HomeMy WebLinkAbout26416-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28234 Date: 03/01/02
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 125 PRIVATE RD #31 SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 77 Block 3 Lot 12.1
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated FEBRUARY 3, 2000 pursuant to which
Building Permit No. 26416-Z dated MARCH 22, 2000
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, FIRE REPAIR AND ALTERATION TO AN EXISTING ONE
FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to EUGENE I HART & WIFE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 108103 01/15/02
PLUMBERS CERTIFICATION DATED 09 0/01 BURT'S RELIABLE, INC
Authorized S nature
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. 26416 Z Date MARCH 22, 2000
Permission is hereby granted to:
EUGENE HART & WF.
70 PINE AVENUE
SOUTHOLD,NY 11971
for
SCREENED PORCH ADDITION ALTERATION AND FIRE REPAIR AS APPLIED FOR
at premises located at 125 PRIVATE RD #31 SOUTHOLD
County Tax Map No. 473889 Section 077 Block 0003 Lot No. 012 . 001
pursuant to application dated FEBRUARY 3, 2000 and approved by the
Building Inspector.
Fee $ 221 .40
Authorized Sigliature
ORIGINAL
Rev. 2/19/98
Form No.6
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:
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). t
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 I% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B.- For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy
is denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre=existing Building- $100.00
3. Photocopy of Certificate of Occupancy-$0.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00
,Dat/e. ' % o�./
New Construction: Old or Pre-existing Building: I� (cher one)1 �
Location of Property: �i'ru
Ae-6
House No. Street Hamlet
Owner or Owners of Property:p rty: ��/1 UC��y�- /���-tom A�,67-
Suffolk
County Tax Map No 1000, Section Block Lot a
Subdivision Filed Map, Lot:
Permit No. ��. Date of Permit. Applicant:
Health Dept.Approval: _Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate _ Final Certificate: (check one)
Fee Submitted: $
4� �� l p� Aiplicant Signature
LONG ISLAND ELECTRICAL INSPECTION SERVICE, INC.
670 Middle Country Road • Saint James, NY 11780
Tel: (631) 265-3075
Naos, 1 /15/02 Application No.on File 10 81 0 3 Building Permit No.
THIS CERTMES THAT
our local district inspector conducted an inspection of the visible portion of electrical installation described below and introduced by the applicant named on the above
application in the premises of
Harte 70 Pine Dr. Southold, N.Y.
in the following locations; ❑ Basement jo 1st Fl. O 2nd Fl. ❑ Outside Section Black Lot
was examined on 10/24/01
Ek found to be in compliance with the current edition of the National Electrical Code.
❑ this certificate may be accepted as a'letter of Approval'that all circuits are in good working condition,not overloaded,and all wiring,fixtures and other electrical
equipment are in standard condition.
FIXTURES RANGES COOKING DECKS OVENS DRYERS FIHP FANS
SWATCHES RECEPTACLES GFI DIMMER INCANDESCENT FLUORESCEM KI.D AMT. SIZE AWT. SIZE AWT. SIZE • SIZE EXHAUST PADDLE
24 38 6 `0 1 , 1 5
DAY LAUNDRY HEATING EQUIP.MOTOR EXIT EMERG. SUB FEED TIMER TRANSFgiMERS AIC EQUIP MOTORS GENERATORS
AAtT. SIIE AMT. SIZE AMT, H.P. SIGNS LIGHT AMT. SIZE AMT SIZE AMT AMP TYPE AMT• H.P. no. SIZE
m
rn
F.
M
POOLS MICRO WATER HEATER SMOKE TRACK ELECT. SERVICE INFO
Fps DETECT LTG FEAT SINGLE MULTI CONDUCTOR NO,OF
ABV El TUB 1:1 AMT. SIZE AMT. SIZE .OF6 I FT. TYPE AMPACITY PHASE PHASE VOLTS
SIZE•TYPE METERS
z OH UG
P: eLQ ❑ roa El 6 X 200 X 1 240 12/0 CU 1 1
F
a
U) OTHER APPARATUS:
W This me fir b is not ionded as an approval or guarantee of electrical
Partial Renovation after fire efficiena�ODV�onh'�e��eq'�"entandInstallation asofdata.
W Upon to IrlTloduclon of additional equipment or alternations,application
shell be promptly made for inspection.
W 1 CO Detector
APPLcw:William Giardelli
27 MIlls La.
GE
Stonybrook, N.Y. 11790 " R
0
Z
WHITE-ORIGINAL COPY • YELLOW MUNICIPAL COPY • PINK-AGENT COPY •GOLD-OFFICE COPY
T
o��s�FfO�,r��oG
Town Hall, 53095 Main Road y Z Fax (516) 765.1823
P. O. Box 1179 Telephone (516) 765.1802
Southold, New York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE: 3d v
Building Permit No .
Owner:
(please print)
Plumber: ���s / '/� � � C ,
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of l% lead.
u ers Signatu
Sworn to before me this
.2 day of 19 200/
Notary Public, County
Nau6Y A. PESTER
:: , State.of New York
ti'935-Suffolk County
�.,; Expii,es Aug. 15, 02J
o�Do0f FOtIr
Town Hall,53095 Main Road Fax(516)765-1823
P.O.Box 1179 W ,? Telephone(516)765-1802
Southold,New York 11971-0959
X01 � Sao
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: EUGENE & ANNA HART
ONE GATEWAY DRIVE
BAY SHORE, N.Y. 11706
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
70 PINE AVENUE, SOUTHOLD, N.Y.
TAX MAP NUMBER - 1000-77-3-12 . 1
Pursuant to Section 45-13 of the Code of the Town of Southold,
New York, you are notified to immediately suspend all work and
building activities until this order has been rescinded
BASIS OF STOP WORK ORDER:
VIOLATIONS OF PROVISIONS OF THE BUILDING PERMIT.
