HomeMy WebLinkAbout38525-Z
Town of Southold Annex 3/18/2014
P.O. Box 1179
"~~~111 54375 Main Road
$1 * ,q Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36813 Date: 3/18/2014
THIS CERTIFIES that the building COMMERCIAL REPAIRS
Location of Property: 5145 Route 25, East Marion,
SCTM 473889 Sec/Block/Lot: 35.-2-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/14/2013 pursuant to which Building Permit No. 38525 dated 11/25/2013
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:
repairs to a commercial building (entryway) as applied for.
The certificate is issued to Hellenic Land LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
t rize Signa ure
+ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 38525 Date: 11/25/2013
Permission is hereby granted to:
Hellenic Land LLC
PO BOX 506
East Marion, NY 11939
To: Repairs to a commercial building (entryway) as applied for.
At premises located at:
5145 Route 25, East Marion
SCTM # 473889
Sec/Block/Lot # 35.-2-14
Pursuant to application dated 11/14/2013 and approved by the Building Inspector.
To expire on 5/27/2015.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00
CO - COMMERCIAL $50.00
Total: $300.00
Iding
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:
I. Final survey of property with accurate location of all buildings, property lines; streets, and unusual natural or
topographic features.
2. Fin21 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $ 100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. _Il if l 2011
New Construction: Old or Pre-existing Building: _ (check one)
Location of Property: St L45 /1A IN 2n • E . NA,4L 1-
House No. Street Hamlet
Owner or Owners of Property: H V-Lkeou t( w,i-E &P~t.r s tl
Suffolk County Tax Map No 1000, Section t Block Z Lot I
Subdivision _ Filed Map. Lot:
Permit No. _ Date of Permit - Applicant CA1kbCLM (j 1^4• JMU5
Health Dept. Approval: N( A Underwriters Approval: N JA
Planning Board Approval: N /I-
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant Signature
Salvati Architects
Established in 1910
December 15, 2013
Building Department
Town of Southold
Town Hall Annex
P.O. Box 1170
Southold, NY 11971
Re: Hellenic Snack Bar and Restaurant
5145 Main Road
E. Marion, NY
Permit
Dear • ,
"/RAi i6 reveals that the basement girder column footing, entryway
addition footing and foundation conform to standard practices and the New York State
Building Code.
EREDgR
eY,M
c
~F > C-
N
7 7014
i
i
26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686
Salvati Architects
Established in 1910
December 26, 2013
Building Department
Town of Southold
Town Hall .Annex
P.O. Box 1170
Southold, NY 11971
Re: Hellenic Snack Bar and Restaurant
5145 Main Road
E. Marion, NY
Permit J-R~ 3 ~5 S
Dear Sirs,
Site observation this date reveals that the framing and strapping conform to
practices and the New York State Building Code.
standard
G~gZERED
t'roNY N py .
*y
~alv` i
~62~
IN Y~ c`
„i MAR 2014
L_- -
26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686
Salvati Architects
Established in 1910
January 2, 2013
Building Department
Town of Southold
Town Hall Annex
P.O. Box 1170
Southold, NY 11971
Re: Hellenic Snack Bar and Restaurant
5145 Main Road
E. Marion, NY
Permit -i3 5- -9 S S
Dear Sirs,
Site observation this date reveals that the insulation conforms to standard practices and
the New York State Building Code.
Sincerely,
,i G~StE O
tt~ONY N T~
> Cl
G
~820~
tiEVVYO~
` MnIR - 7n)q
I
26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686
o~,~,Of SOf/Ty~o
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INS ION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
x1o
DATE v I INSPECTOR
FIELD M!ZMMN IMLRT DATE COMMENTS
ro
FOUNDATION (1ST)
y
FOUNDATION (2ND) A
z
0
tIi
ROUGH FRAMING
PLUMBING
d
Lim
INSULATION PER N. Y.
