HomeMy WebLinkAbout37197-ZTown of Southold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
4/11/2013
No: 36195
Date:
4/11/2013
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
COMMERCIAL ADDITION
39750 CR 48, Southold,
Sec/Block/Lot: 59.-10-1
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/27/2012 pursuant to which Building Permit No. 37197 dated 5/7/2012
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:
addition and alteration to an existing winery building as applied for.
The certificate is issued to
Threshold Blue LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 2/15/13
37197 9/10/12
A)~/rized ~ignal~re
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 #: 37197
Date: 5/7/2012
Permission is hereby granted to:
Threshold Blue LLC
Attn: Rosicki Rosicki & Ass
51 E Bethpage Rd
Plainview, NY 11803
To:
Addition & alteration to an existing winery building per Planning Board as applied for
At premises located at:
39750 CR 48, Southold
SCTM # 473889
Sec/Block/Lot # 59.-10-1
Pursuant to application dated
To expire on 11/6/2013.
Fees:
3/27/2012
and approved by the Building Inspector.
NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,876.00
CO - COMMERCIAL $50.00
Total: $1,926.00
Building Inspector
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 m~d submitted to the Building Depamnent 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).
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. Cmrm~ercial building, industrial building, multiple residences and sinfilar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Plmming Board Approval of cmnpleted site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate storey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A p~operly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is
denied, the Building h~spector shall state the reasons thercfbr in xvt lting lo the applicam
C. Fees
1. Ceaificate of Occupancy ~ New dwelling $25.00, Additions to dweI[ing $25.00, Alterations to dwelling $25.00,
Swimming poo $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
(:mtificate of Occnpancy on Pre-existing Building - $100.00
3.Copy of Cei~ificate of Occupancy - $.25
4 t lpdated Celliticate ofOccnpancy - $5000
5 '1 empolmy Cedi/icatc of Occupancy - Residentia $15.00, Commcmial $I 5.00
New Constl~lCli<nl: .__ Old nr Ple-existing Building: ~ (check one)
1 louse No. Street [tamlet
8uflblk('o ~)'~]ax MapNo I )00, Sect on ~ Bh~ck ]O lol ]
( .
Subdivision Flied Map Lot:
Heallh l)cpl Appmxal ~ 1 }ndel'WFllelS zXppl oval ~
Requc~s~ t<,: 'I Cml0Ot:uy Ccrtificale Final ( ci-tificatc
Fee St mlitled: $ tOd.. __
(check/i ac:)
· pphcant S gnature
Town Halt Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
Fax (63 l) 765-9502
ro.qer.dchett~town.southold.n¥.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Sparkling Point
Address: 39750 County Rd 48 City: Southold St: NY Zip: 1197t
Building Permit #: 37197 Section: 59 Block: 10 Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-e
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Commedcal Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Servicelph ~ Heal ~ DuplecRecpt ~
Service 3 ph Hot Water GFCl Recpt
Main Panel NC Condenser Single Recpt
Sub Panel NC Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment: 2-combinaion smoke/co detector, 4-special 30a recpticles
Ceiling FixtureseH~r----l[~ HID Fixtures
Wall Fixtures 141 Smoke Detectors
Recessed Fixture I 101 CO Detectors
Fluorescent Fixtur Pumps
Emergency Fixtureu Time Clocks
Exit Fixtures [~ TVSS
Notes:
Inspector Signature:
Date: Sept 10 2012
81-Ced Electrical Compliance Form.xls
Town Hall, 53095 Main Road
P.O. Box 1179
$outhold, New York 11971-0959
Fax (631) 765-9502
Telephone (631) 765-1g02
BUILDING DEPARTMENT
TOWN OF SOLTTItOJ~D
CERTIFICATION
Date:
Building Permit No. , 2 q I q ~7 ~
~le~e print)
Pl~ber: Cooke ~ ~ ~
d ~l~e p~nt) /
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
Sworn to before me this
Notary Public, , ~L t~-~///~ County
Notary Pub~fC, State d New York
No. 01L06070081
OlJalified iff SaJffolk CtxJn~. f) ~-/
Commisslo~Expires ~ -! 7-/~7r
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL IR~OUG.) [ ] ELECTRICAL (FI~
REMARKS: ~/,Jr~ ~/./2/~ '--~~-~ ~ ~,
37/?7
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] ROUGH PLBG.
J~INSULATION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
~ [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING/STRAPPING [ ]FINA/~~
[ ]FIREPLACE & CHIMNEY ~ ]~IrSAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [L~I:IRE RESI~ETRATION
[]ELECTRICAL (R/UGH) .~' ~_ ].ELECT/~K~A..~IN~I~
REMARKS: ~
DATE~_~~____iNSPECTOR ./~~~/~/
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
I NSPECTI/ON
[ ] FOUNDATION 1ST [ ]/.~OUGH PLBG.
[ ] FOUNDATION 2ND [l/] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION[ ]FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ~ ~~-~
DATE
~INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
] FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
~FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI. DN
[ ] FOUNDATION 1ST [ ]~I~UGN PLBG.
/
[ ] FOUNDATION 2ND [~ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ~ I NSPECTOR(~:~/~~
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) /~-]-EI. ECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR~" ~
TOWN OF SOUTHOLD ~
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
RO .BG.
]~U_LATION
FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRIC.~L~(ROUGH) [ ] ELECTRICAL~F~INAL)
S A M U E L S &
S T E E L M A N
October 23, 2012
Building Department
Town of Southold
53095 Main Road
Southold, NY 11971
Re: Sparkling Pointe Winery Addition
39750 County Road 48
Southold, NY 11971
SCTM# 100-59-10-1
Building Permit #37197
Dear Building Inspector,
This letter is to certify that the poured concrete footing including all rebars at the new
Crushing Pad were constructed in accordance with our drawings and details as approved
for the Building Permit.
Sincerely,
Samuels and S~t~elman Architects
Nancy $~elman, R.A.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork. net
Examined t),~07 , 20/~
Approved dff'/t~7 ,201~'1
Disapproved a/c
PERMIT NO.
?177
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.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mail to:
Phone: 7 ~,J- -[.~ ~0~-~
Expiration /~7 ~ ~ '-~' - '
~~~ ~}~ } Building inspector
~ U}~ ~ 2~2 ~PPLICATIONFORB~LDINGPE~IT .
2 B~ ~INSTRUCTIONS Date~F~ 2G ,20 i~
~plication MUST be completely filled in by ~pewriter or in i~ ~d submi~ed to the Building I~pector with 4
sets of plus, accmte plot pl~ to sc~e. Fee according to schedule.
b. Plot plan showing location of lot ~d of buildings on premises, relationship to adjoining premises or public s~eets or
~eas, ~d wate~ays.
c. ~e work covered by this application may not be commenced before issu~ce of Building Pemit.
d. Upon approval of this application, ~e Building Inspector will issue a Building Pe~it to the applic~t. Such a pe~it
shall be kept on the premises available for inspection t~oughout the work.
e. No building shall be occupied or used in whole or in p~ for ~y pu¢ose what so ever ~til ~e Building Inspector
issues a Ce~ificate of Occup~cy.
f. Eve~ building pe~it sh~l expire if~e work authorized has not commenced within 12 monks a~er ~e ~te of
issu~ce or ~ not been completed within 18 months ~om such date. If no zoning amendments or other regulations ~fecting the
prope~ have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemit for ~
addition six months. Therea~er, a new pemit shall be required.
APPLICATION IS HE,BY MADE to the Building Depment for the iss~ce of a Building Pemit pmu~t to the
Building Zone Ordin~ce of the Town of Sou~old, Suffolk Co~, New York, ~d other applicable Laws, Ordin~ces or
Regulations, for the co~ction of buildings, additions, or alterations or for removal or demolition ~ herein described. ~e
applic~t a~ees to comply wi~ all applicable laws, ordin~ces, building code, ho~ing code,,~d regulations, ~d to a~it
authorized inspectom on premises and in building for necessa~ ~nspect~ons,. / [ .
~ ~ ~ if c omtlon'
/ --(Si~mre ofap~,ic~t or nme,' a o, ' /
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(Ag on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed worl~ will b~ done:
q75o ,rr/-o lC!
House'Number Street - ' /
Hamlet
County Tax Map No. 1000 Section .t~c/ Block / O Lot I
Subdivision Filed Map No. Lot
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
Addition .~ Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor '--
b. Intended use and occupancy ~A-)l}T~,r'~
1
3. Nature of work (check which applicable): New Building.
Repair Removal Demolition
Estimated Cost 4~ ~Z30, LPoo Fee
If dwelling, number of,dwelling units
If garage, number of cars --
If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Front /O~o ' Rear /Qd> ' Depth
Height 2-'! L~-,, Number of Stories /~7o~.,-
Dimensions of same structure with alterations or additions: Front /9;/o" Rear /~'~> L I0"
Depth /0~' Height ~1 '~ 4-" Number of Stories
8. Dimensions of entire new construction: Front -- Rear
Height ~ Number of Stories
9. Size of lot: Front ~e'e~ 6~4-~_- r21~v~ Rear ~ .Depth
10. Date of Purchase %O_,Ob ~-/- Name of Former Owner
/
.Depth
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~
13. Will lot be re-graded? YES NO ~X Will excess fill be removed from premises? YES NO ,~'
14. Names of Owner of premises Thrw,-,~ol~l ~lo~. ~ldress ~ 7~ ~,~6o~Phone No. 7~-~o
Name ofArchitect ~:am~~~ AddressT~2~ W]~ Phone No ~6~
Name of Contractor. ~,~n ~-,~ ' Ad,ess ~~..~ Phone No. ~6~ ~/~
15 a. Is ~is prope~ wi~in 100 feet of a tidal wetl~d or a ~eshwater wetl~d? *~S__NO X
* IF ~S, SOU~OLD TO~ TRUSTEES & D.E.C. PE~TS MAY BE ~QU~D.
b. Is this prope~ wi~in 300 feet of a tidal wetl~d? * ~S NO ~
* IF ~S, D.E.C. PE~ITS MAY BE ~QUI~D.
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 .2q
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF ~S:
~r)F~tl ff'D'~-o2:?~l v't-xg~r~ being duly sworn, deposes and says that (s)he is the applicant
· (Nar4e ~f 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.
Sworn to before me this
'2.~ dayof ~ (~,A..~..- 201 ~.
ubli
/ ,t,57-S'ililnat ur'~ o f Applic ant
TOWN O1~ $OUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 1197]
TEL: (631) 765-1~02
FAX: (631) 765-9502
$outholdTown.No~hForlcnet
PERm O. 33 / q7
BUILDING PEKML R~PLICATION CBECKLIST
Do you have ~
4 ~ ofB~ PI~
Examined .20
JUL - 3 2012
Appmw~d ,20_ BLDG. DEPT.
Disapprovod ~/c TOWN OF SODTHOLD
Building Ir~pecter
APPLICATION FOR BUILDING PERMIT
Date ,20
INSTRUCTIONS
- .~ This applleafion MUST be oompletely filled in~ by typewriter or in ink and submitted to the Building lnspeotor with 4
c, Thc work covered by ~is ~ppltoation may not be cemmernoed before issuance of Bu0di~g Permit.
d. Upon approval of this appilcation, the Building Inspector w[lI Isaue a Building Pvrmlt to ~e appHcent. Such a permit
e. No building shall be occupied or used in whole Or in part for any purpose what so ~ver until the Bllfldlng ~[nspeoter
if the work authortzed has not cemmenmt v4thln 12 months after the: 4ate of
property have been enacted in the interim, the Bufldb8 Inspector may autlmriz,, in wrki~& tho extensfo~ of the permit for an
(Mailing addre~8 <~f applicant)
State whether applicant is owner, lessue, agonL architect, engineer, general contractm'~ electrician, plumber or builder
' - (As on the tm/rolI or lat~'~ d~fed) C~/AJ-rM~R--
If appli~ul i~ a corporation, siltn~ture of du~y ~uthofizexl officer
(N'nme and title of corporate officer)
Builder~ Lieeme No.
Plumberz Lic,mso No.
F-lecmiclna, Lieenso No.
I. Location of land On which proposed work will be done: , , /
House Number ~treet i - ' /l_iaml~yY~
Subdivisi0a ~-.. .... Filed Map No.
· State exisfin8 t~se and occuprmey of presnlses and intanded use and occupancy of proposed construction:
a, Existing use and occupancy
b. Intended use and occupancy_
Natm'e o£ work (check whlch applicable): New Building. Addition ~)~ Alteration
Repair Remov&l Demo~tion Other Work.
(DescripQan)
E~timatedCest ~ }%O,.~oo ~pO ,, Fee
(To bc paid on flJ~ng this epplic~o~)
Ifdwdlin& number of dwelling u~it~ / Number ofdweilimz u~ts on e,~ch floor /
If garage, number of cars. /
5. If bu~iness~ commercial or m/xed occupancy, specify nature sod extent of each type of'use. ~0 ~. ~ C ¢ c ( tm \
?, DJmemions of existing sm~tures, if any; Fnom Rear .Depth
Height ,. Number of Stories
Oimensfons of same structure with alterations or additions: Front
Depth,, Height Number of Stories
g, Dimensions ofenfir~ new ccnstmcfion: Front _Rear , Depth
Height Number of Stories
9.. Size of lot: Front Rear_, Depth ....
10. Date of Purchme. Name of Fom~er Owner
l I. Zone or use district in w~oh premises are situated
~ 2. Does proposed constru~on violate any zooing law, ordinaoce or regulation? YES NO__~
13. Will lot be m-graded? YES NO WQI excess fill be removed from premises? YES NO
14. N~"nes of Owner ofpramises.c'l/-~'7//l~'r- ~/C~ddress ~/~Z/~o/../), A/.~-Z Phone No. ~/~
t~ameofContractor J~6~, ~r.~. ~cc,~-~-~ Addre.'ujZ-q '~eck,,o!*,~,, l~'PhoneNo. ~3l-
* · ~S, SO--OLD ~ ~US~ES & D.E.C. PE~S ~y BE ~QUI~D.
b. h ~s pm~ ~ 300 ~ of a t~ w~t]~d? * YES NO
* W ~S, D.E.C. P~S ~Y BE ~Q~D. -
~ 6. ~de ~ey, to s~ ~.th acc~ate foX, on pl~ ~d ~s~ccs to pwpe~ l~es.
1 ?. If el~v~o~ at ~y point on p~ i~ m 10 fset or bclow, m~ ~o~de topogrep~] da~ on s~vey.
* IF ~S, PRO~E A COPY.
STATE OF NEW YOKK)
SS;
~e ofindi~dual si~ing ~t~) a~e ~,
(Con~ter, Ag~m, Co~omt~ O~r, etc.)
that all ~n~ ~nm~n~ h ~is a~licatJon ~m ~ue to the b~t of his know edge and belief: and t~e work will be
p~e~ ~e manner s~ f~ in ~e ~pli~tion filed the~with. -.
