HomeMy WebLinkAbout37793-Z S11FpOtq�o Town of Southold Annex 8/2/2013
P.O.Box 1179
x 54375 Main Road
o ��S Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36424 Date: 8/2/2013
THIS CERTIFIES that the building FIRE SPRINKLER
Location of Property: 215 Harbor Lights Dr, Southold,
SCTM#: 473889 See/Block/Lot: 71.-2-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
2/5/2013 pursuant to which Building Permit No. 37793 dated 2/7/2013
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:
fire suppression system to an existing dwelling as applied for.
The certificate is issued to Kelly,Patrick&Kelly,Diane
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Authorized Signature
4�SvfFu���o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y a TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
��Olj3r,
a 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 #: 37793 Date: 2/7/2013
Permission is hereby granted to:
Kelly, Patrick & Kelly, Diane
30 Cathedral Ave
Garden City, NY 11530
To: install a Fire Suppression System to an existing dwelling as applied for
At premises located at:
215 Harbor Lights Dr, Southold
SCTM # 473889
Sec/Block/Lot# 71.-2-6
Pursuant to application dated 2/5/2013 and approved by the Building Inspector.
To expire on 8/9/2014.
Fees:
FIRE SPRINKLERS $200.00
CO -ALTERATION TO DWELLING $50.00
Total: $250.00
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 and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
I Approval of'electrical installation from Board of Fire Underwriters.
4. 'Sworn statement Dom 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. SubmitTlanning Board Approval-of completed site plan requirements.
B. For existing buildings`(prior io 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- $106.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
.5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 I l
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: f r
House No. Street Hamlet
Owner or Owners of Property: )<e /
Suffolk County Tax Map No 1000,'Section ' ' Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board-Approval: .
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
fjf s 0 7 7q-3
Y'cOUN(`I
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: �
r DATE l� - INSPECTOR
SO(/r�o�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
—tom
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DATE 3 � INSPECTOR
FIELD IlVSPEONREPORT. DATE COMMENTS
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STATE ENERGY CODE Q)
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ADDITIONAL COMMENTS
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E` 'DOWN 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. 377 ,93 Check
Se tic Form
D U
r tees
d Permit
Examined �O 20 t i m-Water Assessment Form
FEB 5 2M Coin
t Ut
Approved 20L ai to:
Disapproved a/c
BLDG. DEPT. Pho e:
Expiration 7 20 ] TOVJ�N OF SOLITHOLD
Building Inspector
APPLICATION FOR BUILDING PERMIT 1
Date "7 ,20J_3
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 applicab ws Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for lova demo' n as her et i described.The
applicant agrees to comply with all applicable laws,ordinances,building de,housing o d regulatio o lmit
authorized inspectors on premises and in building for necessary inspecti ns.
ature of applicant or name,-if a corporation)
Id 77-6ffc%r .,y Jn. ,f s� r�� %vy
p6
(Mailing addre s of appli nt) 1723
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder J
Name of owner of premises
(As on the tax roll or latest deed)
If appl' atton, e f duly authorized officer
cvl c officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. SPL.ONS
1. Locationof land on which proposed work will be done:
02 IJC7 612 L2 A)_V ITS
House Number Street ( -Iaml t
County Tax Map No. 1000 Section 1 Block C� Lot
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work, �L AZ&
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units_ Number of dwelling units on each floor 3
If garage, number of cars 6-L
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner
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 Will excess fill be removed from premises?YES_NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES V"NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS-MAY BE REQUIRED.
b.Is this.property within 300 feet of a tidal wetland?*YES V 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)
CO OFC. -
being duly swom,deposes and says that(s)he is the applicant
(Name of individual
signing contract)above named,
(S)Heis the
_ w/l�ITy((/�
(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.
Swo to before me this�Q �D
F day of
(dp�ry PU�I `r0�of New York
�.N n No.01190696
Notary Public u2 in n County tub of pplicant
commission Expires July 98.2 l C 02 Sig
Relly Residence Drawing Date:1-18-2013 1127113 14:33
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: Kelly Residence
Location: 215 Harbor Lights Drive
Southold, New York
Drawing Date: 1-18-2013 Remote Area Number: 1
Contractor: AAA Fire Protection Telephone: 631-689-6869
12-4 Technology Drive
East Setauket, New York, 11733
Designer: R.P.