STATE ENERGY CODE
1,; 91
/v0
FINAL
ADDITIONAL COMMENTS
!n G~ f e C
N 4s ~R 2 (Z G
'1 c Q~t- b , acs y z
Z
LN
J
L1
d
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. C / Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined 0 Single & Separate
Storm-Water Assessment Form
Contact:
Approved 20 Mail to:
Disapproved a/c
l Phone:
Expiratioi+- _ 20
uilding I Spector
-_-jj
NOV 14 2(11LICATION FOR BUILDING PERMIT
Date ,200
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 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 applicant or name, if a corporation)
7W GOtd SP~~ S~T' CVTCHVCaVL- AILI N-f3g~-
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Owloe IL
Name of owner of premises &ILENle FrW 2P4 I5 ES
(As on the tax roll or latest deed)
If apicam is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
guilders License No. /~St~344 - N
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Sl MAI rrwktow/
House Number Street 4s10v x30 a ;tr } VIATOn
(r, 014
County Tax Map No. 1000 Section .35 Blovlm,oa +-at + ba .ivoa Lot
t+or 6r put 4811,3X1 r+rn4=lmm*:: vM
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy _9691AjdAtQT
b. Intended use and occupancy VZ~v Pw 4 A N f
3. Nature of work (check which applicable): New Building Addition Alteration
Repair ~C Removal Demolition Other Work
(Description)
4. Estimated Cost Pi,100-0 Fee
T
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. QEt516jtAz r
7. Dimensions of existing structures, if any: Front 8i10 W Rear (9Li Depth $(_;Ln
Height lo - A " Number of Stories C)o
Dimensions of same structure with alterations or additions: Front 6 - to It Rear 8 3 "
Depth 6- 2" Height {ol- J-4
Number ofStori~S., 4:!~14
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
r Zww 11
9. Sizeoflot:From ZBI.ZL Rear Depth 2for•~ 1
10. Date of Purchase 141 ~ Name of Former Owner 6-1 %aw r-'
11. Zone or use district in which premises are situated $oStN a f
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO r Will excess fill be removed from premises? YES_ X NO
1so COLD (44 of
_
14. Names of Owner of premisesCimai4c G+A j0*44 Address <.rrCWcyir Phone No. 631 8~_S
Name of Architectlk,r„r c 5Ai.a t% 1; setts Address '%r RVHSCr ' aw Phone No -1•e 4W!?-- erc- yegt-
Name of Contractor Ntw eta Lvawo 6Afois Address et W j7- Phone No. bSk 1445-1,461
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO N4
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OE~r"r 1
GEb(L(,E Gt-1 AtJr- A t%S being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the ClW oeiq,
(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.
Sworn to before me this
dayof f.jOJIW.W- !p[t&REEVE
NOTARY FYELIC•ETATE OF NEW YORK
No.OIN6059270
otary Public m "uuflotk CQunty Signature of Applicant