No, 4~50~
~ .... a ..... Sig~turc of Applicant -
PLANNING BOARD MEMBERS
DONALD J. WILCENSICI
Chair
WILLIAM J. CREMERS
KENNETH L. EDWARDS
JAMES H. RICII III
MARTIN II. SIDOR
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MAILING ADDRESS:
P.O. Box 1179
Southold, NYl1971
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
March 13, 2012
Ms. Nancy Steelman
25235 Main Road
Cutchogue, NY 11935
Re:
Approval: Amended Site Plan for Sparkling Pointe Addition
Located at 39790 CR 48, +682' east of Ackerly Pond Lane and CR 48, Southold
SCTM#1000-59-10-1 Zoning District: A-C
Dear Ms. Steelman:
The following resolutions were adopted at a meeting of the Southold Town Planning
Board on March 12, 2012:
WHEREAS, this proposed amendment to a site plan is for the addition of a 12'4" x 21'4"
office along with the enclosure of an existing 56' x 50'6" area that currently operates as
a paved outdoor crushing area and the addition of a 23'6" x 50'6" covered crushing pad,
all for employee access only, to the existing tasting room site of Sparkling Pointe Winery
on a 12.088 acre parcel in the A-C Zoning District; and
WHEREAS, the applicant submitted an application for site plan review on November 29,
2011; and
WHEREAS, at a Work Session held on December 19, 2011, the Planning Board
accepted the application for review; and
WHEREAS, the Southold Town Planning Board, pursuant to State Environmental
Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (7) has determined that the proposed
action is a Type II Action as it falls within the following description for 6 NYCRR, Part
617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-
residential structure or facility involving less than 4,000 square feet of gross floor area
and not involving a change in zoning or a use variance and consistent with local land
use controls..." and not subject to review under SEQRA; and
Sparklin.q Pointe Addition
PaRe Two
March 13, 2012
WHEREAS, on January 11,2012, the Planning Board, pursuant to Southold Town Code
§280-131 C., distributed the application to the required agencies for their comments;
and
WHEREAS, on January 19, 2012, the Southold Town Architectural Review Committee
reviewed and determined that the proposed addition was acceptable; and
WHEREAS, on January 25, 2012, the Southold Fire District determined there was
adequate fire protection and emergency access for the site; and
WHEREAS, this action is exempt from review by the Suffolk County Planning
Commission because the "...site plan proposes less than 5,000 s.f. of new or renovated
floor area..." and is identified as a matter of local determination; and
WHEREAS, on February 6, 2012, a public hearing was held and closed by the Planning
Board for the above-referenced site plan; and
WHEREAS, on February 24, 2012, the Town of Southold LWRP Coordinator reviewed
the above-referenced project and has recommended that the proposed project be found
consistent with Southold Town LWRP policies; and
WHEREAS, on February 27, 2012, the Southold Town Engineer reviewed the above-
referenced application and has determined the project to provide adequate drainage
and the proposed drainage meets the minimum requirements of Chapter 236 for Storm
Water Management; and
WHEREAS, on March 12, 2012, the Southold Town Chief Building Inspector
reviewed and certified the proposed amended site plan as a permitted use in the A-C
Zoning District; and
WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code
§280-131 B (5), has the discretion to vary or waive the parking requirements for site
plan applications where doing so would not have a detrimental effect on the public
health, safety or general welfare, and will not have the effect of nullifying the intent and
provision of the Site Plan Requirements chapter of the Town Code. The Planning Board
has found that this application is eligible for a waiver of parking requirements because
there is no need to provide for additional parking; the application is for an addition that
will not be open to the public or generate more vehicular traffic than the site already
attracts; and
WHEREAS, at a Work Session held on February 27, 2012, the Planning Board found
that all applicable requirements of the Site Plan Regulations Article XXIV, §280 - Site
Plan Approval of the Town of Southold have been met; be it therefore
RESOLVED, that the Southold Town Planning Board hereby waives the parking
requirements as noted above; and be it further
SparklinR Pointe Addition
Pa.qe Three
March 13, 2012
RESOLVED, that the Southold Town Planning Board has determined that this proposed
action is consistent with the policies of the Town of Southold Local Waterfront
Revitalization Program; and be it further
RESOLVED, that the Southold Town Planning Board grants Approval to the amended
site plan entitled "Sparkling Pointe Addition", prepared by Samuels & Steelman
Architects, on November 23, 2011 and authorizes the Chairman to endorse the site
plan.
Please note the following requirements in the Southold Town Code relating to site
plans:
1. Any outdoor lighting shall be shielded so the light source is not visible from
adjacent properties and roadways. Lighting fixtures shall focus and direct the
light in such a manner as to contain the light and glare within property
boundaries.
2. All storm water run-off from grading, driveways and gravel areas must be
contained on site.
3. Approved Site Plans are valid for three years from the date of approval, within
which time all proposed work must be completed, unless the Planning Board
grants an extension.
4. Any changes from the Approved Site Plan shall require Planning Board
approval.
5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspect the site to ensure it is in conformity with the Approved Site Plan, and
issue a final site inspection approval letter. Should the site be found not in
conformance with the Approved Site Plan, no Certificate of Occupancy may
be issued unless the Planning Board approves the changes to the plan.
A copy of the Approved Site Plan is enclosed for your records. One copy will also be
sent to the Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
Very truly yours,
Chairman
Encl.
CC;
Building Dept. w/map
Town Engineer w/map
35180 Rome 48.. P.O. Box 608 · Peconic, NY 11958.
Office (631) 734-6800 · FAX (631) 734-2318
1 2013
Southold Town Engineering Department
James A. Richter, RA
Southold Town Hall
53095 Main Rd. P.O. Box 1179
Southold, NY 11971
Febmary27,2013
AR - 82013
Southold '[own
Planning Board
Re: Conformance to SWPPP requirements for Sparkling Pointe Winery Addition
Between 5/16/12 and 8/17/12, Latham Sand and Gravel performed the excavation work required
for the construction of an addition to Sparkling Pointe Winery located on Route 48, Southold.
The work was done in conformance with the approved site plan dated 3/13/12. Temporary
erosion control hay bales were installed and removed upon completion. Four drywells including
2~8'x8' and 2~8'x5 were installed as per plan with proper roof drainage piping. The soil
conditions will provide acceptable percolation for the drainage structures.
Yours truly,
John D. Hocker, P.E.
Vice President
Marine Construction * Dredging * Precast Cesspools * Gravel * Fill - Topsoil * Excavating and Land Development
PLANNING BOARD MEMBERS
DONALD J. WILCENSKI
Chair
WILLIAM J. CREMERS
PIERCE RAFFERTY
JAMES H. RICH III
iViARTIN H. SIDOR
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cot. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
April 10, 2013
Ms. Nancy Steelman
25235 Main Road
Cutchogue, NY 1.1935
Re:
Site Plan for Sparkling Pointe Winery Addition
Located at 39750 CR 48, +682' east of Ackerly Pond Lane and CR 48, Southold
SCTM#1000-59-10-1 Zoning District: A-C
Dear Ms. Steelman:
The Planning Board has found that the requirements of the above-referenced site plan
have been completed based on the site inspection made February 20, 2013 and the
submitted affidavit by John D. Hocker, P.E., dated February 27, 2013. The site is now in
conformance with the approved site plan entitled "Sparkling Pointe Addition", prepared
by Samuels & Steelman Architects, dated November 23, 2012.
This letter does not condone any changes from the approved site plan and approvals
from other agencies; Planning Board approval is required prior to any significant
changes to the site.
Please, if you have any questions regarding this site plan or its process, do not hesitate
to call this office.
Very truly yours,
Donald J. Wilcenski
Chairman
CC:
1 0 2013
Planning Board
Heather Lanza, Planning Director
Michael Verity, Chief Building inspector .': ",'~
Jamie Richter, Town Engineer
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTION8 MAY REQUIRE THE SUBMISSION OF A
STORMoWATER~ GRADING~ DRAII~AGE AND EROSION CONTROL PLAN
Dis~ct Bectten Block Lot CERTIFIED BYA DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
sCOpE OFWORK - PROPOSED CONSTRU(51'JION fi'EM # / WORK. ASSESSMENT I Yes No
a. What is the Total Ama of the Project Parcels?
(Include Total Area of ali Pamels located within ~l-~g:'~O ~,,p I Will this Project Retain All Storm-Water Run-Off
the Scope of Work for Proposed Constm~on) ~ Generated by a Two (2') Inch Rainfall on Site?
(S.F.I Acres) (This item wi[I include all mn-off created by site
b,
What
is
the
Total
Ama
of
Land
Clearing
clearing and/or construction activities as well as all --
and/or Ground DIstarbance for the proposed Site Improvements and the pan,anent creation of
construction activi[y? /] ~;~0 ~ ,~' impervious surfaces.}
(s.F.,,~,) 2 Does the Site Plan and/or Survey Show AIl Proposed
PRO~[D'~ B~JES' PRO. I'[CT DgSC~'i~ON (Provide Ad411~onaJ Pa~ as Needed) Drainage Structures Indicating Size & Location? This
Item shall include all Proposed Grade Changes and /\
~0Y~03[7'0(~I,~3 ~J~ ry2~u~ ~'~l-J-i.or-~ Slopes Controlling Surface Water Flow.
~"-~ ~]~. ~.xl'~L/r)a ~'U':,~,n~ ~gg. 3OoestheSitePlanandlorSurveydescdbe~heemsion/\r~
and sediment control practices that will be.used to '~/
~ I ' control site erosion and storm water discharges. This
Construction Palled.
~/_ in~ 4Will this Project Require any Land Filling, Grading or
/ Excavation where there is a change to the Natural r~
Existing Grade Involving more than 200 Cubic Yards~ ,/%.
of Matadst within any Parcel?
5 Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand
(5,000 S,F.) Square Feet of Ground Surface?
6 ts there a Natural Water Course Running through the [~
Site? Is this Project withth the Trustses jurisdiction
General DEC SWppp Requirements: or within One Hundred (100') feet of a Wedand or
Submission of a SWPPp is required for all Construction activities involving soil Beach?
disturbances of one (1) or more acres; including dlstuebances Of less than one acre that 7Will there be.Site preparation on Existing Grade Slopes ~
inctudiog C~nstmction activities involvisg so~ disturbances of less than one (1) acre wheream Part of a larger cerumen pisn that will ulgmatuly dislurb one or more acres of land; which Exceed Fllteen (15) feet of Veddcal Rise to I
One Hundred (100') of Horizontal Distance? L~U
/he DEC has deterr~ned thai a SPDES permit Is required for storm water discharges, ~
· WpPP'~ Shall meet the Minimum Requlrement~ of the SPDES General Pei'mis 8 Will Driveways, Parking Areas or othe~ Impervious
for S Ioi'm Water Discharge~ ~om Construction acfiYIty - Permit No. GP.O-10-00t .) Surfaces be Sloped to Direct Storm-Water Run-Off
1. ~e SWPPP shall be prepared prior to the subndttel of the NOL The NOI shall be into and/or in the direction of a Town right-of, way?
submJlthd to the Department p~(~' to the commencement of construction acgvity.
2. The SWPPp sha~ describe Ibe ems/on and sediment co,*,~rel practices and where 9 Will this Project Require the Placement of Matedal,
required, post-~onst~often sthm~ water management practises that will be used and/or Removal of Vegetation and/or the Construction of any
constructed to mdu~e the pa~utenis in storm water discharges and to assure Item Within the Town Right-of. Way or RoadL~J
STATE OF NEW YORK, t-, ~ fl /
· COUM'Y OF ...,~.',,,~.~ .......... SS
'l't~t I, .~ .~.¥d~. ~t~.,E~.,,LJ':'xD, c~ ,~... ............ be[hg~'~[u y sworn, deposes ;md says tha"~'h,e/she is [he applic~t for Permit,
Owner and/or re. presentatave of ~e Owner or Owners, and 15 duly authorized to pe~(n~ or have performed the said work and to
make and file this apphcat~on; that all statem~ents contained in.this application axe true/to the best of his knowledge and belief; and
that the work will be ~ffot-~e'ffTfi~th(~a~?;~r,-~-foi(_h th th~ applicafi6h ffl .e~l~herewit~. ~
.................. ...........
FORM - 06/10
Town HatJ Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (63[) 765-1802
· ax (63I) 76 5
ro,qer, n chellC~,(own .so~u~:~5oCl§. ny. us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Company Name:
Name:
License No.:
Address:
Phone No.:
Date:
t tq ~/
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District:
Block: J 0 Lot:
1000 Section:
*BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) ~_.)//~./~t./~
(Please Circle All That Apply)
*Is job ready for inspection:
*Do you need a Temp Certificate:
Temp Information (If needed)
*Service Size: 1 Phase
*New Service: Re-connect
Additional Information:
YES
Final
3Phase 100
Underground
150 200 300 350 400 Other
Number of Meters Change of Service Overhead
PAYMENT DUE WITH APPLICATION
82-Request for Inspecaon Form
25235 Main Road,
Cutchogue NY 11935
(631) 734 6405
Fax (631) 734 6407
To: Mr. Michael Verity From: Nancy Steelman
Address:Southold Building Dept. Date: April 17, 2012
Town Hall Annex CC:
Southold, NY 11971 Re: Sparkling Pointe Addition
[] Urgent x For Review [] Please Comment [] Please Reply
As requested:
1. NY State Building Code Search
2. Sheet # ST-1 Structural Notes and Details
APR i7 2012
B[DG DEPt.
O[ S%IHO[D
IOWN '~
S A M U E L S &
S T E E L M A N
Building
Code
Section:
302.1
303.1
308.3.1
508.3.2
Sparkling Pointe Addition
Building Code Requirements
from the "Building Code of New York
Effective August 2010
April 16, 2012
~PH 1 7 20~2
OCCUPANCY CLASSIFICATION
Main occupancy:
A-2 Assembly, intended for drink consumption
B Business, office
F-2 Low Hazard Factory Industrial, Beverages; up to and
including 12 percent alcoholic content
S-2 Low Hazard Storage
M Mercantile
ACCESSORY USE AREAS
Any other accessory use area shall not be required to be separated
by a fire barrier, provided the accessory use occupies an area not
more than 10 percent of the area of the story in which it is located
and does not exceed the tabular values in Table 503 for the
allowable height or area for such use.
NONSEPARATED USES
Each portion of the building shall be individually classified as to use.
The required type of construction for the building shall be determined
by applying the height and area limitation for each of the applicable
occupancies to the entire building. The most restrictive of
construction, so determined, shall apply to the entire building. All
other code requirements shall apply to each portion of the building
based on the use of that space except that the most restrictive
application provisions of Section 403 and Chapter 9 (see below)
shall apply to these nonseparated uses. Fire Separations are not
required between uses except as required by other provisions.
