HomeMy WebLinkAbout30958-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31043
Date: 07/18/05
THIS CERTIFIES that the building
Location of Property: 26342 MAIN RD
(HOUSE NO.)
County Tax Map No. 473889 Section 109
Subdivision Filed Map No. __
NEW BUILDING
CUTCHOGUE
(STREET) (HAMLET)
Block 4 Lot 8.3
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated J/kNUARY 28, 2005 pursuant to which
Building Permit No. 30958-Z dated FEBRUARY 15, 2005
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 NEW COMMERCIAL BUILDING (HALFWAY HOUSE) WITH WRAP AROUND COVERED PORCH
AS APPLIED FOR.
The certificate is issued to NORTH FORK COUNTRY CLUB
(OWNER)
of the aforesaid building.
SUFFOLK COUNT~DEPARTMENT OF H]~ALTHAPPROVAL N/A
ELECTRIC3%L C~rIFICATE NO. 2046826 06/16/05
PLUMBERS CERTIFICATION DA£~U 06/15/05
CUTCHOGUE EAST PLUMBING
Authorized Signature
Rev. 1/81
TOWN
BUILDING DEPARTMENT
TOWN HALL
765-1802
x-7
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 liaes, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I 0 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. Subm/t Planning Board Approval of completed site plan requiremeats.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or bniidings 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 applicaut. If a Certificate of Occupancy is
denied, the Building Inspector shall state tile reasons therclbr in writiug Io the applicant.
C. Fees
1. Certiticate of Occupancy - New dwelling $25.00, Additions to dwelliug $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00~ Businesscs $50.00.
2. Certificate ofOccupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupaucy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
rote. - 03-'
Old or Pre-existing Building:
House No. Street
Owner or Owners of Property: ~Y/f~-~ -- ~/~Zty R
Suffolk County Tax Map No 1000, Section
New Constmctiou:
Location of Property:
Subdivision
Permit No. 3Oq ~'g Date of Permit.
Health Dept. Approval: //~v/////~
Planning Board Approval:
(check one)
Block Lot
Filed Map.
Applicaal:
Uuderwriters Approvah
Request for: Temporary Certificate
Fee Submitted: $ ~-~' O
Final Certificate:
~(check one)
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. 30958 Z Date FEBRUARY 15, 2005
Permission is hereby granted to:
FORK COUNTRY CLUB NORTH
PO BOX 725
CUTCHOGUE,NY 11935
for :
RECONSTRUCTION OF AN EXISTING HALFWAY HOUSE AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 109
pursuant to application dated JANUARY
Building Inspector to expire on AUGUST
Fee $ 260.00
26342 MAIN RD CUTCHOGUE
Block 0004 Lot No. 008.003
28, 2005 and approved by the
15, 2006.
~'~ed g~nature
ORIGINAL
Rev. 5/8/02
Town Ha~l, 5g095 Main Road
P. O. B=x 1179
80uth01~, NewYom 11971
Fa~ (5't6~ 755,1823
OFFICE OF THE 3U~LDING INSPECTOR
TOWN OF $OUTHOLD
C ~ R'~ ~ F ! CA ~ ! ON
con%sine lees than 2/[0 el l~ lead.
8U~AN J, NAOY
NotaW Pubflo ~ate of New York
No, 4896735
Qualified in Suffolk Cou~ ~
Corn mission Expires May 20 ~
Sworn to before me this
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
P.O. BOX 38
GREENPORT, NY 11944-0038,
NORTH FORK COUNTRY CLUB
26342 MAIN RD
CUTCHOGUE, NY 11935
Located at
26342 MAIN RD CUTCHOGUE, NY 11935
Application Number: 2046826
Certificate Number: 2046826
Section: Block: Lot: Building Permit: BDC: ns11
Described as a Commercial occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, toilet bldg., Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 16th Day of June, 2005.
Name
Appliances and Accessories
Exhaust Fan 2 0
Time Clock/Switch I 0
Hand Dryer 2 0
Water Heater I 0
Panels
QTY Rate Rating Circuit Type
F.H.P.
4.5 KW
100 19
Wiring and Devices
Outlet 24 0 Fixture
Fixture 23 0 Incandescent
Fixture I 0 Flourescent
Outlet 14 0 General Purpose
Receptacle 8 0 General Purpose
Switch 7 0 General Purpose
Receptacle 2 0 GFCI
Miscellaneous
Commercial Inspection Fee
seal
l of 1
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
~/FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
ROUGH PLBG.
INSULATION
FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY I,NSPECTION
REMARKS:~__~_~~ ~ E~)~-~.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [
~'~FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
REMARKS:~/~
ROUGH PLBG.
INSULATION
FINAL
FIRE SAFETY INSPECTION
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING ~
FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~
DATE ~ ~'- / 7 -~ 0-~'~ INSPECTOR ~ ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ ] INSULATION
[ ]FRAMING I STRAPPING [~>~FINAL
[ ]FIREPLACE & CHIMNEY [
REMARKS:
] FIRE SAFETY INSPECTION
INSPECTOR
Boulevard Planning East, PC.
At~h~t~¢~ * En~i~e~ * Constructio~ Management
32645 Main Road
Cmchogu¢. N.Y'. 11935
P~ONE. 631.734 201 I
In~rn~t: wxrw,b)vdplan.ctm~
Southold Budding D~p~tment
'lown Hall
53005 Main Roa~l
Southold. N.Y 11971 -0959
Re;
North Fork Countr3, Club, Cutcbogue, N.Y.