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W WT MY w THE gppT1 W ! v w 2 N2or gNi PAVEMENT, YVALKS 4 CinafN16 LE~SEND is I'
1I \ p11 ORA!
% NTNO BAC M %ANTNO BACNFlLL YIx1URE ~,V A \ 401M FlV(IY • ~4Uy4Mp~ENN'~a11 MqeE 7m~scu,. = BELGIAN BLOCK OURS E39~ M = DROP CONCRETE CURB
E" w \ • ROOT SNy IF • ROO SN ¢ PNFSduT Ts GG = GONORETE CURB
f NcQ. - \ \ OEODUWS 1R oE¢olNlUs WEE MCC = MOUNTABLE GONCrRETE OUW
HELLENIC RESTAURANT W FNOTFGRNE C WX24' -I CONCRETE HEADER 4 SIZE
TYPICAL SHRUB PLANTING ~N JA I. \ NOSE Immi RLANTIN6 i ~,V A R•dq~s~r~~N~ ( 2-le STw¢ (a WAY) I' µ GSWS' =CONCRETE SIDEWALK I WIDTH
NTS I - a SAOWDS NE 2 SIR,IRIS N4 12 VLV ASWS'
Sum. UK (T . RUnc - ASPHALT SIDEWALK 1 WIDTH s1221 wI1E (Twsr m Sa1TEN) HRMP =HANDICAP RAMP
vffl N 116E GA = CONCRETE APRON
ME ~ W NEST AWAY FWW MWALL =MASONRY WALL TRUE TINFIR 0
"V A f SHM)OCI) SM 9MiEDpFD Na2c 4UIb1 • r oEPM GGP
SIX WA r \ \ Sea. uAm1 TOwAU~ CONCREE PAVEMENT AP = ASPHALT PAVEMENT
S 'SAIX 9GAIFY ALL A 6P = CRA65 PAVEMENT . =W== OF PLANT RT MP
y . ~ \rfL, I8-TP \1N w PUiNTNG Ma Yua11NE GBP = MASONRY PAVEMENT STOMMLE:140 PAVEMENT
0.00 RGAP = REGYGLED C.ONGRE'TE AGGRAGATE PAVEMENT
TREE TO BE\ I _I W Nor Exav, - W NOT ExarntE 1nrEn 1NAN POP = EDGE OP PAVEMENT
REMOVEDIn., Y~-~_k" BALL IXI IIALL OFPM. y
Sm 9& x z E = EXISTING JI
d ~o 0 g V \ w
5 vo o. TYPIG,4LTIiW P~LhNTIN6 P~ANTINb ASPHALT PARKING STALL, 1(7 = GRAS. PARKING STALL $ s
LOCATION MAP \y\PPd tea. I: P - 'V A *TS
56ALE, I"=600'
_AREA LIGHT e~z
All
br o\~, 0 T 1'. I $~R~y I
N° I FR~p I
m 30 'A r h
o Pe ,o \ S L \ F SITE DATA
I-TG Q ~I I / TOTAL AREA = I.~10[0 ACRE5 ap
l/" 2V\ o @
0 IN. + 9p,0,~ # \ \
mh G \ I ZONING USE DISTRICT = LB LIMITED BUSINE55
(P RS,oo, I II ~ ~ m \ ~ 1
r
VERTICAL DATUM N.S.V. DATUM (MS.L. 1929)
OPP, o \ o \
SE ~pf I
0 I-TG G II o
EXISTING TREE I-TG TO REMAIN ~j NQ'o 7y \ \ I'
o' .I. cx \ \
PARKING REQUIRED
0 -TC, % ' -TG I-Tr RESTAURANT 250 SEATS a I STALL PER 3 SEATS = 54 STALLS
-TP TOTAL = 54 STALLS
t- r _ ' I i III
hP, IN, 'l n A [ 4 6 wx~ PARK1Nb PkOVI(9ED .
\ .w+' d(r ~ASSfl6rW~'A*N~ IWCLNGIL6- ''x"' ` '45 5TALt15 g~
IPa s 3 EY14+~lPARK71~,'iN4 .wYw' " _ i*~
I TOTAL' 5S >SaM may, _ 1 . , eNy LG
\ ~ \ rrW I \ • IP ALTERNATE DUMPSTER LOOO~~~ATION 15 USED TOTAL PARKINS WILL BE REDUCED TQ 0,3 STALLS
p
q0~ !'JP B-PL U
. EfµacF 1 fi0 ` ..I 0 41NEERES GER~TIFIGATION b
\ 'I 1 HEREBY CERTIFY THAT THE WA TITER SUPPLY(.) AND/OR
5EWMGE, DI5P05AL 5Y5TEM(5) FOR', THIS PROJECT WERE 'DE516NED BY ME OR UNDER MY OIREGTION.'B
CAREFUL AND THOROUGH STUDY OFI THE "h
/ p GROUNDWATER OONpITIONS, ALL LOTS, CONFORM TO THE SUFFOLK COUNTY DE
J' I 1. I\ ~ " _ , .,;i ! LVJ ?C ~~Y ~ I
v BTANDA
,p 15TIN\6 TREE y ,C•YY 'Ii
REMAIN
'PIP ///+1o7Y8rat0 G: ~n'flfy~A(iYr y o HOWARD INOUN6, N.Y.S. LS, NO.