INSPECTIONS WERE NOT PERFORMED IN ACCORDANCE OF
THE CONDITIONS OF THE BUILDING PERMIT.
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
WHEN ALL CONDITIONS FOR INSPECTIONS ARE MET.
Failure to remedy the conditions aforesaid and to comply with the
applicable provisions of -law may constitute an offense punishable
by fine or imprisonment or both.
DATED: MAY 2, 2000 C *"
JO M. BOUFIS
B DING INSPECTOR
cc: GRAHAM ASSOCIATES
2 GATEWAY DR. WEST
BAY SHORE, N.Y. 11706
(CERTIFIED MAIL)
Appiieant/ }�- Date
Owners Namc ` `� Reviewed: OD
Architect/ — Date
Ae`
.�0,0 _ a -3 "V
Engineer: ----___ � K-.,--- Submitted
-�(�'�" _
SCTM ll:
District: 1.000 Section: Block:
Project yy p n Subdivision
Location I �� 1 Ivi es K — 3 -- JC �I+'vo�-cf Name:--
Single& separate Required vv
certification- (Yes/No) _.------- --
RN
si —d ---- � Yq/Z t
( t Actual a (lof coverageZon ng DistricC
Q
Req ! Req `s! Req
(Front Yard Proposed J (Side Yard_ Proposed _ � (Rear Yard __ 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:
to •
;t7
�f
l
M.iso2
suauINa oewr.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLB >
/] FRAMING
OUNDATION 2ND [ ] 1 CATION
[ [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: D e&17
TU4�--, �e.� �,e.��-as.��° �/� iv�►-�'�'"`•
DATE D 0d IN8PECTOR/9
T65-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ J ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
( ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARK y fzd.
713"
DATE� IN8PECTORy%
4
I
/zlx Yet
BUILDING DEPT.
INSPECTION
FOUNDATION IST ROUGH
FOUNDATION 2ND INSULAT
FRAMING, FINAL
FIREPLACE & CHIMNEY
/ / AlQ&
i
DATE INSPECTOR
BUILDING DEPT. .�
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: � � ���e�, �it.C�— Ash
ol
4/6
DATE ��� INSPECTOGp��
X65.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [;FINAL
ROUG BG.
FOUNDATION 2ND [ 1 CATION
FRAMING [
[ ] FIREPLACE 8 CHIMNEY
REMARKS:
0.
,DATE INSPECTOR
o _ J
M-1802
BUILDINGI
INSPECTION
FOUNDATION IST ROU
FOUNDATION 2ND I ULATION
FRAMING FINAL
FIREPLACE CHIMNEY
REMARKS
,. 101,
Of
DATE INSP
ECT
BUILDING DE".
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULAT
[ ] FRAMING [FINAL �
[ ] FIREPLACE & CHIMN Y
REMARKS• -�J
/,-�If
DATE INSPECTO
FIELD INSPECTION REPORT DATE COMMENTS _
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PLUMBING
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INSULATION PER N. Y. II tZ
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STATE ENERGY u
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CODE
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ADDITIONAL COH ENTS:
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BOARD OF BPI•ANS
FORM N0. 1 3 SETS OF
TOWN OF SOUTHOLD HECK
CHECK . . . . . .
_
BUILDING DEPARTMENT SEPTIC FORM • • • • •
TOWN HALL 11971
SOUTHOLD, N•Y• NOTIFY:
TEL: 765-1802
CALL . . . . . . . . . . . . . . . . .
t� (� MAIL TO: . . . . . . . . . . . . . . . . . . . .
Examraveined-;�..•••••••..
.............
<./:••• :.
Appd .., � Permit No. ..................
Disapproved a/c ....................
. ..... ....
(Building tor)
APPLICATION FOR BUILDING PERMIT Date . . . . . . . . . . . . . . $ 19. . . .
^� INSTRUCTIONS
1
inspector wit
-� lete y filltd in lry ^,'P�niter or in ink arA submitted to the building nsl�
a. This application must be oan4 remises or public
3 seta of plans, accurate plot plan to scale. Fee according to schedule.relationship to adjoining P rt of
lam showing location of lot and of buildings ono Premises,f property mit on drawn on the diagram which is pa
b. Plot p vi a detailed description of layout
streets or areas, and $i of Building Pett'
this application. not be comenced before issuance. applicant' Such
this application maY• for will•issue a Building Permit to the app
c, The work covered by application, the wilding Inspector
d. Upon approval of this app tion throughout the work. rtificate of
permit shall be kept on the premises available for insPec in part for any purpose whatever until a Ce
e. No building shall be occupied or used in whole
Occupancy shall have been granted by the Building Inspector.
of a Building Permit pursuant to the
App►,ICA1Lal IS 1? MAZE to the Building Department for the issuance other applicable Lars, Ordinances or
New York, or demolition, as herein
Duilding Zone Ordinance of the Town of Southold, Suffolk County, or forte in code, and
for the construction of buildings, additions or alterations, e, housing
Regulations, s to damply with all applicable laws, ordinances, building p� rions•
described. The applicant agree tors on premises and in builoing for necessary P�
and to admit author xzeb insEec - _�,,c i1J C• i....
regulations, . .. .....•.
(Signature of applicant, or nape, if a corporation)
.••.•(Mailing address of applicant)
general contractor, electrician, pluober or builder
owner, lessee, agent, architect, engineer. ......
State whether applicant is ........................................... .
.. .�c� G ... �► ... =.. • ....................................................
dame of owner of premises
(as on the tax roll or latest • )
If applicant is a cox
ration, signature of duly authorized officer.
w
f (7caEs
..... .........................
rVL
(Name and title of corporate officer)
Builders License
No-
pluibers License No. .........................
