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Home My WebLink About43636-Z FFQ(K CaG� Town of Southold 2/25/2021 0 P.O.Box 1179 W w 53095 Main Rd iP� �cl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41830 Date: 2/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 870 Love Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 140.-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2019 pursuant to which Building Permit No. 43636 dated 4/11/2019 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: existing single family dwelling converted to first floor office and second floor accessory apartment as applied for per ZBA#7096SE and#7097 dated 10/29/2017. The certificate is issued to Julianna LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-17-0014 1/19/2021 ELECTRICAL CERTIFICATE NO. 43636 11/24/2020 PLUMBERS CERTIFICATION DATED 12/4/2020 INt QualiFire Prot tion horiz Signature °�gVpFDI,YCo 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#: .43636 Date: 4/11/2019 Permission is hereby granted to: Racanelli, Steven & Janine 175 Oxford Blvd Garden City, NY 11530 To: make additions and alterations to an existing single family dwelling conversion to office space with an accessory apartment as applied for per ZBA Special Exception, Planning and Suffolk County Health Department approvals. At premises located at: 870 Love Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 140.-2-17 Pursuant to application dated 1/25/2019 and approved by the Building Inspector. To expire on 10/10/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $838.80 CO -COMMERCIAL $50.00 Total: $888.80 Buildin 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). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50 00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (I(check one) Location of Property: �� _c � f�T eve House No. P� t Street Hamlet �ii " Owner or Owners of Property: J �I pi e I Suffolk County Tax Map No 1000, Section f +Q Block Lot e Subdivision r- Filed Map. Lot: Permit No. 3 6 D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: j/ (check e) Fee Submitted: $ ou Applicant Signature i� Building Debartment Application • 1 AUTHORIZATION (Where the Applicant is not the Owner) residing at 1 �i (Print property owner's name) (Mailing Address) do hereby authorize OC44 �CLv fL1 Ca ' 1kTl� Lke. ",$,Age tri) �� N�iew kipm tJ C to apply on my behalf too the • Southold Building Department. <x (Owner's Signature) (Date) cyeCl (� (,A I$1,\ • (Pant Owner's Name) OF SOUry®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 sC° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Julianna LLC Address: 870 Love Ln city Mattituck st: NY zip: 11952 Building Permit#. 43636 Section- 140 Block- 2 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: North Country Electric License No: 4577ME SITE DETAILS Office Use Only Residential X Indoor X Basementrx— Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat Duplec Recpt 64 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water 30Ax2 GFCI Recpt 13 Wall Fixtures 7 Smoke Detectors 1 Sub Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 74 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 4 Transformer UC Lights 2Q' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 37 Step Lights 1 Q Exit Fixtures Pump Other Equipment. DW-2, Fridge-2, Micro-2, Transfer Switch- 2 (100A+ 200A) Notes New Commercial / Residential Inspector Signature: �.�— c Date: November 24, 2020 S.Devlin-Cert Electrical Compliance Form As - . ��o�•sotiTya• ,, r -4z Town Hall Annex Telephone(631)765=1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-095901 L— d BUILDING DEPARTMENT TOWN OF SOUTHOLD CER-T-IFI-CAT-I-O-N Date: Buildin Permit No. Owner: (Please print) Plumber• (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) - Sworn to before me this day of7,,�Y1 20�Q NotaryPublic, < - Caiant UT LINDA S.MANNIN0 Notary Public,State of New York No.4948506 QualiWE • Omission , o�aOE SOUIy� -- _ # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ]- FRAMING /STRAPPING [ ] FINAL [ '-] ,-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE D - INSPECTOR 3� o�aoF S ouryO # # TOWN OF SOUTHOLD BUILDING"DEPT. cou765-1802 A N.S P ECT I O N [ ] FO DATION 1ST [ ] ROUGH PLBG. 11, OUNDATION 2ND [ ] INSULATION/CAULKING • [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION J_ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _vxoof ky 1� V b740t_.... f> (00 DATE INSPECTOR oesouryo� �lj ��p 070 LC)V f LA/ — * TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn�f'' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: OT,6(In t 1-91 DATE INSPECTOR �o��OE SOUTyo� - # TOWN OF SOUTHOLD BUILDING DEPT. �`�courm0�' 765-1802 INSPEC , ION- FOUNDATION 1ST [ ROUGH PLBG. /] FORAMING UNDATION 2ND [ ] INSULATION/CAULKING' /STRAPPING ' [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ,] ELECTRICAL- (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ao,_vwvftwQ Pv, N/Al, v d40,xvkz- 0 ', �- DATE 3o INSPECTOR SO(/1y�6 /S& f # TOWN OF SOUTHOLD BUILDING DEPT. �ycouN►r '' 765-1802 INSPECTION 43„L _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [- ]- FOUNDATION 2ND . : . [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ I FINAL [ ] FIREPLACE & CHIMNEYIV -FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OE SOUIHp� l.- # # TOWN OF SOUTHOLD BUILDING- DEPT. �`ycourm '' 765-1802 INSPECT1.0N , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ '] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR 4 q363( VANE SOUIV, # # TOWN OF SOUTHOLD BUILDING DEPT. couim '' 765-1802 VL INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.� [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING. [ ] FRAMING/STRAPPING FINAL f ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��z- DATE 1 l3 2004 _ INSPECTOR pF SO -�5�g- 3636 1 .2, �d - UI�O �� # # TOWN OF SOUTHOLD BUILDING DEPT. 41v6 `'ccourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY Y FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: '4-11e6 AEC ��i�/�✓C'Gc`Dt f�sr . 7 Z DATE INSPECTOR �pf SOUly � o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE,& CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O r a eREMARKS: dA _I!6t 1 DATE h INSPECTOR Detailed Activity Report Date Range: 1/12/202100:00 - 1/15/2021 23:59 Account Group: System #: K1621066 JuliAnna LLC (Fire System) 870 Love Ln Mattituck, NY 11952 Account# K1621066 Day Date Event/Operator Action Opr User User Name Signal Area Zone Zone Descripti Tue 01/12/2021 10:00:37PM *S TST-AUTO TEST S7 TT1 NP Tue 01/12/2021 10:00:45P.M *S TST=AUTO TEST . S7 TT1 NP, Tue 01/12/2021 1000:51 PM *S TST-AUTO TEST S7 TTI NP Wed-01/13/2021 08:32:15AI ' *S LTM-LOW _ .SV - 3 Sprinkler Hot E TEMPERATURE ALARM _^ __-- -- _-__ __ _- ._-•_-.. --= _., _--,:_-- Temperature(( Wed 01/13/2021 09:36:10AM *S DMPRSR-RES RAL- rSV 3 SUPERVISORY OR TROUBLE Wed 01/13/20.21 10:01:18AM *S E113-FIRE ALARM- FI 2 Sprinkler Wate .WATERFLOW = Alarm Wed 01/13/2021 10:02:45AM *S DMPFH-RESTORAL- rFl 2 Sprinkler Wate FIRE Alarm Wed 01/13/2021 10:03:10AM *S DMPFA-FIRE ALARM FI 9 Fire Alarm Con Panel Room Si -- Dettectwitor--- , Wed 01/13/2021 10:03:41AM *S DMPFH-RE TORAL- rFl 9 Fire Alarm Con FIRE Panel Room Si - -- -1 - Detector - - - -- --- - - - -- ----- -- - - -- - - - -- --- -- - Wed'-01/13--/2- -021 08:23:42PM *S Account- n Service- - = CMN 7:00:07AM 1/19/2021 Page 1 of 2 Detailed Activity Report Date Range: 1/12/202100:00 - 1/15/202123:69 Account Group: System M K1621066 Account# K1621066 Day Date Event/Operator Action Opr User User Name Signal Area Zone Zone Descripti Wed 01/13/2021 10.00:18PM TST-AUTO TEST S7 TT1 NP Thu `01'/14'/2021 ,10:00:31 PMa TST-AUTO TEST , _ .S7`, TTINP,,, Fri 01/15/2021 07:08:58AM Valid Account Passcode 6816 Passcode Fri 01/15/2021 07:09:08AM ''T Place on Test 6816 All Points- ` Fri 01/15/2021 04:00:08PM EXPTEST-Expired Test 01/15/2021 10:00:29FM -T--S-T-,--"AD T-O TEST' S7. -TT4 NP` S 7:00:07AM 1/19/2021 Page 2 of 2 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: February 24, 2020 To: Town of Southold Building Dept. Re: Insulation Inspection Racanelli 870 Love Lane Mattituck,NY 11952 To Whom It May Concern: This letter certifies that an insulation inspection was performed on the above mentioned office/home and the`Bayseal CC" closed cell spray foam insulation was installed correctly and the R value meets o e eeds what is shown on the plans and meets energy code. Any questions feel free to c 1. Sincerely, of N Y a es J Deerkoski P.E. CO �F4 �°• 0725�� AR�FESSI��P� ACC E_L I,,.-- POLYURETHANE SYSTEMS Insulation Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3,N1101.41,and N1101.8 requirements. The following spray polyurethane foam product(s)has/have been installed: [ ] Bayseal'OC Open-Cell Spray Foam Insulation [ ) Bayseal®OC HY Open-Cell Spray Foam Insulation G[ Bayseal'CC X Closed-Cell Spray Foam Insulation ] Quadfoam 500` OC Open-Cell Spray Foam Insulation [ J Quadfoam Natureseal"OC X Open-Cell Spray Foam Insulation [ J Quadfoam 2.0®Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- At I inches Sloped Ceilings R- At inches Walls (Location): R- CQ N At inches Walls (Location): ��, �x �4 R- G At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: � Lathe 1, (7"ut .. Date of Insulation: Building Contractor: i A I r Insulation Contractor: -- I t L"/A h Ltl, Insulation Contractor Phone: Installed By: A2s?r_( "0 4 tSe_ �,. •°"Lt) I a INSULATION CERTIFICATE- DO NOT REMOVE -Please Post Near Electrical Panel- '?�. Accella Polyurethane Systems 2500 Adie Road Maryland Heights, MO 63043 (314)432-3200 www.accel laiol5 uretliane.com 4 ' FIELD INSPECTION REPORT I DATF, COMMENTS TF e Y 71✓ —TD r FOUNDATION (1ST) ...................................... ,Q u 'FOUNDATION (2ND.) r/1 ROUGH FRAMING& PLUMBING y INSULATION PER N.Y-. STATE ENERGY CODE N FINAL ADDITIONAL COMMENTS q-- 1,- 2 ; t ,n..0 v ej e c.-r f2 rn a- 'Cy 4f-fl ylH - I o- 1 r, ZozI ,mac 41-44n AcG. 7_�it F;VAt- r-leZ ' sa4p. • z � d � ,H 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: 1AT4%-1C1-G /A ll SISCp' to Approved ,20 Mail to: iso u W" kw-,7— Disapproved a/c SJ®SS NW %1770k Phone: S1,- �6 Zg Expiration 120 �. $l( . 2GWV „ Building Inspector NOV 1 8 2020 APPLICATION FOR BUILDING PERMIT ' Date �J , 20__?,O ` INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ^ 1 (Mailing address of applicant) State whet er appcant is owijer, lessee, agent WMI , architect, engineer, general contractor, electrician,'plumber or builder r�c�J1�cZ�k� i3 — l3,p3Gl Name of owner of premises C�1,1 t pC N d� As on the tax roll or latest deed) If apple a i a co ation, si a of du ' djc ffcer � (Name and title of corporate officer) Builders License No._ �� D � Plumbers License No. Electricians License No. Q Other Trade's License No. 1. Locatio land on which proposed work will be o e: ` / - L-27C� \—z::,�J � House Number Street t.. Ha let _ County Tax Map No. 1000 Section q I V Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise6qinte ed sea o c a of proposed construction: a. Existing use and occupancy �l j-e- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition iteration Repair Removal Demolition Other Work eih11� 1 (description) 4. Estimated Cost Fee 1 (To be paid on filing this application) 5. If dwelling, number of dwelling units P Number of dwelling units on each floor If garage, number of cars 6. - If business, commercial or mixed occupancy, specify nature and extent of each type of use. D 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 S. 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 NOXWill excess fill be removed from premises?YE N%O i`j�� 14. Names of Owner of premises��,�0 YQA! Address S v� r Lj 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 NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there-any covenants,and restrictions-with respect to this property? * YES NO/_1 IF YESJROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ,,� _ . - rte► 1 ?cing uuly sworn, deposes and says that(s)he is the applicant 7Na em of individual signing ch-tract) above nWned, (S)He is the +�' '�� lL�/ ��'® �Pr�N1"Q:L, '(Contractor,Ag ,Corporate Office)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 tl li day of LVLOmber 202-0 Nota6 Public Janece R.Guerra Signature of Applicant Notary Public,State of New York 0l Gni no.4871154,Qualified in Suffolk Coun� commission Expires September 8,2® TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ;Fr, 4 sets of Building Plans TEL: (631) 765-1802 \ Planning Board approval FAX: (631) 765-9502 �/ Survey SoutholdTown.NorthFork.net PERMIT NO. / 3�36 Check Septic-Form N.Y.S.D.E.C. {� Trustees D C.O.Application ttt:7�� Flood Permit Examined ,20 Single&Separate AY 2 3 201 Storm-Water Assessment Form l/ / � Contact: Approved ,20 ]RUDi� D,pa� Mail to: '00t-lP1 W E1 L :� Disapproved a/c TOW Phone: Expiration ,20 / D RC0V� B nspector APR 019 APPLICATION FOR BUILDING PERMIT �J2 Date �� A , 201� TOWN of sour r$i O1� - - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale: Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,,relationship to,adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue'a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required, APPLICATION IS HEREBY MADE to the Building Department,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and'other applicable Laws, Ordinances or Reg 'on r lle f 'ldings, additions, or alterations or for removal or demolition as herein described.The appl t a to lill cable laws, ordinances,building code,housing code, and re ulations, and to admit auth pr m e building for necessary inspections. APR - 1 2019 [Da., (Signature of applicant or name,if a corporation) 7=1 DE-TG DZrZ MA,7TT t i UCjc_ eJLil TOWN OF SOUTRULD (Mailing ad ress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �G� 1 C7 Name of owner of premises 51 _wf�N 1��CPOj—:-1--i—I it ANI A1C. �F*G'At� t✓i (As 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. EN011j.fi Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: &-7 D 1-0 \/1~ LA1A� � �� l TTy Ci:�, House Number Street Hamlet_ County Tax Map No. 1000 Section 140 ''Block` Lot I Subdivision ap No. Lot, i �2< State existing use and occupancy of premises and intended;use and occupancy of proposed construction: I a. Existing use and occupancy ,�ln1 G LE: -r-Abo i L-Y 17V4ff5LLI W 6 jb. Intended use and occupancy I � 113. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work { (Description) 14. Estimated Cost I � (to� �b paid on filing,this application) 15. If dwelling, number of dwelling units 1'�21 `, Number ofdwengtson each floor f If garage, number of cars 1 `� ' s� 16. If business, commercial or mixed occupancy, specifyatreAandextettt of each type of use. ;nLcG♦�f�-7 [��iJ/-o�/D�.F/�hc�� soo �V Y`r I tl O(vl rAwi, i7. Dimensions of existing structures, if any: Frc--- Rear Depth 721' Height 'Z 1 Number of Stories Dimensions of same structure with alterations or additions: Front C7� 1 � ''ar.-' -I Depth Height Number of Storm"' ' m d i !8. Dimensions of entire new construction: Front Rear I epth,�, f! Height Number of Stories 9. Size of lot: Front ,� i Rear ��' s 'Depth ) U 5 �10. Date of Purchase 5 2O 1 Name of Former Owner C-H 15 TDA 1y' Yeo/,J 2 i � � ; •— 11. Zone or use district in which prem © ` tS I I��ises are situated � � r IlAL, O FDIC� � I �12. Does proposed construction violate any,,zoning,law, ordinance or regulation? YES 1C NO I 13. Will lot be re-graded? YES NO, % Will.excess fill be removed from premises? YES NO X 14. Names of-Owner of premisessitNiwWAjacr RIa(P lttAddress �wOtr-r+ CO-, Phone No..51G Name of Architect DONP,►-p 6i,FQ l-EDEL ' 'Address Y►7 iww A9 07A-InTcY32hone Nc Name of Contractor Ea�O1 Address Phone No� �15 a. Is this property within 100 feet of a t'idal�wetland'or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet-of a tidal wetland? * YES.' NO X * IF YES,'D.E.C. PERMITS MAY BE REQUIRED. Q4 ' 16. Provide survey, to scale, with accurate foundation plan and distances to property.jines. t_.r 1. I 117. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. y 118. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. !STATE OF NEW YORK) SS: COUNTY OF zCvy A`'I-O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, I �(S)He is the (Contractor,Agent, Corporate Officer, etc.) I � - bf said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; jthat 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 ; day of M a U 20A_ Notary P is L. DWYER Signature of Applicant= NOTARY PUBLIC,STATE OF NEW'Y RK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY 1 COMMISSION EXPIRES JUNE 30,2D OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 : 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) 4 Southold,NY Telephone: 631 765-1938 www.southoldtow-nny.gov + Will,K PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 9, 2021 Mr. Steven Racanelli 175 Oxford Boulevard Garden City, NY11530 Re: Approved Site Plan for 870 Love Lane Professional Office and Apartment 870 Love Lane, s/e corner of CR 48 & Love Lane, Mattituck SCTM#1000-140.-2-17 Dear Mr. Racanelli: z The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made February 5, 2021 and the subsequent work session discussion on February 8, 2021. The site is now in i conformance with the Approved Site Plan entitled "Proposed Office &Apartment at the Racanelli Building" prepared by Donald G. Feiler R.A. dated August 30, 2017 and last revised January 19, 2019; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Donald J. Wilcenski Chairman CM Michael Verity, Chief Building Inspector Michael Collins, Town Engineer t 3 i OFFICE LOCATION: � VryO MAILING ADDRESS: �0� S� 'Town Hall Annex P.O.Box 1179 54375 State Route 25 Q �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 cn �c www.southoldtownny.gov G • �Q U�,�� PLANNING BOARD OFFICE D TOWN OF SOUTHOLD ' - JAN 2 5 2'019 October 16, 2018 3 F D![1�s_,", TOWN OF SOUTECLAD' Mr. Donald Feiler 11725 Main Road Mattituck, NY 11952 Re: Approval - Site Plan for 870 Love Lane Professional Office & Apartment 870 Love Lane, s/e corner of Love Lane & CR 48, Mattituck SCTM#1000-140.