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Wood & Steel Occupancy:Residential
Reviewing Authorities:Town Of Southold Fire Marshal
SYSTEM DESIGN
Code:NFPA 13D Hazard:Residential System Type:WET
Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle
Density (gpm/sq ft) 0. 100 1 Make: TYCO
Area per Sprinkler 179. 0 sq ftj Model: LFII
Hose Allowance Inside 0 gpm I K-Factor: 4. 90
Hose Allowance Outside 0 gpm I Temperature Rating: 155
CALCULATION SUMMARY 2 Flowing Outlets
gpm Required: 36.0 psi Required: 43.1 @ Source
WATER SUPPLY
Water Flow Test Pump Data
Date of Test Rated Capacity 0 gpm
Static Pressure 65.0 psi I Rated Pressure 0.0 psi
Residual Pres 55.0 psi I Elevation 0
At a Flow of 500 gpm I Make:
Elevation 0" I Model:
Location: Street Main
Source of Information: Local Water Authority
SYSTEM VOLUME 43 Gallons
Notes: i
r
r
AROfi�SSpNP�
Relly Residence Drawing Date:1-18-2013 1127113 14:33
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 36 14.8 psi
1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 36 0.5
1 Pipe 11,�" PVx15 20' 150 1. 602 36 0.7
1 1-1/2" CPVC 90 Ell 7' 120 1. 610 36 0.5
1 Pipe 11,-�" PVx15 l' 150 1. 602 36 0. 0
1 1-1/2" CPVC Tee l' 120 1. 610 36 0. 1
1 Pipe 111-�" PVx15 23' 150 1. 602 36 0.7
1 1-1/2" CPVC 90 Ell 7' 120 1. 610 36 0.5
1 Pipe 111.�" PVx15 12 ' 150 1. 602 36 0. 4
1 1-1/2" CPVC 90 Ell 7' 120 1. 610 36 0.5
1 Pipe 1;-�" PVx15 2 ' 150 1. 602 36 0. 1
1 1-1/2" CPVC 90 Ell 7' 120 1. 610 36 0.5
1 Pipe 11W" PVx15 1' 150 1. 602 36 0. 0
1 1-1/2" CPVC 90 Ell 7' 120 1. 610 36 0.5
1 Pipe 11-�" PVx15 4 ' 150 1. 602 36 0. 1
1 2" Grvd Shotgun Valve 0' 0 2 .067 36 0. 0
1 2" Thrd Butterfly Valve Milwauk 6' 120 2. 067 36 0. 1
1 2" Thrd 90 Ell CI 5' 120 2 .067 36 0. 1
1 2" Thrd Back Flow Valve Wilkins CHART LOSS 36 9.4
1 2" Sweatd 90 Ell 6' 120 2 .067 36 0. 1
1 Pipe 2" Kx21 Copper 5' 150 1. 962 36 0. 1
1 2" Sweatd 90 Ell 6' 120 2.067 36 0. 1
1 Pipe 2" Kx21 Copper 45' 150 1. 962 36 0.5
Elevation Change 3010" 13.0
Hydr Ref Rl Required at Source 36 43.1 psi
Water Source 65. 0 psi static, 55.0 psi residual @ 500 gpm 36 gpm 64.9 psi
SAFETY PRESSURE 21.8 psi
Available Pressure of 64.9 psi Exceeds Required Pressure of 43.1 psi
This is a safety margin of 21.8 psi or 34 % of Supply
Maximum Water Velocity is 6. 1 fps
Kelly Residence Drawing Date:1-18-2013 1127113 14:33
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4. 87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
Kelly Residence Drawing Date:1-18-2013 1127113 14:33
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI-1-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 10. 00 13.5
1S 9.00 4. 90 13.3 17. 9 17. 9 0. 10
2 10.00 13.5
2S 9. 00 4. 90 13.7 18.1 17. 9 0. 10
10 10. 00 14. 1
11 10.00 14. 1
W 10.00 14 .8
Max velocity of 6.08 occurs in the pipe from 10 TO 2
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
Relly Residence Drawing Date:1-I8-2013 1127113 14:33
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH)
17. 90 1. 109 1T 1. 00 13. 3 13.3 K = 4. 90
1S C=150 9. 91 -0.4 0.0