/ THOMAS G. . WOLPERT, N.Y.S. P .E. NO. IIl ~
DOUGLAS E; ADAMS, N.Y.5, P.E. NO. ®OB
ty. /
SURVEYORS GERTIF 1G
THIS MAP WAS PREPARED UTILI~IN6 W y
g' ~a+ S 6. '1000 ~Q P O. 1 C ' DTI TOPOGRAPHICAL SURVEY5 MADE BY US. g
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d9 110 } ~ ~ ~>ilck~^~•t .;L~,.I~, ! ~Vw to I'_ * ~'~~g I
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S 1-70 \X" 9 EXI5TIN6 TREE 39 HOWARD W, 'DUNG, NY.S L5. NO. 45093 t- N~ I EEEE B
r„ g 9 00 ® ~lI y~P ® TO REMAIN ggea
7 '0 ~R424' iEXI5TIN6 VIE& IEXI5TIN6 V IN TO LAND
TO REMAIN ~~gr
S 00 9 TO TREE TO -~I ONMERH
- 2~ hq .y0 0, ( / I TREE l 11 \ ' Rl I LAHW MG MOVE WF o c2E
O/ \ \ EXI5rTll 2EE ;TO REMAINREE - Q JOHN GIANNAR1S HELLENIC SNACK BAR'
TO I AI N vvvf p 9`NS Q 5145 MAIN ROAD
EAST MARION, NEWT YORK llg3q
to
ICY RESTAURANT
' +p}~ f 62l HELLENIC, RESTAURANT
" I v 7c \ ~ ~ I64p0 O ~ n Nfi jpo „ ~ - o
s ~h MANr rL At East Marlon, Town of Southold
\I-N5 Suffolk County, keW York
i
- * - QTY SYMBOL 5OnANIGAL NAME ii ME yT j41 - W';'NA'ME SIZE T
L~}I~ ~ A' ~ i0 NS M'55A~ SYLNA'IYdA ' n
l; f, 5 TG TILIA (G48IJAiA PI LIRLFIEAF as"-D^ CAL e.e County Tax Map oi.o-ict 1000 55 em~k 2 roc 14
~ oooO~E ~~~BW WN / t f r~ it i y ^ m I Gsk. - i .-IC T, 61a LANnSGAPE
l , 4 ALIGNMENT PLAN
{ q - - crrc SYMBOL WTrANii ' NAME 1 NAME 512E 6'^b31 ' or NYSDOT Cos, NO: 04-54F eoma,,
°j AO }
_ L PNN ? hIV ~ ~n~ g6 PA PIdEA ADICS _ ~ - I I J qq~ A'1''. N E ~E fi'b' HT .g FaE~ 6 L AMENDMENTS
16 TP 19 IPLICATA MEa VITAE I !r - J 5cavirne ' D'-D' Hr a.e : GENERAL AMENDMENTS SEP b, 3005 Np W„g
5n1 ~ I ~ I p NYSDOT COMMENTS AU6, SO, 2005 aaa NYSDOT COMMENTS MAY 10, 2005 ?y=¢s
-OTY SY}ISpL BFJ81' C 'IVAMB~ Ik ~ IN NAME MAR. 51, 2005 9N NAME SIZE RP07 NY5DOT COMMENTS FEB 10, 2005
MAP PREPARED JAN 24,2005
,I~' .%31 POL .'WRAL.rWMA dxc~NeA acv~yY ~P,~ ~ SHOr+M s GAL rvr OCT. 12, 2004 w
i 11 ~ n „1¢ ' P4 ! u+ggc~$xq» 9Yro+ f j)I eP6mr LamFi i.i E' • i 5`53 CAL SCALE I`= 20'
~ O - uoxuuwr sct • - uoxyuw* rwxo A = srnxs sc; s*nns rouxn JOB NO. 2003-0421
77 DW5.'110552_2004_0552_ali9nment I Or 4
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GENERAL NOTES: BUILDING DEPARTMENT INFORMATION T e~ptN i] #
1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. DIMENSIONS ARE STUD TO STUD.
2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD AND REPORTING ANY DISCREPANCIES TO W } o
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION AND/OR ADJUSTMENT BEFORE ORDERING MATERIALS AND PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE ul c o
PREFABRICATED ITEMS. 1%/ •tYN~ C
3 ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE WITH THE CODES, RULES AND REGULATIONS OF THE TOWN SQUARE FOOTAGE ADDED: EXISTING PROPOSED
OF SOUTHAMPTON, AND THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODES 4. THE G.C. SHALL BE RESPONSIBLE FOR ALL GOVERNMENTAL AND BUILDING DEPARTMENT INSPECTIONS AND CERTIFICATIONS.