-2-17 Zoning District: Residential Office (RO) Dear Mr. Feiler: , The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 15, 2018: WHEREAS, this proposed Site Plan is for the conversion of an existing two-story single family dwelling to a 1,296 sq. ft. professional office on the first floor and 830 sq. ft. apartment on the second floor with nine parking stalls on 0.7 acres in the Residential Office (RO) Zoning District, Mattituck; and WHEREAS, on August 30, 2017, Donald Feiler, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on September 11, 2017, the Planning Board accepted the application as complete for review; and WHEREAS, on September 11, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on October 9, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and 870 Love Lane Office & Apt. Page 2 October 16, 2018 WHEREAS, on October 10, 2017, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the subject site that expires October 10, 2019; WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on October 16, 2017, a Public Hearing was held and closed; and r WHEREAS, on November 7, 2017, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on November 13, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on November 14, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 15, 2017, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of-Chapter 236 for Storm Water Management; and WHEREAS, on November 16, 2017; the Southold Town Zoning Board of Appeals (ZBA) granted the variances as requested pursuant to ZBA files #7096SE and 7097; and WHEREAS, on November 21, 2017, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, at a Work Session on December 18, 2017, the Planning Board reviewed the proposed application and required revisions to the Site Plan and additional information; and WHEREAS, on January%- , 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on January 19, 2018, Donald Feiler, authorized agent, submitted revised Site Plans and additional information; approval from the Suffolk County Department of Health Services remained outstanding; and WHEREAS, on August 15, 2018, the Suffolk County Department of Health Services (SCDHS) granted approval to the application under their reference# C10-17-0014,for "Mixed Uses" (Professional Office and Apartment)@ 307GPD; and 870 Love Lane Office & Apt. Page 3 j October 16, 2018 I WHEREAS, on September 10, 2018, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; and i WHEREAS, on September 25, 2018, the Southold Town Chief Building Inspector reviewed and certified the proposed Professional Office and Apartment as permitted uses in the Residential Office (RO) Zoning District pursuant to ZBA file's #7096SE & 7097; be it therefore j 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 I RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition, on the site plan entitled "Proposed Office &',Apartment at the Racanelli Building" prepared by Donald G. Feiler, Registered Architect, dated August 30, 2017 and last revised January 19, 2018. Condition Prior to the Chairman endorsing the site plan, the applicant shall file Covenants and Restrictions (C&R's) with the Office of the Suffolk County Clerk and provide a receipt of the filing to the Planning Board. The C&R's are for the purpose of addressing the placement of a sidewalk on the subject parcel to accommodate safe pedestrian access to the commercial center of Love Lane; and Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their,number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the';Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please, call the Southold Town Engineer prior to beginning this work. I 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. i 870 Love Lane Office & Apt. Page 4 October 16, 2018 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. 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. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: pplicant/Agent Signature: Date: 2 Lot FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 29, 2017 TO: Racanelli 870 Love Lane Mattituck,NY 11952 Please take notice that your request dated May 30, 2017 For permit to construct a professional office with apartment above at Location of property: 870 Love Lane, Mattituck,NY County Tax Map No. 1000—Section 140 Block 2 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed apartment requires special exception approval from the Southold Town Zoning Board of Appeals and the proposed office requires site plana roval from the So Plannin i Au riz d gnature Cc:File,planning,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. - NOTICE OF DISAPPROVAL DATE: June 29, 2017 AMENDED: June 30, 2017 TO: Racanelli 870 Love Lane Mattituck,NY 11952 Please take notice that your request dated May 30, 2017 For permit to convert a single family dwelling to a professional office with apartment above, to include convert an open porch to conditioned space at Location of property: 870 Love Lane, Mattituck,NY County Tax Map No. 1000— Section 140 Block 2 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction (porch enclosure) is not permitted pursuant to Residential Office (RO) District, is not permitted pursuant to Article VIII, Section 280-39, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Residential Office(RO) District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a front yard setback of 50 feet. The proposed construction will maintain the existing 29.5 foot setback. The proposed apartment requires special exception approval from the Southold Town Zoning Board of Appeals and the proposed office rpquires site plan approval from the Southold Town Planning Board. This Notice ofDisapproval was amended on June 30 201 cess setbacks Authorized Signat e Cc: File, planning, ZBA (2 - 'C---�63G BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �*rjf SID 53095 Main Road•P.O.Box 1179 !� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, CA Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �l,YCU � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 2° Tel.(631)765-1809•Fax(631)765-9064 _. - MAY � 2019 May 10, 2019 Donald G. Feiler, v `' *-D Architect P.O. Box 1692 Mattituck,NY 11952 - ---- --- - ---- - - - - - -- RE-0 Request for De Minimus Determination_- Appeal No. 7097, Racanelli 870 Love Lane,Mattituck SCTM No. 1000-140-2-17 Dear Mr. Feiler; I am in receipt of your correspondence, dated May 8, 2019,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request a de minimus approval to reconstruct the foundations of the existing front and back porch structures that you have found to be substandard and inadequate. According to your revised plans, these areas will include new concrete block foundation walls with crawl spaces with no change to the floor space or roofs above. Based upon the information you provided on your plan dated May 8, 2018 (pages A-1 &A-2), I have determined that your request is de minimus in nature because the proposed office and apartment will maintain the variance relief granted in the 2017 decision and will not increase the degree of non-conformity. The new plans will be acceptable, once you submit two stamped original copies to our office. Please be advised that all conditions set forth in Appeal No. 7097 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. S' ely, he Kanes eisman Chairperson cc: Michael Verity, Chief Building Inspector DONALD G. FEILER ARCHITECT 11725 MAIN ROAD BOX 1692 M AT nTUCK W 11952 631-298.5453 FAX 298-1380 May 8, 2019 Southold Town Zoning Board of Appeals Southold Town Hall Southold, New York Re: PROPOSED OFFICE and APARTMENT at the RACANELLI BUILDING 870 Love Lane, Mattituck, New York SCTM# 1000 — 140—2 — 17 ZBA File#7097 Board Members: The building contractor at the above mentioned project has discovered that the existing front and back porch structures have substandard' and inadequate foundations. We are requesting your permission to revise the approved plans that will include new concrete block foundation walls with crawl -spaces at these areas, as shown on the marked-up drawings. There will be no change to the floor space or roofs above. Thank you for your attention to this matter. Don Id G. eiler BOARD MEMBERS C� Southold Town Hall Lesl4kanes Weisman,Chairperson ®F$o(/T® y 53095 Main Road•P.O.Box 1179 i ,`O !O Southold,NY 11971-0959 Patricia Acamporas Office Location: Eric Dante3 Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'C�U Southold,NY 11971 http://southoldtownny.gov NING BOARD OF APPEALS TOWN OF SOUTHOLD • 'l� OCT 2 7 2017 el.(631)765-1809•Fax(631)765-9064 RECEIVED ar V�2&/:33p-rryBUILD G DEFT- 3 2017- T®WN CSF so S,DELIBERATIONS AND DETERMINATION �' MEETING OF OCTOBER 19,2017 ' MA ScQthold Town Clerk ZBA FILE: 7097 NAME OF APPLICANT: Steven and Janine Racanelli PROPERTY LOCATION: 870 Love Lane,Mattituck NY 11952 SCTM No.: 1000-140-2-17 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31, 2017, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 30,312.5 square feet irregularly shaped parcel in the Residential Office (RO) Zoning District measuring 160.00 feet along Love Lane to a mitered corner at Middle Road (County Route 48 aka North Road) measuring 35.77 feet to frontage on Middle Road measuring 160.00 feet to an eastern lost line of 125.00 feet shared with a commercial neighbor then running 60.00 feet west and 60.00 feet south and finally 125.00 feet west shared with a mixed-use residential neighbor. The property is improved with a 2-story frame residence including covered front and rear porches, side stoop and frame barn. A frame garage, appearing on the survey, has since been removed by the applicant as represented on the survey prepared by Paul Barylski Land Surveying and last revised April 14, 2017. BASIS OF APPLICATION: Request for a Variance under Article VIII, Section 280-39 and the Building Inspector's June 29, 2017, Amended June 30, 2017, Notice of Disapproval based on an application for a permit to convert a single-family dwelling into a professional office with residential apartments above, and to convert an open porch into conditioned space; at: 1) less than the code required minimum front yard setback of 50 feet; at: 870 Love Lane, Mattituck,NY. SCTM#1000-140-2-17. RELIEF REQUESTED: The applicant requests a variance to convert a single-family residence to a professional office space with an apartment above and to convert a covered front porch to office space with an existing 29.5 feet setback where the code requires a 50 foot minimum setback. Although,there will be no expansion to the footprint, the conversion of the building requires setback relief pursuant to the Town Code. N I Page 2, October 19, 2017 #7097; Racanelli SCTM No. 1000-1ZP0-2-17 ADDITIONAL INFORMATION: Donald G. Feiler, AIA represented the applicant during the public hearing and outlined the proposed changes to the residential structure and site in order to convert it from a residence to professional office space with an apartment above. He also added that there is an application pending for Site Plan Review. Heard simultaneously to this application,but will be responded to separately, is ZBA file#7096SE for the conversion of the residence to professional office space with apartment above. The applicant/owner also spoke at the public hearing and expressed his interest to preserve the existing structure through an adaptive reuse and to also establish a single apartment upstairs. He added that he demolished the existing garage as it was badly neglected and will in the future make repairs to the barn on site. Two immediate neighbors spoke about increased commercial traffic on Love Lane; one of which was in favor of this application. The other resident made no comment for or against the application. No other member of the public or immediate neighbors or tenant's spoke for or-against this application. A memorandum from Town of Southold Planning Board, dated September 28, 2017, is included in this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Love Lane is well traveled `through' street connecting Main Road (Route 25) with North Road (CR48 aka Middle Road) and offers a variety of uses along with lot sizes and setbacks as a result of mixed zoning with many improvements predating Zoning. Furthermore, Love Lane is bisected by the Long Island Railroad, Ronkokoma-Greenport line, with Hamlet Business (HB) Zoning District predominantly to the south of the tracks and Residential Office (RO) Zoning District to the north extending over and along County Route 48. Uses local to this area include retail shops, a bank, multiple restaurants,two markets, a train station, community parking along with professional office space interspersed with single and multi-family residences the vast majority of which do not have setbacks sufficient to meet today's Code. The subject property was built prior to zoning. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing structure was built prior to zoning and has maintained a setback of approximately 29.5 feet from Love Lane. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 40%relief from the code. However, the structure was built prior to zoning and has been continually used without interruption or complaint. Neighboring properties share similar setbacks. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Favorably, the applicant doesn't intend to expand the subject building any further than its current footprint. Page 3, October 19, 2017 #7097, Racanelli SCTM No. 1000-140-2-17 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a professional office space with apartment above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Paul Barylski Land Surveying and last revised April 14, 2017 2015 and the architectural drawings prepared by Donald G. Feiler, AIA, and last revised July 5, 2017 SUBJECT TO THE FOLLOWING CONDITIONS: Site plan approval from the Southold Town Planning Board must be obtained. Failure to do so will void the relief and approvals granted herein. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing X /,�O /2017 BQARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson \rjf SO!/TyQlo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora sJtLOffice Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® ^�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ISO Southold,NY 11971 http://southoldtownny.gov DZONING BOARD OF APPEALS D TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED OCT 2 7 2017 -_ Qthd �. 3a PIA' FINDINGS,DELIBERATIONS AND DETERMINATION OCT 2 3 2011 ---- --------- - MEE-TING-OF OCTOBER 19,2017--.--- : - TOWN OF SOUTHOLD ' utfzold Town Clerk ZBA FILE No:: 7096SE NAME OF APPLICANT: Steven and Janine Racanelli PROPERTY LOCATION: 870 Love Lane,Mattituck NY 11952 SCTM#1000-140-2-17 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 30,312.5 square feet irregularly shaped parcel in the RO Zoning District e measuring 160.00 feet along Love Lane to a mitered corner at Middle Road (County Route 48, aka North Road) measuring 35.77 feet to frontage on Middle Road measuring 160.00 feet to an eastern lost line of 125.00 feet shared with a commercial neighbor then running 60.00 feet west and 60.00 feet south and finally 12.00 feet west shared with a mixed-use residential neighbor. The property is improved with a 2-story frame residence including covered front and rear porches, side stoop and frame barn. A frame garage, appearing on the survey, has since been removed by the applicant as represented on the survey prepared by Paul Barylski,Land Surveying and last revised April 14,2017. BASIS OF APPLICATION: Request for a Special Exception per Town Code, pursuant to Article VIII, Section 280-38 13(3), the applicant is requesting permission to convert an existing two story single family dwelling into a professional office with second floor apartments, located at: 870 Love Lane, Mattituck,NY. SCTM41000-140-2-17. RELIEF REQUESTED: The applicant proposes to convert a two-story, single-family residence into professional office space with a one bedroom apartment above. Page 2, October 19,2017 #7096 Special Exeption,Racanelli SCTM No. 1000-140-2-17 ADDITIONAL INFORMATION: Donald G. Feiler, AIA, represented the applicant during the public hearing and outlined the proposed changes to the residential structure and site in order to convert it from a residence to professional office space with an apartment above. He also added that there is an application pending with the Town Planning Board for Site Plan Review. Heard simultaneously to this application, but to be responded to separately is ZBA file#7097 regarding a request for a variance for a less than code required front yard setback. The applicant/owner also spoke at the public hearing and expressed his interest to preserve the existing structure through an adaptive reuse and to also establish a single apartment upstairs. He added that he demolished the existing garage as it was badly neglected and will in the future make repairs to the barn on site. Two immediate neighbors spoke about increased commercial traffic on Love Lane; one of which _ .__----------- - -- was-in favor_-oLthisnpplication.-_...The_.other_resident_made no comment for or --against the -- ----- --- -- ----- - application. No other member of the public or immediate neighbors or merchants spoke for or against this application. A memorandum from Town of Southold Planning Board,dated September 28,2017, is included in this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: According to the provisions of Residential Office(RO)Zoning District,the proposed Special Exception meets the following conditions for apartments permitted over business and professional offices as regulated by § 280-45C(4)(a)through(f), inclusive: (a� The Building Department issuing an accessory apartment permit. (b) The habitable floor area of each apartment shall be at least 350 square feet. (c) There shall be no more than three apartments created or maintained in any single structure. (d)Each apartment shall have at least one off-street parking space. Le.)Construction and/or remodeling of an existing structure to create an accessory apartment shall not trigger the need for site plan approval set forth specifically in § 280-127 and Article XXIV in general unless such construction or remodeling results in an increase of the foundation size of the structure. (f)The apartment(s)shall not comprise more than 40% of the principal building. The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. Properties developed on Love Lane and in the general area represent a variety of uses ranging from retail and banking to markets and restaurants. There are several other structures which are converted residences to professional office space with an apartment above. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. The conversion of the residence to Page 3,October 19,2017 #7096 Special Exeption,Racanelli SCTM No. 1000-140-2-17 professional office space with an apartment above will not impede neighbor uses, several of which benefit from the same zoning and use. C. That the safety,the health, the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. Love Lane consists of mixed zoning with several buildings offering retail/professional office space below residences or apartments. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The reuse and conversion of the residence into professional office space along with the second-floor apartment is in keeping with the Comprehensive Plan which ------ --- -------.-.-identified-the need--for-housing-in the Love-Lane/Mattituck Hamlet center.__._._______. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The existing structure was built prior to zoning and the applicant proposes no changes to the structure with the exception of adding a handicap accessible ramp to the north side of the structure and enclosing an existing front porch. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Planamento,seconded by Member Dantes, and duly carried to GRANT, a Special Exception, as applied for, and shown on the Survey prepared by Paul Barylski Land Surveying and last revised April 14, 2017 and the Architectural Drawings prepared by Donald G. Feiler,AIA and last revised July 5, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy.Therefore, as a condition of approval,the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. Pursuant to Section 280-141(C)"a special exception approval shall be valid for a period of six months but may be extended for one additional six-month period by the Zoning Board of Appeals within the requirement of new public notice of hearing. A continuing or permanent land use authorized by a special exception approval,which use is undertaken or begun during the period of validity of such approval, shall thereafter be deemed a lawful use... 3 The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4, October 19,2017 #1096 Special Exeption,Racanelli SCTM No. 1000-140-2-17 NOTE: Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing I0/d0 /2017 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date Z 2019 Customer Name Electrician Name �od� 61 Address 670 vve LA Phone e-mail e-mail mfo Q AIC,r I-GVlk r Phone License# Size _A Phase f Overhead- Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a remises inspection of the service equipment. This verification is valid r 90 days he a above Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roqerrk&southoldtownnv.aov - seandP southoldtownrimov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date:.. 1 7--Z�2-v2-0 Company Name: crog' Name: 1. J--)en�cx- I' I License No.: q57 ) -rye- email: Address: 2-75 yv1,:aix) Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: -Y Cross Street: Phone No.: Bldg.Permit#: Lf3G3(o email: Tax Map District: 1000 Section- Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?- NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: 35,,:--, A #Meters aZ Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 1 - t 0�:'- VA--w5F1-- -2t,,h-r Ln PAYMENT DUE WITH APPLICATION 00 11 Request for Inspection Formals D 0 rZI,Z Verity, Mike From: Scott Fritscher <fin1andia18@gmai1.com> Sent: Friday, October 02, 2020 8:45 AM To: Verity, Mike Subject: [SPAM] - Permit extension Mike Due to Covid we are running a few weeks behind to completion of job. It is my understanding that the Town is granting six month extensions. Can you please extend permit #BP43636(picture attached). Sincerely Scott Fritscher 631-276-5275 D 2 2020 r,DEPT- i DONALD G. FEILER ARCHITECT 11725 MAIN ROAD BOX 1692 MATTITUCK NY 11952 631-2985453 FAX 298-1380 April 10, 2019 Mr. Michael Verity Town of Southold Building Department 54375 Main Road, Southold, New York Re: PROPOSED OFFICE & APARTMENT FOR MR. STEPHEN RACANELLI 870 Love Lane, Mattituck, New York SCTM# 1000-140-2-17 Mr. Verity: In regard to the above mentioned project, please note the following items to be included with the submitted Building Permit Application plans: 1. Smoke and carbon monoxide detectors will be installed as per NYS Building Codes. 2. Fire Extinguishers will be installed as per NYS Building Codes. 3. First Floor structural design capacity will meet all NYS Building Code requirements for professional office live and dead loads. Donald G. Feiler i DONALD G. FEILER ARCHITECT s' 11725 MAIN ROAD BOX 1692 MATTITUCK NY 11952 631-296-5453 FAX 296-1360 March 28, 2019 Mr. Michael Verity Town of Southold Building Department 54375 Main Road, Southold, New York Re: PROPOSED OFFICE & APARTMENT FOR MR. STEPHEN RACANELLI 870 Love Lane, Mattituck, New York -SCTM# 1000-140-2-17 Mr. Verity: In reference to the above mentioned project, please note the fire resistance ratings for the separation between the proposed office and apartment occupancies will be as follows: One Hour Wall U305 One Hour Floor-Ceiling FC506, RC2601 Donald G. Feiler I qlF X158 yd�� 7111 APR e 1 2019 _ r✓�/ , it ,� 'I. � 1/i f df J s �T r x \ ' t T '4'9' tia '� :.. n, +�!k• yw'v. {-uI/,'%f•,1 � p, r. _4. ^ .�,�? .>. �'.''� .s,:Mr•� �� S5.y�.•�. •�, � •4.' A�; .,I,•,,,w h < rt,�j �i�y4 �. � �"•w�"ir Y �'.:+ , 1 ; _,p��l raw \ .. ,� ,� ¢it,0.'.. .',, i K>t � �� .`'`, r'.�"'�" � ^H k•M�`'7'�' ..t"yr.� •dr v. 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Q1.� :,� alY•' moi. `z:c,d.• ::ir �. +4�.'•S� � r}.:�-,k� .+� .e.'l�,�, *�- �ysfFolt,�c SOUTHOLD TOWN FIRE MARSHAL F2 Fisher V& �� 631-765-1802 x5028 1 NOTES &•„COMMENTS robert.fisher`@town.southold.ny.us Business/Job: a�-�E: (-�--I Address: 7c) Lbv� S/B/L: J�c) 7 Date: CU-1 ?A . F ireN otes-18-2-w-s eal.d ocx JULIANNA, LLC 870 LOVE LANE MATTITUCK, NEW YORK 11952 FIRE ALARM BATTERY CALCULATIONS FIRE ALARM SYSTEM CUT SHEETS INTELLI-TEC SECURITY SERVICES, LLC Racanelli Building-870 Love Lane,Mattituck,NY 11952 Job Name: Installing Company: Intelli-Tec Security Services,I.I.C. XR350/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current _ I `�"' ,�7„-plarm Current,,'`,%� •` �„� 4 , Qty mA Total mA It*Qty mA a s-Total mA XR150/150FC/550 Series Control Panel 1 X 174 = 174 1 X 217 = 217 _ Relay Out(Tuts l-2(ON) 30 - 0, r 0 X-- '',,,,30 = ”FO Switching Grounds 3-6(ON) 0 X 5 = 0 0 X 5 = 0 -- Active Zones 1-8=- ",X of 6",, 1=1 1.6 -l' 'X "2 Active Zones 9-10" 0 X 4 = 0 0 X 30 = 0 77 -2-Wire Smokes,,,- M.)," ;v"�°°`' - .�3„a 1, t""Xe _'0'1.. 0.1 - _ -. _ 1` ,X" s- :01 - 'O.1 Panel Bell Output(1500 mA max) 0 0 Aux'powerilevices,on Terminals7 and,11(OtheSthan keypads and L)(-Bus,modules),,- ;0 X? '.0. 0 .-s_X" _ 0"` s 2W-BLX,2Wi-BLX Smoke Detectors 0 X 15 = 0 0 X 35 = 0 263L^TE Cellular,Communicator' " ',„" 0, FXV .y,20" "; ,A, _ ^AY' _ "X="';` 20' ,0'� 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 277 Buzzer;Module= - - '.. „'.,_ ``a N 0" X -5 x -= 0 0'"° ,X. 5` = F O,` 630F Remote Fire Command Center" 1 X 63 - 63 1 X 92 = 92 708 Bus Extender _- =0' X 10, - 0•' - '0> X"" -'10 N`` _ 0 710 Bus Splitter/Repeater"Module 0 X 32 = 0 0 X 32 = 0 711 Zone,Expansion Module, _0"p X, _;11, _ " - A" 0 ,X 11 0" Active Zone(EOL Installed)n 0 - X L6 - 0 0 X 2 = 0 7115 Zone'Expansion Module _ "� - r`" �- ,0 '-42,,' - a,0' _ 0 4X` t47 - _ '0•a 712-8 Zone Expansion Module 0 X 17 = 0 Y O f X 17 = 0 Actwe^Zones(EOL Installed)•' `0 X' 16;- 714 Zone Expansion Module 0 X 7 = 0 0 X 7 = 0 Active Zones(EOL Installed). - - - 0 - X- .16 - `0' "0'�'�,' .X, -2' 0 714-8,714-16 Zone Expansion Module 0 X 20 = 0 0 X 20 = 0 - -'Active Zones(EOL,Installed) _- - ,'• - 0`-;` `'X-'-'` s16,. _ - - 0--._ - "'" 0 X "=42„” - _ 0. - 715 Zone Expansion Module 0 X 7 = 0 0 X 7 = 0 ,Active ZOneS,(EOL Installed)_t` _ s0 _ Xrz 4 - "0' -- -0^ `X�" 3Q''? _ _ 0 2-Wire Smokes 0 X 01 - 0 0 X O1 = 0 715-8,715-16 Zone Expansion Modules - - - -0' X" 20"',• _ 0, - 'o X "20 _ "0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 2-WireSmokes _ _ _ _ 0, Xz 01;'' - '�0 0,,." "X- 01" _ ="0 _ 716 Output Expansion Module 0 p X 13 = 0 0 X 13 = 0 ,Active Form C,Relays. _ '0„ X-'_ _ `- ,0 'Y 0,;,,- 'X "12 717 Graphic Annunciator Module 0 X :`10 = 0 0 X 10 = 0 Annunciator Outputs - *' _ _a0, X _ _ 0•• - 0,° ^X- 'A „D 734 Wiegand Interface Module 0 X 40� = 0 0 X 60 0 Active Zones,(EOtlnstalled) 10 .X ;1.6,` = 0 _ - - 0 �X ;2t= _ '` - ;0 Annunciator(ON) 0 X - 0 0 X 20 = 0 "ProximdyReadep, "" - - - °03 '�X; - 200 _ 0��' _ �0 •X 200- _ 'a0 ` 736P POPIT Interface Module 0 X 25 - 0 0 X 25 = 0 RedionicsFapex,Octopopit;Poprts - ¢_ -' _ _ �,' °0� X - " - '0" - - ,0.� X "' - _ 0,�-- 736V V-Plex Module 0- X 45 - 0 0 X 45 = 0 Active Zones x _ ;Oa �X�, "g..,. " - - Otis - 0<,^, ,X 738A Ademco Wireless Interface Module 0 X 75 - 0 0 X 75 = 0 7,38T-Wireless Translator" 0 'X 50 = 0"' _ -O; Mt"."X' 150 _ `0j 738Zplus Z-Wave Interface Module 0 X 40 = 0 0 X 40 = 0 763 WrF Module, "- :k `'�.„,.." .A" "X':"= �31 - .0 `'' - .,0.fl. "X,' 31r�" _ '0'""` 860 Relay Output Module,one relay active a 0 X 34 = 0 0 X 34 = 0 AlLfour.relaysactive X. ,138` _' � '"0`- _ „a 0'^ X`Cl- `138 865 Style Y or Z Notification Module 1 X 26 - 26 1 X 85 = 85 866^StyleW Notification,Module" 'Oi Fi.",,.X" '45 - 3,0; _ "0,- X" "`176 867 LX-Bus Style W Notification Module 0 X 30 = 0 0 X 86 = 0 869 Dual-Style D Initiating Module -- 0X" 25';'° - '"0 _ 0 .. X 75` - - °'0=•,` - 893A Dual Phone Line Module X 12 - 0 05O - 0 1100X=Wireless Receivers ai` - " y. _ =pr0 "X'= = 25` __ "'10 '0 X`_ 35 1100XH Wireless High Power Receiver 0 X 75 " = 0 0 X 102 = 0 XR150 XR550 i Page 1 of 2 a i - 1 7,060/7160,Thinline/706OA-,�qualite Keypad„” 0- X 72 0' "'O«. X 7063/7163 Thinline/7063A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 707,0/-717OThinline/7070AAqualit&,Key Paid— ":0.'" X 72, 87 0'. , Active Zones(EOL Installed) 0 X 16 0 0 X 2 = 0 7073fl173,Thinline/7073A Aqualite Keypad, '85 "0" 'o" 0' X" 10011" 0 0"� Active Zones(EOL Installed) 0 X 16 0 0 X 2 = 0 -- 7872 Graphic TouchscreenlKeypacl<% 145 -0 0-- X --215 Active Zones(EOL Installed) 0 X 16 0 0 X 2 0 — IX ""1 01 X 243, Q," 7873 Graphic Touchsc en Keypad "0 J43 0", Active Zones(EOL Installed) 0 X L6 0 0 X 2 = 0 'Motorized Bell,Pott6rMBA-1012(Aux.P6wered,Devicei) ��O "j— 'X '120� 120 ZI-":L "X- '�-k- - 2 Wire Horn/Strobe System Sensor P2RL(Aux Powered Devices) I X 0 = 0 1 X 158 = 158 'Aux'RoWdred Devices, 0'."V"'X. 0, Aux Powered Devices 0 a X 0 0 X = 0 '0", X X AU'x,Powered Devices". 0 Aux Powered Devices 0 X 0— U X = 0 fAux'Powerecl Devices,.,! -t,, '0% 0 X 0 Z' Aux Powered Devices 0 X 0 X = 0 -'AuY Powered Devices X -0 X, Based on 10%active zones in alarm =Tq—IWI A L.,- WAI Required Minimum Alarm Time in minutes 5 Minutes X Total Alarm mA 6741 = Total Required Alarm Current 56 175 mAh Total Standby mA 2647 mA �f—Stan I--_- N�—mb—dr antbyhours ine6&Ld -`24 h:j Total number of standby mA hours 6353 mAh ��-' ';-ID-7-7 rent(rc�:incl d_ 56,mAh Total number of mA hours 6409 mAh ^C nti�er Total number of mAh 7691 mAh :::I-, 7-77777E;�hjw --777--- 71- 7�c Battery�nrl liours req4ked Ah 7 For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233) This spreadsheet,,kUl,t,r has not been by UL DMP is not responsible for errors,omissions,or inaccuracies. 02020 20423 XRIIOXR550 Page 2 of 2 n Y DMP.COM @DMPALARMS �S+en i�h't, r s.� R "R150F /X"R550F( F 7; ` AF X,. 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F•^s � lig •F'1 _ �- !_�p :�`�p %`i;;f,",�-}`'y'�=� �v'y,'" -ni..„;s=�`";�,r<.�"..t;, •3Y,�t-w�-f,�-z�=',€fV '-�g� - - ', 't•r,',('�ah•�-3�„_�,Yf'+.•-a- r W°mf �;1: _ a'.a,',_ Y.- r pts r= ';n.`•i _ � ,,� '-'«" -�s' " ,-�r `+ ^�•'. .:rs7 v. �,-tea;� °#... � '}` „va. `�,`�,,�y_ °'L"11jY` F;. x_• �� -,"'I[: �..'a� f "+Y' ,• s ,,�_�•, _ a .,x^ j.� fs .� _.. -Lq - c- �"�'� i�slt-3f�[i�°°�",..., .+. ;'-+''�=��'`i`i;t�,",y��-¢{-�'�. -•,i�' ' =.tri s; � FEATURES X 4cT a „i�. euf f�'t_'ca-"5 ,.ui ,.4�'_. �.._.._.tims—,-_.__.-...__.-_. ._.....�__.._�...._.-_--•-_-�.»........_-......,..... �_...._..._-.«..�,..«e,,..__,_._..e.._ �..°....m....<.._..-_-,--....�e.-�..- _-..-..»...... ___�_._...-...._a....__.�.T Up to 562 two-wire smoke ► Eight communication paths ► Built-in 32-character LED detector or fire initiating between the panel and annunciator on panel door zones on XR550FC central station ► Output groups deliver .�` `' ° ' '- ° ► Up to 142 two-wire smoke Built-in remote or maximum functionality detector or fire initiating on-site firmware with easy programming zones on XR150FC upgrade capability Onboard Network •, ,- '' ° ' ' ° `° ► Up to.5 Amps 12 VDC ► 12,000 event buffer ► Onboard 10/100 't ° ' ' ' ��•r' smoke and auxiliary output autosensing Ethernet or with OVC protection French,Spanish and English Wi-Fi connection w ` menus available 11 ° ' ° ' ' ' x " ► Up to]Amps 12 VDC ► Customizable check-in time supervised bell output Multiple onboard status LEDs and retry time 1'1, 1 1 1 1 , ° Y` ► Up to 506 fully ' Up to 100 output schedules ► Suitable for multi-site e 1 1 1 1 e programmable Form C relays to control relays and panel applications outputs " Serial 3 Digital Dialer or CID 32 individual reporting reporting to multiple receivers ' areas with common areas DMP.COM ®. V @ 0,@DMPALARMS MP XR150FC AND XR550FC FIRE PANELS NETWORK OR CELLULAR COMMUNICATION ZONE EXPANSION The XR15ODFC and XR55ODFC provide Built-in 10/100 auto-sensing Ethernet The XR150FC and XR550FC provide up to basic fire monitoring for any single connection enhances both standard and 574 zones,programmable for a variety of site application.The XR150DNFC and encrypted line security options.Both fire applications.The system provides Class XR55ODNFC panels provide all the same UDP and TCP are supported The network B 12 VDC powered zones,two on board basic fire monitoring as the XR15ODFC option can be used as the primary or and four on the 715 Module,plus eight and XR550DFC,enhanced by the onboard backup path to the digital dialer or cellular panel burglary zones Up to 64 zones are Ethernet connection that allows the use of option available on 16 keypad addresses,and up Network Monitoring'"' Both panels come The XR150FC and XR550FC Series panels to 100 zones are available on each built-in fully assembled from the factory with the may be used with the 263 Series Cellular LX-BusTM using expansion modules. following components: Communicators as the primary path(no FIRE VERIFY Control Panel backup required)for commercial fire installations. This is used primarily for smoke detector The XR150FC and XR550FC Series circuits to verify the existence of an actual addressable fire panels provide The check-in and fail time settings are fire condition When a Fire Verify zone complete system control for local NAC programmed for five minutes As the initiates an alarm,the panel performs a operation.Additionally,DACT,NET or Cell backup path,the 263 communicator Sensor Reset If any Fire Verify zone initiates communication to the monitoring center provides the security of a communication an alarm within 120 seconds after the reset, are provided.The microprocessor-based link that continues to function,even when an alarm is indicated.If an alarm is initiated panel also provides input for Class A zone landlines are cut or compromised.The after another 120 seconds,the cycle is expansion,conventional and addressable communicators can be used as a stand- repeated. smoke detectors,pull stations and alone communicator without the need heat detectors for a backup.This interface works over a NOTIFICATION CIRCUIT EXPANSION Keypad Annunciator variety of carriers in the USA and Canada. Easily add NAC outputs to the XR150FC/ The Fire Command Center mounted in the XR550FC system.Up to three Class B door offers a 32-character full text LCD EIGHT COMMUNICATION PATHS modules can be mounted within the FACP. readout that displays system events and Configure up to eight communication Model 865 or 866 Class B NAC Modules menu prompts,making it efficient and paths between the panel and central may be combined with a power supply to easy to use station Each path has its own panel provide additional 4 Amp NAC outputs communication programming parameters Use an 867 on the SLC Loop to further Transformer and Enclosure and can be identified as either primary expand NAC circuits. The 16 VAC,56 VA wire-in transformer is or backup.This enables installers to factory installed and features a built-in PTC configure a reliable communication link, FIRE DRILL AND ONE-MAN WALK TEST for power circuit protection. offering greater confidence that the Users can test fire notification bells using panel will always be connected to the the Fire Drill feature A special code is also FLEXIBLE COMMUNICATION central station. available for installers to test the system The XR150/XR550 Series of commercial The One-Man Walk test allows a single fire panels has transitioned from dialer- COMMUNICATION FUNCTION DIAGNOSTICS technician to check the panel response to focused communications to a true The enhanced diagnostic menu enables fire,burglary,panic and supervisory zones. network and cellular communications technicians to check network and cellular approach by providing stronger,multi- communication status,cell signal strength BUILT-IN PROGRAMMER AND DIAGNOSTICS layered panel communications that and email status from the keypad No programming device is required, ensure a constant link between the panel enabling installers and service technicians and central station 12,000 EVENT MEMORY to fully program the system and run Allows the user to view the last 10,000 diagnostics from any DMP LCD keypad The unique DMP 3 format supports door accesses or 2,000 system events that Check the electrical state of zones,find 16 or 32-character users,zone and area occurred over the past 45 days individual zone numbers,check the LX-Bus names to decrease the central station response time and limit dependence onFIRE ZONE PROGRAMMING for missing,overlapping and/or extra zones and much more,all from any DMP LCD automation literal tables for message Program zones for fire,fire verify, keypad conversion fire retard,presignal,cross zoning,or REMOTE ANNUNCIATOR fire supervisory.This flexibility allows FLASH UPDATABLE the ability to match individual zone The XR150FC and XR550FC panels accept Install up to eight Remote characteristics to the needs of any area in software updates using Remote Link- Annunciators to meeetet the requirements of the fire installation software.This makes it easy to perform the virtually any installation flash update remotely any time new panel feature updates release. _._L � �._ �_ .