Permit # ~0958
July 6, 2004
To Whom It May Concern,
i hereby certify to the Departmc~at of Buildings of the Town of Southold that I have inspected the
above locations; I have supervised the prelmration of the building pl~s ~s per State Education Laws;
and I have determine~ to the bost of my professiomd k~ow',edge and belief that thc L/.ructmal dements
are safe and that thc footinSs, foundations, flaming, siding, plumbing, etc. were installed in
canform~ty, with the fil~ bail~thc Bufl~-~--~'ng Cod~ of New York State, and generally
approved construction practi~es.
It' you have any further questions, please feel flee to c~tl me at ~n) lime
Boulevard Planning East, PC.
Architects * Engineers · Construction Management
32645 Main Road
Cutchogue, N.Y. 11935
PHONE: 631.734.2011
Southold Building Department
Town Hall
53095 Main Road
Southold, N.Y. ! 197l - 0959
Re:
North Fork Country Club, Cutchogue, N.Y.
Permit # 30958
Intemet: www.blvdplan.com
i't?
June 29, 2005
To Whom It May Concern,
I hereby certify to the Departmem of Buildings of the Town of Southold that I have inspected the
above locations; I have supervised the preparation of the building plans as per State Education Laws;
and I have determined to the best of my professional knowledge and belief that the structural elements
are safe and that the footings, foundations, framing, siding, plumbing, and plumbing pressure tests, etc.
were installed and completed in conformity, with the filed building plans, the Building Code of New
York State, and generally approved construction practices.
If you have any further questions, please feel fi'ee to call me at any time.
FIELD*INSPECTION REPORT I DATE COMMENTS
......................................
FOUNDATION (2ND)
ROUGH FRAMING & ,
PLL~'IB~G ~
~SULATION PER N. Y.
STATE ENERGY CODE
/ / ~ . ~DITION~ COMMENTS
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
PERMIT NO.
Examined , ~.0
Appro~ ed .20 Mail to:
Expiration ~/]~._~' ,20 Phone:
'~. ?- ~ APPLICATION FOR BUILDING PE~IT
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Imstees
Contset:
Date ~ 2,~ ,20aS
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 conunenced 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 an3' 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 ora 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 agTees to comply with all applicable laws, ordinances, building code, housing code, and regulations, a!ld-to admit
authorized inspectors on premises and in building for necessary inspections.~,, ,-'~'J /, J
f~"~(~gnature (5'(applicant or name, if a corporation)
(Mailing addl-ess of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roi1 or latest deed)
If applicant is a corporation, signature of duls' authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
Location of land on which proposed work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision
(Name)
Block g~
Filed Map No.
Lot
Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ~at]~'~L
b. Intended use and occupancy '"~a,/~L ~s'Sq$
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
4. Estimated Cost ~ '~'/t~ O O Fee
5. If dwelling, number of dwelling units
If garage, number of cars
Addition
Other Work
Alteration
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height. Number of Stories
Rear Depth
Dimensions of same structure with alterations or additions: Front
Depth. Height Number of Stories
8. Dimensions of entire new construction: Front ~ O Rear ~ O Depth
Height ]5' Number of Stories
Rear
9. Sizeoflot: Front Rear .Depth
l 0. Date of Purchase Name of Former Oxvner
11. Zone or use district in which premises are situated ~[~ /~ - ~'
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO e~
13. Will lot be re-graded? YES__ NO ~( Will excess fill be removed from premises? YES__ NO
14. Names of Owner of premises
Name of Architect ~Jv~( [~laan~_
Name of Contractor
Address Phone No.
Address~q~l~l~P hone No
Address Phone No.
q-gall
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.
STATE OF NEW YORK)
SS:
COUNTY OF )
]l~t~b ~r' ~ ~-~ ~/Or-7]- being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(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.
Swom to b
C
UNDERWRITERS CERTIFICATE: ALL CONSTRUCTION SHALL
REQUIRED MEET THE REQUIREMENTS OF THE{
CODES OF NEW YO
--
3'-6' 30'-O" CERTIFICATION OF
NAILING &CONNECTIONS PROPOSED
s-a' 20'-0° =G' 5'-0° 20'-0" 5,_G" REQVIRED.
SE
I5'-o"9'-4" 4'
G" 3'- OCCUPANCY OR HALF—WAY HOU3--0` 1'-0' 4'-d' S'-4" s-a' _0" s-o USE IS UNLAWFUL FOR THE
WITHOUT CERTIFICATE NORTH FORK
OF OCCUPANCY
--- - - - - —__ - -__- - - - ¢ --- couN, � U�
ali�t-i+ 2'L'�f0' �i - 2-2"xl�A `6 --i 2-2"xi0 "I- it 2-2'�-�— '®'� xl0"—� _ ____-_—_- --- COMPLY WITHCHAPT °Qs"
L T o' Aco-- - 2-r' - Aco 2-2 x o^Aco FLOOD DAMAGE PREVENTION
4 1 b q SOUTHOLD TOWN CODE.