17. 90 0.053 10. 91 0. 6 13.3 Vel = 6.00
1. 109 1E 6. 68 13.5 13.5 EqK = 4.87
1 C=150 3. 96 0.0 0. 0
17. 90 0. 053 10. 65 0. 6 13.5 Vel = 6.00
1. 602 5. 08 14. 1 14 . 1
11 C=150 0.00 0. 0 0. 0
17 . 90 0.009 5. 08 0. 0 14. 1 Vel = 2. 88
18. 12 1. 602 1T 9.77 14. 1 14. 1
10 C=150 11.80 0. 0 0. 0 See PATH 2
36.02 0.033 21.57 0.7 14. 1 Vel = 5.79
W 36. 02 14 . 8 K = 9. 36
PATH 2 FROM HYDRAULIC REFERENCE 2 TO 10
18 .12 1. 109 1E 1.00 13.7 13.7 K = 4. 90
2S C=150 3. 96 -0.4 0.0
18 . 12 0. 055 4 . 96 0.3 13. 7 Vel = 6.08
1. 109 1T 0. 93 13. 5 13. 5 EqK = 4. 93
2 C=150 9. 91 0. 0 0. 0
18 .12 0.055 10.84 0. 6 13. 5 Vel = 6. 08
10 18. 12 14 .1 K = 4.82
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Job Water Required Hose Allowance
Kelly Residence Static Pres: 65.0 psi Pressure: 43.1 psi In: 0 gpm
215 Harbor Lights Drive Resid. Pres: 55.0 psi Sys Flow: 36 gpm Out: 0 gpm
Southold, New York Flow: 500 gpm Sys+Hose: 36 gpm
Remote Area: 1 Date: Safety Pres: 21.8 psi
Loc: Street Main Hd Elv Pres: 12.6 psi
70
60 Suppl,
50
40
P
S
I
30
20
12.6 ps
10
100 150 200 250 300 350 400 450 500
Flow (gpm)
SPRINKLER NOTES
SPRINKLER LEGEND 1. ALL PIPING SHALL BE APPROVED TYPE CPVC.
NEW PENDENT SPRINKLER HEAD RESIDENTIAL TYPE 2• SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE NTH NFPA 13D.
1\2" NPT,1\2" ORIFICE, 160 DEGREE F. K=4.9 3. ATTIC IS NOT INTENDED FOR STORAGE USE AND IS EXEMPT FROM SPRINIKLER COVERAGE PER NFPA 13D-4.6.
17 gpm ® 12 psi TYCO MODEL "LF II". (18'-0" X 18'-0")
= NEW HORIZONTAL SIDEWALL RESIDENTIAL SPRINKLER 4. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL HEADS SHALL BE POSITIONED SO THAT
HEAD 155 DEGREE F., 1\2" NPT.1\2" ORIFICE, K=4.2, DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING.
• lot Floor Roof Below tot Floor Root Now 19 gpm ® 20.5 psi TYCO MODEL "LF II". (16'-0" X 18'-0")
Una al Porch Usiow a ar ow 5. ALL PIPING SHALL BE STANDARD WEIGHT STEEL OR APPROVED PLASTIC.
o HYDRAULICALLY iCALCULATED AREA 6. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, IF NECESSARY TO ATTAIN CLEARANCES
<} AS PER NIFPA 13D AT NO ADDITIONAL COST.
0 0 ®� 0 o OCCUPANCY CLASSIFICATION: RESIDENTIAL
o ® o Roof o o R Roor DESIGN CRITERIA: NFPA 13—D 7. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO
MATERIAL, MIN. COVERAGE, INSTALLATION REQUIREMENTS ETC.
0 4 ® «.
aaof 8. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPR(OVALS FROM LOCAL WATER AUTHORITIES HAVING
4: GOW K
�Dwrr 9. REFER TO ACCOMPANYING BOOK SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
0' 1 g Break 10. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPIANY.
® ® 1�1�" R ER ® ¢ '� g -D ® ¢ 10' 1 P FR M Rst FLOOR 11. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE REQUIRED. ALL PIPES ARE TO RUN
CONCEALED.
F_
# GA P T ° �s� J�1 2 1s o Mdp 0 0 12. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITHI REQUIRED TAMPER SWITCH AND WATER FLOW
1 12 , 0 1 0 ¢ 1 `,' 11 1 y 0
o. 9.0 SWITCH.
"L--JL—JH 0 In NO
EIM-1
NO FlRE-SF WLER y '¢' REQUIRED AS PER NFFPRA 13D
112 2REQUIRED AS PER NFPA 13D
471— 4® 4.
o .