-.....- _ .,---_-'_" - _ _n. _.-,. .. ... .. ..... ..�_ e. ..---_»-•--_..�-..e.-_.�.n..-a-.--.<.. -.ten ..,.-...-.�. 4 FIRE,PANELS OUTPUTS REMOTE LINK Commercial Smoke Detectors:The The XR150FC and XR550FC allow the The Remote Link programming software 1164 includes synchronized sounders use of two SPDT relay outputs and four takes advantage of the easy-to-use and a tamper switch.The 1164NS is open collector outputs,which may be simplicity of Microsoft°Windows' The for applications with existing sounder/ activated by zone or system events, XR150FC and XR550FC panels include notification devices. by schedule,through the User Menu an interface connection for installers to 1183 Wireless Heat Detector:The 1183 or when a card is presented Output use to connect a laptop computer. Series is a reliable,ceiling-mount heat Groups allow multiple outputs to sensor available in two versions.The activate with a single event and/or can COMMERCIAL WIRELESS FIRE DEVICES 1183-135F responds if the temperature be assigned to a particular user profile. The list of DMP wireless devices that exceeds 135'.The 1183-135R adds a have earned the UL Commercial Fire rate-of-rise feature that responds if OUTPUT SCHEDULES Listing include- the temperature increases by 15°F per Achieve maximum system flexibility 1103 Universal Transmitter:Two-input minute or more with 100 programmable schedules that transmitter typically used in commercial simplify planning and operations Control 1184 Carbon Monoxide Detector: burglary door or window applications. The 1184 Carbon Monoxide Detector any contact-activated device with schedules that automatically regulate 110OR Wireless Repeater:Extends the is the ideal choice for difficult-to- relays and switched-ground outputs. communication range of DMP receivers, wire locations,applications where enabling physically larger,more reliable room aesthetics are critical or where STATUS LIST wireless security systems hazardous materials are present To provide maximum system flexibility, 1100X Wireless Receiver:The The sensor provides an early alert of fire zones may be programmed to 1100X Receiver supports up to 500 potentially harmful levels of carbon display at a specific keypad.In this transmitters and satisfies all wireless monoxide to residential or commercial manner,all fire zones can be monitored applications. installations In addition,it also transmits in one location,and other zones can trouble,tamper and low-battery be programmed to display and be 110OXH High Power Wireless Receiver: messages to the panel. monitored at different keypad locations. Provides additional transmit and receive amplification for improved performance at greater distance or in harsh building environments 1183-13SR 1103-W 1164-W Wireless Rate of Rise Universal Transmitter Commercial Listed Smoke Detector Heat Detector with SYchromzed Sobnder Mini-Horn MotorBell 'iiR <r 1103-W 850S Strobe Horn Strobe ">T-' ---. Universal Transmitter Manual Fire Alarm ` Pull Station 1184-W f - ----------------------------- Wireless Carbon n; Monoxide Detector i:.:� � Sync Module Sync Module 1100R-W 110OXH-W i 865 866 867 630F ' Remote Annunicator FT Power Supply XR550DNFC 711 715-8 or 715-16 Zone Expansion Module Zone Expansion Module ' - f FIRE PANELS , COMPATIBILITY Keypads 306 Tamper Harness != System Specifications 630F LCD Remote Fire Command 307-S Screw-On Tamper Switch Primary Power(included): Expansion Modules 3012 Clip-On Tamper Switch 16 VAC 56 VA transformer i 710 BusSplltter/Repeater 335 Intrusion Siren i Secondary Power: . 370 Lightning Suppressor 711 Single Zone Expansion l2•VDC Battery 714 4-zone Class Expansion 374 Surge Voltage Suppressor 714-8 8-zone Class-B Expansion 381-2 18"Coax Extension '• Models:365,366,368 or 369 714-16 16-zone Class-B Expansion 431 Output Harness Output Rating: 715 4-zone 2-wire Smoke Expansion 861 Power Distribution Module Bell Up to.7 Amps at 12 VDC 715-8 8-zone 2-wire Smoke Expansion Monitoring Center Receivers i Smoke and Auxiliary ' ."Up to.5 Amps at 12 VDC 715-16 16-zone 2-wire Smoke Expansion SCS-1R Network Enabled Receiver j 716 Output Expansion,4 Form C compatible with central For installations,totAell,smoke,and ` relays,4 Open Collector Outputs station receivers that accept auvliarycannot erceed l.2 Amps using a 56 717 Graphic Annunciator:20 Open Standard CID,DD or DMP Serial 3 r VA transformer. Collector Outputs messaging i Current Draw: Cellular Communicators SCS-VR Virtual Receiver 180 mA i 263HCAN HSPA+Cellular Communicator Software only solution that runs i Canada on a serverfor network IP and Enclosure: 263LTE-V LTE Communicatorfor Verizon cellular communications Material Cold-rolledsteel(Red) 263LTE-A LTE AT&Tew DMP Wireless Ordering Information I Auxiliary Modules 110OX Receiver i XR150DFC-R XR150 Fire Control Panel ' i 860 Relay Output Module 1100XH High-Power Receiver X_R15ODNFC-R XR150 Fre Control Panel with i 865 Style W/X Notification Circuit 110OR Repeater Network " Module 1103 Universal Transmitter,External XR55ODFC-R XR550rFlre Control Panel 866 Style W Notification Circuit Contact XR55ODNFC-R XR550 Fire Control Panel with- Module 1164 Wireless Smoke Detector with I Network 867 LX-Bus Notification Circuit Module Synchronized Sounder Certifications 869 Style D Class A Initiating Circuit 1164NS-W Wireless Smoke Detector with Callfornia'State Fire Marshal(CSFM) Module No Sounder New York FDNY 893A Dual Phone Line Module 1168 Wireless Smoke/CO/Low Temp Refer to the XR150FC/XR550FC Compliance Power Supplies Detector i Guide(LT 1330)and specific compliance 505-12/LX 5 Amps @ 12 VDC 1183-135F Heat Detector listings for installation and programming, 505-12L 5 Amps @ 12 VDC 1183135R Heat Detector ; requirements necessary to meet a particular I 50512A 5 Amps @ 12 VDC 1184 Carbon Monoxide Detector i I approval. i Pull Stations Computer Software 850 Series Pull Stations Remote Link"Programming Software i FCC Part 68 j Dealer Admin" i FCC Part 15 i Smoke/Heat Detectors i Underwriters Laboratories(UL)Listed R 2W-BLX Conventional Smoke ( i ANSI/UL864� Fire ProtediveSignahng, I 2WT-BLX Conventional Smoke/Heat I Accessories For additional information, j 270 Network Transient Suppressor ;, go to DMP.com/Compliance. 277 Commercial Fire Buzzer Module 300 Four-wire Harness 303 Silence/Reset Push Button 305 Plug-in Output Relay 800-641-4282 I DMP.com 2500 N.Partnership Blvd,Springfield,MO 65803 'Designed,engmeered&manufactured In Sprldgfleld,MO using u.S:&global components ! ©2019 Digital Monitoring Products,Inc.I LT-1317119323 • i SYSTEM SENSOR ICA Photoelectric � Smoke Detectors System Sensor P'series smoke detectors represent significant advancement in conventional detection. The i3 family is founded on three principles:installation TM ease,intelligence,and instant inspection Features Installation ease.The 13 line redefines installation ease with its •Plug-in detector line,mounting base included plug-in design This allows an installer to pre-wire bases(included with heads) The large wire entry port and in-line terminals provide Large wire entry port ample room for neatly routing the wiring inside the base.The base •In-line terminals with SEMS screws accommodates a variety of back box mounting methods as well as Mounts to octagonal and single-gang back boxes,4-square back direct mounting with drywall anchors To complete the installation,13 boxes,or direct to ceding heads plug into the base with a simple Stop-Drop'N Lock"action Stop-Drop'N Lock attachment to base Intelligence.i3 detectors offer a number of intelligent features Removable detector cover and chamber to simplify testing and maintenance Drift compensation and Built-in remote maintenance signaling smoothing algorithms are standard with the 13 line to minimize nuisance alarms 2-wire 13 detectors can generate a remote LED- indicated maintenance and smoothing algorithms indicated maintenance signal when connected to the 2W-MOD2 •Simplified sensitivity measurement loop test/maintenance module or a panel equipped with the 13 •Wide-angle,dual-color LED indication protocol.The SENS-RDR,a wireless device,displays the sensitivityof 13 detectors in terms of percent-per-foot obscuration. •Loop testing via EZ Walk feature Built-in test switch Instant inspection.The 13 series provides wide-angle red and green LED indicators for instant inspection of the detector's condition.normal standby,out-of-sensitivity,alarm,or freeze trouble. When connected to the 2W-MOD2 loop test/maintenance module or a panel with the i3 protocol,the EZ Walk loop test feature is available on 2-wire 13 detectors This feature verifies the initiating loop wiring by providing LED status indication at each detector Agency Listings U 4 ° < F"" > 0 MEA MSFM (ETA LISTED APPROVED approved approved °` ,us 5911 3011446 7272-1653152 290-01-E 2093 3180932 (3)Smoke Detector Specifications Archiiiectural/Engineerin4 Specifications Smoke detector shall be a System Sensor 13 Series model number listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems The detector shall be a photoelectric type(Model 2W-B,4W-B)or a combination photoelectric/thermal(Model 2WT-B,4WT-B)with thermal sensor rated at 135°F (57 2°C)The detector shall include a mounting base for mounting to 3'/2-inch and 4-inch octagonal,single-gang,and 4-inch square back boxes with a plaster ring,or direct mount to the ceiling using drywall anchors Wiring connections shall be made by means of SEMS screws The detector shall allow pre-wiring of the base and the head shall be a plug-in type The detector shall have a nominal sensitivity of 2 5 percent-per-foot nominal as measured in the UL smoke box The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms The detector shall provide dual- color LED indication that blinks to indicate power up,normal standby,out of sensitivity,alarm,and freeze trouble(Model 2WT-B,4WT-B)conditions When used in conjunction with the 2W-MOD2 module,2-wire models shall include a maintenance signal to indicate the need for maintenance at the alarm control panel and shall provide a loop testing capability to venfy the circuit without testing each detector individually Electrical.Specifications Operating Voltage Nominal 12/24V non-polarized Minimum 85V Maximum 35V Maximum Ripple Voltage 30%peak to peak of applied voltage Standby Current 2-wire 50 NA maximum average,4-wire 50 NA maximum average Maximum Alarm Current 2-wire 130 mA limited by control panel,4-wire 20 mA @12 V,23 mA @ 24V Peak Standby Current 2-were 100 NA,4-wire n/a Alarm Contact Ratings 2-wire n/a,4-wire 0 5 A@ 30 V AC/DC Physical!Specifications Dimensions(including base) 5 3 inches(127 mm)diameter,2 0 inches(51 mm)height Weight 6 3 oz(178 g) Operating Temperature Range 2W-B and 4W-B 32°F to 120°F(0°C to 49°C),2WT-B and 4WT-B 327 to 100°F(0°C to 37 8°C) Operating Humidity Range 0 to 95%RH non-condensing Thermal Sensor 135°F(57 2°C)fixed Freeze Trouble 2WT-B and 4WT-B only 41°F(5°C) Sensitivity 2 50/o/ft nominal Input Terminals 14 to 22 AWG Mounting 3'/2-inch octagonal back box 4-inch octagonal back box Single-gang back box 4-inch square back box with a plaster ring Direct mount to ceiling LED: LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal(standby) Blink every 5 seconds off Out of sensitivity off Blinkevery 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information Model: Thermat Wiring Alarm Current 2W-B No 2-wire 130 mA max limited by control panel 2WT-B Yes 2-wire 130 mA max limited by control panel 4W-B No 4-wire 20 mA @ 12V,23 mA @ 24V 4WT-B Yes 4-wire 20 mA @ 12 V,23 mA @ 24V Accessories 2W-MOD2 2-wire loop test/maintenance module RT Removal/replacement tool SENS-RDR Sensitivity reader A77-AB2 Retrofit adapter bracket,6 6 inch(16 76 cm)diameter. ��,'E� Q20095ystem5ensor w,` ® 3825 Ohio Avenue St Charles,IL 60174 Product specficaoons sub ecttochangewnhoutnouceVsitrystemsensorcomfor 5ENSO ® Phone 800-SENSOR2•Fax 630-377-6495 urrentproduamormabo03ndudm-6/09te version of this data sheet A06-0318-007.6/09•82169 4 i SYSTEM SENSOR T I i Indoor Selectable - Output Horns Strobes, and Horn Strobes for . Wall Applications - - :. E�.:w '` 'tf�. 'f},'' 1 I System Sensor L-Series audible visible notification products are rich with features guaranteed to cut . « installation times and maximize profits with lower current draw and modern aesthetics. Features • Updated Modern Aesthetics The System Sensor L-Serles offers the most versatile and • Small profile devices for Horns and Horn Strobes easy-to-use line of horns,strobes,and horn strobes in the industry • Plug-in design with minimal intrusion into the back box with lower current draws and modern aesthetics With white and red plastic housings,standard and compact devices,and plain,FIRE, • Tamper-resistant construction and FUEGO-printed devices,System Sensor L-Serres can • Automatic selection of 12-or 24-volt operation at 15 and 30 meet virtually any application requirement. candela • Feld-selectable candela settings on wall units: The L-Series line of wall-mount horns,strobes,and horn strobes 15,30,75,95,110,135,and 185 include a variety of features that increase their application versatility • Horn rated at 88+dBA at 16 volts while simplifying installation.All devices feature plug-in designs • Rotary switch for horn tone and two volume selections with minimal intrusion into the back box,making installations fast and foolproof while virtually eliminating costly and time-consuming • Mounting plate for all standard and all compact wall units ground faults. • Mounting plate shorting spring checks wiring continuity before device installation To further simplify installation and protect devices from construction • Electrically compatible with legacy SpectrAlert and SpectrAlert damage,the L-Series utilizes a universal mounting plate for all Advance devices models with an onboard shorting spring,so installers can test wiring • Compatible with MDL3 sync module continuity before the device is installed. • Strobes and Horn Strobes listed for wall mounting only Installers can also easily adapt devices to a suit a wide range • Horns listed for wall or ceiling use of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGNALING U` F M LIED APPRDVED S5512FM approved except 7125.15530504 54011 IorALERTmodels 7135-16530503 3057383,3057072 AVDS865-05.2122/2018•Page 1 r .� L-Series Specifications I&OCRI - a General LSenes standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 17/e-inch back box,4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box.L-Series compact products shall mount to a single-gang 2 x 4 x 17/8-inch back box A universal mounting plate shall be used for mounting ceiling and wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,LSeries products,when used with the Sync•Circuif"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circult Module, 12-volt-rated notification appliance circuit outputs shall operate between 8 5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts Indoor L-Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply. Strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95,110,135,and 185 Strobe The strobe shall be a System Sensor L-Series Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn Strobe Combination The horn strobe shall be a System Sensor L-Serres Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply Synchronization Module The module shall be a System Sensor Sync*Clrcuit model MDL3 listed to UL 464 and shall be approved for fire protective service The module shall synchronize Strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control The module shall not operate on a coded power supply. Z 1. MOV I L , 'h�=W""R'',-y."_ S.S'x Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR1 Operating Voltage Range2 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDU Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4 7"W x 1.91-D(143 mm L x 119 mm W x 49 mm D) Compact Wall-Mount Dimensions(including lens) 5 26"L x 3.46"W x 1.91"D(133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6"L x 4.7"W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Horn Dimensions 5 25"L x 3.45"W x 1.25"D(133 mm L x 88 mm W x 32 mm D) 1 Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs 2.Strobe products will operate at 12 V nominal only for 15 cd and 30 cd AVOS865-05.2/2212018•Page 2 it UL Current Draw Data �iPanest 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 88 43 60 Temporal High 39 44 54 Range 30 143 63 83 Temporal Low 28 32 54 75 N/A 107 136 Non-Temporal High 43 47 54 95 N/A 121 155 Non-Temporal Low 29 32 54 110 N/A 148 179 3.1 KHz Temporal High 39 41 54 135 N/A 172 209 3.1 KHz Temporal Low 29 32 54 185 N/A 222 257 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 ,,{{yy��?��,y,}�_.��, 3.1 KHz Coded High 42 43 54 'l:..L191'1 i°V.Y1AD.