Electricians License
T:.4- ......
Other Trade's License No. ........
�C� QiN ..... . .. .......................
1. Location of land al which prop�d vork will be done... .......
lr Street.... bet ' ZHamlet_ • ....
House
CA•mty Tax Map No. 1000 Section . .
.z1....... Block .....3........
.... Filed Map No. ..........
of, t ...........
Subdivision ,�.. .. �.i. 15 .
(Name) and Occupancy, proposed construction:
,�� and y of
premises and intended use
� 4-M�:til
2. State exis'ing .�. 4 . �.4�/... ..............
a. FScisting use and ocaspaxY � � /• ✓�lEl_Ll!�?C�. ........................
b. InteAndad use ar"
occupancy
Nature of work (check which applicable): New Building ........, Additi
parr 12�... Removal �• , YAlteration ...
............ Demolition ..........
.. 0 r Work
Estimated Costz /`�� Description)
fee ........
..................................
(to be paid on filing this application)
If
dwelling, nurlher of dwelling rafts ...,!,,,.,,,.timber of dwelling tahlta on each floor
If garage, nuntfer of cars �� ................
................. .......
If business, cammercial or mixed occupancy, specify nature and extent of each
Dimensions of existing ..... type of use.N�;,,,,•,••,•••••
P/ ng structures, if any: Front.��'� , Rear
Height ..ilio....... Depth .................
Dimensions of •••••••••�••• Nt><mther of Stories 5147••_ ••
LC
sane structure with alterations or addition': Front ..,�L�1P�S
Depth Rear
..... Height .................... Nuriher of Stories ................Dimrensions of entire new construction; Front ................ Rear ........
Height Depth ..............
•••• Number of Stories c� '�
Size of lot: Front J.:4.01... g.S2:.'L r � +
.... Rear .. Depth
......
Date of Purchase ..................... Nave of Former Owner .......
Zone or use district in which
premises are situated ....................
Does proposed construction violate any miring law, ordinance ....�..................................
Will lot be or regulation;
regraded ........................
..:. �
. .:.. ,.. Will ea", -kill 'be;Teahoved _
.� premises: YES NO
Hanes of Owner of praxises n, `��/.
TV ... Address A �.41)-'t/.�e5,•.:?t4': Pl.ore
Name of Arc}hi[ect�? � ......... Address . No. .............
Name of Contractor ..1-1 ��• � 1 ' Phone No.
.. .. .... Address IA {, .. �/�y,,�
• .- ....Phone No. .........
Is this property within 300 feet of a tidal wetland? * YES ,,,,,,•,,, X
*IF YES, SOiO1D MV 71MI B•g pMWT HAY BE RD¢JIRED, NO ..........
DIl
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions
cm Property lines. Give street and block number or description according to deed, and shwa street c:anhea and indicate
nether interior or corner lot,
�I-rsTL�cr��J �q,JS '
ME or MW YEW,
MY OF &S
.........�.�F�1�►E...T .•'•:A2T...........bei cul
dare of individual signing contract) y sworn, deposes and gays that he is the applicant
hove named,
is Life ......�/. 2-
(Contractor, agent,.......corporate off .. .:................................................
17 officer,
, etc
said owner or owners, arhd is duly, authorized to perform or have perfornned de said work and to make and file this
pplication; that all statements c6ltarned in this a1*1ication are true to the best of his knowledge and belief; am,
mat the work will be performed in the manner set forth in the application`filed therewith,
aorn to before rm this
..... ..........day of ...�. C.......19.�y.... \
Notary Public .. G� �,�•(! �1� u
H4Z W,tH JOHNSON •
Notary Public;State of New York (33gna of Applicant)
F.
No.5053133
Qualified in county
Torn
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zoao
NOTEWINDOW SCHEDULO��G4N
' SITE
�7PINE
AVENUE
E
EXISTING SEPTIC SYSTEM HAS BEEN INSPECTED AND
HAS BEEN FOUND TO BE ADEQUATE AND IN COMPLIANCEFOUAN7TITY MODEL DIMENSIONS DESCRIPTION D ✓+VENUE Q
WITH SUFFOLK COUNTY HEALTH ORDINANCES FOR ITS y
�O i /� / �{.O / �� NEW-�""I ,t / PROPOSED USE ANDERSON TW2432 2'-5" a 3'-2" WHITE DOUBLE HUNG TILIT WASH WINDOW RI P
U �lF//�" l\\V//1/� V IlV// A NORTH
< BAYVIEW
ANDERSON TW2832 2'-9" x 3'-4" WHITE DOUBLE HUNG TILIT WASH WINDOW
v
13 ANDERSON TW28310 2'-9" X 4'-0" WHITE DOUBLE HUNG TILIT WASH WINDOW
2 ANDER50N I8-30310-18 4'-0" x 6'-9" (2) DOUBLE HUNG N1 FIXED PICTURE
s0
RpgoT
DOOR SCHEDULE q
n 0
!` I ANDERSON FW66068R 5'-11" x 1'-II" WHITE GLIDING PATIO DOOR
Y
IANDFR50N FPNO6065AFLR 5'-11" x 6'-7" WHITE 01PATIO DOOR O
I N/A 2'-8" x 6'-8" EXTERIOR GRADE METAL DOOR
NOT TO SCALE
2 ANDERSON 5K2438 38" x 24" SKYLIGHTS
J GENERAL NOTES:
THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR
APPLICATION , 40 LOCATION OF BASEMENT SASHS AS PER D.E.G. RECOMMENDATION.
I DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK 41. THE GENERAL CONTRAGTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH
ALL DIMENSIONS AND CONDITIONS AT JOB 51TE ANY DISCREPANCIES OR OH155ION5 THE OWNER TO SELECT, PROVIDE AND INSTALL AS REQUIRED(PER N.E.C,
FROM PLANS AND /OR SPECIFICATIONS MUST BE GALLED TO THE ATTENTION OF THE N.E.M.A, NAT. PLUMBING CODE, A 5 M.E. AND A.5.H.R E SPECIFICATIONS) ALL
RECORD ENGINEER AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT
AWARDED OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME OTHERWISE SHOWN ON THESE DRAWINGS.
2 CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE FZESPON515LE FOR ADEQUATELY BRACING 42. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL
�+ AND PROTECTING ALL WORK DURING GON5TRUGTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, BE AS REQUIRED BY THE LOCAL BOARD OF HEALTH
r•. 67 ' DISTORTIONS AND MISALIGNMENT AGOORDIN6 TO ALL APPLICABLE CODES, STANDARDS, AND 43 COPYRIGHT 1995 REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN
A�
/ •� ® GOOD CONSTRUCTION PRACTICES. CONSENT OF THE DE516NER, 15 PROHIBITED. THESE PLAN5 MAY NOT BE FILED FOR
01 •��� 5. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT, WITHOUT THE DESIGNERS
� ♦ • .5(� STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M SPECIFICATIONS WHERE APPLICABLE WRITTEN AUTHORIZATION ANY USE OF THESE PLANS FOR ANY PURPOSE, OTHER
i •• •3 AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL, AND
ARE APPLICABLE ALL MATERIALS USED IN CONNECTION MAY SUBJECT THE USER THEREOF TO THE PAYMENT OF FULL COMMISSIONS
•• WITH T14I5 PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED.
•• 4 ALL NEW BRICKWORK TO BE LAID UP IN CEMENT-LIME MORTAR I: I: 16 MIX CONCRETE BLOCK 44 THE DESIGNER HAS NOT BEEN RETAINED BY THE OWNER OR CONTRACTOR
TO BE LAID UP IN PORTLAND GEMENT/ MORTAR, I: 3 MIX, AS PER TYPE 5 OR N OF A.5.T.M. TO REVIEW OR IN5PECT THE 51TE THAT THIS PROJECT 15 TO BE BUILT ON`• AND ASSUMES NO RESPONSIBILITY OF STRUCTURAL DESIGN TO THE
SPECIFICATION BRI GA ND CONCRETE
•� �� PROPOSED SITE, NOR FOR THE FAILURE OF THESE DRAWINGS AND
♦• 5 ALL BRICK AND EVERY
16" O BLOCK WALLS SHALL BE BONDED TOGETHER WITH GALVANIZED A15LE DUAL
♦ �� MESH TIES EVERY 16" OG. VERTICALLY (TWO BLOCK COURSES, MAX) - IF APPLICABLE SPEC I FIGATIONS TO CONFORM IN ANY DEGREE WITH ORDINANCES AND LAWS
♦ • APPLICABLE AT THE SITE.
/ 6 NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON ANY FIRE WALLS OR FIRE
EXISTING EXISTING WOOD •• �^ RESTRICTIVE PARTITIONS 45. FIRE STOP TO CODE 111.4
WOOD t DECK TO REMAIN � $ T MECHANICAL VENTILATION SHALL BE PROVIDED WHEREVER REQUIRED BY LOCAL CODES AND ORDINANCES
♦ BRICK UNDISTURBED •• �` y y AS WELL AS IN ACCORDANCE WITH NEW YORK STATE CODES 46. A55UMED 501L TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH
° ♦ DWELLING •7 6 8. ALL WORK PERFORMED BY THE PRIME CONTRACTOR AND/OR SUBCONTRACTORS BEING EITHER DIRECTLY OR A MINIMUM BEARING CAPACITY OF 2 TONS / SQ. FT
/ INDIRECTLY IN CONTRACT WITH THE OWNER SHALL PERFORM SUCH WORK UNDER THE PROVISIONS OF THE
�a •• I A.I.A. CONTRACT DOCUMENT A201. 41 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL.
U •.`• 9 ALL DIMENSIONS AND GONOITIONS TO BE VERIFIED BY CONTRACTOFR9 PRIOR TO CONSTRUCTION AND PRIOR 48. DE51GN LOADS ARE AS FOLLOWS PER SQUARE FOOT:
EXISTING SEPTIC SYSTEM TO ORDERING MATERIALS.
np0 �� 34-0" PROP. TO REMAIN UNDISTURBED • •• 10 RECORD ENGINEER 15 NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF LOCATION LIVE DEAD DEFLECTION LIMIT
4`f
SCREENED THIS PROJECT 1 57. FLOOR 401b. IOIb. 1-/360
♦ PORGH� ``• II. CONCRETE TO BE PLAIN, UNREINFORGED, MINIMUM 2000 P51, 28 DAY 501E TEST, 2 ND. FLOOR 401b. IOIb. L/360
d(\ • •.`• PREDICATED ON THE ABOVE SOIL CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, 3RD FLOOR 401b IOIb. 1-/360
l� FROP05FP 18' x 13' LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. ATTIC (NON STORAGE) IOIb, Bb L/240
D rr� COVERED SCREENED • •• INDIVIDUAL SITE CONDITIONS MAY AL50 REQUIRE SPECIAL FOUNDATION DESIGN, WHICH ATTIC (STORAGE) 2011:1. IOIb. L/240
///�/� • PORCH 15 THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER- ROOF (WITH FIN GEILG) 301b. (SNOW) I51b L/240
`�S �♦ •:•� . WOOD 51LL5 TO POURED OR BLOCK FOUNDATIONS. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE 5LIDEOFF FACTOR, AS A FUNCTION OF
13 ALL CONCRETE BLOCK MATERIAL SHALL CONFORM TO A.5.T.M. G-90 OR ROOF PITCH. RAFTER SIZES MAY HAVE TO BE INCREA5ED i0 ACCOMODATE HIGHER SNOW LOADS
A.5.T.M. G-145 LATEST REVISIONS.