X a I PROVIDE GO CFM1XAs I A RO D AS NOTED
-1 - - - - - - r- -,I mEwoRANro O / �
- - - - - - - - - - - - - - - _
- I B.P.# CUTCHOGUE
n IL L_ _J 184 • L_ _J iv 3-2"xa" , F
1 1 FiC AT ROOMLE / IFY UILDIN DE TMENT AT
b
„ 1- _ _ _ _ _ - - -- - -- - - - - - - - - - - - -- -. I N NEW YORK
7 5-1802 B AM T 4 PM FOR THE '
X 1 4'-0" 0" 9' 2" 9'-2" l0' 4'-0" 1 1 aQ I m 2'x0 G.J 2'x0" G o t LLOWI G INSP CTIONS:
ry i I I s, I FOUND TION . i'NC REQUIRED S.C.T.M. # 1000-117-110-P/001
a "x8� - •' I 1 O., T I OA T 16 O.0 1 FOR P UREO ONCRETE
b 0 1 0 N 1 0 7'-0 5'-0" 5'-G" I pl _,,
la ^ N' OQ t S' 0 - 1 < 12-0 , ¢I aa} NSUL IONRA ING 8 PLUMBING
o LL O to rN ; . o l ° ( p D 5T GO C ET E of 3 BENAL CO PLOETE FORTC OO MUST REVISIONS
� T T
u+ `� tN I 1 1u 1 I N NI A L CON TRUCTI N SHALL MEET TH REVISIONS DATE;
- . N '' ,2 "xB" FJ L J ,2."xB" F.J a N N R QUIRE ENTS FTHECODESOFNE
h _N__�_ _ • Ib" O.C. o I6"'OL. ' 's : Y RK STATE. NO RESPONSIBLE FO
n" I f I .. TII O D SIGN R CONSTRUOyoCTION ERROR'. PLUMBER CERTIFICATION
a l_ __t'_; IJa I ^xa° cJI ON LEAD CONTENT BEFORE
a u n MEN'S n1 u a
N - I O I ATI O.G 1 O l O DN CERTIFICATEOFOCCUPANCY
1 " NI I I I LADIES O TOILET
1 ® /a H.w 5 D I CO PLY III ALL CODE F SOLDER USED IN WATER
= I I I I 1 1 TOILET Q H.W. .D 1
I_ I I z'-o' NEW Y RK ATE & TOWN DES SUPPLY SYSTEM CANNOT
r- r I I �I I u c o al EXCEED2110OFI%LEAD.
I I I I� _
S RE UIRE AND CONDITI SOF
0 0 0 - - --L— -- - 4 SC, THOLD TOWN ZBA
���rrrr l C) 1
d I I I N N 2"x0 c x1 SOUTHO TO;a,
N J N 3 ° 'AlIN BOARD PLUMBING
N N ALL PLUMBING WASTE
:I I I N O O O T b O. /� NI S O'.CTOWM1T USE 5
IL 1 I 1 u u I- u uuu)LJ, 1 8 WATER LINES NEED
o N o
NRS,DEC TESTING BEFORE COVERING
io W r .. Ivl PROVIDE 2" /� .:'. -
P1 ' L_ J / ,"ONS. ^J-LAB_/ i L_ J
r 2'XIO'RA Vg- 2• 2 10"RAFTER.+ l
10" DIA. CONIC. PIER I m Q`� 2/
ON 24"x12" CONIC. FTG. I \
tl Arbo. L—
a TRIPLE FRAMING 1
ROUND PULL ON.
' xB" FJ s ON
SCREENED I 2'b<5 J I O O C.O •Fj �}�� I _ STAIRS
— a ti
0 0 o
16" OL. I I ALUMINUM VENT I � 1611 OL. b o , o
- 1 o m I (VI O 1
t o 1 •� b OI 10"CONC WALL I O I I 1 0 ry F O F. 1 �p OI
ON 24'x12" CONIC. ETC. Q T 1
IN N � ) I I ry WAT 4 CE AREA I �I
IN " N • I N 1 1 N I I \ NI
_ _ - - - D - - - - - - - - - - J /
- 2-2-N& t,. . : . �. 2-2"xt)".y- ly 32"x 3_21x0"
5-2[x8`_
I 1
- - - - - - - - - -
I- 0 1- o o
a 1 y a 1 I b
1 -� —
2"x 10" - ,�10_' A� - 2-2"x10" -
- - 1 ---- 2-2"x10" CQ 2-2"x1---1YO 2- "x10" ACQ
r , r X rF-^--1.,� r-- , r- ,
V
L--- L L--- L___J
- Y O
1'-0" 4'-d' 3' T-1" 5'-4" T-1" 3' 4':0"
_— 4'-G" 5'-6" 5'-6" W O
5'-0° 29-0^ 5'-a 5-0° 20'-0" 5'-0' BOULEVARD PLANNING EAST, P.C.
30--0' 30.-0., ARCHITECTS ENGINEERS
32645 MAIN ROAD
CUTCHOGUE, N.Y. 11935
FOUNDATION/ PIER PLAN _ FLOOR PLAN Telephone # Fax #
SCALE: 114"= l '-O' SCALE: 114"= 1 '-0"
631-734-2011 631-734-2276
Internet:
www.blvdplan.com
THESE PLANS AND SPEC'IFCATIONS ARE INSTRBI11ENTS OF SERVICE
AND ARE THE PROPERTY OF BOULEVARD PLANNING FAST P C
WINDOW/ EXTERIOR DOOR SCHEDULE INFRINGEMENTS WILL BE PROSECUTED.
WINDOW NO, OF DESCRIPTION ROUGH OPENING MANUFACTURER CA51NG COLOR NOTES
WALL TO BE REMOVED DESIGNATION WINDOWS D DATE: 1-13-05
'
WALL TO BE REMAIN ----- .\� ; , •; , b.;,,, n>
A 2 TW3452 3'-G 1/8"x 5'-4 7/8" ANDERSEN PER CUSTOMER PERCU5TOME G: � DR. BY: RWL
NEW WALL CONSTRUCTION " 's
— — --__— — —_— ,.� � 1,
a0 H.W 5.0 HARDWIRED SMOKE DETECTOR B 2 FWHAL 3OG8 3'- 1 1/8" x G-8" ANDERSEN PER CUSTOMER PER CUSTOMER �'°, I' ':', ' SCALE: AS NOTED
C O CAKBONMONOXIDE DETECTOR
C 3 3/0 x G/8 3/0 x G/8 PER CU5TOMER PER CUSTOMER PER CUSTOMER VERIFY R.O. WITH MANUFACTURER N f
CHKD: J.S.