--{i1.4® e e a• i s o o - , _� 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non-Temporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3.1 K Temporal High 93 156 53 73 119 140 164 190 242 3.1 K Temporal Low 91 154 45 66 112 133 160 185 235 3.1 K Non-Temporal High 99 162 69 90 135 157 175 208 261 3 1 K Non-Temporal Low 93 156 52 72 119 138 162 192 242 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non-Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1 K Temporal High 81 105 155 177 196 234 284 3.1 K Temporal Low 68 90 145 166 186 222 276 3.1 K Non-Temporal High 104 131 177 204 230 264 326 3.1 K Non-Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 9e Coded High 85 90 90 10e 3.1 KHz Coded High 84 89 89 e Settings 9 and 10 are not available on 2-wire horn strobes Temporal coding must be provided by the NAC If the NAC voltage is held constant,the horn output remains constantly on. AVD5865-05.212212018•Page 3 L-Series Dimensions 191' 3.46° 3,46° 48 5 mm 88 mm 125' 3 57° 1.55° 88 mm 125° 32 mm (9,1 cm) (3 9 cm) 32 mm ".0 ; 1 5 5 27" .I li .!i6 5 27" 088�0�0�080 (1333.9mm 8881339 mm 814LLAO 1110111LL0.i 1111 A0548-00 A0547-00 A0557-00 Compact Strobe,Horn Strobe Compact Horn Compact Wall Surface Mount Back Box SBBGRL,SBBGWL 4.70" (11.94 cm) 191" 47- 482 (4,85 cm) 119 mm I 322 m mm (12.24 cm) (4185, 169 cm) 1.25" (3.18 mm) 4 lP oL ® o Ic 5.67" ' /' 5 67° �1g1o�8p0 0 ;14 68 cm) 144cm m U 41000 - ( ) 144 meoolililili 1114/IIIb 111114114 1!1!1!1!1!1 0 ® O A0550-00 A0549-00 A0554-01 Strobe,Horn Strobe Horn Wall Surface Mount Back Box SBBRL/SBBWL L-Series Ordering Information e a- -0- o Wall Horn Strobes Horns* P2RL 2-Wire,Horn Strobe,Red HRL* Horn,Red P2WL 2-Wire,Horn Strobe,White HWL* Horn,White P2GRL 2-Wire,Compact Horn Strobe,Red HGRL* Compact Horn,Red P2GWL 2-Wire,Comp 2 fits act Horn Strobe,White HGWL* Compact Horn,White P2RL-P 2-Wire,Horn'Strobe,Red,Plain Accessories P2WL-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red P2RL-SP 2-Wire,Horn Strobe,Red,FUEGO TR-2W Universal Wall Trim Ring White P2WL-SP 2-Wire,Horn Strobe,White,FUEGO SBBRL Wall Surface Mount Back Box,Red P4RL 4-Wire,Horn Strobe,Red SBBWL Wall Surface Mount Back Box,White P4WL 4-Wire,Horn Strobe,White SBBGRL Compact Wall Surface Mount Back Box,Red Wall Strobes SBBGWL Compact Wall Surface Mount Back Box,White SRL Strobe,Red SWL Strobe,White SGRL Compact Strobe,Red SGWL Compact Strobe,White SRL-P Strobe,Red,Plain SWL-P Strobe,White,Plain SRL-SP Strobe,Red,FUEGO SWL-CLR-ALERT Strobe,White,ALERT Notes: All-P models have a plain housing(no"FIRE"marking on cover) All-SP models have"FUEGO"marking on cover. All-ALERT models have"ALERT"marking on cover. *Horn-only models are listed for wall or ceiling use 3825 Ohio Avenue•St.Charles,IL 60174 02018 System Sensor 1 Phone 800-SENSOR2 Fax 630-377-6495 Product specifications subject to change without notice Visit systemsensorcom 4 zH �fn(DRe y Por current product information,VDS65-05Including J2 latest version of this data sheet (�� wwws stemsensor.com AVDS865-05.2/22/2018 / (E) POTTER BELLS ® AC&MBA-DC The Symbol of Protection PBA Features • Listed for indoor and outdoor use =t • Outdoor use requires BBK-1 or HC-BB weatherproof back box • Indoor use mounts directly to standard 4"box • Low current draw, • High dB output �m • AC and DC models • DC models are motor driven,polarized,and have built in transient protection for supervised alarm circuits • Available in 6",8"and 10"sizes * U` U C FM APPROVED *ULC on MBA-DC Only Description Technical Specifications These vibrating type bells are designed for use as fire or general Dimensions 6"(150mm),8"(200mm)and 10"(250mm) signaling devices.They have low power consumption and high decibel Cover.Steel Finish:Red Powder Coat ratings.The unit mounts on a standard 4"(101mm)square electrical Base:non-corrosive composite material box for indoor use or on a model BBK-1 or HC-BB weatherproof Enclosure All parts have corrosion resistant finishes backbox for outdoor applications.Weatherproof backbox model BBK- Model BBK-1 or HC-BB weatherproof backbox(optional) 1 or HC-BB,Stock No. 1500001. 24VAC Voltages Available 120VAC 12VDC(10.2 to 15 6)Polarized Notes I 24VDC(20 4 to 31 2)Polarized 1. Minimum dB ratings are calculated from integrated sound pressure Indoor or outdoor use(See Note 1) measurements made at Underwriters Laboratories as specified in Environmental Limitations 400 to 150°F(400 to 66°C) UL Standard 464. UL temperature range is-30°to 150°F(-340 to (Outdoor use requires weatherproof backbox.) 66°C) AC Bells-4 No.18 AWG stranded wires 2. Typical dB ratings are calculated from measurements made with a Termination DC Bells-Terminal strip conventional sound level meter and are indicative of output levels Service Use NFPA 13,72,local AHJ in an actual installation. 3. ULC only applies to MBA DC bells. *Specifications subject to change without notice. Size inches Voltage Model Stock Current Typical dB at Minimum dB at A WA I l N I N G (mm) Number Number (Max.) 10 ft(3m)(2) 10 R(3m)(1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 Installation must be performed by qualified personnel and in accordance with all 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 national and local codes and ordinances • Shock hazard Disconnect power source before servicing.Serious injury or death 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 could result. 6(150) 24VDC MBA-6-24 1750100', .06A 87 77 Risk of explosion Not for use in hazardous locations Serious injury or death 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 could result. 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 A WARN I N G 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 1 94 78 In outdoor or wet installations,bell must be mounted with weatherproof backbox, 6(150) 120VAC PBA1206 1806120* .05A 92 83 BBK-1 or HC-BB. Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an 8(200) 120VAC PBA1208 1808120* .05A 99 84 electrical hazard. 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have IILC listing. Potter Electric Signal Company, LLC St. Louis, MO Phone: 800-325-3936 www.pottersignal.com 5400776-REV Z 11/17 PAGE 1 OF 2 OF� POTTER BELLS The Symbol of Protection PBS AC&MBA-DC Installation The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. 1. Remove the gong. 2. Connect wiring(see Fig.3). 3. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). 4. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 5. Test all bells for proper operation and observe that they can be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). Weatherproof Backbox Dimensions ®WARNING Inches (mm) Failure to Install striker down will prevent bell from ringing MODEL 1313K-1 OR HC-BB Fig 2 Bell Dimension Inches (mm) _ Fig 1 5 3/4" O _ 3 3/8" 5" (I46 mm) (86 mm) (127 mm) l0" — (25D mm) (200 mm) 6" (150 mm) % �(41 mm) 41/4'' ITT 0 2 11/16'm) (68 m owaa na-I 0 0 0 0 Wiring Rear View Fig 3 D.C. BELLS (OBSERVE POLARITY) A.C, BELLS REO (IN) RED (OUT) WHITE (IN) WHITE (OUT) 0 O FROM CONTROL PANEL TO NEXT BELL FROM CONTROL PANEL OR OR END-OF-UNE OR PRECEDING BELL RESISTOR PRECEDING BELL BLACK (IN) 0 BLACK (OUT) BLACK (IN) 0CBLACK CAUTION CAUTIO WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN, WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPERATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL. 3. BLACK WIRES NEGATIVE (-). 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS . 4. EOL RESISTOR IS SUPPLIED BY FIRE ALARM CONTROL PANEL. Potter Electric Signal Company, LLC St. Louis, MO Phone: 800-325-3936 www.pottersignal.com 5400776-REV Z • 11/17 PAGE 2 OF 2 RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING, AND CONSUMER AFFAIRS COMMISSIONER ROSALIE DRAGO P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853-4600 Today Date: 11/10/2020 Application: RE-36152 Application Type: Restricted Electrical License Receipt No. 415, - r Payment Method Ref. mb t Paid Payment Date Cashier ID Comments Y Y Check 293 $200.00 11/10/2020 CHRIST11 Renewal Contact Info: INTELLITEC SECURITY SERVICES LLC JEFFREY W HAUSNER 150 EILEEN WAY SYOSSET, NY 11791 Work Description: i, Suffolk County Dept.of Labor,Licensing&Consumer Affairs r ' a ` RESTRICTED ELECTRICAL LICENSE Name j� JEFFREY W HAUSNER Business Na:-a This certifies that the bearer is duly licensed INTELLITEC SECURITY SERVICES LLC by the County of suffolk License Number:RE-36152 Rosalie Drago Issued: 11/24/2004 Commissioner Expires: 11/01/2022 + UNIQUE ID0600t)NUMBER - - �-±± 1 O:F F I C E USE ONLY- FOR - ,A State Of Nei .Yc?r�G;'-== IG' id`YtYfZ "Yl ,.-Q --�: � }i i1p.'' �, YN. ✓M1 'Ix ��r ' _ -_ _ �• 1,' ..til Y .�j p DTVI_SI®M', Y:,, CC SIN 4 SERVICES- EFFECTIVE_=DATE_ I�. ;�-ElR, iliti++1T TO PRIDVISI,DNS,, 13F`;ARTI�CL ;, �a�g..��s:,7Y"C;=��,'I:`f� 1ERAL aUS I ESS` �i ,'- 5S' I;' � La4 >r ''tT 'F " s''.'I3 8's' kti!� -+ 'I;,120 �F INSTAL9..1?i G sr=Ov3-t-im °3oR--'zkAi', T IN—NG" .a 4 -Tv"""" ; . �` _, ( ,,,c :}� - _ � - _ 1'_ +'1;1 io -'17?7,. .., ji; ��5T.' tV�.k,i ,.'4 ,;'qY• j11 i,-'�, . OR '0a0s'-ALA (- ,{`,v ;t,'"tC, ` i:'',f` , ;:+i.it -t,ia,;' -yy� `' i�r'i° EJ�4? A IO D/ ;I"'' �S , MOiir 'DAY' cYR: INT LI -TE , SECURITY?,:BERVVIC_E : _ _ I ,z13L- 22,2 ^ - �':� - ISOSILEEA' UNIT 2 �.k` �a�'€3SSET, `NY 11791 _ - � - • DI�• �f�'raypB'�C+EgIf#, Dp➢.yg°v' LICENSED TON5 , tpCRsIg�f.€_g_y�'S"' _�,•:1Bt �IEyST�,,'t"`,4; _';•`_/�'t._ >�:�;'s_„�'-', w;_�`v�;N,� _`r('�i,_- ;.- '� SiWe�i ,pS t�}�.�d ��+P.,r;A'JD�lg51Fy��i�.+T•p.,�[+eSl �� t-7699.[�S if,�S6V��5? �'i��i.e'tr,R4'.i„�'8`"-' :'i'",+ �G�; }'v"•j+ "+;' � " ;,,,ti' �I�"" �� FIRE '� tSYS� Y ,ii'ia7''' - - -_ r „_r .tom 5; °"__, ..,a a J'til _ `"'' ;:�'r_i{"^' `_'i,"It:�.N;i1Y ^o'�Y '^~• -In Vrtness'Vher-f,'. s D "� - a i - - _ ; ,•`,_ s'y$•. __;, ,.+,'; s{ _ eo Th epartment of 5afo has puled ; r" - ',�' 'I�•-`+S iy tp. ' 1,�4;� ',k;; =its oHscial seat to Ua hereunto,,affixe8 „ �[> GU LIFIER: HAUS R -JEFFREY' ', ,;`- `POMIAN� °�t£�5RD0_ -- SECRET S TE DOS-1098(Rev 3/01) ` + ,+N 's 6J". .•.t` CJ.+C4' IYX ^N+:+� "x^Y•J �n W::.S` r 870 LOVE LANE - CELLAR Fire Sprinkler Reports for Racanelli' 870 Love Lane Mattituck, New York w Op tea; Prepared By John Condon Condon Engineering, P C. 1755 Sigsbee Road Mattituck,New York 631-298-1986 September 14,2018 Fire-Fire Sprinkler,Hydraulics CalculatiorrFrogram == Elite Software Development;lnc�j Condon Engineering 870 Love Lane_Cella;' 'Mattituck,.NY 11952 = r 'Pagpi I General Project Data Report General Data Project Title: 870 Love Lane-Cellar Project File Name: 870 Love Lane Sprinkler-Cellar..fiw Designed By: John Condon Date: September 14, 2018 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name- Racanelli Phone: Address: 870 Love Lane City, State Zip Code: Mattituck, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: 870 Love Lane Building Owner: Contact at Building: Phone at Building: Address Of Building: 870 Love Lane City, State Zip Code: Mattituck, New York 11952 Project..Data.,. Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1262 ftz Maximum Area Per Sprinkler: 225 ftz Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: F1 FR56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information. SCWA Test Hydrant ID: 810031005 Date Of Test: 4-5-18 Hydrant Elevation: 0 ft Static Pressure: 55.00 psi Test Flow Rate: 2481.00 gpm Test Residual Pressure: 53.00 psi Calculated System Flow Rate: 437.27 gpm Calculated Inflow Residual Pressure: 39.19 psi Available Residual Pressure At 54.92 psi System Flow: Calculation Project Data ., Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft, Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 17 Number Of Active Pipes: 16 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0 C:\ . \870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM Fire=.F„„ire Sprinkler Hydraulics Calculation Program Elite Software'Development,Inc: "Cloridon'Engin'ee�ing•' 870 Ln,vP tane"Cellar 1Vlattitu6R,NY. 11952, !• - Page' ,3� Fire Sprinkler Input Data Node 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 (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 1678 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 19.29 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 17.79 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 16.17 000 0.00 ---- 0.000 0.0 ---- 0.0 000 5 Sprinkler A 5.60 16.75 0.00 000 ---- 0.000 0.0 ---- 0.0 000 6 Sprinkler A 5.60 19.26 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 Sprinkler A 5.60 17.76 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler A 5.60 16.14 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 44 No Discharge ---- N/A 25.39 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 46 No Discharge ---- N/A 25.43 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 47 No Discharge ---- N/A 25.58 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 48 No Discharge ---- N/A 27.44 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 27.69 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 25.24 2.00 000 ---- 0.000 0.0 ---- 0.0 0.00 54 No Discharge ---- N/A 35.25 2.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 56 No Discharge ---- N/A 38.09 -4.00 0.00 ---- 0 000 0.0 ---- 0.0 000 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM YFire'-Fire Sprinkler Hydraulics Calculation Program- i t 4 Elite Software'Development;Ir C. Condon Engineering'= ' ' _ � 870°Love Lane, CellaF 'Mattituck;NY' 11952. Fire Sprinkler Input Data Node Input Data (cont'd) 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 (ft) Fittings (ft) KFactor(K) 60 No Discharge ---- N/A 39.19 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM �-Fire=F,ire Sprinkler Hydraulics Calculation'Program Elite Software Development;Inc; ;,Condon;Engineering :. t `� 070 Love Lanea,'Cellar, Mattitu'ck, NY_ 11952 iC .Pa'e,5 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 1.000 0 15.00 000 15.00 120 2 46 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 46 SCHED 40 STEEL BLK 1.000 0 T 9.00 3.50 12.50 120 3 4 SCHED 40 STEEL BLK 1.000 0 1000 0.00 10.00 120 5 6 SCHED 40 STEEL BLK 1.000 0 1500 0.00 15.00 120 6 44 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 7 44 SCHED 40 STEEL BLK 1.000 0 T 9.00 3.50 1250 120 8 7 SCHED 40 STEEL BLK 1.000 0 10.00 0.00 10.00 120 44 46 SCHED 40 STEEL BLK 4.000 0 12.50 0.00 12.50 120 46 47 SCHED 40 STEEL BLK 4.000 0 E 5.50 7.10 12.60 120 47 48 SCHED 40 STEEL BLK 4.000 0 E 4.00 7.10 11 10 120 48 50 SCHED 40 STEEL BLK 4.000 0 2E 7.00 14.20 21.20 120 50 52 SCHED 40 STEEL BLK 4.000 0 E 6.00 7.10 13.10 120 52 54 Backflo Prev 10.000 Loss 54 56 SCHED 40 STEEL BLK 4.000 0 2E 6.00 14.20 20.20 120 56 60 SCHED 40 STEEL BLK 4 000 0 ET 73.00 21.30 94.30 120 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM Fire-Fire-Sprinkler•Hydraulics Calculation Program Elite Software-Development,Inc',j :Condon`Engineering 870 Love Lane,-, Mattituck, NY 11952 b Page 6 Fire Sprinkler Output Data Overall Node Groupings 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) 1 2 0 0.00 22.94 0.00 0.00 16.78 2 1 0 0.00 24.60 0.00 0.00 19.29 0.00011 2 46 0 0.00 3 46 0 0.00 23.62 0.00 000 17.79 0.00009 3 4 0 0.00 4 3 0 0.00 22.52 000 0.00 16.17 0.00005 5 6 0 0.00 22.92 0.00 0.00 16.75 0.00005 6 5 0 0.00 24.58 0.00 0.00 19.26 0.00011 6 44 0 0.00 7 44 0 0.00 23.60 0.00 000 17.76 0.00004 7 8 0 0.00 8 7 0 0.00 22.50 0.00 0.00 16.14 0.00009 44 6 0 0.00 000 0.00 0.00 25.39 44 7 0 0.00 44 46 0 0.00 46 2 0 000 000 0.00 0.00 25.43 46 3 0 0.00 46 44 0 0.00 46 47 0 0.00 47 46 0 0.00 0.00 0.00 0.00 25.58 47 48 0 0.00 48 47 0 0.00 0.00 0.00 0.00 27.44 48 50 0 0.00 50 48 0 0.00 0.00 0.00 0.00 27.69 50 52 0 0.00 52 50 0 000 0.00 0.00 0.00 25.24 52 54 0 000 54 52 0 0.00 0.00 0.00 0.00 35.25 54 56 0 0.00 56 54 0 0.00 0.00 0.00 0.00 38.09 56 60 0 0.00 60 56 0 0.00 000 000 0.00 39.19 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM 'Fire-F,ire.Sprinkler Hydraulics Calculation Program Elite Software:Development;Inc: aCondon,Engineenng,:a,.., 41 - 870.LoveL'an4 ,CellarjIMattituck, NY.11952 Pa e,7 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 560 0.00 22.94 16.78 1.00 0.00 0.16777 15.00 2.517 2 5.60 0.00 24.60 19.29 1.049 22.94 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 852 0 15.00 2.517 3 5.60 0.00 23.62 17.79 100 0.00 0.16213 10.00 1.621 4 5.60 0.00 22.52 16.17 1.049 2252 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.36 0 10.00 1.621 5 5.60 0.00 22.92 16.75 1.00 000 0.16751 15.00 2.513 6 5.60 0.00 24.58 19.26 1.049 2292 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.51 0 15.00 2.513 8 5.60 0.00 22.50 16.14 1.00 000 0.16188 10.00 1.619 7 5.60 0.00 23.60 17.76 1.049 22.50 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.35 0 10.00 1.619 6 560 0.00 24.58 19.26 1.00 0.00 0.64500 6.00 6.128 44 0.00 0.00 0.00 25.39 1.049 47.50 T 3.50 0.000 SCHED 40 STEEL BLK 120 17.63 0 9.50 6.128 7 5.60 0.00 23.60 17.76 1.00 0.00 0.61034 9.00 7.629 44 0.00 0.00 0.00 25.39 1049 4610 T 3.50 0.000 SCHED 40 STEEL BLK 120 17.11 0 12.50 7.629 2 5.60 0.00 24.60 19.29 1.00 0.00 0.64597 6.00 6.137 46 0.00 0.00 0.00 25.43 1.049 47.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 17.65 0 9.50 6.137 3 5.60 000 23.62 17.79 1.00 0.00 0.61126 9.00 7.641 46 0.00 0.00 0.00 25.43 1.049 46.14 T 3.50 0.000 SCHED 40 STEEL BLK 120 17.13 0 12.50 7.641 44 0.00 0.00 0.00 25.39 4.00 000 0.00324 12.50 0.040 46 0.00 0.00 0.00 25.43 4.026 93.60 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.36 0 12.50 0.040 46 0.00 0.00 0.00 25.43 4.00 0.00 0.01168 5.50 0.147 47 0.00 0.00 0.00 2558 4.026 187.27 E 7.10 0.000 SCHED 40 STEEL BLK 120 4.72 0 12.60 0.147 47 0.00 0.00 0.00 25.58 4.00 0.00 0.01168 4.00 0.130 48 0.00 -4.00 0.00 27.44 4.026 18727 E 7.10 1.732 SCHED 40 STEEL BLK 120 4.72 0 11.10 1.862 48 0.00 -4.00 0.00 27.44 4.00 0.00 0.01168 7.00 0.248 50 000 -4.00 0.00 27.69 4.026 187.27 2E 14.20 0.000 SCHED 40 STEEL BLK 120 4.72 0 21.20 0.248 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM 'Fire=Fite Sprinkler Hydraulics Calculation Program" " - . Elite'Soflware Development,ln6.,,i Condon'Engineering' 870 Love°L'ane`-`Cellar: 'Mattituck NY'`11952` Pa"er8"I Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 50 0.00 -4.00 0.00 27.69 4.00 0.00 0.01168 6.00 0.153 52 0.00 2.00 0.00 25.24 4.026 187.27 E 7.10 -2.598 SCHED 40 STEEL BLK 120 4.72 0 13.10 -2.445 52 Backflo 2.00 25.24 187.33 Prev 54 10.00 psi 2.00 35.25 54 0.00 2.00 0.00 35.25 4.00 0.00 0.01168 6.00 0.236 56 0.00 -4.00 0.00 38.09 4.026 187.27 2E 14.20 2.598 SCHED 40 STEEL BLK 120 4.72 0 20.20 2.834 56 0.00 -4.00 0.00 38.09 4.00 0.00 0.01168 73.00 1.101 60 0.00 -4.00 0.00 39.19 4.026 187.27 ET 21.30 0.000 SCHED 40 STEEL BLK 120 4.72 0 9430 1.101 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM Fire'?�Fire Sprinkler Hydraulics-Calculation Program Elite Software Development;In "o Condon;Engineenng / 870 Love Larie,,;,Cellar,.� ,Mattituck, NY 11952- t.f•• - 'Page 9 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 1 A 5.60 0.00 16.78 225.00 0.102 2294 2 A 5.60 0.00 19.29 225.00 0.109 24.60 3 A 5.60 0.00 17.79 225.00 0.105 2362 4 A 5.60 0.00 16.17 225.00 0.100 22.52 5 A 5.60 0.00 16.75 225.00 0.102 22.92 6 A 5.60 0.00 19.26 225.00 0.109 24.58 7 A 5.60 0.00 17.76 225.00 0.105 23.60 8 A 5.60 0.00 16.14 225.00 0.100 22.50 Sub Totals For Group A 1800.00 0.104 187.28 Totals For All Groups 1800.00 0.104 187.28 C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM Fire-F,i?e',Sprinkler Hydraulics Calculation Program Elife,Software'Developrrient,In`c Condon_Engineering r - _ - , , 870 Loyelane,-'Gellac. �Ma�tituck, NY' 0952',,,' Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 8 HMD Actual Residual Pressure: 16.14 psi HMD Actual GPM: 22.50 gpm Sprinkler Summary , Sprinkler System Type: Wet Specified Area Of Application: 1262.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.148 gpm/ft2 Application Average Area Per Sprinkler: 157.75 ft2 Sprinkler Flow: 187.28 gpm Average Sprinkler Flow: 23.41 gpm Flow VelocityAnd Imbalance Summary Maximum Flow Velocity( In Pipe 0-0 ) 0.00 ft/sec Maximum Velocity Pressure( In Pipe 0 -0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0058 psi Actual Average Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Flow Imbalance: 0.0001, gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections. 