4, �9 ''" cs o FIRE SPRINKLER BRANCH
� K°� PIPING IN CEILING —TYP.
oo o o R-30 INSULATION
Shed Dormer /SPE0
OVER PIPING
1" ITEST CO N.
5PILLOCI 0
. h Bea-MO.) '
Y' 0 1NO FIRE INKLER
2 G REQUIRED ASP R NFPA 13D --.
NO FIRE SPRINKLER
0 NO FIRE SPRINKLER 0 W. REQUIRED AS PER NFPA 130
F® A REQUIRED AS PER NFPA 13D � I
- Z,
OPEN 10 2nd Y �.
® NO FIRE S1 RINKLER
REQUIRED AS NFPA 13D Roof
2" FIRE SPRINKLER HEA1 R Shod Roof
® ¢ ¢
Roof RD of
4 Z" FIRE SPRINKLER SERVICE NEW 5/8" GYP. BOARD CEILING
NEW CONCEALED PENDENT HEAD
AUTOMATIC SPRINKLER PENDENT HEAD DETAIL
FIRST FLOOR FIRE SPRINKLER PLAN THIRD FLOOR FIRE SPRINKLER PLAN Nam'
SIDEWALL SPRINKLER HEAD —TYP.
FIRE SPRINKLER MAIN IN SOFFIT —TYP.
PIPE SUPPORT ATTACHED TO STRUCTURE P
.�. •� � NEW 5/8" GYP. BOARp SOFFIT
"�� ¢ TAPE, SPACKLE AND FINISH SMOOTH
0 0' NOTE: ALL NEW WOOD BLOCKING SHALL BE `
SECURED TO WOOD STUDS OR WOOD JOISTS
17m
r 0 ® ( I ) ® Ridge
I IN 41
o
' 41
1' Rage SOFFIT DETAIL r y
r— r
r
New BeoAn Wall
c T0 1 hn RRISER ¢ I
1 st'FLOM ¢
O LL O (� Extxting wo8
B..1 10 wow
411
�P�^9 �gY Y Y Y• `
p eA l
® ® Exit l 3 Stay RWdance
D O Y yL� I OWTICIN NEW f RPZ IN HEATED Cl MET IN GARAGE
c Y I'?�'xl its?>',� dA:'r' i°I. 6 •'
f—PNah o-Criln� tY-0'�PRah— - PRah tY- ►Pitch
DATL
NOTIL! I L)II'< _� G;.i ,'. .,''[ I r . I
O 1 =1, 12 {; IC =i r%1 ra ili;.
90 ELBOW TO FLJL L10, F. -
I: 1 0 IdIJi
TO FIRE SPRINKLER SYSTEM—TOTAL = 62 HEADS I _NEW Y WATER SERVICE FOR „f4�. , ���I¢�FI
FIRE 9%NXAa SYSTEM q r !I _F�
I Ew.ST.P=WATER MAN IN STREET GT[ °\PN=,'6, 110'rd I N Q',l1L&Ci
0 TYCO = ;
RISER MANIFOLD W/: ^' II'i' CI
SECOND FLOOR FIRE SPRINKLER PLAN 1y ALARM BELL (1) DRAIN AND TEST "A' ' r° {I ;IN; ;;`;ILI.'-' fi III
INSTALLED AND WIRED BY OTHERS •• Q (2) FLOW SWITCH i € �; "�" :i�f, ar HI C'Q F3 -,i
3 PRESSURE GAUGE
( )
(4) SIGNS ON BODY SITE PLAN�
® -E-- 2' BUTTERBALL VA. W/ TAMPER SW.
TEST
N COCKS PROJECT Y
Kell Residence AAA FIRE PROTECTION
2" 2" 215 Harbor Lights Drive 12— 4 Technology Dr.