5. THE G.C. SHALL OBTAIN CERT. OF OCCUPANCY AT THE CONCLUSION OF THE WORK. PERMIT AND APPLICABLE FEES BY OWNER. IVY LIC.
6. THE G.C. IS RESPONSIBLE FOR ANY AND ALL FUTURE PERMIT RENEWAL(S), AS APPLICABLE, IN THE EVENT OF EXPIRATION.
7. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. DESIGN LOADS: ROOF DEAD: 20psf; LIVE: 20psF, SNOW: 45psf
8. PROVIDE COPPER DRIP FLASHING AT ALL OPENINGS, MATERIAL JOINTS, ETC., AS NECESSARY
9. CONTRACTOR SHALL PROVIDE CAULKING AND SEALANT AT ALL EXTERIOR JOINTS AND OPENINGS, BETWEEN WALLS/ Provide M5TA30 or equal
FOUNDATION/SLAB, AND SHALL WEATHERSTRIP AS REQUIRED. metal straps over ndge to roof rafters - typ @ I G" O.C ATTICS. WITHOUT STORAGE. DEAD. 10psf; LIVE 10 ps£ - WITH STORA - WITH STORAGE : DEAD : 10 psf; LIVE: 20 psf
10. PROVIDE 'CCA'PRESSURE TREATED WOOD IN CONTACT WITH EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, PLATES, ETC. (not applicable if collar tes STAIRS DEAD: 10; LIVE- 40 - GUARDRAILS & HANDRAILS : DEAD: 5; L
11. SOIL SHALL BE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OF NEW FOUNDATION WORK. are present) LS: DEAD: 5; LIVE: 200
12. NO BACKFTLL SHALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING HAS BEEN PROVIDED.
13. PROVIDE 1/2' THICK MOISTURE-RESISTANT GYP.BD. AND 3/4" THICK'CDX' PLYWOOD, AS APPLICABLE, IN ALL AREAS EXPOSURE CATEGORY C Lr)
SUBJECT TO MOISTURE (U.O.N.). SEISMIC DESIGN CATEGORY: B t--1
14. PROVIDE COPPER FLASFENG AT ALL OPENINGS, JOINTS BETWEEN MATERIALS, BREAKS IN BUILDING ENVELOPE, AND CHANGES IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED PRACTICE. w v~]
WIND ZONE: 120mph; Zone III - WITHIN I MILE FROM COAST, MISSILE D TEST APPLICA )TEST APPLICABLE ~ W
15. ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEMS NOT SPECIFIED ON DRAWINGS, SHALL BE SELECTED BY OWNER, AND INSTALLED BY G.C. FOR A COMPLETE JOB. PROTECTIVE GLAZING PANELS: 1/2" PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BO" JST WIND BORNE DEBRIS. APPROPRIATE O
16. ALL ELECTRICAL WORK/DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES. Provide (8) 1 Od common ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVE ,S SHALL COVER ENTIRE GLAZED OPENING, INCLUDING l' >1
17. G.C. SHALL PROVIDE INTERCONNECTING FIRE DETECTING and SMOKE ALARM SYSTEM AS PER NEW YORK STATE nails each end of collar ties w e
BUILDING CODE AT OR NEAR THE CEILING. - typ
18. ALL LIGHT FIXTURES SHALL BE SELECTED BY OWNER, INSTALLED BY G.C. Provide alterni Simpson LUMBER SPECIES & GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE, Fb = 1450psi = 1450psi O y ~~....YY
19.XXXXXXXXX 112 6 H 10 or equal hurricane ENGINEERED LUMBER- LVL 1.9E Ph - 2,600psi & 117/8" T.IV560SERIES MA U560SERIES MAXIMUM VERTICAL SHEAR -2,0501bs O = \ "
XXXXXXXXX straps to tie roof rafter to OOR, GLUED & SCREWED T T O ~U V-q
20. G.C. SHALL PROVIDE HEAVY GAUGE COPPER GUTTERS AND DOWNSPOUTS AS RE1Q'D. (STYLE - K-SHAPE) dbl. plate 4 stud - typ. SHEATHING: FLOORS:(]) LAYER 3/4" COX TONGUE & GROOVE SUB-FLOOR, GLUED & FL1 M
21. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. WALLS:([) LAYER 5/8" CDX APA RATED, NAILED WITH 8D @4" O.C. @ EL D @4" O.C. @ EDGES, 6" O.C. @ INTERIORS; IF PNEUMATIC GUN u
22. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES. IS USED, NAILS SHALL BE.097 -.099 NAIL 1-3/4", 3" O.C. @ EDGES, 6" O.C. EDGES, 6" O.C. @ INTERMEDIATES
23. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION, INSPECTION AND/OR SUPERVISION OF THIS ROOF: GALVANIZED STANDING SEAM METAL ROOF, ON I X10 SHIPLAP 1 I X10 SHIPLAP PINE, NAILED WITH SD wr
CONSTRUCTION PROJECT. @ 4" O.C. @ EDGES, 6" O.C. @ INTERIORS; IF PNEUMATIC GUNS ARE USEI DUNS ARE USED, NAILS SHALL BE.097 - LYNN,