503
GENERAL HEIGHT AND AREA LIMITATIONS
Table 503,
Group A-2, type 5b, sprinklered
Allowable Height: 1 Story
Allowable Area: 6,000 sf
Group B, type 5b, sprinklered
Allowable Height: 2 Stories
Allowable Area: 9,000 sf
Group F-2, type 5b, sprinklered
Allowable Height: 2 Stories
Allowable Area: 13,000 sf
Group M, type 5b, sprinklered
Allowable Height: I Stories
Allowable Area: 9,000 sf
Group S-2 sprinklered
Allowable Height: 2 Stories
Allowable Area: 13,500 sf
Most restrictive group: A-2, 1 Story, 6,000 sf
506.1
GENERAL
The areas limited by Table 503 shall be permitted to increase
due to frontage and automatic sprinkler system in accordance with
the following equation.
Equation 5-2: A(a) = A(t) +[ (A(t)xl(f)/100)] + [A(t)xl(s)/100]
A(a) = Allowable area per foot (sf) =
A(t) = Tabular area per floor in accordance with table 503 (sf)= 6000 sf
I(f) = Area increase due to frontage (percentage)= 75%
I(s) -- Area increase due to sprinkler protection(percentage)=300%
A(a) = 6000+ [6000x75/100] +[ 6000x300/100]
A(a) = 6000 + 4500 + 18000]
A(a) = 28,500 SF - Area Increase
506.2
AREA MODIFICATION (Frontage Increase)
Every building shall adjoin or have access to a public way to receive an
area increase for frontage. Where a building has more that 25% of its
perimeter on a public way or open space having a minimum width of 20
feet, the frontage increase shall be determined in accordance with the
following:
506.3
903.2.'1.
903.2.1.2
Frontage Increase
I(f) = 100(F/P -0.25) W/30
I(f) = Ama increase due to frontage
F = Building perimeter which fronts on a public way or open space
having 20 feet open minimum width
P = Perimeter of entire Building(feet)
W = Width of public way or open space (feet) in accordance with section
506.2.1
F = 505.75
P = 505.75
W= 3O
I(f) = 100(505.75/505.75 -0.25) 30/30
I(f) = 100 (1 - 0.25)1
I(f) = 75%
Automatic Sprinkler system Increase
Where a building is equipped throughout with an approved automatic
Sprinkler system accordance with Section 903.3.1.1, the area limitations
in Table 503 is permitted to increase by an additional 300% for a single
story buildings.
AUTOMATIC SPRINKLER SYSTEM
An automatic sprinkler system shall be provided throughout buildings and
portions of buildings them of used as Group A occupancies as provide in
this section. The automatic sprinkler system shall be provided throughout
the floor area where the Group A occupancy is located and in all floors
between Group A occupancy and level of exit discharge.
GROUP A-2
An automatic sprinkler system shall be provided for Group A-2
Occupancies where one of the following conditions exist:
1. The fire area exceeds 5,000 sf
2. The fire area has an occupancy load of 100 or more
3. The fire area is located on a floor other that the level of exit
discharge
1004.1
1015.1
DESIGN OCCUPANT LOAD
A-2 Assembly unconcentrated (tables and chairs): 15sf/occupant, net
= Main T.R.-1423sf Upper T.R.-547 = 1970sf
1970sf/15sf = 131.3 or 132 Occupants:
B Business / office areas: 100 sf / occupant, gross =
905sf/100sf =9. Occupants
M Mercantile: 30sf/occupant, gross =
930sf/30sf = 31 Occupants
F-2 Winery fermentation: 100sf / occupant, gross =
2372sf/100sf = 24 Occupants
Addition
2856sf/100sf = 28.56 Occupants
S-2 Low Hazard Storage: 500 sf/occupant, gross=
2328sf/500sf = 4.65 occupants
EXIT OR EXIT ACCESS DOORWAYS REQUIRED.
Two exits or exit access doorways from any space shall be provided
where one of the following conditions exists:
1. The occupant load of the space exceeds the values in
Table 1015.1.
2. The common path of egress travel exceeds the limitations
of Section 1014.3.
3. Where required by Sections 1015.3, 1015.4 and 1015.5.
OCCUPANCY:
OCCUPANCY:
A-2
B
M
F-2
S-2
TABLE 1015.1
SPACES WITH ONE MEANS OF EGRESS:
A, B, F, M,: MAXIMUM OCCUPANT LOAD: 50/75' Travel Distance
S: MAXIMUM OCCUPANT LOAD:30175' Travel Distance
Tasting Room - one means of egress required if under 50 occupants
(132 occupants, two means of egress are required.)
Office - one means of egress required if under 50 occupants
(9 occupants, one means of egress is required)
Retail - one means of egress required if under 50 occupants
(31 occupants, one means of egress is required)
Winery fermentation - one means of egress required if under 50
occupants, (24 occupants, one means of egress is required.)
Addition - 29 occupants, one means of egress is required - two
provided
Storage - one means of egress required if under 30 occupants, 4.65
occupants, two means of egress is required due to exceeding the
travel distance.
2901
PLUMBING SYSTEMS
TABLE 2902.1
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
Occupancy A-2 Restaurant, banquet hall and food court 1 WC for 75 male/female
1
Occupancy B Office 1
1
Occupancy M Retail 1
1
Occupancy F-2 Winery Fermentation 1
1
Occupancy S-2 Low hazard storage 1
1
LAV for 200 male/female
WC ~er 25 for the first 50
LAV ~er 50 for the first 50
WC ~er 500
LAV ~er 750
WC 3er 100
LAV ~er 750
WC ~er 100
LAV ~er 100
PLUMBING FIXTURE CALCULATIONS
Water Closets
A-2 Assembly:
Office:
M Retail:
S-2
Total Occupants: 132 (61 men, 61 women)
Total Occupants: 9
Total Occupants: 31
LH Factory: Total Occupants: 24
Addition: Total Occupants: 29
LH Storage: Total Occupants: 5
1WC each gender
I WC
I WC each gender
I WC each gender
1 WC
Total Provided: 7 WC 3 Women's Toilet Rm (1 assembly, 1 retail, 1 extra)
2 Men's Toilet Rm (1 assembly, 1 retail,)
2 Unisex (Employees only, 1 office, 1 storage & factory)
Lavatories
A-2 Assembly:
B Office:
M Retail:
F-2 LH Factory:
Addition:
S-2
Total Occupants: 132 (61 men, 61 women)
Total Occupants: 9
Total Occupants: 31
Total Occupants: 24
Total Occupants: 29
LH Storage: Total Occupants: 5
1Lav each gender
1Lav
1Lav each gender
1Lav each gender
1 Lay
Total Provided: 7 Lavs 3 Women's Toilet Rm
2 Men's Toilet Rm
2 Unisex (Employee only)
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (63 I) 765-! 802
Fax (631 ) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTItOLD
Februa~ 20,2013
John Bertani
1380 Oaklawn Dr
Southold NY 11971
Re: Threshold Blue, 39750 CR48, Southold
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
** Note: Certification by an Architect or Engineer for Stormwater Runoff
Compliance, see enclosed inspection ticket dated 2/8/13.
__ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00.
__ Final Health Department Approval.
__ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
__ Trustees Certificate of Compliance. (Town Trustees # 765-1892)
U// Final Planning Board Approval. (Planning # 765-1938)
V//Final Fire Inspection from Fire Marshall.
__ Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 37197 - Addition/Alteration to Winery
SPARKLING POINTE WINERY - NEW ADDITION
Fire Sprinkler Reports
for
Prepared By:
Paul Freeman
July 1, 2012
General prOject Data RePort
Project Title:
Designed By:
Code Reference:
Client Name:
Address:
Company Name:
Company Address:
Phone:
Building Name:
Contact at Building:
Address Of Building:
Sparkling Pointe Winery - New
Addition
Paul Freeman
AAA Fire Safety
Sparkling Pointe Winery
3975 County Road 48
Project File Name:
Date:
Approving Agency:
Phone:
City, State Zip Code:
Representative:
City And State:
Building Owner:
Phone at Building:
City, State Zip Code:
124810-sparkling-pt-as-built..fiw
July 1,2012
Southold, NY 11971
Description Of Hazard: Ordinary 1
Design Area Of Water Application: 2450 ft~
Default Sprinkler K-Factor: 5.60 K
Inside Hose Stream Allowance: 0,00 gpm
In Rack SprinklerAIIowance: Q00 gpm
Sprinkler Specifications
Make:
Size:
Sprinkler System Type: Dry
Maximum Area Per Sprinkler: 130 ft2
Default Pipe Material: SCHD 10 STEEL, DRY
Outside Hose Stream Allowance: 0.00 gpm
Model:
Temperature Rating: 0 F
Source Of Information:
Test Hydrant ID:
Hydrant Elevation: 0 ft
Test Flow Rate: 1665.00 gpm
Calculated System Flow Rate: 68833 gpm
Available Residual Pressure At
59.15 psi
System Flow:
Date Of Test:
Static Pressure: 62.00 psi
Test Residual Pressure: 44.00 psi
Calculated Inflow Residual Pressure: 59.04 psi
Calculation Mode: Demand
HMD Minimum Residual Pressure: 7,00 psi
Number Of Active Nodes: 45
Number Of Active Pipes: 44
Number Of Active Sprinklers: 20
Minimum Desired Flow Density:
0,15 gpm/ft2
Number Of inactive Pipes: 0
Number Of Inactive Sprinklers: 0
¥\Ca ic~l:~a~,:lsS~~ I~Q$i~012
C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winer :, 7:47 PM
Fire SPrinkler Input Data
Area Group Sprinkler Pressure Node Elev (fl) Non-Sprinkler
Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(fi) Fittings (fi) KFactor (K)
10 No Discharge - -- N/A 59.04 0.00 0.00
.... 0.000 0.0 .... 0.0 0.00
20 No Discharge .... N/A 57.35 0.00 0.00
.... 0.000 0.0 .... 0.0 0.00
30 No Discharge .... N/A 47.35 0.00 0.00
.... 0000 0.0 .... Q0 0.00
40 No Discharge .... N/A 42.56 0.00 0.00
.... 0.000 0.0 .... 0.0 0.00
50 No Discharge .... N/A 39.37 4,00 0.00
.... 0.000 0.0 .... 0.0 0.00
60 No Discharge .... N/A 31.38 4.00 0.00
.... 0.000 0.0 .... Q0 0.00
70 No Discharge .... N/A 25.04 16.00 0.00
.... 0,000 0.0 .... 0.0 0.00
NO Discharge .... N/A 21.80 16.00 0.00
75
.... 0.000 0.0 .... 0.0 0.00
No Discharge .... N/A 21.04 16.00 0.00
8O
.... 0.000 0.0 .... 0.0 0.00
No Discharge .... N/A 18.92 20.00 0.00
90
.... 0.000 Q0 .... 0.0 0.00
No Discharge --- N/A 18.05 20.00 0.00
100
.... 0.000 0.0 .... 0.0 0.00
105 No Discharge - - N/A 20.20 16.00 0.00
.... Q000 0.0 .... 0.0 0.00
110 Sprinkler .... 5.60 19.67 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
115 No Discharge .... N/A 18.89 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
120 Sprinkler .... 5.60 18.39 16,00 0.00
.... 0.000 0.0 .... 0.0 0.00
125 No Discharge -- N/A 16.26 16.00 0.00
.... 0.000 0.0 .... 0.0 QO0
130 Sprinkler .... 5.60 15.83 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
Fire Sprinkler Input Data
Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler
Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow(gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(fl) Fittings (ft) KFactor (K)
135 No Discharge .... N/A 14.00 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
140 Sprinkler .... 5.60 13.31 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
145 Sprinkler .... 560 12.13 16.00 0.00
.... 0.000 0.0 .... 0.0 0.00
170 No Discharge .... N/A 16.69 20.00 0.00
.... 0.000 0.0 .... 0.0 0.00
180 Sprinkler .... 5.60 17.00 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
190 No Discharge .... N/A 15.50 20.00 0.00
.... 0,000 0.0 .... 0.0 0,00
200 Sprinkler .... 5.60 15.67 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
210 Sprinkler .... 5,60 14.13 18.00 0.00
- ~- 0000 0.0 .... 0.0 0.00
No Discharge .... N/A 17.18 20.00 0.00
22O
.... 0.000 0.0 .... 0.0 0.00
No Discharge .... N/A 16.34 20.00 0.00
230
.... 0.000 0.0 .... 0.0 0.00
240 Sprinkler .... 5.60 15.63 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
250 Sprinkler .... 560 15.63 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
No Discharge .... N/A 16.19 20.00 0.00
310
.... 0.000 0.0 .... 0.0 0.00
320 Sprinkler .... 5.60 15.49 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
330 Sprinkler .... 5.60 15.49 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
340 No Discharge .... N/A 15.04 20.00 0.00
- 0.000 0.0 .... 0.0 0.00
350 Sprinkler .... 5.60 14.44 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
Fire Sprinkler Input Data
Area Group Sprinkler Pressure Node Elev (fl) Non-Sprinkler
Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(ft) Fittings (ft) KFactor (K)
360 Sprinkler .... 5.60 14.44 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
370 No Discharge .... N/A 16.94 20.00 0.00
.... 0,000 0.0 .... 0.0 0.00
380 No Discharge .... N/A 16.11 20.00 0.00
.... 0.000 0.0 .... 0.0 0.00
390 Sprinkler .... 5.60 15.42 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
400 Sprinkler .... 5.60 15.42 18.00 0.00
.... 0.000 0.0 .... Q0 0.00
460 No Discharge .... N/A 15.96 20.00 0.00
.... 0,000 0.0 .... 0.0 0.00
470 Sprinkler .... 5.60 15.28 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
480 Sprinkler .... 5,60 15.28 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
No Discharge .... N/A 14.82 20.00 0.00
490
.... 0.000 0.0 .... 0.0 0.00
500 Sprinkler .... 5.60 14.24 18.00 0.00
.... 0.000 0.0 .... 0.0 0.00
510 Sprinkler .... 560 14.24 18.00 0.00
.... 0,000 0.0 .... 0.0 0.00
Fire sprinkler inPUt Data
Beg. End.