Go CFM FxAusT FAN To EXTERIOR D 3'- 1 1 1/2" x 3'- 1 1 1/2" ANDERSEN PER CUSTOMER PER CUSTOMER
GW4040 _
PROIEC'T NUMBER SHIiCT NUMEER
0414 A- I
PROPOSED
HALF-WAY HOUSE
FOR THE
PROVIDE CONTINUOUS
RIDGE VENT
ROOF CONST_ NORTH FORK
25 YEAR SELF SEALING DIMENSIONAL
PROVIDE CONTINUOUS ROOFING. OVER 1/2" CDX SHEATHING
RIDGE VENT PROVIDE ICE 4 WATER SHIELD ROOF CONST.
25 YEAR SELF SEALING DIMENSIONAL COUNTRY CLUB
1-12" LVL RIDGE, PROVIDE C5 20 OVER EAVES 4 OVERHANGS.
51MFS0N w/ LSU28 HANGERS - SX FELT OVER FP"+10"RR @ 16"O C W/ ROOFING. OVER I/2" CDX SHEAI RING
RIDGE TENSION STRAP (20 GA. x I I/4') 5IMF50N' C520 PROVIDE ICE 4 WATER SHIELD
2"x6" COLLAR TIES @ 48"0 C
AVER EAVES 4 OVERHANGS.
CEILING CONST,
6 12 TO 2"A8"
A8ING JOISTS ATTACHED WALL CON5T.
3 CTS TAP@E14 SPACKLE G W1 MIN? R-30 ` J OR APP NAILER W/ L W VENTED
EDLIJVIN
CEILING CONST. �6 v CEDAR PERFECTION SHINGLES
ROVED EQUAL W VENTED VINYL FINISH 6
OVER 15# FELT OVER 1/2" CDH. LT L
INST5 TAPE 5/8" TYPE-X- GYP. BD. -- PLY WD. OVER 2"x6" STUDS @ 7�TLL CHOGUE
PROVIDE SOLID BRIDGING �� PROVIDE H 2 SIMP50N I G"O.0 I"NSUL" RIGID NS ULATI ENX- GYP. BD. NL' YV 1 OM
AT MID SPAN —
HURRICANE CLIPS 16" O.0
CONTINUOUS SOFFIT VENT
S.C.T.K # 1000-117-110-P/001
dyyyyyyym ffivvyyyyy, _ TO.PLATE_ _ _ _ _ -
�ELEV: + 8'-0" MEN'S LADIES PROVIDE 4" ALUM. GUTTER ONELEV: + 8'-0" -- -
WALL CON5T. CLAD FASCIA LINE OF HC RAMP
CEDAR PERFECTION SHINGLES LOGGIA TOILET TOILET LOGGIA 2"x6" ALUM. REVISIONS DATE'
OVER 15# FELT OVER I/2" CDX 2-2"x 10"ACO CONTINUOUS
PLY WD. OVER 2°x6"STUDS @
16"O.0 W/ 1/2" RIGID INSULATION o8" DIA. FIBERGLASS
W/K-19 INSULATION4 5/8"TYPE-X- GYP. BD. 8" DIA. FIBERGLASS COLUMN (TYP )
3 CT5 TAPE 4 SPACKLE MIN. COLUMN (IYP.) TO RAIL _
�ELEV + 3'-0"
2-2"x6" ACO SILL W/TERMITE SHIELD
W/ 1/2" A B @ G" O.0 12" MAX FROM CORNERS
FIN FLOOR SIMPSON' LTP4 FOR LATERAL FORCE
�ELEV: 0 0" - —-— - — FIN FLOOR__
ELEV: O'0"
1 , 2" CONC. SCREED COAT m
I I I I I I I I I I I I
1 1 I I I I I I I I I I
m
L_J L----J L___� — _ — — _ 1___J. _ — — _LJ— _ —LJ LJ
I O"x36" CONC PIER
FLOOR CONST. 0"x36" CONC PIER
ON 24"x 12" CONC. FOOTING
3/4" PLYWD. SUB FLR. OVER FRONT ELEVATION
ON 24"x 2" CONC FOOTING
2"x8" FLOOR J5T5. @ I6" OC I GCONC WALL ON
W/ 6" R-I 9 INSULATION SECTION I -A2
PROVIDE SOLID BRIDGING 24N 12" CONC FOOTING
AT MID SPAN 36" DEEP SCALE: I/4°= I '-0"
SCALE: 114"= P-0"
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PROJECT NUMBER SBEET NUMBER
0414 A-2
PROPOSED
RJIDGEE `°NT1NDpU5 HALF-WAY HOUSE
RIDGE VENO PROVIDE CONTINUOUS
RIDGE VENT
FOR THE
ROOF CON5T.�21 YEAR 1111 51ALING DIMENSIONAL
ROOF CONST
5
PROOFING. OVER J/2"ROVIDE ICE t WATER ShIELD Al"RING 25 YEAR SELF SEALING DIMENSIONAL TNG NORTH FORK
ROOFING OVER ALINGD IMEN51 NAL
OVER EAVES f OVERHANGS PROVIDE ICE t WATER 5HIELD
OVER EAVE5 t OVERHANGS COUNTRY CLUB
6 —c> WALLCONST. L CO PERFECTION SHINGLES
CEDAR ETION SHINGLES �YG WALLLL CONST
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1 I I • 1 1 THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE
1 1 1 I AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P.0
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CHKD: J.S.