.099 NAIL 1-7/8", 3"O.C. @ EDGES, 6" O.C. @ INTERIORS
FOUNDATION AND CONCRETE rl
1. ALL CONCRETE FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING VALUE OF 2 TONS/CU.FT (VIT.)
2. BOTTOM OF EXTERIOR CONCRETE FOOTINGS SHALL BE 3'-0" MIN. BELOW AVERAGE FINISHED GRADE, U.O.N. O
3. CONCRETE STRENGTH SHALL BE AS FOLLOWS-
a) FOOTINGS, PIERS, FOUNDATION WALLS: fc = 3,000 psi stone conc. z
Provide Simpson LPT4 or
b.) SLAB ON GRADE, fc = 3,000 psi stone conc, equal metal straps to tie
c) SUPERSTRUCTURE SLAB, fc = 3,000 psi stone conc. rim board to dial. plate
- typ. @ 16"O C.
4. ALL REINFORCING BARS TO BE LAPPED A MINIMUM OF 40 AT SPLICES AND CORNERS. Provide Simpson HG or
5 ALL REINFORCING BARS SHALL BE A60 GRADE 60 BILLET NEW STEEL, DEFORMED AS PER A.S.T.M. A-60 equal metal straps to tie wall studs of both floors
to plates R band Joist - typ. Awii m/ err AT vf74" :
6. MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE (3") INCHES FOR CONCRETE POURED AGAINST EARTH; ALL OTHERS SHALL BE TWO (2") INCHES. @ I o O.C. l
7. WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 70,000 psi (A-82). I _
nu>nmmu ?revm..dw•xaR...~ E '^~»N Provide Simpson 516 or Uwwr q w.Warr4lb&tdm+,
8. CONTRACTOR SHALL PROVIDE PROPER SLEEVES IN FOUNDATION AND SLABS TO ACCOMMODATE ANY PIPES PASSING THROUGH. equal metal str?aps to tie wall :'mnrosaarsmm ,b
9. FOR 4" THK. P. CONC, SLAB ON GRADE - PROVIDE 6"x6" 10/10 W W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 6" OF WELL COMPACTED CRUSHED STONE OVER GRADE. stud to plate 4 bandJoist ~ H.AW Hollawn avp dunmufazurirg ~ (p.
- typ. @ 1 6" O.C. • Rterm MiA.11 nl 101.1i rhod mmme.>,I mefM e 4 Th-y se Smgsm ilrvzg-fw' _ MS w i* nsdll ~~ia s 0
MASONRY easy mdpmi*mdtcedlamNV p. mrava v:wmms ! Ill Provide appropriate metal gmHSr ml remsn+>b+mnpamim ase is mnavi .a•d+a u3eps
1. ALL DIMENSIONS GIVEN AS MASONRY OPENINGS ARE TO ROUGH FACE OF MASONRY WALLS AND/OR PARTITIONS. plate washer, nut it anchor w Tlc.ICU mo aF hzl~ws we m worms 1 0.n1~ a+.