Node Node
10 20
20 30
30 40
40 50
50 60
60 70
70 75
80 90
90 100
105 110
105 115
115 120
115 125
125 130
125 135
100 170
170 180
170 190
190 200
190 210
100 220
220 230
230 240
230 250
135 140
135 145
Pipe Description
SCHED 40 WET STEEL
Backflo Prev
SCHED 40 WET STEEL
SCHED 40 WET :;TEEL
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
SCHD 10 STEEL DRY
Nominal Type Fitting Nominal Fitting Total CFactor
Diameter Length Length Length (gpm/inch-
(inch) Group Data (feet) (feet) (feet) psi)
4.000 0 E 20.00 10.00 30.00 120
10.000 Loss
4.000 0 T 65.00 20.00 85.00 120
4.000 0 C 4.00 22.00 26.00 120
4.000 0 3E 112.00 21.30 133.30 100
4.000 0 E 12.00 7.10 19.10 100
4.000 0 ET 32.75 21.30 54.05 100
4.000 0 E 4.00 7.10 11.10 100
4.000 0 ET 3.75 21.30 25.05 100
1.000 0 E 1.00 1.40 2.40 100
2.000 0 T 9.00 7.10 16.10 100
1.000 0 E 1.00 1.40 2.40 100
1.500 0 T 12.00 5.60 17.60 100
1.000 0 E 1.00 1.40 2.40 100
1.250 0 T 12.00 4.20 16.20 100
1.500 0 T 2.50 5.60 8.10 100
1.000 0 E 1.50 1.40 2.90 100
1.500 0 T 10.00 5.60 1560 100
1.000 0 E 2.50 1.40 3.90 100
1.000 0 E 12.50 1.40 13.90 100
4.000 0 2E 23.50 14.20 37.70 100
1.500 0 T 5.00 5.60 10.60 100
1.000 0 E 7.50 1.40 8.90 100
1.000 0 E 750 1.40 8.90 100
1.000 0 T 1.00 3.50 4.50 100
1.000 0 E 12.00 1.40 13.40 100
C :\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810 - s ~l~lib~,l:d~,~ Ii!IQ ~i~012, 7:47 PM
Fire Sprinkler Input Data
Beg. End. Pipe Description
Node Node
490 510 SCHD 10 STEEL
75 80 SCHD 10 STEEL
75 105 SCHD 10 STEEL
220 310 SCHD 10 STEEL
310 320 SCHD 10 STEEL
310 330 SCHD 10 STEEL
310 340 SCHD 10 STEEL
340 350 SCHD 10 STEEL
340 360 SCHD 10 STEEL
220 370 SCHD 10 STEEL
370 380 SCHD 10 STEEL
380 390 SCHD 10 STEEL
380 400 SCHD 10 STEEL
370 460 SCHD 10 STEEL
460 470 SCHD 10 STEEL
460 480 SCHD 10 STEEL
460 490 SCHD 10 STEEL
490 500 SCHD 10 STEEL
Nominal Type Fitting Nominal Fitting Total CFactor
Diameter Length Length Length (gpm/inch-
(inch) Group Data (feet) (feet) (feet) psi)
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 4.000 0 T 7.50 14.20 21.70 100
DRY 2.000 0 T 5.25 710 12.35 100
DRY 2.000 0 T 500 7.10 12.10 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 1.500 0 T 10.00 5.60 15.60 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 4.000 0 T 24.00 14.20 38,20 100
DRY 1.500 0 T 5.00 5.60 10.60 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 2.000 0 T 5.00 7.10 12.10 100
DRY 1.000 0 E 7.50 1.40 8.90 100
DRY 1.000 0 E 7.50 1~40 8.90 100
DRY 1.500 0 T 10.00 5.60 15.60 100
DRY 1.000 0 E 7.50 1.40 890 100
C:\Freema neng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810- SlM~hi~,p~a~,=m0 i~ fi~012, 7:47 PM
Fire Sprinkler Output Data
Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node
Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual
Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi)
10 20 0 0.00 0.00 0.00 0.00 59~04
20 10 0 0.00 0.00 0.00 0.00 57.35
20 30 0 0.00
30 20 0 0.00 0.00 0.00 0.00 47.35
30 40 0 0.00
40 30 0 0.00 0.00 0.00 0.00 42.56
40 50 0 0.00
50 40 0 0.00 0.00 0.00 0.00 39.37
50 60 0 000
60 50 0 0.00 0.00 0.00 0.00 31.38
60 70 0 0.00
70 60 0 0.00 0.00 0.00 0.00 25.04
70 75 0 0.00
75 70 0 0.00 0.00 Q00 0.00 21.80
75 80 0 0.00
75 105 0 0,00
80 75 0 0.00 0.00 0.00 0.00 21.04
80 90 0 0.00
90 80 0 0.00 0.00 0.00 0.00 18.92
90 100 0 0.00
100 90 0 0.00 0.00 0.00 0.00 18.05
100 170 0 0.00
100 220 0 0.00
105 75 0 0.00
105 110 0 0.00
105 115 0 0.00
0.00 0.00 0.00 20.20
Imbalance
Flow At Beg.
Node (gpm)
110 105 0 0.00 24.84 0.00 0.00 19.67 0.00000
115 105 0 0.00 0.00 0.00 0.00 18.89
115 120 0 0.00
115 125 0 0.00
120 115 0 0.00 24.02 0.00 0.00 18.39 0.00000
125 115 0 0.00 0.00 0.00 0.00 16.26
125 130 0 0.00
125 135 0 0.00
130 125 0 0.00 22.28 0.00 0.00 15.83 0.00000
Fire Sprinkler Output Data
Pipe Segment Pipe Pipe Sprinkler Flow
Beg. End. Type Flow Rate At Beg. Node
Node Node Group (gpm) (gpm)
135 125 0 0.00 0.00
135 140 0 0.00
135 145 0 0.00
140 135 0 000 20.43
145 135 0 0.00 19.50
170 100 0 0.00 0.00
170 180 0 0,00
170 190 0 0.00
180 170 0 0.00 23.09
190 170 0 0.00 0.00
190 200 0 0.00
190 210 0 0.00
200 190 0 0.00 22.17
210 190 0 0.00 21.05
220 100 0 0.00 0.00
220 230 0 0.00
220 310 0 0.00
220 370 0 0.00
230 220 0 0,00 0.00
230 240 0 0.00
230 250 0 Q00
240 230 0 0.00 22.14
250 230 0 0.00 22.14
310 220 0 000 O00
310 320 0 0.00
310 330 0 0.00
310 340 0 0.00
320 310 0 0.00 22.04
330 310 0 0.00 22.04
340 310 0 0.00 0.00
340 350 0 0.00
340 36O 0 0.00
350 340 0 0.00 21.28
360 340 0 0.00 21.28
370 220 0 0.00 0.00
Non-Sprinkler Flow Beg. Node Imbalance
Out (+) In (-) Residual Flow At Beg.
(gpm) (gpm) Pressure (psi) Node (gpm)
0.00 0.00 14.00
0.00 0.00 13.31 0.00000
0.00 0.00 12.13 0.00000
0.00 0.00 16.69
0.00 0.00 17.00
0,00 0.00 15.50
0.00000
0.00 0.00 15.67 0.00001
0.00 0.00 14.13 0.00001
0.00 0.00 17.18
0.00 0.00 16.34
0.00 0.00 15.63 0.00000
0.00 0.00 15.63 0.00000
0.00 0.00 16.19
0.00 0.00 15.49 0.00001
0.00 0.00 15.49 0.00001
0.00 0.00 15.04
0.00 0.00 14.44 0.00001
0.00 0.00 14.44 0.00001
0.00 0.00 16.94
Fire Sprinkler Output Data
Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance
Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg.
Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm)
370 380 0 0.00
370 460 0 0.00
380 370 0 0.00
380 390 0 000
380 400 0 0.00
0.00 0.00 0.00 16.11
390 380 0 0.00 21.99 0.00 0.00 15.42 0.00001
400 380 0 0.00 21.99 0.00 0.00 15.42 0.00001
460 370 0 0.00 0.00 0.00 0.00 15.96
460 470 0 0.00
460 480 0 0.00
460 490 0 0.00
470 460 0 0.00
480 460 0 0,00
490 460 0 0.00
490 510 0 0,00
490 500 0 0.00
21.89 0.00 0.00 15.28 0.00001
21.89 0.00 0.00 15.28 0.00001
0,00 0.00 0.00 14.82
500 490 0 0.00 21.13 0.00 0.00 14.24 0.00001
510 490 0 0.00 21.13 0.00 0.00 14.24 0.00001
Fire Sprinkler Output Data
Nom Dia. q (gpm) F.L./ft Pipe-Len. PF-(psi)
Beg. Nodal Elevation SpPJHose Residual Inside Dia, Q (gpm) (psi/fi) Fit-Len.
End. KFactor (feet) Discharge Pressure PE-(psi)
Node (K) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
10 0.00 0.00 0.00 59.04 4.00 0.00 0.05631 20.00 1.689
20 0.00 0.00 0.00 57.35 4.026 438.33 E 10.00 0.000
SCHED 40 WET STEEL 120 11.05 0 30.00 1.689
Backflo
20 0.00 57.35
Prey
30 10.00 psi 0.00 47.35
438.33
30 0.00 0.00 0.00 47.35 4.00 0.00 0.05631 65.00 4.787
40 0.00 0.00 0.00 42.56 4.026 438.33 T 20.00 0.000
SCHED 40WET STEEL 120 11.05 0 85.00 4.787
40 0.00 0.00 0.00 42.56 4.00 0.00 0.05631 4.00 1.464
50 0.00 4.00 0.00 39.37 4.026 436.33 C 22.00 1.732
SCHED 40WET STEEL 120 11.05 0 26.00 3.196
50 0.00 4.00 0.00 39,37 4.00 0.00 0.05992 112.00 7.988
60 0.00 4.00 0.00 31.38 4.260 438.33 3E 21.30 0.000
SCHD 10 STEEL, DRY 100 9.87 0 133.30 7.988
60 0.00 4.00 0.00 31.38 4.00 0.00 0.05992 12.00 1.145
70 0.00 16.00 0.00 25.04 4.260 438.33 E 7.10 5.196
SCHD 10 STEEL, DRY 100 9.87 0 19.10 6.341
70 0.00 16.00 0.00 25,04 4.00 0.00 0.05992 32.75 3.239
75 0.00 16.00 0.00 21.80 4.260 438.33 ET 21.30 0.000
SCHD 10 STEEL, DRY 100 9.87 0 54.05 3.239
75 0.00 16.00 0.00 21.80 4.00 0.00 0.03490 7.50 0.757
80 0.00 16.00 0.00 21.04 4.260 327.26 T 14.20 0.000
SCHD 10 STEEL, DRY 100 7.37 0 21.70 0.757
75 0.00 16.00 0.00 21,80 2.00 0.00 0,12998 5.25 1.605
105 0.00 16.00 0.00 20.20 2.157 111.06 T 7.10 0.000
SCHD 10 STEEL, DRY 100 9.75 0 12.35 1.605
80 0.00 16,00 0.00 21.04
90 0.00 20.00 0.00 18.92
SCHD10STEEL DRY
4.00 0.00 0.03490 4.00 0.387
4.260 327.26 E 7.10 1.732
100 7.37 0 11,10 2.119
90 0.00 20.00 0.00 18.92 4.00 0.00 0.03490 3.75 0.874
100 0.00 20.00 0.00 18.05 4.260 327.26 ET 21.30 0.000
SCHD 10 STEEL, DRY 100 7.37 0 25.05 0.874
100 0.00 20.00 0,00 18.05
170 0.00 20.00 0.00 16.69
SCHD 10 STEEL DRY
1.50 0.00 0.16808 2.50 1.361
1.682 66.31 T 5.60 0,000
100 9.57 0 810 1361
Fire Sprinkler Output Data
Beg. Nodal Elevation SpldHose Residual Nom. Dia. q (gpm) F. L/ft Pipe-Len. PF-(psi)
Inside Dia. Q (gpm) (psi/fi) Fit-Len. PE-(psi)
End. KFactor (feet) Discharge Pressure C-Value Velocity Fittings Tot-Len. PT-(psi)
Node (K) (gpm) (psi) (fps) Type-Grp (fi)
100 0.00 20.00 0.00 18.05 4.00 0.00 0.02296 23.50 0.865
220 0.00 20.00 0.00 17.18 4.260 260.96 2E 14.20 0.000
SCHD 10 STEEL, DRY 100 5.87 0 37.70 0.865
105 0.00 1600 0.00 20.20 1.00 0.00 0.21900 1.00 0.526
110 5.60 16.00 24.84 19.67 1.097 24.84 E 1.40 0.000
SCHD 10 STEEL, DRY 100 8.43 0 2.40 0,526
105 0.00 16.00 0.00 20.20 2.00 0.00 0.08138 9.00 1.310
115 0.00 16.00 0.00 18.89 2.157 86.23 T 7.10 0.000
SCHD 10 STEEL, DRY 100 7.57 0 16.10 1.310
115 0.00 16.00 0.00 18,89 1.00 0.00 0.20580 1.00 0.494
120 5.60 16.00 24.02 18.39 1.097 24.02 E 1.40 0.000
SCHD 10 STEEL, DRY 100 8.15 0 2.40 0.494
115 0.00 16.00 0.00 18.89 1.50 0.00 014938 12.00 2.629
125 0.00 16.00 0.00 16.26 1.682 62.21 T 5.60 0.000
SCHD 10 STEEL, DRY 100 8.98 0 17.60 2.629
125 0.00 16.00 0,00 16.26 1.00 0.00 0.17910 1.00 0.430
130 5.60 1600 22.28 1583 1.097 22.28 E 1.40 0.000
SCHD 10 STEEL, DRY 100 7.56 0 2.40 0.430
125 0.00 16.00 0.00 16,26 1.25 0.00 0.13921 12.00 2.255
135 0.00 16.00 0.00 14.00 1.442 39.93 T 4.20 0.000
SCHD 10 STEEL, DRY 100 7.85 0 16.20 2.255
135 0.00 16.00 0.00 14.00 1.00 0.00 0.15264 1.00 0.687
140 5.60 16.00 20.43 13.31 1.097 20.43 T 3.50 0.000
SCHD 10 STEEL, DRY 100 6.94 0 4.50 0.687
135 0.00 16.00 0.00 14.00 1.00 0.00 013998
145 5.60 16,00 19.50 12.13 1,097 19.50 E
SCHD 10 STEEL DRY 100 6.62 0
170 0.00 20.00 0.00 16.69 1.00 0.00 0.19135
180 5.60 18.00 23.09 17.00 1.097 23.09 E
SCHD 10 STEEL DRY 100 7.84 0
170 0.00 20.00 0.00 16169 1.50 0.00 0.07613
190 0.00 20.00 0.00 15.50 1.682 43.22 T
SCHD 10 STEEL DRY 100 6.24 0
190 0.00 20.00 0.00 15,50 1.00
200 5.60 18.00 22.17 15.67 1.097
SCHD 10 STEEL DRY 100
12.00 1.876
1.40 0,000
13.40 1.876
1.50 0,555
1.40 -O.866
2.90 -0,311
10.00 1.188
5.60 0.000
15.60 1,188
0.00 0,17751 2.50 0.692
22.17 E 1.40 -0.866
7.53 0 3.90 -0.174
C:\Freemaneng-Dr~pb~x\Dr~pb~xxaaa~re\12481~-~parkling~P~int~Winery\~a~cu~ati~ns\12481~s~Mu~'p4~Q~i~12~ 7:47 PM
Fire Sprinkler Output Data
Nom Dia, q (gpm) F. Lift Pipe-Len. PF-(psi)
Beg. Nodal Elevation SpldHose Residual Inside Dia. Q (gpm) (psi/fi) Fit-Len. PE-(psi)
End. KFactor (feet) Discharge Pressure C-Value Velocity Fittings Tot-Len. PT-(psi)
Node (K) (gpm) (psi) (fps) Type-Grp (ft)
190 0.00 20.00 0.00 15.50 1.00 0.00 0.16122 12,50 2.241
210 5.60 18.00 21.05 14.13 1.097 21.05 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.14 0 13.90 1.375
220 0.00 20.00 0.00 17.18 1.50 Q00 0.07963 5,00 0.844
230 0.00 20.00 0.00 1634 1.682 44.28 T 5.60 0.000
SCHD 10 STEEL DRY 100 6.39 0 10.60 0.844
220 0.00 2000 0.00 17.18 2,00 0.00 0.08210 5.00 0.993
310 0.00 20.00 0.00 16.19 2.157 86.64 T 7.10 0.000
SCHD 10 STEEL DRY 100 7.61 0 12.10 0.998
220 0.00 20.00 0.00 1718 4.00 0.00 0.00633 24.00 0.242
370 0.00 20.00 0.00 16.94 4.260 130.03 T 14.20 0.000
SCHD 10 STEEL DRY 100 2.93 0 38.20 0.242
230 0.00 20,00 0.00 16.34 1.00 0.00 0.17705 7.50 1,576
240 5.60 18.00 22.14 15.63 1.097 22.14 E 1.40 -0.866
SCHD 10 STEEL DRY 100 7.52 0 8.90 0.710
230 0.00 20.00 0.00 16,34 1.00 0.00 0.17705
250 5.60 18.00 22.14 15.63 1.097 22.14 E
SCHD 10 STEEL DRY 100 7.52 0
310 0.00 20.00 0.00 16.19 1.00 0.00 0.17562
320 5.60 18.00 22.04 15.49 1.097 22.04 E
SCHD 10 STEEL DRY 100 7.48 0
310 0.00 20.00 0.00 16.19 1,00 0.00
330 5.60 18.00 22.04 1549 1.097 22.04
SCHD 10 STEEL DRY 100 7.48
7.50 1.576
1.40 -0.866
8.90 0.710
7.50 1.563
1,40 -0.866
8.90 0.697
0.17562 7.50 1.563
E 1.40 -O,866
0 8.9O 0.697
310 0.00 20.00 0.00 16.19 1.50 0.00 0.07399 10.00 1.154
340 0.00 20.00 0.00 15.04 1.682 42.56 T 5.60 0.000
SCHD 10 STEEL, DRY 100 6.14 0 15.60 1,154
340 0.00 20.00 0100 15.04 1.00 0.00 016452 7.50 1.464
350 5.60 18.00 21.28 14.44 1.097 21.28 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.22 0 8.90 0.598
340 0.00 20.00 0.00 15.04 1.00 0.00 0.16452 7.50 1.464
360 5.60 18,00 21.28 14.44 1.097 21.28 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.22 0 8.90 0.698
370 0.00 20.00 0.00 16.94 1.50 0.00 0.07863 5.00 0.834
380 0.00 20.00 0.00 16.11 1.682 43.98 T 5.60 0.000
SCHD 10 STEEL, DRY 100 6.35 0 10.60 0.834
~:\Freemaneng-Dr~pb~x\Dr~pb~x\aaa~re\12481~park~ing-P~int-~inery\~a~cu~ati~ns\12481~s~M~k~bg~:~a~i~Qti~12~ 7:47 PM
Fire sprinkler Output Data
Beg. Nodal SpldHose Residual Nom. Dia. q (gpm) F. Lift Pipe-Len. Pf-(psi)
Inside Dia. Q (gpm) (psi/fi) Fit-Len.