� � ) .O„ 14. THE TOP COURSE OF ALL CONCRETE BLOCK FOUNDATION WALLS SHALL BE 49 GLASS IN 51DELITE5, 5HOWER DOORS AND SLIDING 6LA55 DOORS TO BE TEMPERED 6LA55
/ ty SOLID, ALL ANCHOR BOLTS SHALL BE SET INTO AL HOLLOW GORE BLOCK 50, ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY APPLICABLE
N ♦,0�, AND FILLED SOLID. LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN BEDROOM AREA
♦yy
15 FILL SOLID ALL CONCRETE BLOCK5 UNDER CONCENTRATED LOADS TO
�♦ - 51. CONSTRUCTION TO CONFORM TO ALL CODES HAVING JURISDICTION.
2 ♦ /(ID BEARING SOIL IN ALL BLOCK WALLS ABOVE AND BELOW GRADE.
PROPOSED 12'-O" x 14'-O" I6 ALL LOOSE LINTELS SHALL HAVE A MINIMUM OF 6" BEARING AT EACH END OF
4 52. THESE PLANS ARE DESIGNED TO MEET N EXCEED THE REQU ISDIC I OF THE
WOOD FRAMED SHED, UNDER ♦ ALL MASONRY OPENINGS NEW YORK STATE BUILDING CODE. WHEN BUILDING IN ANY JURISDICTION,
/"_O SEPARATE APPLICATION ♦ 11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN 501L AT MINIMUM BEARING CAPACITY OF 2 EITHER INSIDE OR OUT51PF THE CODE, VARIATIONS MAY BE REQUIRED IT
`••` ��� / 12C30N5 PER SQUARE FOOT WITH A MINIMUM OF 3'-0" COVER 15 THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH
18. ALL WOOD FRAMING, INOLUDIN6 JOISTS, BEAMS, P05T5, STUDS, ETC., TO BE OOU6LA5 FIR NI OR BETTER REQUIRMENT5 WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMMEND
/� �•♦ �� �0 ♦ WITH Fb=1200 PSI SINGULAR, Pb=1400 P51 REPETITIVE. THE PROPOSED CONSTRUCTION AS SO REOUIRED.
6J 19 STRUCTURAL STEEL TO BE A5TM A36. DETAILED, FABRICATED AND ERECTED PER AISG.
20 PROVIDE METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS S DOORS. 53- ENTIRE BASEMENT CEILING TO BE INSULATED WITH 6" (R-19) BATTS.
?�`•• O / 21 ALL DOORS TO GARAGE AREA FOR INTERIOR LIVING SPACE SHALL BE 3/4
54 ALL HOT WATER PIPES AND DUCT WORK TO BE INSULATED AS PER NEW YORK STATE
MJ•• I m ♦ HOUR U.L. SELF CLOSING (MIO. ENERGY CODE
♦` 22. USE GYP OR APPROVED EQUAL "FIRE GORE" 3/4 HOUR RATED GYP. 55 AF.F.F. - ABOVE FINISHED FIR5T FLOOR
ILI •` /l / 1�.• BD FOR GARAGE6E, UTILITY RM, AND OVER ALL BOILERS AS PER STATE AND
•• UUP J' �A ,q• /1� LOCAL CODES 56 ALL PLYWOOD USED REQUIREMENTS
OSTRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS
� ♦ a ,d •� 23. PROVIDE WATER RESISTANT GYP. BD AND EXTERIOR GRADE PLYWOOD IN ALL AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS
(� •• ♦ / •• ♦
AREAS SUBJECT TO EXPOSURE TO WATER OR MOISTURE.
I Al f�� ♦- FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE 50 IDENTIFIED
• 24 WOOD SILLS BE 2 X 6 (GGA) WITH I/2" DIA. ANCHOR BOLTS OG. BY AN APPROVED GENCY
TESTING A
4T 25. ALL HEADERS5 TO BE SUPPORTED 8'-O"BY 4" X 4" POSTS (TYP), UNLESS OTHERWISE STATED.
�� I6 i/ I� • /� 26 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL ENERGY NOTES
AjRj AS NOTED W • \.•• aYN. POSTS AND PARTITIONS FUNNING PARALLEL TO SAME
0 •�C„N 21 BRIDOING TO BE EITHER SOLID, I" X 3" OR 18 GA GROSS BRIDGING, MIN V -O" OG. I. THESE PLANS WERE PREPARED IN STRICT CONFORMANCE WITH THE NEW YORK STATE
DATE[�1, 6.P.k '24 ' fDL� ,fZ¢� L'�lQi T1FjC AT10A1 Off l pµ •• /41W 28- ALL HEADERS TO BE (2) 2 X 8 UNLE55 OTHERWISE STATED ENERGY CONSERVATION GONSTRUGTION CODE DATED APRIL I, 1987 OR LATEST
Ji4✓ O�LMRE R CE �N 8 fiFO E b.V •• 29. THE TOP OR BOTTOM EDGES OF J015T5 MAY BE NOTCHED NOT TO EXCEED Yl REVISIONS FOR RESIDENTIAL BUILDINGS THREE STORIES OR LE55 IN HEIGHT.
FEE: BV: W ♦ 30. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS 2 ALL TABLES OR THERMAL RATINGS AND REFERENCES COME FROM THE "ENERGY CODE
NOTIFY BUILDING DEPART T • ♦r 31. JOISTS HANGERS, ETC. TO BE "TECO" OR APPROVED EQUAL FOR FLUSH 5TRUCTURAL CONNECTIONS. WORKBOOK THERMAL RATING METHOD" DATED APRIL I, 1981
785.1902 9 AM TO 4 PM R T E CE'RTIFICATE� 0'r ���������� '� \•. � 32. FOR POURED CONCRETE SLAB PROVIDE 6" x 6" 10/10 GA. W.W.F OVER 6 MIL POLYETHYLENE VAPOR 3 THESE PLANS WERE DESIGNED FOR OIL-FIRED OR GAS HEATING SYSTEMS.