2. ALL BRICK SHALL BE LAID UP IN CEMENT-LIME; 1:16 MIX AS PER TYPE S OR N OF A.S.T M. SPEC C270 -1964. hadinons bolt to be sill plate to conc. a1 Me p^.dvc a~vh aP1?JJ'smwJlm the NOU26 g
foundation wall - t6'-0" a'd'+~"P?A°i°°IIpr~~na+A6,rvpaldy t. p)~i Yp @ 7EC my mea ba igtsr-0"'x h:J:vxn s~.vuvr O.C. (where I Story), 3'-0" ~ ans~4em 7x pars, ztd r..oi: usi; a'fi SZ'::": L'Rr-;CS ~ ~q ~
STRUCTURAL O.C. (where 2 stories) 12" x,swrfv`ro; Pe e1I^[ha :m+evi-d in ov:Mvin rMe v. ES a:urr r•<cmma+x NAmao Azs.`adv lW.o:A fpL19v1 aN
1. FRAMING LUMBER SHALL BE HEM FIR, NUMBER 2 OR BETTER from corners of building e m«ia damnm:en+~nn I«rsnl ::;.-..ve brxzdy:rd:
2. GRADE MARKED LUMBER FOR STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERE[ItO SITE openings,l2"min, deep per atim li?9A3ddv IG.;;reehS'e.f}7?14u a.R t, m _'s Fm moor aclvUsar upian,msaa +SemgTs. wm
3. WOOD SILLS SHALL BE (2) 2" x 6"'CCA' WITH 1/2" DLA. ANCHOR BOLTS AT 8'-0"o.c. MAX., 12" FROM ENDS/CORNERS OR AS (U.N.O.). xoasagcut VProvidis Simpson LPT4 or b* Wraiii dwmsTCSd¢imion dm '
4 ALL WD. HEADERS SHALL BE SUPPORTED BY (2) STUDS EACH SIDE OF OPENING. equal metal straps to tie +m . rm
5. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND rim board to 5i11 plate - typ. •IkxsS~mnrawHrh nstdi msssg~ ad,m 3amer Ja a:d ¢:v.i8:agnosr mtsemm ova w`~epaeosrrye:d k'k1e. nnsw ar'+"...e`wy
PARTITIONS RUNNING PARALLEL TO SAME. @ 16"O.C. •SC6 xnes ae wlpied etlrduha4irwmb mw•e ' rm .w,e pra{ai faa,r. zre,ae! i 1.
6. CROSS BRIDGING SHALL BE SOLID BRIDGING USING JOIST DIMENSION LUMBER IN OFFSET FASHION. +No and 6drcmsuite - mapenna .
7. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2" ~trNv c. FruwI NIMI Ymlh•n
8. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE'SIMPSON','TECO', OR APPROVED EQUAL FOR ALL FLUSH S t ra p p i n c 11111P11~ETALLAIft • L.d%pf;~r hswmv S. Gm:rd Ndzs rcr apping Diagram Wivww:sivrd hmm o tyh=la PROVED A r; N"'I'l,"D
STRUCTURAL CONNECTIONS. • kr wei r n t v~rcr ••t'~, •i1 Who ro silwuh-".,e OH rea .sd:M
9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" MIN. BACK FROM MASONRY CHIMNEYS AND/OR FLUES AS PER NOt to Scale > Scale Na:ene. r~dw~+r w ~Rh=aa:~awr k 3m oir b~.:a •TatemdlpvTammkersmgrhr. Me 6ein mrYdvemrc Y DAT~E}.~ 44 BF.B 3~2s~
NYS BLDG. CODE, 4A famnrsni m Ian ma i.___ (tea FEEC~..~I4! BY -e
nvi n vri7x+n syYy+gh wool, fxhclimni perASTY RSt'' Sm {ege 28mz Std wb:s mrdudi, zmturhdl na shwtl NOTIFY BUILDING L-PARIMENT AT
•S.Sasrd SSi9AnxherBah an a.s,...a„w nl. u' x em,rm, i 765-1002 BAM 10 1 PM mR TP7
png's aS~abrasa`xilPs aq'rm. am~ldrn'a,[+. wilt _o.. _ Ala$a. i AL FOLLOWING INSPEcrioR5
psp~ewQ~itmaNisa Wha B~nm ~asvde kmmaad I. FOUNDATION TWO REQUIRED
•flmt ay ei:i Md~ dmNe3e fnr. alnuNBami¢ns I®a AW k dints i mtcytrmrrqquefienm i~ozt ? MH61: S:s a9hr Cede9ehrnm I t%Qlnhss#aQd nmfmmed J (lYln 14131 FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
~mo-wm{Ytm tsar m:mwpakGien Attu ovm~~nr/+~ty «a+ax p0: cirt.maxysaTamy.roamas p# 4. FINAL - COILTRIICTION MUST "g BE COMPLETE FOR CO.
aamor f9Xlwmt a9XttkutAresQSwdll..d "2 Ps.a rrbrrQ aMa 1 GQS e ALL CONSTRUCTION SHALL MEET THE
as at Near mn IWXbx tl ?Xm. REQUIREMENTS OF THE CODES 01- NEW
Y1 X 9 Q ~ ppa. i~ atylf aQ'bJI9 p Pad i F YORK STATE. NOT RESPONSIBLE FOR
a EM Nt 19' iM 10.^' t5[ -.:L IL ~i e, vc Y TN 1; a'.. b'•. t5 +x Y. a'acc 2ty b }IA? 141• 111 EEEC DESIGN OR CONSTRUCTION ERRORS.