SCALE: 1/4'= 1 '-0"
PROJECT NUMBER SHEET NUMBER
0414 A-3
GENERAL NOTES NAILING 5CHEDULE Wood Frame Construction Manual
1995 513C Nigh Wind Edition TABLE 3. 1 PROPOSED
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE ASPHALT ROOFING
PRIORTO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH Joint Descrl tlOn p ppp Number of Nails Nall S acln HALF-WAY HOUSE
THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. I ASPHALT SHINGLES SHALL HAVE SELF-SEAL 5TR1P5 OR BE INTERLOCKING. ROOp I RAM I NG
2. FASTENERS FOR ASPHALT SHINGLES 5HALL BE GALVANIZED STEEL,STAINLESS STEEL. T
t
Rafter 0 O
2 CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OR COPPER ROOFING NAILS - MIN 12 GAUGE&HANK WITH A MIN.318'DIA HEAD, RaPlate ( Toe-narled) 3 - 8D per rafter FOR THE
TOWN OR VILLAGE PRIOR TO STARTING WORK.(IF REQUIRED) 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X FA5TENER5 PER SHINGLE, Ceiling JOT5t t0 Top Plate (foe-nailed) 3 - 8D per olst
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, ELECTRICAL Cedinq Joret t0 Parrallel Rafter (Face-nailed) 7 - IGD each lapNORTH FORK
CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS. ETC, POR WORK
PERFORMED FROM AGENCIES HAVING JURISDICTION HEREOF I CONTRACTOR SHALL DETERMINE WHETHER THEEl ELECTRICAL Ceilsnq JOISt Lap5 over Partitions (Face-Walled) 7 - 1 6D each a
SERVICE IS SUFFICIENT RD SERVICE THE NEW ADDITION AND SHALL LINK# /AII�HMCGf5HEATHING Collar Tie to Rafter (Face-Walled) 7 - IGD er tieCOUNTRY CLUB
4 ALL TION SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE NOTIFY THE OWNER ACCORDINGLY ALL ELECTRICAL WORK SHALL E BOARD PREVENTION AND BUILDING CODE ANO ALL RULES AND REGULATIONS OF TFIE OF FIRE UNDERWRITER APPROVED. INSTALL q;i PER OWNERS DIRECTION LINK# 2 -C NNCQION OF RAFTER Blockm to Rafter (Toe-Waded) 2 - 8D each endTOWN OF RIVERHEAD ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN AIME TOP OF WALL Rlm Board to Rafter (End-narled) 2 - IGD each end
5 IF IN THE COURSE OF CONSTRUCTION A CONDITION SKITS WHICH WALLS PRIORTO INSTALLATION OF WALLBOARD. ALL TEMPERATURE
DISAGREES WITH THAI AS INDICATED ON THESE PIANS,THE CONTRACTOR CONTROL WIRING SHALL RUN CONC[ALED IN MALLS. FLOORS.AND/OR WALL FRAMING
CEILING5. VERIFf OUILET.5WITCH ANO LIGHTING LOCA110N5 W1IH ----------_— DNK#3 -5HALL STOP WORK ANO NOTIFY THE ARCHITECT SHOULD HE FAIL TD
FOLLOW THI5 PROCEDURE, AND CONTINUE WnH THE WORK.HE SHALL
OWNER PRIOR TO INSTALLATION. TOP OF PLATE TO Plate t0 To Plate (Face-Waded) 2 - 6D per foot
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING +I G'-1 O"ARISING THEREFROM GLAZING SHEATHING TO MCAD TO Plates at ❑terSeClaOnS ace-Waled 4 - omts - each side
S DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS 5UPERCEDE SCALED LINK#5 -CONNECTION F HEADER Stud to Stud (face-nailed) 2 - I GD 24" oz. CUTCHOGUE
DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON 51TE L IDENTIFICATION EXCEPT AS INDICATED IN 5ECFION K306 1,1 EACH TO ADJACENT IOR WALL
I45PECI ION5 AND/OR OBSERVAI IONS OF IHE CONSTRUCTION PANE OF GIAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN Header t0 Header (Face_nalled) IGD G" O.C. alon ed es
SECTION R306.4 SHALL BE PROVIDED WITH A IMANUFACTURER'5 OR INSTALLER'S
7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND TO or Bottom Plate to Stud (End-Walled) 2 - IGD per 2x4 stud NEW YORK
SMALL HIGH T THE PROPERTY 1 OF THE ARCHITECT WHETHERTHEN PROJECT (ABEL, DESIGNATING THE TYPE AND S, WHICH
E`.i5 V1 9DLE I AND THE 5AF1tY GLAZING
FOR WHICH THEY ARE MADE I6 EXECUTED OR NOT THEY ARE NOT TO BE STAIJDARD WITH WHICH IT COMPLIES, WHICH Iti VISABLE IN THE FINAL 3 - IGD er 2x6 Stud
USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THE,PROJECT EXCEPT IN51ALLATION THE LABEL SMALL BE ACID ETCHEC, .5NADBLA5TED, 4 - IGD per 2x8 stud
CERAMIC-FIRED.REMOVED
WITHOUT
MARK, G 5HALL BE OF A TYPE WHICH ONCE RELIED
BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE p
CANNOT'BE REMOVED WBHOUT BEING DCSTF:DYEJ Bottom Plate t0 FOOf 01St, Bdnd OISt, End OISt Of f)OCkin (FaG6-ndled 2 - GD per foot
ARCHITECT LINK/ 6 -CONNECT N OF WALT.