FOLLOWING INSPECTIONS: .SQf.�f`"' C�Pv^�q„$ ff;f QAfe°, f� J��1•�fA,� BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL, 4 5 LE55 THDCONSTRUCTION AN THREE STORIES IOLECT 15 N HEIGHTLE55 THAN 5,000 GROSS SQUARE FC-ET AND
I FOUNDATION - TWO REQUIRED a C ( !a'i \/ 33. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED WITH 2-#7 REINFORCED RODS.
FOR POURED CONCRETE a�up f y Sys Tr=11/f C`Ad I#f'Irn 01 '' [� 34 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SPALL BE 5 ENTRANCE DOORS MUST HAVE A STORM DOOR OR CERTIFIED U VALUE OF 0.40 OR LE55
2- ROUGH - FRAMING & PLUMBING E�:�+� Z,%%�'� Of f jp LEAD.D. DAMP-PROOFED WITH AN ELASTIC GOAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC GEMENT. 6. GLAZING AREA/GROSS WALL AREA MUST BE LESS THAN OR EQUAL TO 2495 IF 5,000
35 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. DEGREE DAYS AND 23% IF 6,000 DEGREE DAYS
4. INSULATION FIRE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12' THICK. 7. FIREPLACES TO BE EQUIPPED WITH FIRE RATED DOORS, TIGHT DAMPER VENTING
4. FINAL - CONSTRUCTION MUST 36. PROVIDE COMBUSTION AIR VENTS A5 PER NYS ENERGY CODES AND DAMPERED COMBUSTION AIR VENT FROM EXTERIOR (150 TO 200 CFM MINIMUM)
BE COMPLETE FOR C.O. 37. ALL G BE IN ACCORDANCE WITH THEN -SIALDIODES, THE Y5 BUILPING 8. ALL WINDOWS, SILLS, OPENINGS, ETC SHALL BE CAULKED AND WEATHER STRIPPED.
ALL CONSTRUCTION SHALL MEET - NYS ENERGY CONSERVATION GORE, 9. ALL WINDOWS AND DOORS TO BE EITHER OF THE INSULATED TYPE OR PROVIDE STORMS
THE REQUIREMENTS OF THE NY, PLUMBING 38. ALL PLUMBING FIXTURES SHALL BE INDIVIDUAL PED AND VENTED ASR RED BY NYSCODE. 10. TEMPERATURE CONTROLS MAY 1
NOT EXCEED 15 DEGREES F FOR HEATING AND 0
STATE CONSTRUCTION & ENERGY ALL PLUMBING WASTE CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS,PIPE DEGREE5 F FOR II
CODES NOT RESPONSIR LE FON &WATER LINES NEEDT ^ A SUPPORTS AND GLEANOUT5. 11 ALL WATER PIPES IN UNIN5ULATED SPACES TO BE INSULATED WITH I" INSULATION
DESIGN OR CONSTRUCTION ERROR TESTING BEFORE COVERING h k� V S9. HEATING AND COOLING DESIGNS SHALL COMPLY WITH A5HRAE STANDARDS FOR PIPING I" OR LESS, AND 1 1/2" INSULATION FOR PIPING 1 1/4" TO 2 1/2".
50ALE: 1" = 20'-0"
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS PLAN ISA GRAHAM M ASSOCIjTtiS
VIOLATION OF SECTION 7209 OF
(�GC�� 1 d�Y OR PROVIDE OPENINGS FOR PROVIDE SMOKE-DETECTING LTHE NEW YORK AW. COPIES OF TH SEPLANCNOT ENGINEERING & ARCHITECTURAL CONSULTANTS
ALARM DEVICES REARING THE PROFESSIONAL 2 GATEWAY DR. WEST BAYSHORE, N.Y.
L)SE 10) UNLAWFUL EMERGENCY ESCAPE AS AS TO PART. 721.1 � ENGINEER'S INKED SEAL SHALL
r• REQUIRED BY PART. 714 OF NOT HE A VALID TRUE COPY. (516) 665-9619 FAX 969-0115
V'�II ) HOU l CERa�g�0( A l` N.Y. STATE BUILDING CODE. N.YS BUILDING CODE. E
OCCUPANCY
� �p 1��1�I�� O 'ENVIRONMNETAL COMPLIANCE -PETROLEUM SPECIALISTS
OF ud' v -COMMERCIAL SITE PLANNING *RESIDENTIAL DESIGN
If copper tubing is used RESIDENTIAL ADDITION HART RESIDENCE
for water distributing PR OV OF 4 HR. FIRE PROVIDE ANTI-SCALD AND/OR ; 10 PINE AVENUE
System; piping shall be RATED ARATION TO THERMAL SHOCK PREVENTING Q 51TE PLAN/NOTES SOUTHOLD, NEW YORK 119-11
of types K or L only PART,7 . (f) (1) OF DEVICES AS TO PART. 902.6(K)
UNDERWRITERS CERTIFICATE N.Y. STAT BUIL G CODE. N.Y. STATE BUILDING CODE, SCALE: AS 5H0WN oe M: gg1001 DwG.g:C: ASSOCIAT 991001A
REQUIRED IY
DATE: 10/29/99 tax NAP ry: SCTM 1000 Ti 3 12.1 PAGE: I OF 5
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UNAUTHORIZED IS PLAN IS OR GRAHAM
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ADDITION TO THIS PLAN ISA f�f�t-j 1 f� fV
VIOLATION OF SECTION 7209 OF
THE NEW YORK STATE EDUCATION ENGINEERING & ARCHITECTURAL CONSULTANTS
HaaxlCOPIES oPHoressioNnLNDT 2 GATEWAY DR. WEST BAYSHORE, N.Y.