~ r^T- =-acsu txu• ttn< .•:a arts +.o
sa~ 14 a rr. a% 1% m n u a a9Ta Is e t a 1aVa Th 1% 1% % 1Daa9 41,15 saes Mu Ma"W& R e ~Frnrtlt i ~ien6roulc
u a 1sw au fri TX X 1~>w96PS11i- a >aala 1013 abs 3 -frank i1ding ok
a Salo tans essa s 19 a lea a% IN IN % mQZrr a% XITS 9ma s1 wta 4f Comlrvplon omfNn65ervia.
4% a4u ro a 631-5 M9
Xa1Xl•arsaa to a vs as IN 1% 1 ao-soslmzr.- a% a ¢ % 1119 CM PLY P !-H ALL CODES OF NO. DATE REVISIONS
a0dl{Sun T a xs•w Yh 1% 4 1 x4mlWxxn' i% txat^ roxa'J at" i NE NEW YORK ST.':; E & TOWN CODES
5w i"'ll, uxia'• to AS AS REQUIRED AND V
14t6w11e 1tAtltlsm AQmtlamQbtaatµaYSr nXQ bC WNaQ MA i.limtM aXtf sn11k 1a IXYY.at2 NkarabQal lsbatlb y'atlW Kqy %YntQf KPQ%XhiX )iGSi E4Ya°NfY l:'-T'lr uxfMW:z'p$YYYSi: tAYat tB
2 i1{C trym1aa iRNa XQ i]ra taplaq YitiCINX. ati eBiM I#CGt:.Y(~YJ N:il~~f1'.'I1:1 Y6bM.::p:JW1Il$i'Gt0•gbin V.iCab 6Ste Q¢4 a9aa I r:=-1mn.ssx .:va tp l: +t atMltpN aar:X: vttxant
i XIKRtl fYaaara~lf ~NYi Ya4•n1`~b~4t 91f {i(a6i:1fa1 LYT.tr.l.lsgYht~1"dtN[Itl rtCR a2ffi(Y ffla#mo _ m~aaaaAX9rt0#tl#fL1At aelWalm{# Xbib ,pgpy{p~yp as At altlm Wl W1[Ml kertklXe the~nm S
Hlivasrlrt#mlXmnT AR WY~a~ff rnfm tmPl ilmamm[ap:6tlmk Wp~dmga wuhb prw-lttpalglmt9Mt P1aplgtPaf bt#tiQl OaOFI#YYYM(IOt W mWMS M xE~mtarhtumvttvti
a 1AM ; teGaiM Vart1.TU Yk'v~a e.IIM1XmKUl/ab1#M bXSaamsa misa'eaXam (B,SnGJ nrt$a fcC mlc<NQM ba.m0u: vGrdMhrp n" f.l fiva salsarre#macWSbmitlm Mblt'ppksllrat ,bMlna DATE:
m r~aswrri~a itummnr vsu {aca<:t:]ai tr ~9 1 - 90 nmm9gs3utvw .s or SCALE: AS NOTED
DRAWN BY: FHS
p p~ CHECKED BY:
oc OCCUPANCY OR SHEET TITLE:
us USE IS UNLAWFUL Building Dept.
WI WITHOUT CERTIFICATE
OF OF OCCUPANCY Information
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FFIF PFFM 1; CDX PLYWOODn i IVCl H a T i InN
i ~ A v ~ I I I l_ L. I I 1 l_l I V I
ROOF ROOFING
III
AZEI SOFFIT i
I
Ix8 RAF FACIA
i
RAFTERS I
lb 0 1 0 . C. DUAL L„ X 1 0„
HEAOERS
5 8" S H E E SHEETROCh 5%16" CEMENT
J
FIBERBOARD
R19 INSULAT E=,'1ULATION FRAMING L X~ Foyer Rei Rennovof 'Ion
Existing
Wall Is
~X~- X6" ACO 5,'8 SILL BOLT S c a I e'SILL He I I en I c 5
SIF ;n I c Snock Bar & Resltauront
5145 MaI Main Road
itIn n9 NY 1t93
4EREDARc M
I
t Cc,nfiac c a y I
00
Fluor George G le G l an nar 1 s q' OF NPV\2~'
Pion
8 I ) 80
6 j PjO(5-5750
Crass Section