EXCEPTION,TEMPERED SPANDREL GLA55 MAY BE IDENTIFIED BY THEMANUFACIURCR p�
8 E%15TING CONDITIONS DIMENSIONS
FROM FIELD MEASUREMENTS WITH REMOVABLE PAPER LABEL JOEL FRAMING FLOOR FRAMING
TAKEN ON 04/17/03 ALL DIMENSIONS ARE BASED UPON VISUAL
OBSERVATIONS ARCHITECT MAKES NO REPRESENTATION AS TO THE FINISH SECOND FLOOR ——————— LINK# 3 -CONNECT ION OF l'OP
5TRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ELEVATION +8'-I0' -----RllILTO9i JQiSt t0 5111, TO Plate or Glider Joe-Walled) 4 _ 8D per olst
CONSTRUCTION NOT VISIBLE ON ABOVE DATE. LINMrEl-COITK5C7ZN F End In to JOIEt (Toe-nailed') 2 - 8D each end
FOUNDATIONS SMEATHINGT HEADER blockingto Joist (foe-nailed) 2 - 8D each end REVISIONS DATE;
1. GRADING ROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND 5fENO LINK#5 -CONNECTION F HEADER Blockln to Sill or TO Plate (Toe-nailed) 3 - 1 GD each block
INTO EXISTING. 10 ADJACENT IOR WALL Led er Stripto Beam (Face-nailed) 3 - 1 GD each o15t
2 FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR
SOURCES LOCATED AWAY FROM THE CONSTRUCTION 51TE(BORROWED), J015t On Ledger t0 Beam (Toe-Walled) 3 - 8Dper oi5t
SMALL BE CLEAN SANE,GRAVEL, EARTH, ORA MIXWIRE OF THESE COIL STRAP PING AS MANUFACTURED Band J0I5t to JOISt (End-nailed) 3 - 1 GD er 015t
NCHESSININGNooIxGANICMATTER WITH AMAXIMUM SIZEOFFOUR C--RIDGE VENT BY " SIMPSON STRONG TIE" W/ Band Jol5ttoSlllorTo Plate (Toe-railed) 2 - IGD ' erfoot
3. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED 16D NAILS - I FOOT FROM EACH UNK#G -CONNECTION WALL ROOF SHEATHING
SAND OR'BANKRUN"GRAVEL FROM SITE OR SOURCE APPROVED BY SHINGLE RIDGE SIDE OF RIDGE 9 EACH STUD IOnOOR MING
THE ARCHITECT AND APPROVED A 51.11 ABLE BEARING MATERIAL FOR FINISH FIRST FLOOR LINK# 7 CONNECTIO OF JOI51 Structural Panels 8D G" ed e / 12" field
THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING C'a� �\ 1 P,\� ELEVATION +0'-0' TO PLATE Diaclonal board Sheathln
. FT
cl
4 CALL FOOTINGS SHALL BEAR ON APACITY TO BE TWO TONS PER UND 5TURBED 501L WITH A MINIMUM SOIL JEX~FUST I ° X G" Or I " X 8" 2 - 8D per Support
GRADE
PRESSURE OF 2 TONS PER 50 FT AND SMALL HAVE A MINIMUM OF 3'-0' ASPHALT SHINGL 1/211 PLY ROOF LINK#8-CONNCCFION OF ALL I " X 10" or Wider 3 - bD er Support
OF COVER 10 FOUNDPTION
5. ALL CONCRETE SHALL Or 3500P51CONCRETE @2a DAYS, FELT PAPE SHE
CTYP.J ' CEILING SHEATHING
1
WOOD FRAMING FTE i Gypsum Wallboard 5D coolers 7" ed e/ 10" field
I DESIGN LOAD5 FIRST FLOOR-4hool LIVE LOAD 1 1 _ _ WALL SHEATHING _
ROOF-30l-LIVE LOAD \ }'
SECOND FLOOR-30N/5F LIVE LOAD I Structural Panels 81) G" ed e / 12" field
CEILING-30#5F-LIVE LOAD
{ Fiberboard Panels
2, DE51GN TIMBER STRESS - DOUGLAS FIR SOUTH, NO 2 GRADE FB = Rl DGE I 7/1 G" GD 3" ed e / G" field
825 PSI, E = ,200000 P51
BG>ARp I 25/32" 8D 3" ed e / G" field
3. ALL HEADERS SHALL BE(2) 2'X6"@ 274"WALL5 C(3)2"XG"WALL5 L----------------- GYPSUM Wallboard 5D coolers 7" ed e/ 10" field
@ 21X6"WALLS UNLESS NOTED OTHERWISE. r� VENT
P T1 ♦ —
4.ALL HEADERS 5HALL BEAR ON 4'X4"P05T @ 2'X4"WALL5 OR 41X6" - RID�I.L-I. V ENr1 DETAIL, Par icleb d 8D G" edge / 1 2" field
P05T @ 2'X6"WALL5 UNLE55 NOTED OTHCRW15E --- Particleboard Panels 8D G" edge / 2° field
5.ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY N3"i'
CRITICAL LOAD PATH Diagonal Board Sheathing
CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT"
COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES N.TS. " X G" Or I " X 811 2 - BD er Support
G. FASTENERS AND CONNECTORS TO FLOOR BEAM5 AND BRACING I " X 10" or wider 1 3 - 8D EPP 5u Ort
SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO
EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE FLOOR H A N _
THE ABILITY OF THE STRUCTURE 10 RE515T WIND EFFECTS. iCE Structural Panels
7 ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL 24-f RDMWATE GE Of to b[