Southold, New York East Setauket, NY, 11733
2" (RPZ/DCV;) WITH CONTROL VALVES LOCKED IN / PH#(631)68!9-6869 FAX(631)751-5030
TITLE First, Second 8c Third
THE OPEN POSITION. VALVE TO COMPLY WITH � LICENSE SCALE
LOCAL WATER DISTRICT REQUIREMENTS. � a�`'�� 2 �+ Floor Fire Sprinkler Plan # 1F F !>
Ix
P 1/8 =1 —0
2" WATER SERVICE BY OTHERS, TO COMPLY WITH � NO. REVISIONS DATE BY CONTACT PERSON FILE
THE LOCAL WATER DISTRICT REQUIREM t 07� ��' R.P.
e
Fire Sprinkler Header � �� BRA R P JOB # DWG. #
NTS DATE S P — 1
1-18—2013
V
SPRINKLER NOTES
SPRINKLER LEGEND 1. ALL PIPING SHALL BE APPROVED TYPE CPVC.
= NEW PENDENT SPRINKLER HEAD RESIDENTIAL TYPE 2• SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D.
1\2" 2" ORIFICE, 160 DEGREE F. K'
17 gpm 3. ATTIC IS NOT INTENDED FOR STORAGE USE AND IS EXEMPT FROM SPRINKLER COVERAGE PER NFPA 13D-4.6.
0 12 psi TYCO MODEL LF II . (18—0—0" —0")X 18
D— = NEW HORIZONTAL SIDEWALL RESIDENTIAL SPRINKLER 4. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL HEADS SHALL BE POSITIONED SO THAT
HEAD 155 DEGREE F., 1\2" NPT.1\2" ORIFICE, K=4.2, DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING.
19 gpm 020.5 psi TYCO MODEL "LF II". (16'-0" X 18'-0") 5. ALL PIPING SHALL BE STANDARD WEIGHT STEEL OR APPROVED PLASTIC.
Baaknl Etr+gvd sP«° - -
Badcfll Existing Crawl space Eac _ _ - •• - - •� - - -• 6. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, IF NECESSARY TO ATTAIN CLEARANCES
u A LL AT NO ADDITIONAL COST.
Am of Existing list Floor _
Co,,,,,�to Pa,�, � _ ® OCCUPANCY CLASSIFICATION: RESIDENTIAL
DESIGN CRITERIA. NFPA 13—D 7• UNDERGROUND WATER ER S MP LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO
pace
� NEW UN ROU A R SERVICE HALL COMPLY WITH 0 U
Area of Exleting let Flo • MATERIAL, MIN. COVERAGE, INSTALLATION REQUIREMENTS ETC.
Converted to Poreh Space -
......... .................. .. ....
—6 3/4" r " 1 ¢ ¢ 8.JURISDICTION.NOORKSHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM LOCAL WATER AUTHORITIES HAVING
15-0 1/2
iv P� , ::::.:.:.:: :: A A pw 0� 9. REFER TO ACCOMPANYING BOOK SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
... ......:..... ........ ---.. ........
Shelf
10' 1 10. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY.
' 1 ::::: roe
steps to Wh�P
\ � — p ® (whi paa) ® Ridge 11. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE REQUIRED. ALL PIPES ARE TO RUN
2'-10 1 2" ¢ FRUld
o CONCEALED.
Can OP OP LO 0 112 12 � 12. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED TAMPER SWITCH AND WATER FLOW
4 ® ¢ �q AN
} -0- SWITCH.
A ACE 04FF _ 1
8' 0 3/4" 5"-6" r
' O
Nqw' 1 1 1 itl+2
O u� IL I-q
1n CV a P• ll—I a Now Bearfi Wdl
0 J0 1 Xz" MISER ¢ FIRE SPRINKLER BRANCH
1 "' " N � UP RO)M ¢ ¢ PIPING IN CEILING —TYP.
1 4'-0 3/4" �' ' 1st FLO) 1?
13'-s 1 4" 4 1/2" s'-s 1/ A € R-30 INSULATION
07,
O Y Exb tkig g Wall
x g OVER PIPING
I
\ ew g WadiL
I Exieft
n a AVA R g IettngA .A
O Y AT" --'
Now 'Shelf
1'I' n 1'� 1�ti I .`' •'.•!s :•: New Conc.BI. A
Ch n O �- O Base far New
Base N
\ •-y�aoa,�P. "12a(g Y ® ® JL Yg Y4
x 16"dDeep� O A I
New N N Be a a a V 3
Footing � � cS Y �,Y cg cg yA rc cS
............... V
n PitchCa r-0PRh—� PRah PitchOP i 6-11
Shelf'
NEW 5/8" GYP. BOARD CEILING
New Front Stoop
_1e Seep NEW CONCEALED PENDENT HEAD
AUTOMATIC SPRINKLER PENDENT HEAD DETAIL
CRAWL SPACE FIRE SPRINKLER PLAN
SECOND FLOOR FIRE SPRINKLER PLAN '
• 191 Flser flee!Belew let now Roof Below SIDEWALL SPRINKLER HEAD —TYP.
