTION, BLOCK OT DRAWN BY'OF ryR.W.N.
E'N
FLOOR PLM NORTfI 1000 Inc OS 14.20
T:!WT
Applioantf Date.
' Owners Name:,. 'Reviewed: '
Architect/ Date-
thiitteer: Submitted:
SCTM N:
t)islripl:J 0 Sectiolti: Block: •.35
Projeci Subdivision
Location: /Y �T-��-c T� �� ,_ _ Name:
Single&separate Required .—
ccrtlficauon: (ygS/b12.1
ars, -oP-q
.
%uiiu%U�s[rioi___ (1,01 size: -170iauaP A= (IA[cuvcaE4 Pra�xu��_ i
R94. ,.
(Trout Ware r Proposed:�,�„(• (Side Yard S Proposed: -vim-- I ( Y ud* Prolwce3
Project D'am iption: TQ��
REQMRft MR ELyWa Number
Suffolk County Health Mpt _
New York Stato, D. B:C.
Town Thu tees
Town Zoning Board approval: l
Tows Planning Board approval: l
Flood Piano Blavation 77?
Flood Zone:
raw . •i�r �i� ■ -