zn•FROM cote GF RGor I " or less 81) 6" ed e/ 12" field
WIND ANCHORS, AND TRU55 PLATES ARE TO BE H01 DIPPED GALVANIZED MEI DRIP Y 1'OP LAP
8. GABLE KOOF5 SMALL BE STABILIZED BY INSTALLING 2r4 INCH EDGE APPD 4" lOP LAP U1,11)" IAl 15 UP greater than I " IOD G" ed e / G" field
BLOCKING ON 2-FOCI CENTERS BETWEEN THE RAFTCR5AT EACH OVER FELT ASpdALT(FELT
GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING ALONG RAKE
1NreR1oR FROM EACH GABLE END. '1 . Diaclonal Board heathen
9 MAINTAIN 21 MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING '•` DECK I " X G " Of ° X 8" 2 - 8D er Support
MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. ;{/E" (VARIES) I " X 10" or wider 3 - 8D per Support
10. ALL FLOOR J015TS SMALL BE LATERALLY SUPPORTED BY BRIDGING OR NalLng requvements arc based on wall sheathmg nmled 6'on-center at chs panel edge If wall sheathmg Is rolled 3'on-center alh the panel edge to oblam
BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET ?� .a higher shear capantles, nallmg regwral remcots far structumembers ubled,shall be door altems,ate connectors,such as shear plateshall be used to manta o
.F.'�•' *" METAL the load path
I I ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALL5 WI M "HURRICANE NAIL- �' , ' DRIP Wh
CUPS" @ I G'ON CENTER IN y 2 en wall sheathmove
g Ie continuous r connected memer
bs, the tabulated number of Wads shall be permRbed to be reduced to I - 160 tall per foot
12 ALL'MICRO=IAM'!AMINATED VENEER LUMBER IO BE DOUGLAS FIR A5 «9"STARTER STRIP
OR COURSE OF
PLANS,
MlREDBYTRSTALLATCORPOULBEINSIZESASINDICATED ON X �� " BUNGLES INVENTED CLIMATIC GEOGRAP111C DESIGN CRITERIA
PLANS. MICRO-BY TRUTALLATI CO OR EQUAL,
STRICT CONFORMANCE V im✓ AS PER N.Y.S. CODE
WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS START FIRST COURSE
WITH FULL STRIP TABLE K30 1 .2(I )
13. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED START THIRD COURSE _`�-5TART SECOND
SHALL BE"SIMPSON STRONG-TIE CONNECTORS"OK EQUAL AND SHALL BE WITH FULL STRIP COURSE WITH FULL BOULEVARD
OT T AT A DT
CAPABLE OF HANDLING LOAD5 @ CONNECTION POINTS. INSTALLAMIB lJ ARD
TION55HALL MIN05 FIRST TAB STRIP NUS 112 TAB GROUND SNOW LOAD 45 P5F. T
BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. — -----
14 DOUBLE JOI5T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND NOTE ROCU` WIND LOAD — 3 SEC MIL OMP 120 MPH
ALL OPENINGS GOF SHINGLES SHALL IM
L HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE FA5TE5T MILE
ALLR90 MPH LOO MPH PLANNING EAST, P.G.
15 PLYWOOD DECKING SHALL BE on ERIOR GRADE PLYWOOD . FASTENERS SHALL RE MEN,L'cAUGE SHANK GALVANIZED HAAS W1!ION 3M'IIIA HEAD ----RAFTSEISMIC CATEGORY B ER TIE ARCHITECTS ENGINEERS
TYPICAL ASPILALT ROOF SHINGLE DETAIL BLOCKING 2 BAYS 32645 MAIN ROAD
-- BACK @ 4'-0" O.0 WEATHERING SEVERE CUTCHOGUE, N.Y. 11935
FR05TUNE DEPTH 3G IN. Telephone Fax
ATTIC STRAP TIE 631-734-2011 631-734-2276
TERMITE MODERATE TO HEAVY
COIL STRAPPING AS BLOCKING 2 BAYS DECAY SLIGHT TO MODERATE Internet: www.blvdplan.com
� MANUF. BY 51MP50N BACK @ 4'-0" O.C. WINTER DE51GN TEMP. F. I° F 13° F
51MP50N STRONG-TIE - Ito. -STRONG-TIE TO BE .—
05I G CONNECTOR MIN FLOOD HAZARDS 7_25_78 TERSE PITHE ANS ANU 9PECH+CATIONB ARE TNRTRGIRNTE OF SERVICE
ATTACHED TO EACH wIFRINOEr ISIS E11RU, pP�R�o.Du PLANNWC EGET' P.C.
USE 22 - Ica X 1 1/2 RAFTER * PLATE 1N/ 5d SECOND FLOOR
GALVANIZED NAILS EXPOSURE D B
COMMON NAILS -- ITS TIE
ICE SHIELD UNDERLAYMENT YESG:et .0°_.; .
SPACU N
BLOCKING 2 BAYS r, DATE: L-13-05
BACK @ 4'-0" O.C. [WIND-EOPNE DEBRIS PROTECTION FASTENING SCHEDULE DR. BY: T VP B
FOR WOOD STRUCTURAL PANELS'b`'d A5PERTAEL£R1012A 2
FASTENER 5PAC4NG SCALE: AS ,NOTED
jr0OI` RAFTER
1'-0" 4 FOOL G FOOT
MIN. FIRST FLOOR FASTENER PANEL 5PAN < PANEL SPAN < PANEL SPAN r .7, CHRD: J.S.