16 Number Of Flowing Sprinklers: 8 Pipe System Water Volume: 78.98 gal Sprinkler Flow: 187.28 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 187.28 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 39.19 psi Node: Demand Flow At System Inflow Node: 437.27 gpm C:\...\870 Love Lane Sprinkler-Cellar.fiw Friday, January 25, 2019, 9:47 AM Fire--,Fire Spr'inkler,Hydraulics-Calculation Program ' " . ;'y, _- JElite.Softw_ are'Development;Inc:;f 11 Con`tlon Engineering s - 870 Love Lane,'.Cellai`,j 870 LOVE LANE - 1ST FLOOR Fire Sprinkler Reports for Racanelli 870 Love Lane . Mattituck, New York A tIAM` L Prepared By: John Condon DE Condon Engineering, P.C. DD 1755 Sigsbee Road JAN 2 5 2019 Mattituck, New York 631-298-1986 September 14,2018 771 TOWN OF SOUT YLD Tire-Fire Sprinkler Hydraulics Calculation Program }� Elite Software'Development;Inchs 'Condon Engineering' - L 870 Love Lane=1st Floor-' Mattituck, NY 11952_ Pa e 2 General Project Data Report General Data Project Title: 870 Love Lane- 1st Floor Project File Name: 870 Love Lane Sprinkler-1st Floor..fiw Designed By: John Condon Date: September 14, 2018 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Racanelli Phone: Address 870 Love Lane City, State Zip Code: Mattituck, New York Company Name: Condon Engineering, P.0 Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: 870 Love Lane Building Owner: Contact at Building: Phone at Building: Address Of Building: 870 Love Lane City, State Zip Code. Mattituck, New York 11952 Project.Data- Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1262 ftz Maximum Area Per Sprinkler: 225 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: F1 FR56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 810031005 Date Of Test: 4-5-18 Hydrant Elevation: 0 ft Static Pressure: 55 00 psi Test Flow Rate. 2481.00 gpm Test Residual Pressure: 53.00 psi Calculated System Flow Rate: 528.39 gpm Calculated Inflow Residual Pressure: 44.06 psi Available Residual Pressure At System Flow: 54.89 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft, Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 36 Number Of Active Pipes: 35 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 12 Number Of Inactive Sprinklers: 0 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM 'Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering- -- _ Y .F,. 870 L"ove,Lane-'1stiF1' [Maft�fuck,'KY 11952 f. Page'3 Fire Sprinkler Input Data Node 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 Branch Len. Branch Stnd Stnd Fittings Branch Sprk (in) (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 16.14 8.00 000 ---- 0 000 0.0 ---- 0.0 000 2 Sprinkler A 5.60 16.71 8.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 3 Sprinkler A 560 16.95 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 16.57 8.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 1781 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 560 16.64 800 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 Sprinkler A 5.60 17.09 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler A 5.60 17.50 8.00 0.00 ---- 0.000 0 0 ---- 0 0 000 10 No Discharge ---- N/A 19.80 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 1980 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 Sprinkler A 560 17.59 8.00 000 ---- 0 000 0.0 ---- 0.0 0.00 13 Sprinkler A 5.60 1773 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 Sprinkler A 5.60 17.64 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 Sprinkler A 5.60 17.64 800 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge ---- N/A 18.13 8.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 20 No Discharge ---- N/A 18.31 800 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM Fire-Fire Sprinkler Hydraulics Calculation P.rograrfi,'` Elite Software Development;Iric; Condon Engineering " 1 l' 870'Love Lane-1st'Floof Mattituck, NY,11952 C ,' P.a a 4`, Fire Sprinkler Input Data Node Input Data.(cont'd) " 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 Branch Len Branch Stnd Stnd Fittings Branch Sprk (�n) (ft) Fittings (ft) KFactor(K) 22 No Discharge ---- N/A 18.61 8.00 000 ---- 0.000 0.0 ---- 0 0 0.00 24 No Discharge ---- N/A 18.63 8.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 26 No Discharge ---- N/A 19.13 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 28 No Discharge ---- N/A 19.42 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 29 No Discharge ---- N/A 23.85 8.00 000 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 1985 8.00 000 ---- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 19.80 8.00 000 ---- 0.000 0.0 ---- 0 0 0.00 32 No Discharge ---- N/A 1951 800 0.00 ---- 0.000 0 0 ---- 0.0 0.00 34 No Discharge ---- N/A 19.49 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 36 No Discharge ---- N/A 19.45 8.00 0.00 ---- 0 000 0.0 ---- 0 0 0.00 40 No Discharge ---- N/A 1939 800 0.00 ---- 0.000 0.0 ---- 0.0 0.00 45 No Discharge ---- N/A 27.85 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 46 No Discharge ---- N/A 28.08 0.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 47 No Discharge ---- N/A 28.39 0.00 0.00 ---- 0.000 0.0 ---- 0.0 000 48 No Discharge ---- N/A 30.39 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 30.91 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 28.63 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM ' � C:\—\87OLoVaLonaSphnWer-1otFloor.fiw Fndoy, January 25, 2018. 10:57AM Hydraulics Czkulation'pr6g Elite SofWare'DeVel6pffibnfA j' " ne�,F st'fF oo- Y - Matt 1952 Fire Sprinkler Input Data 1Pipe Input'Data Beg. End Nominal Type Fitting Nominal Fitting Total CFactor Node Node Pipe Description Diameter Group Data Length Length Length (gpm/inch- (inch) - (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 1.000 0 3.50 0.00 3.50 120 2 18 SCHED 40 STEEL BLK 1.000 0 E 1.00 1.40 240 120 3 20 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 4 20 SCHED 40 STEEL BLK 1.000 0 T 7.00 3.50 10.50 120 5 22 SCHED 40 STEEL BLK 1.000 0 T 1.00 3.50 4.50 120 6 24 SCHED 40 STEEL BLK 1 000 0 T 8.50 3.50 12.00 120 7 26 SCHED 40 STEEL BLK 1.000 0 T 8.50 3.50 12.00 120 9 28 SCHED 40 STEEL BLK 1 000 0 T 7.50 3.50 11.00 120 10 11 SCHED 40 STEEL BLK 1.000 0 4.50 0.00 4.50 120 11 31 SCHED 40 STEEL BLK 1.000 0 T 3.50 3.50 7.00 120 12 32 SCHED 40 STEEL BLK 1.000 0 T 750 350 11.00 120 13 34 SCHED 40 STEEL BLK 1.000 0 T 6.50 3.50 10.00 120 15 40 SCHED 40 STEEL BLK 1.000 0 T 6.50 350 1000 120 16 40 SCHED 40 STEEL BLK 1.000 0 T 650 3.50 10.00 120 18 20 SCHED 40 STEEL BLK 2000 0 8.00 0.00 8.00 120 20 22 SCHED 40 STEEL BLK 2.500 0 900 0.00 900 120 22 24 SCHED 40 STEEL BLK 2.500 0 0.50 0.00 050 120 24 26 SCHED 40 STEEL BLK 2.500 0 700 0.00 7.00 120 26 28 SCHED 40 STEEL BLK 2.500 0 3.00 000 3.00 120 28 30 SCHED 40 STEEL BLK 2.500 0 3.50 0.00 350 120 29 45 SCHED 40 STEEL BLK 4.000 0 T 800 14 20 - 22.20 120 30 29 SCHED 40 STEEL BLK 2.500 0 ET 2.50 12.70 15.20 120 30 31 SCHED 40 STEEL BLK 2.500 0 1 50 0.00 1.50 120 31 32 SCHED 40 STEEL BLK -2.500 0 8.00 0.00 8.00 120 32 34 SCHED 40 STEEL BLK 2.500 0 1.00 0.00 1.00 120 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM C:\... 87OLove Lane Sphnhlep1etFloor.fiw Fridoy, January 25. 201S. 1D:S7AM Fire-Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,4nc;j Condon Engineering, - 1 Mattituck,NY'1195 _ �� . - $7,0 Love Lane-'1st:Flooi�i Pa e, Fire Sprinkler Output Data Overall Node Groupings 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) ( pm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 2 0 -2250 22.50 0.00 0.00 16.14 2 1 0 22.50 22.89 0.00 0.00 16.71 2 18 0 -45.39 3 20 0 -23.06 23.06 0.00 0.00 16.95 0.00000 4 20 0 -22.79 22.79 0.00 0.00 16.57 0.00000 5 22 0 -23.63 23.63 0.00 0.00 17.81 0.00000 6 24 0 -22.84 22.84 0.00 0.00 16.64 000000 7 26 0 -23.15 23.15 0.00 0.00 17.09 0.00000 9 28 0 -23.43 23.43 0.00 0.00 17.50 0.00000 10 11 0 0.00 0.00 0.00 0.00 19.80 0.00132 11 10 0 0.00 0.00 0.00 0.00 19.80 0.00074 11 31 0 0.00 12 32 0 -23.48 23.48 0.00 0.00 17.59 0.00000 13 34 0 -23.58 23.58 0.00 0.00 17.73 0.00000 15 40 0 -23.52 23.52 000 0.00 17.64 0.00000 16 40 0 -23.52 23.52 0.00 0.00 17.64 0.00000 18 2 0 45.39 0.00 0.00 0.00 18.13 0.00000 18 20 0 -45.39 20 3 0 23.06 0.00 0.00 0.00 18.31 0.00000 20 4 0 22.79 20 18 0 45.39 20 22 0 -91.24 22 5 0 23.63 0.00 0.00 0.00 18.61 0.00000 22 20 0 9124 22 24 0 -114.88 24 6 0 22.84 0.00 0.00 0.00 18.63 0.00000 24 22 0 114.88 24 26 0 -137.72 26 7 0 23.15 0.00 0.00 0.00 19.13 0.00000 26 24 0 137.72 26 28 0 -160.86 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM Fire'"=Fire Sprinkler Hk jraulics Caldulation'Program f . 'Elite Software'Development;In'c;-,� ryCoridon Engineering ` - i 870 Love Lane=1 sf Floo - Mattituck, NY, 11952 Pa"e;9 Fire Sprinkler Output Data ,Overall Node,Groupings Output Data (cont'd) 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) ( pm) (gpm) ( pm) Pressure (psi) Node(gpm) 28 9 0 23.43 0.00 0.00 0.00 19.42 0.00000 28 26 0 160.86 28 30 0 -18429 29 45 0 -278.39 0.00 0.00 0.00 23.85 000000 29 30 0 278.39 30 28 0 184.29 0.00 0.00 0.00 19.85 0.00000 30 29 0 -278.39 30 31 0 94.10 31 11 0 0.00 0.00 0.00 0.00 19.80 -0.00205 31 30 0 -94.10 31 32 0 94.10 32 12 0 23.48 0.00 0.00 0.00 19.51 0.00000 32 31 0 -9410 32 34 0 70.62 34 13 0 23.58 0.00 0.00 0.00 1949 0.00000 34 32 0 -70.62 34 36 0 47.04 36 34 0 -47.04 000 0.00 0.00 19.45 0.00000 36 40 0 47.04 40 15 0 23.52 0.00 0.00 0.00 19.39 0.00000 40 16 0 23.52 40 36 0 -47.04 45 29 0 278.39 0.00 0.00 0.00 27.85 0.00000 45 46 0 -27839 46 45 0 278.39 0.00 0.00 0.00 28.08 0.00000 46 47 0 -278.39 47 46 0 278.39 0.00 0.00 0.00 28.39 0.00000 47 48 0 -278.39 48 47 0 278.39 0.00 0.00 0.00 30.39 0.00000 48 50 0 -278.39 50 48 0 278.39 0.00 0.00 0.00 30.91 0.00000 50 52 0 -278.39 52 50 0 278.39 0.00 0.00 000 28.63 0.00000 52 54 0 -278.39 54 52 0 278.39 0.00 0.00 0.00 38.68 0.00000 54 56 0 -278.39 C-\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM [Fire Fire,SprinklerHydraulicsGalculation,Program,'v_ _ Elite Sofliivare'Developrnent,[ric:;; Condon Engineering = 1 z 870 Love'Lane-1st:Floor. Mattituck, NY.'1195271—= , „�a- Pa'e,10 Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) 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) 56 54 0 278.39 0.00 0.00 0.00 41.77 0.00000 56 60 0 -278.39 60 56 0 278.39 0.00 0.00 -278.39 44.06 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM Fire--Fire-Sprinkler Hydraulics Calculation program - i Elite Software Development,lnc.. Condon En ineerin l Mattitucic,NY 11952° 870`Love Lane=fiffloo'r Pa 'e 1�1°gip Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual NoDia. q (gpm) F. L./ft Pipe-Len PF-(psi) End. KFactor Discharge Dia.Elevation m. Q (gpm) (psi/ft) Fit-Len. PE-(psi) e Pressure Inside D (feet) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi) 1 5.60 8.00 22.50 16.14 1.00 2250 0.16188 3.50 0.567 2 5.60 8.00 22.89 16.71 1.049 22.50 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.35 0 3.50 0.567 10 0.00 800 0.00 19.80 1.00 000 0.00000 4.50 0.000 11 0.00 8.00 0.00 19.80 1.049 000 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 0.00 0 4.50 0.000 11 0.00 800 0.00 19.80 1.00 000 0.00000 3.50 0.000 31 0.00 8.00 0.00 19.80 1.049 0.00 T 3.50 0.000 SCHED 40 STEEL BLK 120 0.00 0 7.00 0.000 2 560 8.00 22.89 16.71 1.00 22.89 0.59307 1 00 1.423 18 0.00 8.00 0.00 18.13 1.049 45.39 E 1.40 0.000 SCHED 40 STEEL BLK 120 16.85 0 2.40 1.423 3 560 8.00 23.06 16.95 1.00 23.06 0.16938 4.50 1.355 20 0.00 800 0.00 18.31 1.049 23.06 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.56 0 8.00 1.355 4 560 8.00 22.79 16.57 1 00 22.79 0.16581 7.00 1.741 20 0.00 8.00 0.00 18.31 1049 22.79 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.46 0 10.50 1.741 18 0.00 8.00 0.00 18.13 2.00 0.00 0.02181 8.00 0.174 20 000 8.00 0.00 18.31 2.067 45.39 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.34 0 8.00 0 174 5 5.60 8.00 2363 17.81 1.00 23.63 0.17729 1.00 0.798 22 0.00 8.00 0.00 18.61 1.049 23.63 T 350 0.000 SCHED 40 STEEL BLK 120 8.77 0 4.50 0.798 20 0.00 8.00 000 18.31 250 0.00 0.03340 9.00 0.301 22 0.00 8.00 0.00 18.61 2.469 91.24 ---- 0.00 0.000 SCHED 40 STEEL BLK 120 6.11 0 9.00 0.301 6 5.60 8.00 2284 16.64 1 00 22.84 0.16645 8.50 1.997 24 0.00 8.00 0.00 1863 1.049 22.84 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.48 0 12.00 1.997 22 0.00 8.00 000 18.61 250 000 0.05114 0.50 0 026 24 0.00 800 000 18.63 2.469 114.88 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 7.70 0 0.50 0.026 7 5.60 8.00 23.15 17.09 1.00 23.15 017062 8.50 2.047 26 0.00 8.00 0.00 19.13 1.049 23.15 T 3.50 0 000 SCHED 40 STEEL BLK 120 8.59 0 12.00 2.047 C:\...\870 Love Lane Sprinkler-1 st Floor.fiw Friday, January 25, 2019, 10:57 AM F'ire'-Fire Sprinkler Hydraulics Calculation ProgramElite Software Development,Inc:' Condon Engineering _ t 1, M'attituck,'NY',11952` 870 Love,I ane=1'st,Floor, - - `Pa e:12�, Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len End. KFactor Discharge Pressure Inside Dia. PE-(psi) (feet) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi) 24 0.00 8.00 000 18.63 2.50 0.00 0.07153 700 0.501 26 0.00 8.00 0.00 1913 2.469 137.72 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 9.23 0 7.00 0.501 9 5.60 8.00 23.43 17.50 1.00 23.43 017445 7.50 1.919 28 0.00 8.00 0.00 19.42 1.049 23.43 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.70 0 11.00 1.919 26 0.00 8.00 000 19.13 2.50 000 0.09535 3.00 0.286 28 0.00 8.00 0.00 19.42 2.469 160.86 ----- 000 0.000 SCHED 40 STEEL BLK 120 10.78 0 3.00 0.286 30 0.00 8.00 0.00 19.85 2.50 0.00 0.26304 2.50 3 998 29 0.00 8.00 0.00 23.85 2.469 278.39 ET 12.70 0.000 SCHED 40 STEEL BILK 120 18.66 0 15.20 3.998 28 0.00 8.00 0.00 19.42 2.50 0.00 0.12262 3.50 0.429 30 0.00 8.00 0.00 19.85 2.469 184.29 ----- 000 0.000 SCHED 40 STEEL BLK 120 12.35 0 3.50 0.429 30 0.00 8.00 0.00 19.85 2.50 94.10 0.03536 1.50 0.053 31 0.00 8.00 0.00 19.80 2 469 94.10 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 6.31 0 1.50 0.053 31 0.00 8.00 0.00 19.80 2.50 0.00 0.03536 8.00 0.283 32 0.00 8.00 0.00 19.51 2.469 94.10 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 6.31 0 8.00 0.283 12 5.60 8.00 23.48 17.59 1.00 23.48 0.17523 7.50 1.927 32 0.00 8.00 0.00 19.51 1.049 23.48 T 3.50 0.000 SCHED 40 STEEL BLK 120 872 0 11.00 1.927 32 0.00 8.00 0.00 19.51 2.50 0.00 0.02079 1.00 0 021 34 0.00 8.00 000 19.49 2.469 70.62 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 4.73 0 1.00 0.021 13 5.60 800 23.58 17.73 1.00 23.58 0.17653 6.50 1.765 34 0.00 8.00 0.00 19.49 1.049 23.58 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.75 0 10.00 1.765 34 0.00 8.00 0.00 19.49 250 0.00 0.00980 4.50 0.044 36 0.00 8.00 0.00 1945 2.469 47.04 ----- 0.00 0 000 SCHED 40 STEEL BLK 120 3.15 0 450 0.044 36 0.00 800 0.00 1945 2.50 0.00 0.00980 5.50 0.054 40 0.00 8.00 0.00 19.39 2.469 47.04 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.15 0 5.50 0.054 C:\...\870 Love Lane Sprinkler-1 st Floor.fiw Friday, January 25, 2019, 10:57 AM C:\ \B7ULove Lane otFloorfim Friday, January 26. 3O18. 1[l67AM IF! re Sprinkler,Hydraulics Calculation Program- : ",Elite Softwaee`Development,ln'c:; Contlon Engineering: 870,Love L'aned�1st�Floor,, Mattituck;NY _11952 { ert14`, Fire Sprinkler Output Data Overall Sprinkler- Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Code KFactor(K) Elevation Pressure (ft2) Density Discharge Node No. (feet) (psi) (gpm/ft2) (gpm) 1 A 5.60 8.00 16.14 225.00 0.100 22.50 2 A 5.60 8.00 16.71 225.00 0.102 22.89 3 A 5.60 8.00 1695 225.00 0.102 23.06 4 A 5.60 8.00 16.57 225.00 0.101 22.79 5 A 5.60 8.00 17.81 225.00 0.105 23.63 6 A 5.60 8.00 16.64 225.00 0.102 22.84 7 A 5.60 8.00 17.09 225.00 0.103 23.15 9 A 5.60 8.00 17.50 225.00 0.104 23.43 12 A 5.60 8.00 17.59 225.00 0.104 23.48 13 A 5.60 8.00 17.73 225.00 0.105 23.58 15 A 5.60 8.00 17.64 225.00 0.105 23.52 16 A 560 8.00 17.64 225.00 0.105 23.52 Sub Totals For Group A 2700.00 0.103 278.39 Totals For All Groups 2700.00 0.103 278.39 C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM ire-,',Fire Sprinkler,Hydrauli6s Calculation Program . Elite,Sgf*are Developine'gt,'Inc, `Condon Engineering` 870 Love Lane =;1st,Floor.j Mattituck NY-11952 :• _;, Pa a 153 Fire Sprinkler Output Summary Hydraulically Most,Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 16.14 psi HMD Actual GPM: 22.50 gpm ;Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1262.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.221 gpm/ft2 Application Average Area Per Sprinkler: 105.17 ft2 Sprinkler Flow: 278.39 gpm Average Sprinkler Flow: 23.20 gpm FIowVelocity-And Imbalance,Summary , Maximum Flow Velocity( In Pipe 29-30 ) 18.66 ft/sec Maximum Velocity Pressure ( In Pipe 29-30) 2.34, psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 00000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: -0.0021 gpm Actual Average Nodal Flow Imbalance: 0.0001 gpm Qverall Network.Summary Number Of Unique Pipe Sections: 35 Number Of Flowing Sprinklers: 12 Pipe System Water Volume: 94.97 gal Sprinkler Flow: 278.39 ''gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 278.39 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 44.06 psi Node: Demand Flow At System Inflow Node: 528.39 gpm C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM e ''Fire=Fire'Sprinkler-Hydraulics CalculationVrogram` "'Elite'So_ttware Development,Inc. -Condon Engineenng�. 870 Love Lane-1st,Floor. Mathtuck;NY 11952 = - '" :Y f` + Pa a 16u� Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 .N 70 Q. N 60 L- 5 53 752 CO) 50 N L a 40 30 20 10 0 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 55 psi Test Residual Pressure: 53 psi Test Flow Rate: 2481 gpm Demand Curve Data Calculated Residual Pressure: 44.06 psi Calculated Flow Rate: 528.39 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 10.83 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.20 psi C:\...\870 Love Lane Sprinkler-1st Floor.fiw Friday, January 25, 2019, 10:57 AM 870 LOVE LAME - 2ND FLOOR Fire Sprinkler Reports for acarellii L W 870A66i-lane. Mattifuck,,NewJYork;: V r , Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck, New York ® u �.•`" D 631-298-1986 March 16,2019 MAR 18 2019 ` gf TOWN OFSO f-,"'D� .Fire-Fire Sprinkler,Hydraulics Galculation.Program - z Eli_te:SofLvvare Development,Inc.: + `; 870Love.Lane-2nd�Floor ,Condon'Engineering - „ Piae 2! 