ENGINEER'S INKED SEAL SHALL
NOT RE A VALID TRUE COPY. (516) 665-9619 FAX 969-0115
*ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS
V *COMMERCIAL SITE PLANNING *RESIDENTIAL DESIGN
RESIDENTIAL ADDITION HART RESIDENCE
TO PINE AVENUE
6 EXISTING FLOOR PLAN SOUTHOLD, NEW YORK 11971
Q
> SCALE. AS SHOWN IJOB #: S91001 DWG.#:C: ASSOCIAT 99100151
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2._g.. I 2,_9.. _ I T._2' I I 2' If—� -
RO RO Rp Rp SCREENING SCREENING
4"
i
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ALL ROOMS SHALL HAVE AT LEAST
U ONE WINDOW w/ A NIIN OF 4 SQ
CLEAR OPEN ALTERNATE SS
ICY
SCALE 1/4" = O" L N ____ EXISTING TO BE REMOVED
EXISTING TO REMAIN
7 NEW WALLS
UNAULITUADDITION RTOE THISTPRLAAN IS AR GRAHAM ASSOCIATES
VIOLATION NKYORK STATE EDUCATTION ENGINEERING & ARCHITECTURAL CONSULTANTS
LAW. COPIES OF THIS PLAN NOT
BEARING THE PROFESSIONAL 2 GATEWAY DR. WEST BAYSHORE, N.Y.
_ ENGINEER'S INKED SEAL SHALL
N NOT BE A VALID TRUE COPY. (516) 665-9619 FAX 969-0115
_ *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS
O \ *COMMERCIAL SITE PLANNING *RESIDENTIAL DESIGN
V i
RESIDENT"AL ADDITION HART RESIDENCE
m -10 PINE AVENUE
Q PROPOSED FLOOR PLAN SOUTHOLD, NEW YORK 119 1
5 SCALE: AS SHOWN JOB #: 991001 DwG.q:G: ASSOGIAT 991001G
!Y
DATE: 0/29/99 TAX MAP #: SGTt-I 1000 7� 3 12.1 PAGE:3 OF 5
� �yib
EXISTING FIRE DAMAGED ROOF TO
BE REMOVED
NEW RIDGE FOR EX15T PORTION
OF HOUSE AND PORCH TO MATCH
EXIST LINE
----
NEW ASPHALT ROOF SHINGLES,
- -- TYPICAL ENTIRE ROOF
-
-- - - -- - - - - -- NEW 8" FASCIA TO MATCH EXISTING
Iul LI II
4 II �I_I NEW SCREEN WINDOWS FOR PORCH
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_LLIIIII11I_I_Wll__I_;_iI-� � I I_I EXISTING HOUSE, BEYOND
III
GRADE
(VARIES)
NEW PICTURE WINDOW w/ NEW SIDING TO MATCH EXI5TING
DOUBLE HUNG SIDELIGHTS
LEXISTING DOOR AND COVERED STOOP
EXI5TIN6 WINDOWS TO BE REPLACED TO BE REMOVED
OFDO & ED FRONT ELE \/ AT 10N
SCALE: 1/4" = I'-O"
FRAME AS REQUIRED TO PROVIDE
ADEQUATE RUNOFF AT VALLEY, SHEATH
AND FLASH AS REOUIRED
NEW SIDING TO MATCH EXISTING
1` NEW ASPHALT ROOF SHAKES,
I I
ITYPICAL ENTIRE ROOF
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1 IY111u NEW SIDING TO MATCH EXISTING
I I LI
--- -
11
NEW WOOD STOOP w/ RAILINC-5 LLL IIIII 1 11 Ili,
EXISTING GARAGE DOOR TO BE
REMOVED
.I I I I U_IIJ I I I ILI I_I I_Il_I IJ LIl_ I
NEW BLOCK FOUNDATION WALL AT
EXIST DOOR LOCATION
m E L L A 7 1 O N
SCALE 1/4" = P-O"
ADD TIONRTO THISTPLAN IIS AH GRAHAM AS s o c iy` TE S
VIOLATION OF SECTION 7209 OF
THE NEW YORK STATE EDUCATION ENGINEERING & ARCHITECTURAL CONSULTANTS
LAW. COPIES THIS PLAN-u HARING THEOPROFESSIONALNOT 2 GATEWAY DR. WEST BAYSHORE, N.Y.
- - ENGINEER'S INKED SEAL SHALL
C r , NOT BE A VALID TRUE COPY. (516) 665-9619 FAX 969-0115
E 'ENVIRONMNETAL COMPLIANCE -PETROLEUM SPECIALISTS
Ci -COMMERCIAL SITE PLANNING 'RESIDENTIAL DESIGN
RESIDENTIAL ADDITION HART RESIDENCE
-10 PINE AVENUE
a PROPOSED ELEVATIONS SOUTHOLD, NEUJ YORK 1191
Q
SCALE: AS SHOWN JJOB #: 991001 DWG.g:G: 4550CIAT 99100V
IY DATE: 10/29/99 ITAX MAP y: SCTM 1000 1T 3121 IPAGE,.4 OF 5
1 bytb
2" x 10" RIDGE RAFTER
2" x 6" COLLAR TIES o 1/3
THE SPAN OF CEILING JOISTS,
TO BE UTILIZED IF CEILING 15
MAINTAINED AS CATHEDRAL
2" a 10" LEDGER BOARDS, TYPICAL FLOOR JOISTS, TYPICAL
EXISTING BUILDING WALL 6-I/2" R-22 BATTS w/ I/2" RIGID INSULATION
AT SHEET ROCK, MAINTAIN 3/4" AIR SPACE
BETWEEN RIGID AND BATT INSULATION
u II 6_g II n
II ❑ TYPICAL IIu TYPICAL ROOFING
240* FIBERGLASS SHINGLES
6x6 COLUMNS, TYPICAL 6 PLACES IS* ROOF FELT
II II IIu NEW 4 x 4" COLUMNS, TYP 1/2" PLYWOOD SHEATHING
nll IIu ___
2" x 12" BEAMS, TYPICAL 4 PLACES
GALV, STEEL HURRICANE - --- -- -
Q u II n II CLIPS FOR REINFORCING
_ __ _
u II a II NEW 2" x 4" STUDS o 3' HIGH FOR TOP PLATE/ROOF RAFTER ____ _ __ _ __ ___
CONNECTION, ALL JOISTS
u II a II 2" x 10' FLOOR JOISTS ol&" O.G., KNEE WALL CONSTRUCTION, 16"O G.