End. KFactor Elevation Discharge Pressure PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
370 0.00 20.00 0.00 16,94
460 0.00 20.00 0.00 15.96
SCHD 10 STEEL DRY
380 0.00 20.00 0.00 1611
390 5.60 18.00 21.99 15~42
SCHD 10 STEEL DRY
2.00 0.00 0.08107 5.00 0.981
2.157 8605 T 7.10 0.000
100 7.56 0 12.10 0.981
1.00 0.00 0.17483 7.50 1.556
1.097 21.99 E 1.40 -0.866
100 7.46 0 6.90 0.690
380 0.00 20.00 0.00 16.11 1.00 0.00 0.17483 7.50 1.556
400 5.60 18.00 21.99 15.42 1.097 21.99 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.46 0 8.90 0.690
460 0.00 20.00 0.00 15.96 1.00 0.00 0.17342 7.50 1.543
470 5.60 18.00 21.89 15.28 1.097 21.89 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.43 0 8.90 0.677
460 0.00 20.00 0.00 15.96 1.00 0.00 0.17342 7.50 1.543
480 5.60 18.00 21.89 15.28 1~097 21.89 E 1.40 -0.866
SCHD 10 STEEL, DRY 100 7.43 0 8.90 0.677
460 0.00 20.00 0.00 15.96 1.50 0.00 0.07306 10.00 1.140
490 0.00 20.00 000 14.82 1 682 42.27 T 5.60 0.000
SCHD 10 STEEL, DRY 100 6.10 0 15.60 1.140
490 0.00 20.00 000 14.82
510 5.60 18.00 21.13 14.24
SCHD 10 STEEL DRY
1.00 0.00 0.16245 7.50 1.446
1097 21.13 E 1.40 -0.866
100 7.17 0 8.90 0.580
490 0.00 20.00 0.00 14.82 1.00 0.00 0.16245 7.50 1.446
500 5.60 18.00 2113 14.24 1.097 21.13 E 1.40 -0866
SCHD 10 STEEL, DRY 100 7.17 0 8.90 0.580
Fire Sprinkler OUtput Data
Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler
Sprinkler Elevation Pressure Density Discharge
Node No. Code KFactor (K) (feet) (psi) (fF) (gpm/ft~) (gpm)
110 5.60 16.00 19,67 130.00 0.191 24.84
Sub Totals For Non-Group 130.00 0.191 24.84
120 5.60 16.00 1839 130.00 0.185 24.02
Sub Totals For Non-Group 130.00 0.185 24.02
130 5.60 16.00 15.83 130.00 0.171 22.28
Sub Totals For Non-Group 130.00 0.171 22.28
140 5.60 16.00 13~31 130.00 0.157 20.43
Sub Totals For Non-Group 130.00 0.157 20.43
145 5.60 16.00 12.13 130.00 0.150 19.50
Sub Totals For Non-Group 130.00 0.150 19.50
180 5.60 18.00 17.00 130.00 0.178 23.09
Sub Totals For Non-Group 130.00 0.178 23.09
200 5.60 18.00 15.67 130.00 0.171 22.17
Sub Totals For Non-Group 130.00 0.171 22.17
210 5.60 18.00 14.13 130.00 0.162 21.05
Sub Totals For Non-Group 130.00 0.162 21.05
240 5.60 18.00 15.63 130.00 0.170 22.14
Sub Totals For Non-Group 130.00 0.170 22.14
250 5.60 18.00 15.63 130.00 0.170 22.14
Sub Totals For Non-Group 130.00 0.170 22.14
320 5.60 18.00 15.49 130.00 0.170 22.04
Sub Totals For Non-Group 130.00 0.170 2204
330 560 18.00 15.49 130.00 0.170 22.04
Sub Totals For Non-Group 130.00 0.170 22.04
350 5.60 1800 14.44 130.00 0.164 21.28
Sub Totals For Non-Group 130.00 0.164 21.28
360 5 60 18.00 14.44 130.00 0.164 21.28
Sub Totals For Non-Group 130.00 0.164 21.28
390 5.60 18.00 15.42 130.00 0.169 21.99
Sub Totals For Non-Group 130.00 0.169 21.99
400 5.60 18.00 15.42 130.00 0.169 21.99
Sub Totals For Non-Group 130.00 0.169 21.99
470 5.60 18.00 15.28 130.00 0.168 21.89
Sub Totals For Non-Group 130.00 0.168 21.89
480 560 18.00 15.28 130.00 0.168 21.89
C:\Freemaneng~Dr~pb~x\Dr~pb~x\aaa~fire\12481~Spark~ing~P~int~inery\~alcu~atl~ns\12481~s~M~itia~p~a~aistJ~]~Q$i~L)12~ 7:47 PM
Fire Sprinkler oUtPut Data
Flowing
Sprinkler Area Group
Node No, Code
Sub Totals For Non-Group
5OO
Sub Totals For Non-Group
510
Sub Totals For Non-Group
Totals For All Groups
Sprinkler Sprinkler Residual Flowing Area Flowing SprJnkler
KFactor (K) Elevation Pressure Density Discharge
(feet) (psi) (fF) (gpm/ft2) (gpm)
130.00 0.168 21.89
5.60 18.00 14.24 130.00 0.163 21.13
130.00 0.163 21.13
5.60 18.00 14.24 130.00 0.163 21.13
130.00 0.163 21.13
2600.00 0.169 438,33
Fire Sprinkler Output Summary
HMD Sprinkler Node Number:
HMD Actual Residual Pressure:
HMD Actual GPM:
145
12.13 psi
19.50 gpm
Sprinkler System Type: Dry
Specified Area Of Application: 2450.00 fl~
Adjusted Area Of Application: 3185.00 ft2
Minimum Desired Density: 0.150 gpm/fl~
Application Average Density: 0.179 gpm/fF
Application Adjusted Density (not required by NFPA 13): 0.138 gpm/fF
Application Average Area Per Sprinkler: 122.50 ft2
Adjusted Area Per Sprinkler (not required by NFPA 13): 159,25 fF
Sprinkler Flow: 438.33 gpm
Average Sprinkler Flow: 21.92 gpm
Maximum Flow Velocity ( In Pipe 0 - 0 )
Maximum Velocity Pressure ( In Pipe 0 - 0 )
Allowable Maximum Nodal Pressure Imbalance:
Actual Maximum Nodal Pressure Imbalance:
Actual Average Nodal Pressure imbalance:
Actual Maximum Nodal Flow Imbalance:
Actual Average Nodal Flow Imbalance:
0.00 fi/sec
0.00 psi
1.0000 psi
0.0000 psi
0.0000 psi
00000 gpm
0.0000 gpm
Number Of Unique Pipe Sections:
Number Of Flowing Sprinklers:
Pipe System Water Volume:
Sprinkler Flow:
Non-Sprinkler Flow:
Demand Flow Excluding Exterior Hose Flow:
Exterior Hose Flow:
Minimum Required Residual Pressure At System Inflow
Node:
Demand Flow At System Inflow Node:
44
239.31 gal
438.33 gpm
000 gpm
438.33 gpm
250.00 gpm
59.04 psi
688.33 gpm
Fire Sprinkler Output Data
1 oo
90
70
4O
30 ~
2 4 6 8 lO 12 ]4
Flowrate(xlO0) gpm
Supply Curve Data
Static Pressure: 62 psi
Test Residual Pressure: 44 psi
Test Flow Rate: 1865 gpm
[6 18 20
Demand Curve Data
Calculated Residual Pressure: 59.04 psi
Calculated Flow Rate: 688.33 gpm
Exterior Hose Flow: 250.00 gpm
Excess Available Residua~ Pressure At Calculated Flow: 0.11 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 16.93 psi
CONNECT NEW 4" DRY FIRE
)RINKLER SERVICE TO EXISTING
INCOMING MAIN WiTH NEW DRY
VALVE AND TRIM
EXISTING INCOMING
FIRE SPRINKLER
SERVICE WITH
EXISTING SYSTEM
VALVES
EXISTING 4"
RISER UP
THROUGH FIRST
FLOOR
EXiSTiNG
SPRINKLER
HEADS.
TYPICAL
SLAB ON GRADE
CO
JACTED FILL
/
/
/
/
/
/
EXISTING UNDERGROUND INC
FIRE SPRINKLER
COMPACTED
COMPACTED FILL
MECHANICAL
STORAGE
H~UN NEW~ 4" SPRIN'(LER MAIN
4.
4"0
STORAGE
THROUGH EXISTING BASEMENT.
COORDINATE WITH OWNER FOR
4,EXACT LOCAT~O N
86'-8"
NIC
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
~L Il STAIRS
HC4.
TOILET
EXISTING
EMPLOYEE
LOCKE'~
EXISTING
OFFICE/LAB
4.
~RINKLER RISER INTO NEW
ADDITION AND UP TO FIRST FLOOR
CEILING AND APqC. COORDINATE
4, EXACT LOCATIO~ WITH OWNE~.
ELEV
EXISTING TANK AN~
BARREL
AREA
1'-7"
12'-5"
· 3
NEW TANK AND
BARREL
AREA
NEW SPRINKLER HEADS BELOW
BALCONY AS SHOWN
I
1 ¢
2.
3.
4.
5.
6.
7.
8.
9.
11.
14,
17.
SHALL BE BY OTHERS.
ALL REQUIRED SIGNAGE SIHALL
NFPA.
ALL PIPE TO BE AS FOLLOWS:
MAINS gk2''&
BE PROVIDED rN ACCORDANCE WITH
LARGER TO BE BLACK STEEL SCHEDULE
BRANCHES 2" & SMALLER TO BE BLACK STEEL
SPRINKLER NOTES
THE SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED UNLESS
OTHERWISE NOTED AND SHALL CONFORM TO NFPA 13.
THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION
AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 1,3,
ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION
SERVICE,
SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY.
PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 40'F IN ALL AREAS
OF WET PIPING.
INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED
AS SPECIFIED IN NFPA 1,3.
THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN
ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS.
WAftER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS
SPECIFIED IN NFPA 1,3.
PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST
CORROSION, DRAINAGE, FWFINGS, VALVES, HANGERS, GUARDS AND
SHIELDS SHALL BE IN ACCORDANCE WITH NFPA l&
STOCK OF EXTRA SPRINKLER HEAD WILL BE FURNISHED AS PER NFPA
15 (REQUIRED FOR EACH TEMPERATURE RATING,)
SPACING, LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN
ACCORDANCE WITH NFPA 15.
1" TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING
AS PER NFPA 1,3.
DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN
ACCORDANCE WITH NFPA 15
DRAINAGE TO CONFORM TO SECTION 4-6.5.
ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 15,
ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO
SPRINKLERS SHALL BE APPROVED O,S,&Y OR APPROVED INDICATOR
TYPE.
DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER
NFPA 15.
HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE
OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 15.
PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING
BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED NIPPLE
4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 15.
19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13.
20, TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13.
21. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER
NFPA 15.
22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING
AND CLAMPING AS PER NFPA 24 REQUIREMENTS.
23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA.
24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM
25.
26.
10.
SCHEDULE 40.
27. ALL FI~INGS TO BE AS FOLLOWS:
MAINS 2]/2" & LARGER TO BE GROOVED TYPE FI171NG.
BRANCHES 2" & SMALLER TO BE CL THREADED.
28. "CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND
AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE SUBMITTED
TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION.
29. SEE DRAWING SP-2 FOR HYDRAULIC DESIGN CRITERIA INFORMATION
DESrGN
1.
2.
3.
4.
5.
6.
7.
8,
9.
CRITERIA INFORMATrON AREA:
DESIGN DENSITY = 0.15 GPM/SO.FT.
AREA OF APPLICATION = __2_~_5_0_ SQ.FT.
COVERAGE PER SPRINKLER = __~_50 SQ,FT.
N' OF SPRINKLERS CALCULATED = 21 HEADS
"K" FACTOR = __5_.6___, ORrRCE SIZE -- __2 .....