'Mattituck,'NY 11052' - General Project Data Report era Project Title: 870 Love Lane Sprinkler-2nd Floor 870 Love Lane-2nd Floor Project File Name: Revised..fiw Designed By: John Condon Date: March 16, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Racanelli Phone: Address: 870 Love Lane City, State Zip Code: Mattituck, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: 870 Love Lane Building Owner: Contact at Building: Phone at Building: Address Of Building: 870 Love Lane City, State Zip Code: Mattituck, New York 11952 ;.Project,®ata - • _ - � - - -, - Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1098 ft2 Maximum Area Per Sprinkler: 225 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance. 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5 Size: 1/2 Temperature Rating: 165 F NONE �ater'Su'pply=T&A.Data Source Of Information: SCWA Test Hydrant ID: 810031005 Date Of Test: 4-5-18 Hydrant Elevation: 0 ft Static Pressure: 55.00 psi Test Flow Rate: 2481.00 gpm Test Residual Pressure* 53.00 psi Calculated System Flow Rate: 553.62 gpm Calculated Inflow Residual Pressure: 5246 psi Available Residual Pressure At 54.88 psi System Flow: r _ tm Calculation,Project Data _ 5 ea�� - _ -- - . .._. _ Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 30 ` '' ,I - Number Of Active Pipes: 29 :;,;r Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 13 Number'Of Inactive Sprinklers: 0 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fits-,Fire Sprinkles`Hydraulics.Calculation P_rogram:_ - ," `�„ - Elite__Softwiare Development,;�lnc En ineerin " '' �f 87 CondLove,Lane=2nd Floor± 9 9' 0 Mattituc{c, NY-'11952 f _ Ra Fire Sprinkler Input Data ;.NocllriputDatax - - ,, _ 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 (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 16.60 18.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 16.14 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 16.79 18.00 0.00 --- 0.000 0.0 --- 0.0 0.00 4 Sprinkler A 5.60 16.35 18.00 0.00 ---- 0.000 0.0 0.0 0.00 5 Sprinkler A 5.60 16.49 18.00 0.00 --- 0.000 0.0 0.0 0.00 6 Sprinkler A 5.60 17_07 18.00 0.00 ____ 0.000 0.0 0.0 0.00 7 Sprinkler A 5.60 17.38 18.00 0.00 ____ 0.000 0.0 0.0 0.00 8 Sprinkler A 5.60 16.36 18.00 0.00 _-__ 0.000 0.0 0.0 0.00 9 Sprinkler A 5.60 17.97 18.00 0.00 0.000 0.0 -- 0.0 0.00 10 Sprinkler A 5.60 17.81 18.00 0.00 0.000 0.0 , 0.0 0.00 Sprinkler A 5.60 18.38 18.00 0.00 11 0.000 0.0 0.0 0.00 12 Sprinkler A 5.60 18.30 18.00 0.00 -_ 0.000 0.0 0.0 0.00 13 No Discharge --- N/A 17.92 180 0 0.00 -0.000 0.0 14 No Discharge --- N/A 17.97 180.0 0.00 0.000 0.0 15 No Discharge --- N/A 17.99 180 0 0.00 0.000 0.0 No Discharge ---- N/A 18.06 18.00 0.00 16 0.000 0.0 0.0 0.00 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019,4:00 PM Fire-Fire Sprinkler Hydraulics Calculation Program „ Elite Software,Development,Inc. i a 870 Love Lane-2nd Floor Condon Engineering : Page 4, Mattituck,NY 11952` 7-'" ' Fire Sprinkler Input Data Node Input-Data (cont d Area Group Sprinkler Pressure Node Elev (ft) Non Sprinkler Node Node Description KFactor(K) Estimate (psi) Branch Non- Flow(gpm) Branch Dia. No. Branch Description Branch Len. Branch Stnd Stnd Fittings Branch Sprk (in)) (ft) Fittings (ft) KFactor(K) No Discharge ---- N/A 18.16 18.00 0.00 17 ____ 0.000 0.0 --- 0.0 0.00 No Discharge --- N/A 19.49 18.00 0.00 18 0.000 0.0 --- 0.0 0.00 19 No Discharge ---- N/A 21.06 18.0000 0.00 0.00 0.000 0.0 20 Sprinkler A 5.60 20.75 18.00 0.00 ____ 0.000 0.0 0.0 0.00 No Discharge ---- N/A 25.91 18.00 0.00 21 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 36.16 0.00 0.00 42 ____ 0.000 0.0 --- 0.0 0.00 No Discharge ---- N/A 36.67 0.00 0.00 43 ____ 0.000 0.0 ---- 0.0 0.00 47 No Discharge ---- N/A 37.15 00 0 0.00 0.000 0.0 No Discharge ---- N/A 39.20 -4.00 0.00 48 ____ 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 39.81 -4.00 0.00 50 0.000 0.0 - 0.0 0.00 No Discharge ---- N/A 37.58 2.00 0.00 52 0.000 0.0 ---- 0.0 0.00 54 No Discharge ---- N/A 46.59 20.0 0.00 ____ 0.000 0.0 No Discharge ---- N/A 49.77 -4.00 0.00 56 0.000 0.0 ---- 0.0 0.00 60 No Discharge --- N/A 52.46 -40 0 0.00 W_ 0 000 0.0 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM -Fire=.Fire Sprinkler,Hydraulics•Calculation-Program,, r` Elite'Software Development,Inc.1, Condon,Engineering, _ �` 870,Love•Lane=2nd-Floor; Mattituck,NY 1`19'52. �S Pao Fire Sprinkler Input Data pe']nput.Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 13 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 2 13 SCHED 40 STEEL BLK 1.000 0 T 7.50 3.50 11.00 120 3 14 SCHED 40 STEEL BLK 1 000 0 T 3.50 350 7.00 120 4 15 SCHED 40 STEEL BLK 1.000 0 T 6.50 3.50 10.00 120 5 6 SCHED 40 STEEL BLK 1.000 0 3.50 0.00 3.50 120 6 16 SCHED 40 STEEL BLK 1.500 0 T 7.50 5.60 13.10 120 7 17 SCHED 40 STEEL BLK 1.000 0 T 1.00 3.50 4.50 120 8 17 SCHED 40 STEEL BLK 1.000 0 T 7.50 3.50 11.00 120 9 18 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 850 120 10 18 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 11 20 SCHED 40 STEEL BLK 1.000 0 T 9.50 3.50 13.00 120 12 20 SCHED 40 STEEL BLK 1.000 0 T 10.00 3.50 13.50 120 13 14 SCHED 40 STEEL BLK 2.500 0 5.00 0.00 5.00 120 14 15 SCHED 40 STEEL BLK 2.500 0 1.00 0.00 1.00 120 15 16 SCHED 40 STEEL BLK 2.500 0 2.00 0.00 2.00 120 16 17 SCHED 40 STEEL BLK 2.500 0 1.50 0.00 1.50 120 17 18 SCHED 40 STEEL BLK 2.500 0 11.00 0.00 11.00 120 18 19 SCHED 40 STEEL BLK 2.500 0 8.50 0.00 8.50 120 19 20 SCHED 40 STEEL BLK 2.500 0 T 5.50 8.50 14.00 120 19 21 SCHED 40 STEEL BLK 2.500 0 ET 3.00 12.70 15.70 120 21 42 SCHED 40 STEEL BLK 3.000 0 E 18.00 4.90 22.90 120 42 43 SCHED 40 STEEL BLK 4.000 0 T 3.50 14.20 17.70 120 43 47 SCHED 40 STEEL BLK 4.000 0 E 10.00 7.10 17.10 120 47 48 SCHED 40 STEEL BLK 4.000 0 E 4.00 7.10 11.10 120 48 50 SCHED 40 STEEL BLK 4.000 0 2E 7.00 14.20 21.20 120 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire Fir' Sprinkler Hydraulics Calculation Program ; Elite Software Development,Inc. Condon Engineering - 870-Love:Lane_-2nd,Floor' Mattituck,-NY--11952 Page__6 Fire Sprinkler Input Data Pipe tri"put`Data (66hfd) Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 50 52 SCHED 40 STEEL BLK 4.000 0 E 6.00 7.10 13.10 120 52 54 Backflo Prev 9.000 Loss 54 56 SCHED 40 STEEL BLK 4.000 0 2E 6.00 14.20 20.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 73.00 21.30 94.30 120 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire.-,Fire�Sprinkler,Hydraulics-Calculation,Program- - - = Elite SoftwareiDevelopment;lnc: Condon:Engineering ` _ 87U:Love Lane=-2nd,,Floor; e r' ;;;Ra e`,7 "�'haitifuckNY119'52 - 9 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) 1 13 0 -22.81 22.81 0.00 0.00 16.60 2 13 0 -22.50 22.50 0.00 0.00 16.14 0.00011 3 14 0 -22.95 22.95 0.00 0.00 16.79 0.00011 4 15 0 -22.64 22.64 0.00 0.00 - 16.35 0.00010 5 6 0 -22.74 22.74 0.00 0.00 16.49 0.00010 6 5 0 22.74 23.14 0.00 0.00 17.07 0.00012 6 16 0 -45.88 7 17 0 -23.35 23.35 0.00 0.00 17.38 0.00013 8 17 0 -22.65 22.65 0.00 0.00 16.36 0.00009 9 18 0 -23.74 23.74 0.00 0.00 17.97 0.00014 10 18 0 -23.63 23.63 0.00 0.00 17.81 0.00014 11 20 0 -24.01 24.01 0.00 0.00 18.38 0.00014 12 20 0 -2395 23.95 0.00 0.00 18.30 0.00014 13 1 0 22.81 0.00 0.00 0.00 17.92 -0.00010 13 2 0 22.50 13 14 0 -45.31 14 3 0 22.95 0.00 0.00 0.00 17.97 0.00000 14 13 0 45.31 14 15 0 -68.26 15 4 0 22.64 0.00 0.00 0.00 17.99 0.00000 15 14 0 68.26 15 16 0 -90.91 16 6 0 45.88 0.00 0.00 0.00 18.06 0.00000 16 15 0 90.91 16 17 0 -136.79 17 7 0 23.35 0.00 0.00 0.00 18.16 0.00000 17 8 0 22.65 17 16 0 136.79 17 18 0 -182.78 18 9 0 23.74 0.00 0.00 0.00 19.49 0.00000 18 10 0 23.63 18 17 0 182.78 18 19 0 -230.15 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire-Fire S rinkler H draulics Calculation Program - AlPage, Elite Softwa_re,DeydlopMent,a_ Condon Engineering y = 870 Love Lane-2nd Floor, 8 Mattituck,NY 11952 Fire Sprinkler Output ®ata Overall-Node Groupings Output Data (confd) 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) '19 18 0 230.15 0.00 0.00 0.00 21.06 0.00000 19 20 0 73.47 19 21 0 -303.62 20 11 0 24.01 25.51 0.00 0.00 20.75 0.00025 20 12 0 23.95 20 19 0 -73.47 21 19 0 303.62 0.00 0.00 0.00 25.91 0.00000 21 42 0 -303.62 42 21 0 303.62 0.00 0.00 0.00 36.16 0.00000 42 43 0 -303.62 43 42 0 303.62 0.00 0.00 0.00 3667 0.00000 43 47 0 -303.62 47 43 0 303.62 0.00 0.00 0.00 37.15 0.00000 47 48 0 -303.62 48 47 0 303.62 0.00 0.00 0.00 39.20 0.00000 48 50 0 -303.62 50 48 0 303.62 0.00 0.00 0.00 39.81 0.00000 50 52 0 -303.62 52 50 0 303.62 0.00 0.00 0.00 37.58 -0.15087 52 54 0 -303.77 54 52 0 303.77 0.00 0.00 000 46.59 0.15087 54 56 0 -303.62 56 54 0 303.62 0.00 0.00 0.00 49.77 0.00000 56 60 0 -303.62 60 56 0 303.62 0.00 0.00 -303.62 52.46 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire=,Fire Sprinkler HydraulicscCalculation-Program - _ _ Elite-SoftwO6 iDeveloprrent,Inc.q [mift' 870rLoveLane=2ndFloor. ituck; Tire,=Fire Sprinklerflydraulics Calculation Program" "rz Elite,Software Development,Inc. Condon'Engineering + 670_Lovd.Lane;2nd-Floor Mattituck,NY-11952 Page 16' Fire Sprinkler Output Data Overall"Pipe iDutput Data.,(C.®nt`d) - (gpm) F. L./ft Pipe-Len. PF-(psi)- Beg. Nodal Spk/Hose Residual Nom. Dia. q, Elevation Q (gpm) (psi/ft) Fit-Len. PT-(psi)PE- si End. KFactor Discharge Pressure Inside Dia. (P ) Node (K) (feet) (gpm) (psi) Velocity Fittings Tot-Len. C-Value (fps) Type-Grp (ft) 9 5.60 18.00 23.74 17.97 1.00 23.74 0.17876 5.00 1.519 18 0.00 18.00 0.00 19.49 1.049 23.74 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.81 0 8.50 1.519 10 560 18.00 23.63 17.81 1.00 23.63 0.17725 6.00 1.684 18 0.00 18.00 0.00 19.49 1.049 23.63 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 9.50 1.684 17 0.00 18.00 0.00 18.16 2.50 0.00 0.12077 11.00 1.329 18 0.00 18.00 0.00 19.49 2.469 182.78 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 12.25 0 11.00 1.329 18 0.00 18.00 0.00 19.49 2.50 0.00 0.18498 8.50 1.572 19 0.00 18.00 0.00 21.06 2.469 230.15 -- 0.00 0.000 SCHED 40 STEEL BLK 120 15.42 0 8.50 1.572 19 0.00 18.00 0.00 21.06 2.50 25.51 0.02237 5.50 0.313 20 5.60 18.00 25.51 20.75 2.469 73.47 T 8.50 0.000 SCHED 40 STEEL BLK 120 4.92 0 14.00 0.313 11 5.60 18.00 24.01 18.38 1.00 24.01 0.18250 9.50 2.372 20 5.60 18.00 25.51 20.75 1.049 24 01 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.91 0 13.00 2.372 12 5.60 18.00 23.95 18.30 1.00 23.95 0.18175 10.00 2.454 20 5.60 18.00 25.51 20.75 1.049 23.95 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.89 0 13.50 2.454 19 0.00 18.00 0.00 21.06 2.50 0.00 0.30884 3.00 4.849 21 0.00 18.00 0.00 25.91 2.469 303.62 ET 12.70 0.000 SCHED 40 STEEL BLK 120 20.35 0 15.70 4 849 21 0.00 18.00 0.00 25.91 3.00 0.00 0.10723 18.00 2.456 42 0.00 000 0.00 36.16 3.068 303.62 E 4.90 7.794 SCHED 40 STEEL BLK 120 13.18 0 22.90 10.250 42 0.00 0.00 0.00 36.16 4.00 0.00 0.02855 3.50 0.505 43 0.00 0.00 0.00 36.67 4.026 303.62 T 14.20 0.000 SCHED 40 STEEL BLK 120 7.65 0 17.70 0.505 43 0.00 0.00 0.00 36.67 4.00 0.00 0.02855 10.00 0.488 47 0.00 0.00 0.00 37.15 4.026 303.62 E 710 0.000 SCHED 40 STEEL BLK 120 7.65 0 17.10 0.488 47 0.00 0.00 0.00 37.15 4.00 0.00 0.02855 4.00 0.317 48 0.00 -4.00 0.00 39.20 4.026 303.62 E 7.10 1.732 SCHED 40 STEEL BLK 120 7.65 0 11.10 2.049 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire=F.ire.Sprinkler-Hydraulics;Calculatioii,Program! _' ';._ _ _ +_Elite S6i*are;DevelopmenY;Inc:j C,r don,,Engineering ' 870 Love LaneFloor "MattitUck;_NYr 11:952 Fire Sprinkler Output Data ��verall'�Ppe.;�ut ut;DaCq cQnt'tl Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor (feet) Discharge Pressure Inside Dia. PE-(psi) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi) 48 0.00 -4.00 0.00 39.20 4.00 0.00 0.02855 7.00 0.605 50 0.00 -4.00 0.00 39.81 4.026 303.62 2E 14.20 0.000 SCHED 40 STEEL BLK 120 7.65 0 21.20 0.605 50 0.00 -4.00 0.00 39.81 4.00 0.00 0.02855 6.00 0.374 52 0.00 2.00 0.00 37.58 4.026 303.62 E 7.10 -2.598 SCHED 40 STEEL BLK 120 7.65 0 13.10 -2.224 52 Backflo 2.00 37.58 303.77 Prev 54 9.00 psi 2.00 46.59 54 0.00 2.00 0.00 46.59 4.00 0.00 0.02855 6.00 0.577 56 0.00 -4.00 0.00 49.77 4.026 303.62 2E 14.20 2.598 SCHED 40 STEEL BLK 120 7.65 0 20.20 3.175 56 0.00 -4.00 0.00 49.77 4.00 0.00 0.02855 73.00 2.692 60 0.00 -4.00 0.00 52.46 4.026 303.62 ET 21.30 0.000 SCHED 40 STEEL BLK 120 7.65 0 94.30 2.692 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM fire-Fire SprigkIerftd_rau_lics•CaIcuIation.Program =� Elite Software Development,Inc.; Condon Engineering` 870'LoJe lane-2nd'Floor;, Mattituck,NY 11952 'ice:}, Page 1'2:, Fire Sprinkler Output Data Overall Sprinkier-06tput Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Mode No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 1 A 5.60 18.00 16.60 225.00 0.101 22.81 2 A 5.60 18.00 16.14 225.00 0.100 22.50 3 A 5.60 18.00 16.79 225.00 0.102 22.95 4 A 5.60 18.00 16.35 225.00 0.101 22.64 5 A 5.60 18.00 16.49 225.00 0101 22.74 6 A 5.60 18.00 17.07 225.00 0.103 23.14 7 A 5.60 18.00 17.38 225.00 0.104 23.35 8 A 5.60 18.00 16.36 225.00 0.101 22.65 9 A 5.60 18.00 17.97 225.00 0.106 23.74 10 A 5.60 1800 17.81 225.00 0.105 23.63 11 A 5.60 18.00 18.38 22500 0.107 24.01 12 A 5.60 18.00 18.30 225.00 0.106 23.95 20 A 5.60 18.00 20.75 225.00 0.113 25.51 Sub Totals For Group A 2925.00 0.104 303.62 Totals For All Groups 2925.00 0.104 303.62 C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 4:00 PM Fire-Fire Sprinkler:Hydraulics Calculation-Program Elite S,oftware'Development,anc. Condon Engineering - _ - - - - - ��`��- '_� _ � -- - - _ �� 870.Love Lane-2nd Floor= Mattituck, NY- 1,1952 Page 14 Fire Sprinkler Output Data Hydraulic-Supply/Derrnand-Graph_... ' 7 100 90 80 .N 70 Q N 60 L N 50 4) L (L 40 30 20 10 0 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 55 psi Test Residual Pressure: 53 psi Test Flow Rate: 2481 gpm Demand Curve Data Calculated Residual Pressure: 52.46 psi Calculated Flow Rate: 553.62 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 2.41 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.53 psi C:\...\870 Love Lane Sprinkler-2nd Floor Revised.fiw Saturday, March 16, 2019, 3:58 PM i Ii 1 / 1 Water Llna(s)MUST Be Inspcd-d ey The Suffolk County thipL OI Hcalth iSorvices x / Call 8 5 Schedule le Hours Inns) ce To Srlx:dule In•.pedan(s) E I i Heavy Duty Locking and Cast Iron Heavy Duty Lockmg and Cast Iron s ,—1Na a ghrFrame-&Cave .atemghlFiame.8-Covet nar Frost Proofing 24'0 Precast 24"0 Precast Cone Riser ♦ 4'SDR 35 PVC Waste Line Rings(12'Max Height) Y l Pdch-}Inch per Foot Cone Riser Rings\ ,M OJT° 1 POLE 2 f Traffic Bearing Slab Traffic Bearing Slab Traffic Beanng Slab 2 -1-1 EL 1;,,- .1 2 Ieanout rofric Bearing SlabJL PIPE 2 2 \ L162 ��Gg11 PQ ♦` ®P�®S®®® ®®®®®®® ®® ® ®® s E SS'' ♦ry / ®®®®®®® ®®®®®®® ®®®®®®® 9 \4 *SOR 35P Waste Line 50'Well Distance ®®®®®®® ®®®®®®® ®®®®®®® 97' _ < Pitch-7 inch pe r Foot 8'Min t1� �Ot�OISn a" a01e Wall �¢ �• 0 s 0 LAND N/F8L• EstimatedWater eGro vauunit on Highe E ♦/ ♦♦� / /Q- ♦° JKK ENTERPRISES LLC EL287 m� 6'-6 10' ♦'L /� JTZ / vis s' �y i 1,500 Gal.Precast Septic Tank Detail O >z / 0,O; o G Leaching Galley Detail s o � syr / a b, re ry F i y Sanitary System Notes: Lot Area 30,206 S F=69 Acres 12 �Gj O \G / '- ♦O� / S C T M Dist S C T M O 1000.140-2-17 / ♦ Bn}mGWMZN QO,�' 0 \ / No Wa erSaMa y /'V W Test Hole Data ♦'V / Highest Ground Water elevation determined from �CO C 9P9y EL 10 6 a —,n a 0 USGS 405924072321501 S 392691 Loam(OL)\ o N EL,01 5, Sanitary Design Calculations- ^ \ / ♦♦9 ti°O \ Brown Silty Proposed Sewage Flow 1, a ti a`N 1 4hbo` 5"E ♦° r/ *q\ \� BaRN Sand Sanitary Flow ` 35. (CALL) New Public Wa r� \%°Poi \ / 24'/ Q� ve Lane (SM) Non Medical Office 1,360 sf x 06 gpdfsf=82 grid / Connection \ \ EP / Ortiz' * c alts k,New Y rk-- EL7 6 -3' 830 sf Housing UM =225 gpd n CONCMON( \ /W ,\O,' �� OO Barn 680 at 04 gpd/s( =27 grid `B I Test �O, LP / r' 6� Pale Total 334 gpd All EL 10 E / O CONC / u EL 2 87 Fine -7 73 Eslimatetl Highest Ground Water Total Sdeo 0 69 Acresox 600 Grid/Acre=414 grid O LP MON POLE /g0 lP / ♦'L /`{� (SP) (GWMZ N Serviced by Public Water) ♦0♦ 1 Ex ng�epTo$yslem EL 1 2 -9 4 Total Sde Proposed Sanitary Flow =307 gpd<414 gpd J 2 e? to be m saved ♦♦0'00 1 \ O 9 oµo9 00 /j j Proposed Sepllc System Design O Sj: ♦_' 11 0 " Water in Pale O. ] / ♦♦ O. " Brown Fine Sepbc Tank O ) •b� (n Sand(SP) 9 `y °7� A •� / 0 GF' \ / GAR O Proposed Flow Rale 334 grid d' CVD �\ 2 5'/W Design 2 Day Storage=668 Gallons Public Water \ / 55 c PORCH Use(1)8'0 wdh Max Liquid Depth of 5'Sephc Tank=1,500 Gallon .�♦O Ory 9 fOP�P b0 EL-64 _1T -I-,500-Gallon >668 ♦ryry \ ryg1 R�65 s / zest Hole Intormahon Water Line(s)MUST Be Inspect cl The GAR arage to be Removed McDo M.G—rence Suffolk County Dept Of Hez.M [�chirl Pools 2 0'/N .