Line of Porch Below Line of Porch Below
HYDRAULICALLLY CALCULATED AREA FIRE SPRINKLER MAIN IN SOFFIT —TYP.
o A ti AA AS PEER NFPA 13D : . _�.--.... :.... ,. ..
Y V Y X
O O ®® O O Roof 0 0
Q R Roof f
A v7
Y •¢ -¢ ¢ en ® Roof
O u"a°f°"°'hang PIPE SUPPORT ATTACHED TO STRUCTURE
an — —
Shed Donner NEW 5/8" GYP. BOARD SOFFIT
i A -
- ®-- 1 TAPE, SPACKLE AND FINISH SMOOTH
ng Break
0' NOTE: ALL NEW WOOD BLOCKING SHALL BE
101' 1 �" R SER
g -0� ® rc 1 FR M 1st FLOOR SECURED TO WOOD STUDS OR WOOD JOISTS
INING 1¢ " RI ER ® ` rnNG•RooM 0 F.
� 4 UP T ® o� O l2 o Ridge O o
0 0 , 112 11 o
1 ,2 1 ge 9�� SOFFIT DETAIL
FIMFA O NO
NO FiRE�PRINKIER Y ¢ REOIARED NrNFPA 13D
REQUIRED AS PER NFPA 13D
A A 112 A —112 O O n9 g �-''—
.-� �`® Y Knee tNoll Knee Wall 'O O
O
O d� Shed Dormer
• 1" INSPE ORS TEST CO N. � I
® -0- SPILL, T SAFE LOCA 0 I I
I I t _e Beams(Typ.) REEQUIRED AS N NFPPA 13D
(Q O 2 ® SPRINKLER
REQUIRED AS s 13D ❑
A O NO FIRE SPRINKLER
REQUIRED AS PER NFPA
13D O ❑ I
OPEN r0 2nd NO FIRE Existing 3 Stay Renlderm
® NFPA
I
REQUIRED As IER NFPA 13D Roof I
Shed Roof I !
FIRE SPRINKLER HEA R I wcnnaN NEW z'RPz N tlEAtm ci�7 IN GARAGE
Roof Roof I
II
FIRE SPRINKLER SERVICE I l
o
0 90 ELBOW 1
I LO j
TO FIRE SPRINKLER SYSTEM—TOTAL = 62 HEADS !
THIRD FLOOR FIRE SPRINKLER PLAN NEwrWAKERSYSER IOEFat
FIRST FLOOR FIRE SPRINKLER PLAN
I E,RESPwNtmYslE►, I
I
O oast.PUBLIC wAnR MAIN IN STREET — I
TYCO r --J
RISER MANIFOLD W/-.
ALARM BELL (1) DRAIN AND TEST "ARBOR LIGM DRIVE
INSTALLED AND WJIRED BY OTHERS 0• (2) FLOW SWITCH
(3) PRESSURE GAUGE
(4) SIGNS ON BODY SITE PLAN `17AS 150tl'C"
o
2" BUTTERBALL VA. w/ TAMPER SW.
o:
of
TEST
N COCKS
PROJECT Kelly Residence AAA FIRE PROTECTION
2" 2" 215 Harbor Lights Drive 12-4 Technology Dr.
Southold, New York East Setauket, NY, 11733
2" (RPZ/D1CV) WITH CONTROL VALVES LOCKED IN PH#(631)689-6869 FAX(631 )751 -5030
THE OPEN POSITION. VALVE TO COMPLY WITH TITLE First, Second & Third
LOCAL WATER DISTRICT REQUIREMENTS. Floor Fire Sprinkler Plan LICENSE # SCALE
2" WATER SERVICE BY OTHERS, TO COM Y WITH NO. REVISIONS DATE BY CONTACT PERSON FILE
THE LOCAL WATER DISTRICT REQUIREME S.
+ 1 ADDED CRAWL SPACE FIRE SPRINKLER LAYOUT 2-17-13 PAS RI.P.
Fire Sprinkler Header DRAWN JOB # DWG. #
NTS
BY R.P.
S P 1 DATE 1-18-2013