OCCUPANCY CLASSIFICATION = _O_RD_I_NAR_Y__GROUP 1 _D_RY
SYSTEM DEMAND = 93&8, GPM = 55.8 PSi (INCLUDING HOSE)
SUFFOLK COUNTY WATER DISTRICT FLOW TEST DATED:
STATIC PRESSURE: 62 PSI, RESIDUAL: 44 PSI, FLOW:
AVAILABLE SUPPLY - 1865 GPM = 44 PSI,
WATER RESERVE = _ ........... GALLONS
11/24/2008
1865 GPM
STANDARD
SYMBOLS
ALARM CHECK VALVE
DRY PIPE VALVE
SWING CHECK VALVE
O,S.+Y. VALVE
GLOBE VALVE
FIRE DEPT. CONN,
FLUSH FIRE DEPT. CONN,
WATER MOTOR DONG
BUTTERFLY OR BALL VALVE
PRES. REDUCING VALVE
GENERAL NOTES
NEW PIPING
EXISTING PIPING
NEW CONNECTION
DENOTES CEILING HEIGHT
DENOTES FIN. FL TO ¢~ OF PIPE
DENOTES ~ OF PIPE TO ........
SPR. HEAD NUMBER HYDRAULIC REFERENCE POINT IN
DIRECTION OF WATERFLOW DIRECTION OF LOOP
CALCULATION AND LOOP NUMBERING
SPRINKLER HEAD SYMBOLS
~ UPRIGHT SPRINKLER
MANUFACTURER
TEMP°
165
QUAN
15 NEW
RELIABLE
BRASS PENDANT SPRINKLER ~ODEL G5-56
CONCEALED PENDANT SPRINKLER RELIABLE 165 32 NEW ~ODEL G5-56
RELIABLE
NIPPLED UP SPRINKLER
165
DRY PENDANT SPRINKLER
COMMENTS
MODEL F1FR56
MODEL F1FR
~ SIDEWALL SPRINKLER RELIABLE 165 MODEL F1
HYDRAURLIC REFERENCE POINT SYMBOLS %'}- INVERTED SPRINKLER'
MAINS -~- DRY UPRIGHT SPRINKLER
TOTAL HEADS 47 NEW
59 10 1
SECTION BLOCK
- FOR FILING
DATE BY REVISION
P: 631-696-0330
F: 631-696-0330
I~REEMAN
ENGINEERING, PLLC
NIEP Enginccm
AAA SERVICE & MAINTENANCE INC.
12-4 TECHNOLOGY DR.
EAST SETAUKET, NY 11733
PH#(631 )-689-6869 rkX#(631 )-751-5030
CONTACT NAME: ROGER NCFM LIC # SPL01454
PROJECT:
SPARKLING POINTE WINERY
3975 COUNTY RD 48
SOUTHOLD, NY 11971
DRAWING TITLE: BASEMENT
FIRE SPRINKLER PLAN
ORDINARY GROUP 1
DRY
SURVEY ~Y ~^~
DRAWN /EPF 6/28/12
CHECKED
LISTED
CONTRACT WITH:
SCALE REV. CONTACT PERSON DRAWING NO. CONTRACT NO.
, 3/16"=1' SP-1
EXISTING &"
RISER UP TO
A~IC
EXISTING SPF
HEADS.
INKLER _
YPICAL
RETAIL
RETAIL
STORAGE
SIDE
ENTRY
WOMEN'S
TOILET
+
MEN'S
TOILET
+
STAIRS
TASTING ROOM
SUPPORT AREA
4- 4.
COVERED TERRACE
4. +
4.
MAIN
ENTRY
+
+ 4.
MAIN
TASTING RC
NIC
4.
+
OFFICE
AREA
+ 4. +
COFFEE
AREA
+
DILET
WINE
TOILET
LIBRARY
+
EXISTING
BAR AREA
EXISTING
TASTING ROOM
SPRINKLER
+
RISER UP FROM
LOWER LEVEL
4,- + 4.
BALCONY
C
OPEN TO
TANK AREA BELOW
HYDRAULICALLY MOST REMOTE
AREA - 2,4-50 SQFT
CONCEALED SPRINKLER HEADS IN CEILING
CONNECTED TO PIPING IN ATTIC ABOVE
TYPICAL
NEW
tFFICE A.REA
1"¢ I
, · %
NEW 4" SPRINKLER PIPE
UP TO ATTIC
II
SPACE.
Z
0
,,¢
10'-2'"
10'-0" ~
+ +
4,-
OPEN TO
TANK AREA BELOW
12~"¢
10' 2"
FROM ATTIC
TYPICAL OF
10' 0
+ + +
+ +
NEW 1" SPRINKLER PIPE DOWN TO
INSPECTORS TEST CONNECTION
P:631-696-0330
F: 631-696-0330
FREEMAN
ENG1NEERING~PLLC
MEP Engineers
emml: [~emaneng@optonllne.net
UPRIGHT SPRINKLER
HEAD CONNECTION DETAIL
NO SCALE
PROVIDE
INSULATION
OR GASKEflNG
BETWEEN
PiPE AND~
HANGER TO
PREVENT
DIS-SIMILAR
MEFAL CORROSION
~'/ EXISTING WF
~.......~ ....... STEEL MEMBER
IIII
- ~ STEEL RESTRAINING
~STRCP'
~ ~ C CLAMP
ROD (SIZE AS REQUIRED)
PIPE
CLEVIS HANGER
CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1".
GENERAL PURPOSE HANGERS MAY BE USED ON PIPING
1" OR SMALLER.
TYPICAL PIPE HANGER DETAIL
NOT TO SCALE
AAA SERVICE & MAINTENANCE INC.
12-4 TECHNOLOGY DR.
EAST SETAUKET, NY 11753
PH#(651)-689-6869 FAX#(651)-751-5050
CONTACT NAME: ROGER NCFM LIC # SPL01454
PROJECT:
SPARKLING POINTE WINERY
5975 COUNTY RD 48
SOUTHOLDN, NY 11971
DRAWING TITLE: FIRST FLOOR
SPRINKLER PLAN
ORDINARY GROUP 1
DRY
SURVEY ~ ~r~
DRAWN //F 6/28/12
CHECKED
LISTED
REV.
CONTACT PERSON
DRAWING NO. CONTRACT NO.
SP 2
EXISTIN(
VA[
ANTIFREE
EXF,
RISER t
FLOOF
CHECK
.VE AND
ZE FILL
VALVE
~TING 4"
P FROM-
BELOW
I I"(E)
m
~ I"(E)
~q
A~IC ABOVE
RETAIL
T
4"(E)
t
A%IIC ABOVE MAIN
ENTRY
I[
~ J
?
I"(E)
2"(E)
+
I"(E) I
A171C ACCESS
STAIRS J
~"(E)
A~IC ABOVE
SUPPORT AREA
llll-
iiii
IIII
I-Iq I
II
~ "(E) J I
2"(E)
2"(E)
CATHEDRAL CEILINg
c--~
J
2"(E)
2"(E)
Lq
I"(E)
~"(E)
ATrlC ABOVE TERRACE
I"(E)
EXISTING 1" SPRINKLER PIPE
DOWN THROUGH CEILING TO
CONCEALED SPRINKLER HEAD.
TYPICAL
EXISTING UPRIGHT
SPRINKLER HEADS IN ATTIC.
TYPICAL
~"(E)
+ - _ _)
~"(E)
ATTIC ABOVE OFFICE
l"(E) AREA
i~-. ,--
& I
I"(E)
I"(E)
BARREL CEILING
?
I"(E)
I"(E)
1
I ~ "(E)
~"(E)
~"(E)
A~IIC ABOVE TANK
AREA
~"(E)
I"(E)
~"(E)
1" SPRINKLER PIPE DOWN THROUGH CEILING
TO CONCEALED SPRINKLER HEAD AND
CONNECT ONE UPRIGHT SPRINKLER HEAD IN
ATTIC SPACE ABOVE AS SHOWN. TYPICAL
EW 4" SPRINKLER PIPE
FROM CEILING BELOW
SPRINKLER PiPE DOWN
FROM ATTIC TO CEILING
SPACE. TYPICAL OF 5
NEW 1" SPRINKLER PIPE DOWN TO
INSPECTORS TEST CONNECTION
P: 631-696-0330
F: 631-696-0330
FREEMAN
ENGINEERING, PLLC
MEP Engineers
N
KEY PLAN
SCALE: NONE
AAA SERVICE & MAINTENANCE INC.
12-4 TECHNOLOGY DR.
EAST SETAUKET, NY 11733
PH#(631 )-689-6869 FAX#(631 )-751-5030
CONTACT NAME: ROGER NCFM LIC # SPL01454
PROJECT:
SPARKLING POINTE WINERY
5975 COUNTY RD 48
$OUTHOLDN, NY 11971
DRAWING TITLE: A~IC
PLAN AND DETAILS
FIRE SPRINKLER
CO NTiS-ACT ~ --
ORDINARY GROUP 1
DRY
SURVEY "Y ~*~
DRAWN /EPF 6/28/12
CHECKED
LISTED
CONTACT PERSON
DRAWING NO.
SP 5
CONTRACT NO.
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS
FOP. HALL OPENIN® P~.OTEOTION OFI20 MPH ~-SEOONO /AIINP ®USTS
( MAXIMUM MEAN ROOF HEIGHT= ~5')
SHUTTER ASSEMBLY
N.T.S.
FOR. PANEL BPANE: 0 < 4'0 HIDE 5PAN
2S/~2" APA SPAN-~TED
(OVE~AP A~UND OPENINg5 4")
~lOx~" (~/~H~2 ~ALVINI~O ~ ~TAINL~ ~L
elm TEE NUT~ A~A~o TO
MA~Hl~ DOLT e 12"
SHUTTER
N.T.E.
FOR. PANEL SPANS: 4' OR. HIDER 5PAN
I/2" APA SPAN-RATED 45/24 SHEATHING GR.ADE PL'r'HOOD
(OVER.LAP AR.OUND OPENING5 4")
2x4 5~ON~-BAO~S ¢ 24" 06
ASSEMBLY,
I). P~A~E~LE PLYWOOD to 2x4'5= ~ IOx~" (~/~HE~) ~ALVINIZED OR
~lOxD" (~/~DHE~D) ~ALVANIZE~ O~ DtAINLEDD
AL~RNATI~ PAS~R POR 5HUTTE~ TO ~UILDIN~,
HA~HI~ ~OLT ~ 12" 0.~.
SECTION ASSEMBLY,
I/4" THICK; BOLT5 ~ 2' OC
WINDOWS - GLAZED OPENING
PI~OTEOTION 15 REd~UlRED FOR. ALL GLAZED AREAE.
IN ACCO~ANOE HITH LA~E MISSILE ~DT OF
IN LIEU O~ THE ABOVE MENTIONS ~INDO~e.
PANEL~ TO BE HAINTAINDD ON D ~.
L~EL LOOATION5 ON EAOH PANEL.
ID°< e ~e
IO°~ ~ ~.50 o
COMPONENT AND CLADDING PRESSURE ZONES
Ioq e ~.~ o
TOP
HOLD DOWN + SHEAR CONNECTION
CRITICAL LOAD PATH
NAILING SCHEDULE
BLEED FOR. COMMON NAILS
JOIST TO Rill OR. GI~J2ER.
BIR.IDGING TO JOt5T
SOLE PLATE TO ,~:~lST OR. GIRDER.
T(OP PLATE TO
S'TUD TO SOLE PLA~
~OUBLE
~OUBLE TOP PLA~
TO TOP
~IM JOIST TO TOP PLA~
TOP PLA~5, LA~ ~ IN~EGTION5
C,ONT. NEAm~, T~ ~l~
~EILI~ JOISTS TO PLA~
~ONTI~OUS HE~ To
~EILINe JOISTS, LAP~ 0~ PAET.~
C,EILIN~ JOIST TO PA~LLEL
~F~ TO PLA~*
~ILT ~P COR~
C,OLLAR. TIE TO RAPTER.
JJACK RAFTER. TO HIP
P,~::)OF RAFTER. TO 2X R.IDGE BM
J~OIST TO BAND JOIST
E~UBFLOOR., ~OF, J~lALL EHEATHIN~
SECTION 2S0~5.10.4.1, TABLE :2S0~.10.4.1
s-~d (TOENAIL)
2-~d (TOENAIL TO EACH END)
lsd ~ IS" OC (PACE NAIL)
2-lSd (ENDNAIL)
~a (TOE. IL)
I~ s I~"oc ~ACE NAI~
~-~ ~O~lL)
~,~ ~ I&"OC (TOENAIL)
2-lSd (FACE NAIL)
led (le" cc ALONe,
D-~d (TOENAIL)
4-ed (TOENAIL)
B-I~a MIN. ~AGE~I~
~-~ /TOEMAI~
I~ (24"0~)
2~ ~ ~2"0~ ~ENAIL ~ TaB CTA~E~
D-led
~d ee"oc ~ED, · 12" IN~DIA~
TO F~MIN~
NOTES
STP-.UCTUt~.AL P-.E',/IE~ BT' STEVE MA~ESCA, PE
188-0-7 .lAtEST MONTAUK HI®H~AT', HAMPTON BAT'S, NT'
PHONE 631 '728 ~1480
USE/OCCUPANCY
CLASSIFICATION
PI~.IMARY OCCUPANCY:
( A-2 PUBLIC, ASSEMBLY)
HEIGHT
DE'-O" MAXIMUM
FIRE AREA
A-2 PUBLIC ASSMEBLY - 6000 St=
ENJILDIN~ AREA, 10,~'74 St=
INGP-EASE Af~EA: 28~0 5F
(FRONTAGE ~ ~P~INKLE~)
TYPE OF CONSTRUCTION
CONVENTIONAL LIGHT FP-.AME ~NOOD
CONS it.~JJCTION - MB Y~/ SPRINKLER SYSTEM
DESIGN CRITERIA:
DESIGN IN ACCORDANCE ~ITH
NY STAIh BUILDIN~ C, ODE
~t~,OUN~ SNO~I LOAO 20 PSF:.
ASSEMBLY - I00 PSP. L.L.
~NIN~ SPEE~ - 120 MPH
SEISMIC OESI®N GATEDORY -
~ATH~IN~ -
FROST LINE ~EPTH - B~"
~MI~ - MOOERAT~ TO H~AVY
~ECA~ - SLIGHT
IOE SHIELO UNPE~LAYHENT
- YES
GENERAL NOTES
I. ALL IN. OR.K MATER.IAL, AND' E~UIPMENT SHALL BE IN
AC~.ORDANCE I, NITH THE NEH YORK STAT'~= UNIFOR.M
BUIL~ING CODE, AN~ THE NEH YORK STATE ENERGY
GONSER.VATION CODE, AND LOCAL AUTHOf~ITIES.
2. ALL CONORff. TE .GHALL BE STONE AGGKEGAT~ HITH A
MINIMUM 2~, DAY 5T'R.ENGTH OF SDO0 PSI
S. ALL LUHBER. GHALL BE GR.ADE 5TAMPED DOUGLAS FIR.-
LA~H 5TRU~'I1JR.AL 6f~DE #2 OR. t~E i i ~.