� ♦'t �` h0 �, Dated March 23,2017 Call 852-5700,48 Hours In OAvz To Sdw-duy Impecton(c) ,�• \ '9 ��.r ao '•'�' Key Map Leaehi @ 15 gpd/Sq FL=334/1 5 Gpd/Sq Fl =222 7 sl 300 sf Min Required v� f, Scale NTS Use(4)T High Leaching Galleys=4 x79 6 sfNmt=318 4 sf J OPS e \ S" 5 P� 2O esign for50i% ereloi4c V,4j Dse Ehinn Galleys �O 1 g 6 5 N Gi I LAND F M. A. PR E ( I \ p O Existing Natural Gas \ \1 (1 1/`� S.fru k County fkpaimem ofH"ath Sernaa •[ C service \ �`.1(-� ® 1 APproyalr«Cpmtraengn-Om�Thaasinglerm-ly I FIVE S-- 'e'\\ ° Public WateY� f p \ Ref No CIn-(7'OC))� DessgnFow307GP OR �y ♦ ' 1 Mwe 1Lss�P� P M 1 s co. 6 ao �� {//��J� •�" Neese plain hale betareaieway t R.;nuw tout with Suffolk O OFMN�(11/SFR CaunMG)' 5 POLE \\ V`J �V•/ of damp,comm in oo is mquued w benin a iemrdance with the attached ♦9 I 150'Well Distance permrc cgnhupns aid a bcaWes ndard wless lr..Il U`T'"-sf - \ PP aria y oval d by 1'y I- the Deparmleni.T6ircapp rel iia 3 yr4rs from dx:approval dare, a unl xtend 22 ed. d `r1�ip vat U lien er r \ts0'Well Dis ante Survey Byatr \ Paul Barylskl Land Surveying Patchogue NY 11772 Scale 1"=20'-0^ November 12,2015 Condon Engineering, P.C. �150'Weli Distance / 4-14-2017 Add TOPOwroseattra,eems Pp rthawdavmaaexrrmsratasd�vm Drawn by:JJC Racanelli Building Scale 1"=20'-D" 1755 aMoearaaw�aw�s wama eremmaauaaeaa i'MrabEE, aimira0iaw swnlo,mavuav mi.warm EM ae.aene®.q S af gsbee Road 870 Love Lane c aeaaaaansaswax,amanrctmtxaa�aw�hsre°°°'°artr"'aag'rra`iym"`nw Mathtuck,New York 11952 Mattituck,New York tela sw.elaawna+lhr mr naafi rraammaaaama•wvira ey rar,.eeq nnmo Dale 4-4-2018 sgname aM enaamawdi ercNoau,ama apaaeagnyomaaeaimabv. (631)296-1986 1 i 1" 2 BAS MENT 18 A A ROOF OVER 1ST DOORS C FLOOR ENTRY Test Valve,,,,,, 1" 2" O ATTIC1 '04 O 1" ow O . V, 20 STORAGE B 1„ 13 1„ B 22„0 OFFICE O O 3 1„ 14 B� 2 B 1„n 22110 fC C16 A [g5 1”0 8 12„ 1 BATHROOM A A , O „ 1” 17 g 22 p` 2„ 2" BATHROOM CONFERENCE �o ROOM 00 2,„ 3Z/ i 2 6 54 Aofth [ • 26 A%` KITCHEN OCellar O 2 2 O O A 0/ 0(9 I 28 „ 1„ A 1"�Ln "0 From Cellar LIVING ROOM I 2 50 2"0 4"0 to 1 st Floor Ceiling OFFICE 2 2lP 10 FOYER I 43 2 11 O 8 47 46 45 44 3 0 From Below 31 A A DINING ROOM 1 „ 4" 4" 4" aFIoond PCeito fng 2 2 I 21 I1119 r 4" 2„ 42 21' 2.1 11 3"0 Up to nd Floor 2 2„ 3"0 Frum%Belo 2 WAITING ROOM —_- 12 22„ I 13 32 A 3 i q 34 1,.0/ "0/ AA. O I 7 1 OFFICE 1 1110/ 20 1.7 .i �I ":7\ Zr 2 2"0 Up d Floor Ceilin 3" 21" CLOSET CLOSET 42 BEDROOM I 36 22„ lit 4110 4„ I 15 2 1 g ROOF OVER 1 ST FLOOR 4 Crawl Space O A" A . FOYER RECEPTION I I 1st Floors Sprinkler Plan I 2nd Floor Sprinkler Plan I Sprinkler Design Data 1 Legend " Hydrant Test Data- Middle Road and ;,;,: ;,r;k f ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 Love LaneCeIIar Sprinkler Plan t zd - Ir p B-Ceiling Pendant Sprinkler- Reliable Model F1 FR56N - Static Pressure-55 psi �, V ^ C-Stair Hall Side Wall Sprinkler- Reliable Model I P - Residual Pressure-43 psi F1 FR56 QREC HSW EC-8 - Flow-2,481 m L; �� ' '� � Sprinkler Piping 9P , ' , * Light Hazard -Office- 1st Floor&Cellar d1 Q52 Below Ground Piping ` — — — — — Density-0.1 gpm/ftz- Light Hazard O Node Identification used in Hydrolic Calculations * Light Hazard - Residential-2nd Floor Density-0.1 gpm/ft2-Light Hazard I I Scale: 1/4" = 1'-0� Condon Engineering, PC Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education g P-C- Ra ca n e I I i Building Water Mai Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 870 Love Lane Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Date : 3-16-2019631 298-1986 signature and the date of such alterations,and a specific description of the alteration. Fire Sprinkler System Specifications Fire Suppression System Scope of Work- Fumish all materials and labor required for a proper and complete installation of the fire sprinkler suppression system and related work including but not limited to: saw cutting, pipe, pipe hangers, supports, bracing, heads, signage, valves, fittings, testing, inspections& cleanup.the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13 National Electric Code, local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in the latest OSHA requirements. Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. 1V Schedule 40 O a. The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the Steel, character and type specified. b. All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13 and all local ordinances, the New York State Fire Code, and the local fire Marshall's office. The plans and specifications shall be used as an outline only. this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition, all work must meet with the engineer's approval. c. Work in this section includes, but is not lirnited to, providing all the following material, equipment, products and labor for a complete and approved sprinkler system: 1. Installation of new sprinkler cross main and branch lines 2. Installation of new sprinkler heads 3. Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment furnished under this contract 4. All sprinkler lines are to be filled with Noble Model PG38 or equivalent antifreeze solution. 5. One year warranty 6. Testing q Reliable Model G5-56 QRSprinkler d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, documentation, applications, fees and payments etc. for K=5.6 obtaining a fire sprinkler permit from the local fire Marshal's office. Scale=NTS Test Valv Smooth bore corrosion e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty the entire system; provide valves and piping of -resistant outlet giving flow sizes and in locations as indicated by and in accordance with the requirements of NFPA 13. equivalent to one sprinkler f. Coordinate routing of cross main and branch piping with existing ductwork, piping, lighting, insulation batting, etc. in existing ceiling. offset routing of piping as required to avoid all existing conflicts. `t g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except where absolutely necessary. h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as 450 Elbow O the inside diameter of the pipe. 1 V Schedule 40 Steel i. Materials: F Test Valve & Piping Riser Detail 1. Sprinkler system piping and fittings: interior piping: Schedule 40 black steel pipe. fittings for threaded pipe shall be malleable iron fitting 150 psi. Scale=NTS 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. bushings will not be acceptable. 3. Sprinkler heads: sprinkler heads shall be Underwriters'approved and listed for use intended (pendent, flush, upright or sidewall type) installed as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link type, or glass bulb type, temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56 in 2nd Floor finished ceiling spaces and Reliable Model F1 FR in the cellar and first floor. The sprinklers with a W factor of 5.6. 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be Reliable Model F1 FR56 supported from lighting, ductwork, other piping or equipment. all hangers shall be plumb. Hangers and supports shall be UL approved and shall B comply with NFPA standards and owner's insurance requirements as to size, type and spacing. Manufacturer: clevis type and roller type K=5.6 hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co., Central Iron, Leifried, or equal. Scale=NTS 5. Test and drain valves: bronze body globe, rubber discs, 300 psi c.w. non-shock, similar to Fairbanks, figure no. 4591-3 or 4691-3 or approved equal. 6. Unions: couplings and unions shall not be used except where pipe is more than 20' in length between fittings. screwed unions shall not be used on pipe larger than 2". Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. 7. Signs and charts: store and save existing inspector's test sign for re-installation by this contractor. j. Inspections and Testing 4"to 12" 1. After installation is complete, but before the piping is furred in or covered over, the contractor shall provide instruments and equipment, secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the Olocal fire marshal. 2. All new piping and equipment shall be hydrostatically tested as per NFPA 13. O Reliable Model F1 FR56 QREC HSW EC-8 Sprinkler K=5.6 Scale= NTS ri, yq 'w 0516P4 . " Scale: 1/4" = V-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education R a Ca n e I I I Building Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road 870 Love Lane Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York =2 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date :3-16-2019 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 a A SURVEY OF PROPERTY' a d r zC SI T UA TE A4' n C LL MATTITUCK ° >,6°' °� �e TOWN OF SOUTHOLD A a' / �G, / s�� SUFFOLK COUNTY, NEW YORK O,� S. C. TAX No. 1000- 140-02- 17 • ° F SCALE 1 "=20' A '` \ NOVEMBER 169 2020 • e e e AREA = 30,349 sq. ft. 0.697 ac. �C➢' ° fit. . ' \ A e. SEPTIC SYSTEM TIE MEASUREMENTS A: 4 ° „�`�' s`�,o�� ,�, �s BUILDING BUILDING •p CORNER CORNER 0, . a. .. \ SEPTIC TANK 2•3'N• INLET COVER 19.5 19.5 \ STj 2.3'W. \ 4 C'4- m6 es SEPTIC TANK \ 22' 20' OUTLET COVER A4.' \ G - c LEACHING GALLEY 32' 25' a .a �pQ' COVER 1 q ��°� ° �F� � LEACHING GALLEY COVER 2 42' 33.5' \-A 'l e. P a GOC . QJt ��' LEACHING GALLEY 30' 20' ,Q COVER 3 .. e ? '• .4 e ��1E. e ,• e E�O� Ci d..'.'O: C GALLEY 9 IO�Yg1 COVER 4 e c!_ e ` 41 30.5 cX✓�V L e' �se COQ "A a..�. e .. d�a`1�\�GGO \EiO,�yQI C O J \ O e OQ3' ° d e' \ \ ° e a e. }7 ° p d SUFFOLK coU?QTY cT�ART��,sr3T OF t� ,.LTI SERVICES d... APPROVAL OF CCNSTF2llCTE01,NORK$ d d.e e°. a. ,e° , A- .d .. .�\F.S ,`00��7` ntc`� I] i ' 202H.S. n A o' / Ref.No. e ° e. >Q�• Ql a e . p 7 A O Tips^aw3ge disposal and water supt(�facilities 0- . in,pected and/or p at thin 10- 'ion have been e °� -\.•..'.. e.O°° t{�F 0 Or certified b Y this C-PC .d . .. •'-\.,...,�.., ye .- .e " ,� !fie , � °° 4rtrnent or ether agencies and f rid t0 be - is ac e �. ° '..°. '' 00 • ' 0 4 irai,M. X6vY! er, ®.E., Ch?-'.L of%hp sive.-ate@f�$t � ^ 3it4Q • ac^ o.i d % \°'o PREPARED IN ACCORDANCE WITH THE MINIMUM fro ° �G'�' �. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED c,Q� R �. OOF O Rd NAPPROVED NADOPTED \ O ELS°O FOR SUCH USE BYTTHENEWYORKSTATELAND TITLE ASSOCIATION. OF NiF VA as a% 41, e , 6 e V 6,-) _ N.Y.S. Lic. No. 50467 p \ w . UNAUTHORIZED ALTERATION OR ADDITION �O TO THIS SURVEY IS A VIOLATION OF _ e O� \ EDUCATIONCZ) SECTION 2LAWOF THE NEW YORK STATE Lathan Taft Corwin iii v .'a COPIES OF THIS SURVEY MAP NOT BEARING A THE LAND° \ EMBOSSED SEAL 5H ALL R'SINOTDBE CONSIDERED Land Surveyor e ° TO BE A VALID TRUE COPY. A ° \� CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY !� IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40-302 I BUILDING USE BU!CDIN;AREA t`F NO FUI2_DING HEIGHT 1i9, F Cui`�ic �. TYPE OF CONSTRUCTION Type V DESIGN CRITERIA Prescrr:,!ve Design r q." a" s{` _� GROUND SNOW LOAD 45 ps f { NJNDSPF:FD 4-P4 tr' 1� C MSN A t If R EXPOSURE CATEGORY E j ! wEATH[RtNG Severe TER,.�IITE r > DECAY OST LINE DEPTH v� �� I•(t•blr G:?� vy G' tL i i _,._.... _ _.�._n _.._, j i DELA DES M9 tohPate R DESIGN DRY PULS TFMP 11 D2;a n moderate 4\ ..e. � � ht to m _t�.--._.... .. s F T i , {1 n` A11 er!t-na is Cosigned in stent^ante with the BuitC;ng Cc Q g, ►n yJ of N•"'w York State R the Arnorlcan Forest &Paper Assoc,:+'. 1 • Z (AFAPA) Wood Frame Constnrrtinn Manua! for One& T W p f - � y Dwe s tt't+ tfi � igh � � s. i� =�`� V �i7 -l,r-r-`,�,�- p'r`•^ti "�tt�: r j ! -C�. -�'-�-� �''lC e ii do�� ,.s'+.,.` t�1 ' Q � r•JEY�, Faml1 lint, !(' , �i 6y 4) (� ,O sV N wad A11,11ion ^ [_ '`U ,. i ,✓ TM Ise W90 �IJ..'t.L f _ ,I t t d 9� u P4,1(' • `cK n Ir~- F! 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SSI ` \ z -�� `r ( 1 I' .,�,} Mom u + To t'�E �rrt�o•/>✓C� W LL wcc ww pn�EO 1� , 5" 11'40" W_ -- � � � PoLE � • V ..J WE . � �d to T p I1 = I 00 1 c;�;�,&Ro�tfictEons Ian': po�iz993P.r 23� T �,.. t THE UNDERSIGNED,PURSUANT TO SOUMOLD TOWN CO"E SECTION 280-131(1),AC1 NI MLEDGES THAT THE CONDITIONS OF Tlli SITE PLAN IrPROVAL S::T FORni Lti THE RESOLUTION OF APPS IA1L I ATLD 0 1 15120 LLQ AP.F.ACCE?TED(SEE CONDITION ' N LUTION). •,SOSEpI•i�, �JPt`1�T L. r 17oM [�.N s K-t M A RGt A R T A pSt-4 To M Dh n A 1to.?/'L. a .;:�,: ti T,; r D.,I`_E SCIS WNM LN,M&IT tT�X.K -19 5 t.oVE 1•a`t, Ml�j�'t"NGi� 5HPfZot-► '(vTK 1 t_t_ k-`• M loop • Q.-i $07� G451 MNT'(ITualc ZCN1r 1^`O STM 1000.141 -3-L$.1 TOWN OFISO Cir� LA�ILVG LOAiiD - U SL �k51 DB NGE V'.S G ', b1.t!'rl.v►'A y `-�a 1 1ayl2o� l�G � TJW�LL1r►G1 `l CIIAIRPEt;SON S16-NATURE +DATE •Qw F-LAN G NOTE:The approved site development plan shall be valid for a period o[eighteen(18) months from the date of approval as per code section 280.13M TJ WF_t_k_t r ._.P ... I JAN , 2�1 lows L � 1 t� C LTD U L L -b u t t✓ 13 Planning n• - c- ' tilt :e b xtetpT'ICSN f3ut-P� oI.oet,'[EMP l-uME>,l'S MouNT 'H BHT royt�1�1 F_ Ll��yT N1�.M L U -yGR,tPI1t�N gpTt�.1IcIb.t- Ne.�,tM �-11.-15TI t-I tom, v L- �vt1.1C:1L� }`rM I1_ , ptilELi-t►,iCi - 5 Q `� G . ' �X1`,� 1 1 +� }�G"�o"db�7 _.As`J �4 o T' E L� PI�CJ(�C)`��D U��1�. �tR c�T FLC �ROFES�IONAL- O��1GL_ f>1�1 M EI�r ST"E-H JA�t1NE b �.A-C.+ti��1�1 T �'t 5 oXF-•oRro bLV�p.� � te.b�Ew ctT`�, NY ' Q 'Z.o N E. R,o txN r,E �v p I �l LSI�N `IMPPROq eV AS� T--ULL CUT o r-F _. k is 1 Nc�► P.7 i�v� � ►�7 1 N C.t P�cR,N �>✓ Fow Essac� t t�,ty f C+EC� G Rte* N Gt'T -S o.G. -J v M 1 .CU S V I(eL1`�a t b N o- �1 7V 70'E. d F F IGE.. 05Z bf�C TM'�Tt 1 ' or.t_ 6' (}�'� -5' O .C., w b t."A L_d.71 FrPu A.. t-1 d M(� oTN 1 V � pl=TE4 L� >`KEA V O T .E b d • 7 A C Ie.E S 3 01 312 'S.F� LI_t �R NORMDs �u51 Nt'�yS Ndu R,`� . © , 1�t: R+✓cQ vt R1' bM� 7�'jE pl_bt.► 1313 I LD t M Ll I.tGl 1"1T.t NCaI Tb '� T t M t�R. Car+TtKo , � G_t-�-TNRA DL N t �o►.1,� ® �I�tE l�j pirp `fZ. 7VcJt1 'JJ '� T-4 6.G -PPt.IGbT Ib 1J �iX l t?T 1 N� .1 R 4950 S• r. A PW R� ti►t��a+�rz tz� 1 3-4' T-A'•o% ILE% C-jLAfa'RD FJE P�P'bJ tz,A-M P1�.••- L d t•-t c�s c � 'P'E- to©-r` lam- S k:x t ST t►,•I G Yob t�� a. The use of native, drought-tolerant plants irr lar)dscaping; GSL=MEQ-L NOT' S T b '(' L 2 1 3�j S 1� -N"EW p'PR�� aT t-c�J� �� o M t�T - t--c>T G o v E t2 b. �� b.• Use of organic fertilizers where the water-soluble nitrogen is no more Tb . C0M'5TKI�C�? "(' n than 20%of the total nitrogen in the mixture; MIN 1 MVM I�EQ�l t�.eu1£"MT'S OF TK�--TbWN �}I GN 1�t1`Y �.1��T�NS• P �v F_ v 'a'R' V 4'. 4, 1 2 5 c. A maximum of 1 Ib, of nitrogen per 1,000 square feet in any one FR�A �\M ��0FAE G�t1-•t�C_T' -lam � L d 1--4 17 S C_ b-P1 E t� A- 1� b 7 S % •,,� application,with a cumulative application of no more than 2 lbs.per tCY7 pR� �`��-i-'� W CTt 1 �' 45 �'VG pl PI til.-1Ll G.ttf (, PP J 1,000 square feet per year; �, l=-RoS 1 otV � ��1 M��-1-[' �oNT F�OI-� b�� .R��1 RSD-J>-Ro:�t--� �'� . Tv tt_'S QPReK�t N y R F Q V1 R1 E� d. The applicatidn of fertilizer products containing nitrogen,phosphorus, , or potassium is prohibited between November 1st and April 1st; b F t G e- 12 C1 -5,1=. off►GE bR.E� -j-1 Do 1?j �'tb'LA •'S v e. The use of lawn fertilizer containing phosphorous is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers.The number in the middle is the percentage of phosphorus in the product, r� e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not Lb N t� 1►� N Ky E restricted. Products with a number higher than 0.67 may only be used T T 1� t- ( � 5-i dVL ✓ ,�,(`�' if a new lawn is being established or a soil test indicates it is aP b.1ZT t.,l Gr•�T' 2 �TC>,t-� necessary. _......................__.........____.._ ____..._...__._..__.__ __.._.. _ ___ __ ..._._...____.__..........__._ _.._......_.....__.........__.........._............._..................._.._........_.._..__.____..___.___....._..._......................................._......... .._....._ ...........__..........___.__ _......_,..__...._ _ �_.._ CABLE j r: E; ; o _ ;''r :c:E ;.• :z;fv - LEGEND CABLE CABLE/WRE TYPE DESCRIPTION I 1 j"Y.PiN ..sl ll4l^P.,3...Ls..... iii: C s f„ g,;• ;> ® 1 PAIR #18 AWG UNSHIELDED INITIATING CIRCUIT ® 1 PAIR #14 AWG UNSHIELDED NAC F„A<1.1Rh ,w.i © 3#14 SOLID POWER THHN 110V. FACP ' ".�Ai :lb's` iE 1 8 SOLID GROUND TH N GROUND FROM WATERMAIN -----------------------------------............__----------------.....------------...............----------_...---._-_.----------------------------------- tiP ....._.-............. P� (u ��na^,,r,_•: .:=.)IYLi,.b`•3"dI ,...__.._ .......... ` f�� €:7 _....... i ! ft 1 .:rYI f� _ T^: Vr.:vs "'S i E s ,� a K} .' b' O i:Y ....,s O 'Id ... Jr'�J �... ;��r• 0 v f � 3E--.. - FuuM A'`":1C SUN r _.t T`? FACP , F.�' ,l,u ' ;,/:•.791: yy j,(D PSE OF NE�� /' dL n/, A' <.`r� I I & O x O r '` n f0 O az 891 j I s i FFSSIONP�" j I ✓ f 10 6 ,,,,2, .. ,. r j' l: (JPS I --------- 10/1 �( { q �..:..:...:..., .. , ......................................... ......................................................................................................................................................Qf- ............... ....................:....... �.`~i :l 'F'� /2,,')20 /4 •VIE.,µ ...............:....................... --::.`_':.------ ' ,R3:: g's� DESCRIPTION, gyt j'eyryq/�,v,'y�y C ....i i� ' FIER ��{A`'7 DAT I } 70Lo cL ne I r R NY 1 �, 9: St: ;....... 52 ............................................................ �; E_. r;� �i ,.,E_ /p CC................................................................................ cs�il`Er I"�.RE.^: '`� '� i ........................... .......... t -.�,..,.,. I`\... ::Rcr;'ct3/: Ia';i�f1.:.Ct4i:-;�ZFe3 .,, � Jeffrey (” / /y �� 's R Ils,l} €s L%�.��E � aaii/Do�/,,,�i -� 30�' Lane _...� G attit" NY +;� 937' 3 (Exp, Q�rf 21) I PAW` tREA lr y Citi r <' 07 Cl :S# I'TE PZ": yFf$ 87053 25 (Exp. 08113120 2) 1 y y Y Y' N71,,f, J, Y1�''.{% �f)I(Y ii'I`�,�'i,'€'I; C`,'•4a .TIS':,,.. s I- �- 12000003519 (Em i � Xar� ry,r /2022) 4 secur-?Ly set-vices rS.i F.T% P t.£4'D k,,,`D 's'r"'`'S`.l.I';sa�aED BY- id6dd.8 ,."<t.�. 321(9-,'-'3 tti ,r INCOMING POWER- (DEDICATED OWER `'``" l (DEDICATED CIRCUIT) 1Jg ° �` �rJ?�}2r j IIJT .} I_ .>- `` ;:IT aE i'I�;F S ..:.:..................................._............_..... E...E...; i...t., ,..7 E..,",.'; .. :.;i'' r.:;a.>{r v'! ihr tl" i C':i{. 1 SCA .. a NTS c3 jYC SE t NY 117S" t'iWG 1$1'I L� FIRE ALARM RISER DIAGRAM ,`': ,— �En ( -- _ / 4°`:YY'di.11'i t,c,}li t'4'(:.•�I ``. FfiR-H ED B! SVA-1 } N.T.S. I j.,, i , kKey il r PLAN NO.: MS LICENSE r,,,,, PAGE NO. of .. ........................ ......... ........... .......-.. ............................ .................. ..... . ........ ........... ................................................................................................................................................................................................................ .. i -------------- ......-------------------------- -- ------------------------------......... G ` CABLE LEGEND W. _ ;,,L ABLE CABLE/WIRE TYPE DESCRIPTION T.._....._...___......___..._.........___.............— ._ ........._ ID 1 PAIR #18 AWG UNSHIELDED INITIATING CIRCUIT Ca :(das'L<.22tL7E3i3 :. .:a°E i.'.:it _�_ RJF.;iylR 1 PAIR #14 AWC UNSHIELDED NAC © 3#14 SOLID POWER THHN 110V. FACP 8 SOLID GROUND THHN GROUND FROM WATERMAIN ; k . t' ..:; .;,.YLs�ia.�'7;EfI .c,; .. .;:t I p .__......_._.............._...........___ ....._ _ .�� `........._._____. ;.m 3 t ; jE 3"F o I O 3`F A.G o 3 O Q I C 40 fu 7 Q O / . tdOT"". ._.�_ Al TIC, RUN Ti- FACP Y O Cx st' o 2?` 3 Y✓ i A, I 3K 3 9 S 4O Q OijJ O I �` 4'. „ pF NEw� I �P p I C. 2 T 1 0 I O zF`y o o � o Q r m w ,3 42 0 ODES S I OXA f I 4 t,:Jdi,f<"i f rA II __. ..........._ ......... ,.. __._ ...._ ..__-................._..........— j E �^� RE"VISE'D AS PEER �7 y 10 ,. ......... ... 4r i..:...:.... ........... ......... ....................................................................................................................... ........._.................................... ...�...... 1r. :..: :,,a(� �zt € _.... .z.,�J. ,+ FLY _,T:�,x.,,,,('`TION ......A..._____.........__._... .—._. _.__._._...........___.,._....,_._ PROJECT ,•'TFO"T°'+1s T'Tt:N; I I R� of n c I I L.,,�U I' I ri 070 Love LaneF I\Al ri tud K, € I I AHIC I3k�<t'sa, 11Y ' 19172 "f;NC I ter,," rc;. i•,. �"". ��",�r,'�� rrri";; iiaiiii�,,, riii�7A �ii"ioii,,, airy.,", ii" r„irc";. r, .: �c�' ,.. -- r;� R\ I�: SECOND f LOOt', � � \. 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