PROVIDE MINIMUM I" I STUD 1-0 FLOOR TYPE < 4 fOOT < 6 FOOT < 8 FOOT `l i '� -
END D15TANCE /Y/
EQUAL NUMBER OF CONNECTION 2 112"#6 'w Sv;_'a"„
SPECIFIED NAILS IN WOOD 5CREW5 16" 2" 3"
EACH END BLOCKING 2 BAYS ---
NOTE ALL STUD BACK @ 4'-0" O.C. 2 1/21x8 1G° H9' Hr'
WOOD SCREWS
STRAP TIES TO BE PLACED
5hai
AT EVERY THIRD STUD a.This lam" "basedd on led wend speeds and a 33footmean roof negbe
b'Poo shall be m"W led at at oppoemg ends IN me wo°d=cructural panel
c-Intl shall be 1 Gd common or 12d bo,nmy
TYPICAL RAFTER TIE Wnere :rewsareat ends°ma on nrma,""ry�t" °,cn "1n11beat �nblmngwbmn r ntancM1°h
N.TE. nanng a minimum ultarl wdhdcl capacity of 4PO Pounds.
TYPICAL STRAP TIE DETAIL
GABLE END WALL BRACING PROJECT NUMBER SHEET lllf iBEli
N T.5 ND 5,
01 A-4
30, 3'l 301-01 ,
5'_0" 2d-0• 5'_O" 5'-O' 20-0" 5'-0'
PROPOSED
3-6° O"x36" MIN DEEP 1'-O" 41.0" 5' 5'-4" 5'-4' 4'-0°
CONIC TRENCH POUR FOOTING HALF-WAYHOUSE
PROVIDE GONG
STEP TO GRADE FOR THE
b
° NORTH FORK
5, 1 O"x36"TRENCH POUR '�� _ -
PROVIDE 36"H COUNTRY CLUB
Y
;F FOOTING FOR § b WOD4 RAIL ON .
HC ACCESSIBLE RAMP '••: N '� '� _ FIG AGC. RAMP p 1 -
.. TO WITHSTAND " \ .�" .
m 50► HORIZ. LOAD c11' PROVIDE GES`
m
. - - - --- - - -- ---- - --- - --- "F .. Q• TO CRAWL Py
bI :. ' , ; .• . .. : ' ' -- - --- - -• I HG ACCESSIBLE x uPSETy
4 - r --- --b x ROOM
s' •o ' T •Ol CUTCHOGUE
li �pSI' I 11
51-01 T 6,6 1 b NEW YORK
CONTRACTOR TO FRAME' I,M � I gy 21 - 1
I m OPENING FOR ACCESS I EON ECT TO IEXP6
C �' . 'Q •� IC! H. A 51 DRAGE -
f HATCH A60VEi
r* SANITARY WASTE SY5TEM � d jc -�'
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t 0 OilREVISIONS DATE
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N I u x I' ..'. I '1 MEN'S 1 ®y . z W
LADIES. ® 0 TOILET ( ; .
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TYP. 3 LOCATIONS I ., : I 1Nix o �S "L_ T
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Ir ail
4 CONIC SLAB Wl �' I e 18.4 '' 1 BRWSHEQ FINISHED - BRU5HED FINI$HFD'
Gx6 I O/I O WWM < i ';1 I tt QI 1O'GONG WALL I 4' RAI$E!}CONIC 5LA5 W/ p1 4" RAISED CONIC SLAB W/ Iv 01'
�` :x ON 24 x12" LONG FTG: r Gx6 10110 WWM <
4 MIL PVC VAPOR BARRIER I I ry ' ' I 6x6 I Ol10 iWWM f 4 MIL PVC VAPOR 5ARRIER WAT GE'AREA I n)
ON COMPACTED FILL +✓: AT MIN.36'DEEP. 4'MIL-PVC VAPOR BARRIE
I ' I al I I
ON COMPACTED FILL ON COMPACTED FILL { I 1 \ u all
I aL f• '�- - a --- -...- - 3 2 � •- all
-1
-1 i; 10x,36" MIN,pP.EP uQi '^ § 1 „ i .• r
GONC TRENCH FOUR FOOTING : '�
..,. , r . . 9 4N+l1KA" 3�..Z"xlr" 9-2'-7tiMD,. . .
ALL ' `RIVIDE CONC -
BRU5FIED FINISHED STEP TO GRADE m
4' RA13ED CONC 5LAB W1
GM6 I b/10 WWM {
4 MIL PVC VAPOR BARRIER - _ 1'-O"" 4'- " 3' 7'-1' 5l 7'_1• 4l 1'_"
ON COMPACTED FILL __ _ __ -_ WALL TO 13,REMOVED PRELIMINARY:T* fTI.T D
5'-0' 20'-0• 5'-O WALL TO BE REMAIN ARY:
NEW WALL CON5TRUCTION NOT FOR CONSTRUCTION
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'TelepLune # Fax #
631-734-2011 631.734-2276
Internet:
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BOULEVARD PLANNING EAST, P.C.
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ARCHITECTS ENGINEERS
FOUNDATION PLAN FLOOR 'LAT�3 Clrr HOGu N O`�'i93s
SCALE: I/4"= P-0" 5CALE: 1/41= 1 '-O' Tetephone # Fax #
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