4. ~OVl~ ~O~L~ H~ AND ~IMM=~5 AT ~L
5TARE AND FLO0~ O~NIN~5, POD~ ANP PA~LLEL
PARTITIONS, E~E~ A5 NOrD ON D~IN~.
5. ~KID~I~ TO ~E P~VIDED FO~ ALL JOIST5 AN~
FLOO~ ~EAH~. ~PAGIN~ NOT TO
~L ~I~N~ION~ A~ ~ GO~ITION~
~IFIED BY ~ON~TO~¢) P~IO~
CONDITION A~ O~ERIN~ OP MATE~IAL~. THI~
fO~ATION NA~ ~=N m=~l~N=m ~0~ a ~oIL
~A~l~ ~APA~I~ O~ T~ (~ T~f
L~ THAN ~. ~N~TO~ ~L ~ THAT
~ GO~ITIO~ a~ M~T. ALL FILL ~N~ATM
~TI~ ~=N~I~.
B~ ~IFL= ~HT~. ~L H~A~ TO
MINI~ O~ =-=~ O~ A~ ~HOHN ON
~. ~VI~ FI~TO~IN~ AT ALL L~V~L
~. ~Vlm= ~IN~ AT ALL ~0~
lO. ~0 NOT ~
II. A~hl~t NO~ =N~I~ I~ NOT ~PON~IBL=
ThIS ~ONS~TION ~J~T. ~D~, ~TA~
AN~ LO~ ZONIN~ a~ ~UlL~IN~ ~o~= ~O~LIAN~=
~ALL ~ T~ ~PON~I~ILI~ O~ TH~
~ON$~TO~.
IS. 5EHAGE DISPOSAL EYSTEM AND FRESH HATER. SUPPLY
SHALL t~E DESIGNED AND BUILT IN
HITH THE SUFFOLK COUN~ OEPAR~ENT Of HEALTH,
AGGO~ANGE HITH THE NEH YORK 5TA~ ENER~
~ON~ERVATION ~ODE.
15. EN~INE~ TO BE NOTIFIEO IN ~RITIN~ OF ALL
CHAN~E~ PRIOR tO AND PURIN~ CONS~CTION.
ELE~I~AL AN~ HE~HANI~AL GO~ON~NT~ TO
PE~I~NE~ AND ~GIFIED BY
ALL 5~G~ 5~EL TO BE aS~ aSe ~ITH ONE
GOAT EPOX~ PAINT, ALL PA~NE~ TO
I¢. OON~AOTO~ 5HALL OBTAIN ALL PERMIT¢ AND
tNDU~N~E NE~EDSA~Y TO ~OTEGT t~
AND O~NE~.
NOT BACKFILL ACAINST FOUNDATION ~ALL5
UNTIL FLOOR 5YS~H INSTALLATION
20. P~OVJDE GABON MONOXIDE ~ARH5 ON EAOH LEVEL
AND IN BASEMENT
NEH ~OR~ STA~ ~IL~IN~
22. O~RHEAD gO0~ TO BE ~D FO~
N~ ~TATE ~U1LIDN~ CODE
FRAMING NOTES
ALL FRAMING LURER. E~HALL BE GR.ADE 5TAMI=ED IO.
DOUGLAS FIP,-LAf~CH S'r~,Uc31JR.A~ ~R~E No. 2
~Ei i~.
~L 5HEA~I~ TO BE AFA ~m, EXPO~ I, 5/~" II.
MIN. ~ICK~ O~ A~ NO~.
~L ~FLOOEI~ TO DE APA ~g
~O~ I, ~/~" HIN. THIO~NEDD. ~L ED~D~ OP 12.
PLY~OD TO ~E ~T ON DOEID ~LOG~IN~. ~LUE AND
~IL PLY~OD ~LOOR TO FLOOR
ALL HEA~ER5 &i-O" AND OVER. 5HALL BE SUPPORTED
J~I"I'H DOUBLE U~lCHtS, q'-O" AND O~ ~lTH
~IPLE ~l~H~. ALL HEADE~5 5H~L BE A
MINI~M OF 2'2~ O~ AD ~HO~N ON D~IN~. I~.
~Ll~ BLOGKIN~ ~l DE ~OVIDED PO~ ALL JOiSt5
A~ PLOOR BEAM5 ~ PER N.Y.5. OODE OR A5 NO~D
~ ~'-0" 0.~. MIN. ~VIDE 2" 5PACE Fo~
OI~LATION IN
D~LE F~Ml~ A~U~ ALL OPENINg5
s~l~e e~c. ) OR A~ NOrD ON
D~LE UP F~MIN~ U~E~ ~h POST5 AND PA~LLEL
PA~TITIO~ OR A5 NO~ ON D~IN~5.
~ FLU~ ~OD GON~GTION5 SHALL B)E
Him ~m ~VANIZEP METAL OON~CTO~ BY 14.
"~0" O~ AF~ E~U~.
PLYHOOD EHEATHING TO BE NAILED HITH E~ d ¢ 4"
o,c,. EXTER.IOR. EDGES AND & d ~, 12" o.c,.
INTER.MEDIATE.
ALL INTER.IOR. AND EXTER.IOR. FINISHES, FLASHING
AND HATER.PR.OOFING 5HALL ~ ~
ALL ROOD RA~R5 5HALL D~ A~ADHED TO THE
AND D~g HITH ~ALVANIZ~D HU~IOAN~
OONNEGTO~5 ~Y "~GO" OR APPROVED /~UAL. FOR
TIHDE~ PILE FOU~ATIONE, P~OMIDE
CLIP5 AT ALL PERIHE~R JOIST TO
OONNECTIONE.
ALL P~-EN~I~E~D LUMBE~ 5HALL DE GEORGIA
P~IFIC &PI 5ERIE5 HOOD-I-BEAM~ AND LVL
PEO~OCT50E E~OAL. ALL Joist, ~l~
MEAD~R~ 5HALL MA~ DEA~INe ~TIFFE~5 INSTALLED
A5 PEE MA~FAG~E5 ~OMMEN~ATION~.
5TIFFENE~ ~MALL ~ ~UI~ AT ALL LOA~
~EA~IN~ POIN~ AT A MINION. A 5INGLE I ~/~"
LVL ~IM JOI~T ~H~L ~E ~Ul~ AT FLOOE
PERIME~RD. HANDLINg, ~TO~E, AND E~OTION OF
GOMPONENT~ ~HALL BE A~ PE~
~OOMMEN~ATIOND.
ALL MULTIPLE LVL PEO~OT5 TO HA~ 2 EOH5 OF I/2" DIA.
~ALVANIZED MACHINE ~LT5 ~ 12"
,:=t. NAILING SCHEDULE 5HALL BE A5 PER. THE N.¥.5.
I~JIL~ING CODE A5 A MINIMUM. ALL 2X& 511JD5 IR. THIS DRAHIN~ IS AN INS~MENT PREPAR.ED TO
5HALl ~¢EI'VE 5-1oD NAILS AT 5ILL AND PLATE. FACILITATE CONS~CTION AND SHALL NOT BE
ALL EXTER.IOR. NAILB 5HALL BE GALVANIZED. CONDTR.UED A5 A CONTRACT BETH. EEN BUILDER. AND
oHNER..
i Z
1108
UT
CHECKED BY: NS
May 4, 2012
NTS
SHEET TI3~E;
STRUCTURAL
NOTES &
DETAILS
SHEET NO:
T-I
FINAL SET
SITE DATA
SCTM #
PROPERTY:
ADDRESS
OWNER:
SITE:
1000-59-10-1
39750 CR 48
SOUTHOLD, NY 11971
THOMAS P. ROSICKI
CYNTHIA ROSICKI
(SPARKLING POINTE, LLC)
526,580 SQ. FT. = 12.088 AC
ZONING: A-C
SURVEYOR: STANLEY J. ISAKSEN, JR
PO BOX 294
NEW SUFFOLK, NY 11956
LICENSE # 49273
DATED 18 AUGUST 2006
-~ ZONING BUILDING: EXIST. TOTAL: 17,189 SQ. FT.
AREA EXIST. WINERY (foot print): 7,662 SQ. FT.
ZONING ~'~'~ EXIST. CRUSH PAD: 2,885 SQ. FT.
FARM SEE ENLARGED SITE
~ II ~ EXIST. TERRACES: 6,642 SQ. FT.
PROPOSED:
PLAN SHEET # 2 ~~ CRUSH PAD: 1180 SQ. FT. ~RY (foot print): 7,662 SQ. FT.
__ ZONING I BUSINESS ~ ~ ~~ ~ EXIST. TERRACES: 6,642 SQ. FT.
NEW CRUSH PAD: 1180 SQ. FT.
NEWADDITION: 2,885 SQ. FT
~~ ~ RESIDENCE ~ ~ , (AT EXIST. CRUSHING PAD)
~ ~ LOT: 3.4.8% ACTUAL I 20% MAX. ALLOWABLE
~ COVERAGE
PARKING: 22,558 SQ FT I 4.3 % LOT COVERAGE
No . OUN' ' LOCATION MAP
I I 7-.~)NING
...ss.E./ /
~ ~ /
/
SlTE PLAN
SCALE: 1" = 100'-0"
55
RETNN STORM WATER RUIIOI~
PURSUANT TO CHAPTER JJJ
OF THE TOWN COOF.
APPROVED AS NOTED
OATE-~ B.p.# ~
NOTIFY BUILDING DEPARTMENT AT
765-1802 S AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - T~M3 REQUIRED
FOR POURED CONCRETE
2. ROUGH-FRAMING, PLUMBING.
STRAPPING, ELECTRICAL & CAULKING
3. INSULATION
4 FINAL - CONSTRUCTION & ELECTRICAL
MUST BE COMPLETE FOR C.O
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS,
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
SI~ JTH~O TOWN TRIISTEE8
K Y,~. DEC
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPl. Y SYSTEM CANNOT
EXCEED 2/IO OF I% LEAD.
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIIqCATE
OF OCCUPANCY
ELECTRICAL
INSPECTION REQUIRED
ALL CONSTRUCTION ~
MEET THE REQUIREMENTS OF THE
PLUMBING
ALL PLUMBING WASTE
& WATER UNE$ NEED
'rF.~'H~ 8EFO~E COVERING
PERMIT & CONSTRUCTION SET
NS
CHECKED BY: NS
DATE:
MARCH 23, 2012
SCALE: 1" = 100'-0"
SHEET TITLE:
OVERALL
SITE PLAN
SHEET NO:
1
ENTF~¥ AN~
EXIT
25'
NOR.TH
=NT~'r'
<15%
0
I~XIST.
EXIST..
NO TI=:
SEE SHEET ~:1
OVERALL SITE PLAN
IEXIST.
TEI~.P. ACE
NO ih:
PROVIP~ HAY' ]BALE5
AT 'PE~II"f~=TEt~. OF
C.~.U~HIN¢ 'PAP Af~EA
I2U~.I N~ EXOAV[ATION
OP FOUN~ATIOIN.
EXI,~T.
LAY, IN
PAD
PARTIAL SITE PLAN
SCALE: 1" = 20'-0"
DRAINAGE CALCULATIONS:
ROOF STRUCTURE
DRYWELL AREA x RAINFALL x RUNOFF FACTOR
(DW)"A" 2,859SFx (2112FT.) x 1.0 =4?7CU. FT.
USE: {2) 8' DIAMETER x 6' HIGH POOl.
(2) 8' X 6" STORM DRAIN RING = 506 CU. FT.
PROVIDED REQUIRED
506 CU. FT. > 477 CU. FT.
CRUSHING PAD
DRYWELL AREA x RAINFALL x RUNOFF FACTOR
{DW)"B" 1,192SFx (2112FT.) x 1.0 =199CU. FT.
USE: (1) 8' DIAMETER x 5' HIGH POOL
(I) 8' X 5' STORM DRAIN RING = 211 CU.
PROVIDED REQUIRED
211 CU. FT. > 199 CU. FT.
PERMIT & CONSTRUCTION SET
D~WN BY: NS & UT
CHECKED BY: NS
DATE:
MARCH 23, 2012
SCALE:
1" = 20'-0"
SHEET TITLE:
ENLARGED
SITE
PLAN
SHEET NO:
EXI~TIN&
t,~=GHANIGAL/
EXIDTIN~
LOI~R ~
EXIST. '~ENCH O~IIN
NEI~I TANK FEI~J,,IENTATION
AREA ANI~ ~Oil LIN~ LINE
¢AT EXIST. GI~I~IN~
I _ I
OVERALL LOWER LEVEL PLAN
SCALE: t/8" = 1' ~)"
SEE SHEET #6 FOR
ENLARGED PLAN
PERMIT & CONSTRUCTION SET
CRUSHING PAD
I.UI
=aZ.
1108
DRAWN BY: NS
CHECKED BY: NE
DATE:
MARCH 23, 2012
SHEET TITLE:
OVERALL
LOWER LEVEl
FLOOR
PLAN
SHEET NO:
3
t=XiSTiN(5
OFFIC, I= AREA
E~<ISTIN~, t=XI~T. UI:q='ER,
TAO"I-IN~ 'l~OOlq
I=XI~T.
OPEN TO NEI'N
TANI(..FERt,~NTATION A'F~A
AND t~OTTI..IN,~ ]..IN;:
OF~N TO t=XI~T.
TANK, AND BA~I~E/
FtEt~.I'"~NTATI ON A'REA
I I
I
OVERALL UPPER LEVEL PLAN I
SCALE: 118" = 1' -0"
UNC,,OVEI~EP
C,I~IJSHIN~ PAP
· SEE SHEET #7 FOR
ENLARGED PLAN
CRUSHING PAD
I.U
DRAWN BY: NS
CHECKED BY: NS
DATE: MARCH 23, 2012
SHEET TITLE:
OVERALL
UPPER LEVEL
FLOOR
PLAN
SHEET NO:
4
PERMIT & CONSTRUCTION SET
AT 24'
ti
PLATE AT
\ EXIST. ,2
-- ~ AT :24" OC'~
-I-
PARTIAL ROOF FRAMING PLAN
SCALE: 118" = 1'-8"
E
A..~q. IALT
AT
FLAE~IN~ AT~
VAII P'Y (I'YP,) } ~
~ 6"AI.Ulvl. ~d, Ji ~, TO HATCH EXI,~T.
PARTIAL ROOF PLAN
SCALE: 118" = t'-8"
PERMIT & CONSTRUCTION SET
CRUSHING PAD
LU
I, ~
DRAWN BY: NS
CHECKED BY:
NS
DATE:
MARCH 23, 2012
SCALE:
SHEET TITLE:
ROOF &
ROOF FRAMINI
PLANS
SHEETNO:
5~"xl/4"
AT ~IST. G/O~ ~. ~ B~
1''~.'~"'. ~I'AIM
~' PG "
:~ ...... ~ ....