II a II TYPICAL - -
u n ❑ II 2"x8" R.R. a I6" OC.
W/ I"x3" BRIDGING
I I I I
n
"x8" FASCIA
2" x 10" RIM JOIST, TYPICAL 2" x S" CEILING JOISTS
IIu II II
O
II II II II 3/4" COX PLY WOOD SHEATHING 2" SOFFIT VENT C2) "x4 TOP P T
n u BLOCKING, TYPICAL OVER FLOOR JOISTS, TYP
u II n II TYPICAL SOFFIT
u II n II I/2" GYPSUM BOARD ON CEILING
BLOCKING AS IIAND WALLS
II 11 II II
N
2" x 4" BOTTOM PLATE, TYPICAL
R-15 BATT INSULATION IN WALLS
TYPICAL SIDING, TO
MATCH EXIST -
CO\/ERED IDORC H FR,41`11NCz PLAN FIN15HED FLOOR
MOLDING
SGAL6 I/4" = I'-O" cc 3/4" PLYWOOD SUB FLOOR
CC
2"X4" 2"XIO" FLOOR JOIST
2" x 10" BEAMS, TYPICAL
4" x 4" GOLUMN5
16" GRADE
3/4" PLYWOOD OA' 2" x 4" TOP PLATE
SHEATHING
2" x 4" STUDS, TYP
"' TYPICAL BASEMENT
2" x 10" LEDGER FOUNDATION
BOARD - I 2" x 4" BOTTOM PLATE ,
2" X 12" BEAMS) 2" x 10" RIM JOIST
6" x 6" COLUMNS 2" x 10" FLOOR JOISTS
COVERED PORSb4 W4LL DET41L
SCALE: va' = '-O" T4Tl=IC4L LUALL CONSTRUCTION DETAIL
NOT TO SCALE
3" THRU ROOF 3" THRU ROOF
NEW 2" x 10" RIDGE NEW 1/2 COX ROOF SHEATHING
NEW 2" x 5" CEILING J015T5 3"
o I6" O.G. fff/// GUT BACK EX15T SHEATHING AS
REG7UIRED TO EXPOSE TOP PLATE
NEW 2" x 6" COLLAR TIES
KITCHENI
--- S SINK INK
DOUBLE 2" x 10" BEAMS W.C. WC
BOLTED TO 4" x 4" COLUMNS,
TYPICAL, BOLTS SHALL UM TIE NEW CMLING JOISTS TO EXI5T
MIN I/2" CARRIAGE w/ 2 TOP PLATE AND CEILING JOISTS, TYP TUB �71TUB
EACH COLUMN
NEW 5/4" GPX PLYWOOD SHEATHINS, TYPGAL
3" C.O.
NEW 4" x 4" COLUMNS, TYP
NEW 2" x 10" LEDGER BOARD SECURELY TIE INTO EXIST SANITARY 4 4
NEW 2" x 4" BOTTOM PLATE ANCHORED TO BUILDING WALL, TYP 2 PLACES SYSTEM
C.O.
NEW 2" x 10' RIM JOIST, TYPICAL - 'I�
DOUB E 2xBEAMS TYPICAL PLUMBING RISER, DET141L
x 6" COLUMNS,
BOLTS SHALL BE NOT TO SCALE
TYPMIN 1/2" CARRIAGE w/ 2
EACH COLUMN, TYPICAL UNAUTHORIZED ALTERATION OR
ADDITION TO THIS PLAN ISA GRAHAM ASSOCIATE NEW 6" x 6" COLUMNS iTHE�NEW Y RK STATE EDUCATION ENGINEERING & ARCHITECTURAL CONSEXISTING FOUNDATION L W. COPIES OP THIS PLAN NOTDEARINc THE PaoEEssroNAt 2 GATEWAY DR. WEST BAYSHORENGINEER'S INKED SEAL SHALL
NEW 12",P x B' DEEP CONCRETE .� NOT DE A VALID TRUE COPY. (516) 665-9619 FAX 969-01
50NOTUBF FOOTINGS. FOOTINGS
SHALL TERMINATE A MIN OF 3'-6" *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS
BELOW AVERAGE GRADE, TYPICAL
� i/ *COMMERCIAL SITE PLANNING *RESIDENTIAL DESIGN
6 PLACES
CoyERED PORCH PP,4ME SF-CTION RESIDENTIAL ADDITION HART RESIDENCE
SCALE: 1/4" = v-O^ 6 10 PINE AVENUE
Q CONSTRUCTION DETAILS SOUTHOLD, NEW YORK 11S-11
> SCALE: AS SHOWN IJOB g: 591001 DWG.y:C: ASSOCIAT 991001E
DATE: 10/29/99 TAX MAP #, SCTN 1000 7-1 3 121 PAGE:5 OF 5
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