TOILET~ooH ~ OF~IGE~ LADA~EA I.~ ~ ,r ....... ~ ___~
----- ~ h___. ~. ~, TO ~ D~A "
i', '- I }. ~ 2~-~2" ~TAINI~
~m" Ta~ 2~ ~ .~ ~ / '1~
~'-"" "-~'/ "'~~' z~ NEH TANK FE~NENTATION
~OTTLIN~
LIN~
< F ~ ~ A~ HA~ A FI~
EXIISTIN~ TANK
F:F:I~,NIF:NTATI ON A~F:A
HAl;HOLE
COVER~ TO F~et,4AIN
(~E. XlST. MANHOLE
COV~ TO t~elvlAIN
EXl
I~,EI'AININ~ ~
f;~.EEt, AR, 24" LON~ AT
24" O.G. ~ IN GONG.
~ 8*" AN~ ~I;;OUTED,
GO~PAGTE~
~,~.=~w~ ~ FILL
NEI~I C, ONC, I~ETE 5LA~
, ~J J ~1~ ~ ~ ~1~ ', / ~" ~ ~1~.~ ~ J ~1
~ ~"~'~. ~ [ / I ~ ~ i~;~1[
--,:l~- - .5- --T:- ~2:- ~:--:Z-:--; .........................................
__Z .... ~__~' ......... ~ ............. ~___LL?~___~'~'~'~'~'''~
ENLARGED LOWER LEVEL FLOOR PLAN
PERMIT & CONSTRUCTION SET
REVISED-3/21/12
CRUSHING PAD
1106
MA"CH 23,20t2 I
scALE: I
1/4" = t..o- I
pH.T.....:
ENLARGED I
ILOWER LEVEl
........... '~ CRUSHING PAD
EX I~TIN~
L
,,.' O~ENBELoHTO[ ~ ~ z~~Z
= = I TANK FERMENTATION A~EA ~ i
.~ ~ _I_ /
O~N TO , X~ ~ , ~msr. ~mLmNe,
TANK FErMeNTATION J ~ LANDIN~ ~N ~ ,
"'~UDHIN~ PAD
~ ~ G.I ~ AT ~ SHEET TITLE:
: ' ~~ ~T ENLARGED
~A~I~H ~1~ ~I~T UPPER LEVEl
FLOOR PLAN
~HEET NO:
m m m)
ENLARGED UPPER LEVEL FLOOR PLAN
SCALE: 114" = 1' ~" PERMIT & CONSTRUCTION SET
NEIAI AOOlTION AT EXIST. ~t~,USHIN~
EXIST.
TOP OF ~LAt~
LINE OF DR
~-YOND
EXIST. ~ON~. ~
~EXIST. POUR~E~ CONG.
RETAININ~ ~ad.L
EXIST.
SLAB
NORTH ELEVATION
SCALE: 1/4" = 1'*0"
EXIST.
EXIST. Sll,IIC~ I=INI~H
.EXIST. A~PHALT 5HII,~I ~
OF 5UE~I
Ifil
III
r~ ............................................................................ ~ .... -~ ................................ ~- .... ~- ..........
EXTERIOR TRIM ~CHEDULE
PROVIDE ¥1~x.'SATEX (G~=I I IIAI~. 'PVG) AT Al I TI~IM
BOAIe, D~, MOL~INF~ AN~ 50FFI'r5 - 'PAINT Al I
NEW ~DITION AT EXIST. G~U~HIN~ PAP
EXIST. ASPH,~N_T ~HIN~LE ~3OF
AL.I~,N I=AS~IA ~)A'~,~-
AN~ PRIPXP INITH EXIST.
~ ~ 5/4"
PI.~ ~n~.ATHIN~
ON ~oe ROOFIN~ F~LT
ON 5/4"
~ ,~ATHIN~ ON
laREFAB ROOF
TOP OF PL
( E3<IST. ~11,1C, C.O FINIE~ )
SOUTH ELEVATION
SCALE: 114" = 1'-0"
EXIST. ~=I:;)N ~ >
< E. XISTINI~ RETAININ~ P~LL~ )
AT EXIST. GR~ ::N~ PA~
TOP OF EX. SLAB
PERMIT & CONSTRUCTION
~EVISED-3/21/12
=RUSHING PAD
U.ll
:NS
MARCH 23,2012
SCALE:
1~"=1'-0"
SHEET TITLE:
NORTH &
SOUTH
ELEVATION:
SHEETNO:
8
N~ ADDITION AT t=XI~T. C~LJ~HIN~ PAD
( I~XlST. ASPH/~..T ~I~L~ ~OP ) ( ~H~T ~1~ ~ ) ( ~XIGT. ~H~T 5HI~L~ ~ )
OH BI4' PLY~D
~1~ ON ~
~l~N FA~IA ~A~ ~l~N FA~IA ~A~
A~ D~IEZ~ ~ITH ~XI~,~ ~ ~ ~/ ~ ~1~ ~ITH ~XI~T,
/
,, ,
t
~ I [ ..............................................................................
[ ................................................................. 1 ~
I < ~15?1~ ~AINI~ ~! ~ ~ ) ~ ~LI~ OF EXIST.
I ~ ~0~ -- ~ ~
~ ....... : ............................... :: ....... r_~rz_r_r_r_r_r_r_rz_r ......... : ............................................................. ~¢
~XTE~IO~ ~IM 5~HEOULE
EAST ELEVATION m~1~ ~A, ~ (OELLUA. ~)AT ~L
~0ALE: 1/4" = 1'-0" ~A~, NO~I~ A~ ~FFI~ - PAINT ~L
~: I"XIO" ~ I"X4I'
~ ~l~H, II'XIO" ~ 4" ~ NOLDIN~
F~IA ~A~: IXIO ~ &" ~. ~U I I ~
~1~: IXIZ ~ ~" ~ ~OLDIN~
~lT~ O~ILI~: ~" X ~,l ~A~
OONT. 4" ~N I/2" GY~ ~ AT ~ ~ ~IN: I" X &" ~ ~D OT~l~
AT ~EILI~ ~ ~L ~LLD ~ ~LG. ~lL~l~: POLYSTO~ ~0~051~
m:
~ B~ TO
I !
~R~IT &
REVISED13/21112
CRUSHING PAD
UJ
m
mmml
mmm,
DRAWN BY:
NS
NS
DATE:
MARCH 23, 2012
SCALE:
114" = 11'0''
iHEET TITLE:
EAST
ELEVATION
HEET NO:
9
IX12 1=~1~=71=
HATCH EXIST.
PAD
fa~vlAIN AT EAST I, qALL.
N.~ ~" 11.K p'.C.. 5LA5 [nV ~ l~a~Ate. ·
O~ SLAB) 5Er ON C, OH~AC. li~.'
~¢~ ~IL IJ~ ~ ~1
~R. ANULAR FILL
A~ RE:~UIR,E~
:24" ~
~DETAIL CONC. SLAB EDGE
at
SCALE: 314" = 1~
ON ~/4" PL'YlflOOD ~4.1~ATHIN~
FLAT tqOOF MINIMUM
EXIST. AR,GI.ED TOP
~ TO REHAIN
5'11J~ · II&"OG
BAIT INI~L
EXIST. ~HIN~
RAILIN~ ~ BALGONY
STAII~. TO HATe'S44 EXIST.
NEIN, tDALC, ON'r'
EXIST. S~ I=INISH
NEI/'I OFFICE
iq/IX~ FI~ IIL TO
HATCH EXIST.
iq/IX~ PIN. FL TO
MATCH EXIST.
lye BAC-..~.OAI~7
HATGH PIN.
"/" MAX
I1" HIN
NEW TANK FERHENTATION
AREA AND BOTTLIN5 LINE
~XlST. O,H ~
S MM TO ~EHAIN
EXIST.
,$ "IW. IM TO
RI~4AIN
a MM TO Ia~EHAIN
C.,C~qG ~ HITH
~ EX~=OX~' GOATIN~
EXIST.
SECTION
NEpI ~" 11'1K p.G. Ed..AB iff/
&" OC..SAC. H INAY (a~1' 2" Of=F BOTTOM
;~'.' ~ S'II,'D~ ·
16" O~ I~l~,-Iq B~TT
IH~LL
SII.L
~i~$" ~
AT ~40~,
r'. C, ON~
ed= i AININ~ J,qAL.L
$'x~"xl/4" STL ~
ON S/4"xq"xlS' s'n.
I' !~. $iMP~:;fl
TIE 12" ~ YV q' MIN,
R~I'AININ~ IqALL.
~DETAIL at FDN WALL ICONC. SLAB
SCALE: ~t'--~~
145q &" TI4K p,C,. ~L.AB J*V I(~ RI~A.~ e
6" OG EACH FlAY (~ET 2" OFF Be,/I I~,~I
OF ~L.AB) SE1' ON C,(:X~IPA~'TE:)
EXIST. t~llf. (
~DETAIL at COLUMN/BRACE
AC~YLIG
~E 12" LON~ ~V q' MIN.
~PLAN DETAIL at BRACE/BASE PL
SCALE: 314""";- ~
PERMIT & CONSTRUCTION SET
REVISED~I21112
CRUSHING PAD
DATE:
MARCH 23, 2012
SCALE:
318" = 1'-0"
SHEET TITLE:
BUILDING
SECTION
SHEET NO:
10
C, RU~,HIN,~ PAP
.~XI~T. ~ ~INI~H TO
R,~'vlAIN AT J~r:~T ~
~ ~,'[1/GC, O PINI~H TO td~TC~l
~4~TOM MTL/IN~UI=
'rl.K F,.G. 5LAB I,e./e~
ON ~ [~gOfgN~ F~t.T
~ ~=ATfllN~ ON ~
~' ~ATT I
NEI~I BALC, ON¥
I I
IX4. "r~JH ~OAI~
I I
II
PATH. ON I/2" l~l.'t'YegO~
TANK FE~MDNTATION
Ala~A AND BO'"rTLIN~ LINE
RBI'4AIN
BUILDING SECTION
SCALE: 318" = 1' -0" I ~'''
FIXED
fi/&' LV1. ~
PIN. fRAILIN~
IO'XlO' ROI I IN~
,Sit4
REVISED-3/21/12
CRUSHING PAD
<C
'ROJE~NO.: 1106
DRAWN BY:
NS
CHECKED BY: NS
DATE:
MARCH 23, 2012
SCALE:
318" = t'-0"
SHEET TITLE:
BUILDING
SECTION
SHEET NO:
11
PERMIT & CONSTRUCTION SET
EXI~TIN~
TA~TIN~ ~OO~
EXI~TIN,~
F:t='RI,4ENTATI ON
At~EA
11
10
~I~T. ~ ~
IN I ~,~T~TION
FLAT ~ MINII4JIH
F~.A~H AT
~ ~A'I"T IN~UL
BALOON¥
¢'nJ¢_.~42 FINISH TO
~I~'MAIN
NEW TANF-. FERHENTATION
AI~EA AND DOTTLINO LINE
IO'XlO' ROLLIN~ ~ ~
Pt/R-Iq ~A'r[' IN_q~/
~lII PI/
'/a"xl~" ANC. HC:~
IX4 /
/
/
\
\
\
\
\
\
\,
!NG SECTION
PERMIT & CONSTRUCTION SET
REVISED~I21112
CRUSHING PAD
DRAWN BY:
NS
CHECKED BY: NS
DATE:
MARCH 23, 2012
SCALE:
310" = 1'-0"
SHEET TITLE:
BUILDING
SECTION
IICI!
SHEET NO:
12
REVISED-3/21/12
CRUSHING PAD
/ B~LIN~ LI~
~ ELECTRICA~ LEGEN~
I~p/ ~ -- ~ ~ ~ DUPLEX RECE~ACLE OUTLET
TOILET
; ~ ......... 7 -- - 1-- -- ~ m ~ ~mT~h
~ooM ~ / ~ ~ ~ i ~
~ ~OMPU~
F ~PA~ MOUN~ FLO~ENT ~lX~
,,
/ / I I
- m To GEILIN¢ LICHT5 m m ~ EXHAUST FAN WLI~HT
~ ~/' F-]-i ~ [: NE~ TANK FERMENTATION
I ' I I ~~ I m A~EA AND BOTTLIN~ L NE ~ .H~.No~ LI~HTIN~
~l % I~ I
~ ~ m~
~ I I~ m,
~ x / m~ m
~ ~-~' ma mi
~ I~ II
/ Iu II
i~/ ~ II
i~ II
I I II
L___ __~ II
,,
II
Il
EXISTIN~ TANK
FEF~,MENTATION AF~EA
L _ EXIST,
ELEC,'T'~I (..
SUB PANEL
OF~USHIN~ PAD ABOVE
ENLARGED LOWER LEVEL ELECTRICAL LAYOUT
SCALE: t/4"
PERMIT & CONSTRUCTION SET
NS
DATE:
MARCH 23, 2012
SCALE:
114" = 1' - 0"
SHEET TITLE:
ENLARGED
LOWER LEVE
ELECTRICAL
LAYOUT
SHEET NO:
13
EXIST.
TASTING BAR
NEI,~I
EXISTIN®
TASTIN® ROOf'4
TO ~HAIN
//I //..----~\ L j44./
OPEN TO
TANK-, F:ERf,4ENTATION
{ I
PN
\ II
\ II,
\ II
\ II.
\ II
i I
I I'
! I:
/
/
/
/
/
OPEN TO
TANK, FERMENTATION AREA
AN~ BOTTLING LINE
BELOI,,'I
d, RUSHIN® PAD'
ENLARGED UPPER LEVEL LECTRICAL LAYOUT
SCALE: 114" = 1' -0"
ELECTRICAL LEGEND
S~ITGH
T~LEPHONE
5URPAOD ~OUN~D FLO~DOENT ~lX~
~URPAGE MOUN~P LI~HTIN~
, ~ =X~IOR ~LL MOUN~D ~LOO~ LIGHT
~ DXHAUDT
~/L~ EXHAUST FAN ~IGHT
~ E~E~NGY LI~HTIN~
EXIT GIGN ~ EHE~ENDY LIGHTING
DUPLEX ~EOEPTACLE OUTLET
220¥ REC, EPTAC, LE OUTLET
~UADRAPLEX ~¢EPTACLE OUTLET
~R PROOF ~GEPTAGLE OUTLET
OROU~ FAULT IN~R~UPTO~ OUTLET
HIOH HAT
HIgH HAT FIX~ LO~ VOLTA~B
DI~¢TIONAL HIGH HAT
5UEFACE HOUN~D CEILIN~ FIX~
~RFADE MOUN~D ~LL FIX~
DU~AO~ ~OUN~ ~OT LIOHT
\
\
\
\
\
\
\
I
/
/
/
TO TIf~f~ AT
ELEC,'"F'~I C, PANEL
REUSE EXIST. FIXTURE5
FROM GRUSHIN~ PAD
PERMIT & CONSTRUCTION SET
REVISED-3/21/12
CRUSHING PAD
U.I
NS
NS
DATE:
MARCH 23, 2012
SCALE:
114" = 1' - 0"
SHEET TITLE:
ENLARGED
UPPER LEVELI
ELECTRICAL /
14