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48244-Z
t ho��pF SOUryo`o Town of Southold * P.O. Box 1179 �0 53095 Main Rd UM a�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45785 Date: 11/21/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62005 CR 48 Greenport, NY 11944 Sec/Block/Lot: 40.-1-1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/01/2022 Pursuant to which Building Permit No. 48244 and dated: 09/02/2022 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 cottage altered to recreational building with storage loft, decking and ramp as applied for per ZBA #7756 dated 4/20/2023 and ZBA De Minimus approval dated 6/5/2023 The certificate is issued to: North Rd Hotel LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-22-0317 5/17/2023 ELECTRICAL CERTIFICATE: 48244 08/17/2023 PLUMBERS CERTIFICATION: Hardy Plumbing LLC 06/06/2023 Aut or' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • 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#: 48244 Date: 9/2/2022 Permission is hereby granted to: North Rd Hotel LLC 43'Appleton PI Dobbs Ferry, NY 10522 To: alter existing cottage to a recreational building as applied for per SCHD ap proval. At premises located at. 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-1-1 Pursuant to application dated 8/1/2022 and approved by the Building.Inspector. To expire on 313/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $541.60 CO-COMMERCIAL $50.00 Total: $591.60 Bui ing nspector oE so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 olq�oum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Rd Hotel LLC Address: 62005 CR 48 city.Greenport st: NY zip: 11944 Building Permit#: 48244 Section: 40 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe [12 Heat Detectors Disconnect 200A Switches 12 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat(3), Ice Maker, W/D, Mini Fridge, 200A Panel 40 Circuit/ 24 Used, Alarm Panel Notes: Cottage Building Inspector Signature: ' v Date: August 17, 2023 S.Devlin-Cert Electrical Compliance Form :pF SiT�Ty�. Town Hall Annex , Telephone(631)765-1B02 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD J U N s 7 2023 CERTIF-.ICATION Date: Building Permit No. Owner:WOVE (Please print) Plumber: CtrC� '(1fi6ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4 (PIumbers Signature) Sworn to before me this day of (J 20 A- A—u- Notary Public, -County Jennifer Cummings NOTARY PUBLIC.STATEOFNEWYORIC Reofttion Nu.OICU6397191 Qualified iaSuffolk County cominisiidn,Xp*09*12023 hO�aOF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. Com, 631-765-1802 INSPECTION [ ] 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 [ ] RENTAL REMARKS: J 4 DATE INSPECTOR ho�aOE SOUTyo� �11• TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] 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 [ ]' RENTAL REMARKS: u�C z✓ -f�d�' � C Rvolklq At& SCIE& • CIA" A-172 A 0C/ rl ln � o DATE ID D INSPECTO - — pp- �a0FSoUly� wow # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] 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 [ ] RENTAL REMARKS: CB`2�eCl ��r-,�-e� � I"/ -� 51 - � �-DATE �� ��� INSPECTOR rqsf so Lq KLI * TOWN OF SOUTHOLD BUILDING DEPT. °yca 631-765-1802 INSPECTION [ ] 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 [ ] RENTAL REMARKS: &I dnA �C lsji A 0, Z7 0, � 7 4. Ls- 2 ,� DATE INSPECTOR 2 oesouryOlo TI ®fel 1Le-- - * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] 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 [ ] RENTAL REMARKS: ol ° rT�� � O De DATE INSPECTOR � studiopedrazzi architects architecture + design ® EC EDVE August 14, 2023 AUG 14 2023 Building Department Town of Southold RE: North Cottage— Hotel Moraine - Permit # 48244 To whom it may concern: r This letter shall certify that the electrical, plumbing, framing, strapping, insulation and footings have been completed in accordance with the approved plans and applicable NYS code. Regards, ,t R Tom Pedrazzi studiopedrazzi Architecture + Design 917-796-5451 200 W.58u'Street Suite 10C New York,NY 10019 fax/p 917.796.5451 tom@studiopedrazziarchitects.com studiopedrazzi architects architecture + design May 26, 2023 Town of Southold ` 53095 Route 25 Southold, New York 11971 Re: 62005 Route 48, Greenport, New York BP#!- 7-148= Inspection Certificate To whom it may concern: This letter certifies that the enclosed insulation certificates, the buildings referenced therein comply with ASHRAE 90.1. P. Tom Pedrazzi studiopedrazzi Architecture + Design 917-796-5451 200 W.58'"Street Suite IOC New York,NY 10019 fax/p 917.796.5451 tom@studiopedrazziarchitects.com ROCKET INSULATION LLC 65B AIR PARK DRIVE RONKONKOMA, NY 11779 , P:-6317509075 F: 6317509076 www.RocketSprayFoam.com rocketinsulatlon@gmail.com INSULATION & COATINGS Insulation Certificate'. This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to 'manufacturer's guidelines by-..a, qualified installer. Fiberglass lnsulation manufactured by: Owens'Cornine M AY 2 6 2023 Foam spray manufactured by: BASF NORTH COTTAGE. Area Insulated Thickness/Aged R-Value** 2x6 Roof Rafters 5.5" Nominal Closed Cell Foam R37.4 2x4 Exterior Walls 3" Nominal Closed Cell Foam R21 2x6 Crawlspace Ceiling 4.5" Nominal Closed Cell Foam R30 Open Soffits Block Eves For Spray Foam R19x16 Unfaced Fiberglass Foam Seal Door&Windows—Airseal Hilti Foam Sealant Fire-Caulking 814 Hilt! Fs-One Max "Nominal thicknesses are representative df field, spray-applied foam material. R-Value is based on manufacturer's claims 4 Jobsite Address:Sunset Motel'62005 N Road Greenport, NY 11944 Date of Installation:04/18/2023 Building Contractor: North Road Hotel Installed By:-Rocket Insulation LLC -Post Near'Electric Panel- i i syste uffo�k S �5.52626317 .. O�� , pro Southold, N 5\� rOction Services A. ICJ 1 .t' ♦r �I y. Event History Report - Hotel Moraine Start Date: 8/21/2023 12:00:00 AM End Date: 8/25/2023 8:49:39 AM CS#Range 0282355 To 0282355 Event Date — Zone State Event _ _9Additional Info _ Area _User Name�User NoTComment_ 0282355 Hotel Moraine(62005 Route 48, Greenport, NY 119441__.__ _ _ 330.601:SUFFOLK SECURITY SYSTEMS _ _ 8/21/2023 12:44:21 AM E602 A (CIE602-TIMER TEST zone. 0 _ _� �_____ --- -------- Cat: Dealer App Expires: ^`—iY - !Cat: /vale App Ex All 13:1 18/21/2023 11:13:21 AM �ONTEST- Placed On Test I*Test _ Brian Stoma _ Zones I8/21/2023 11:27:36 AM IE320-A �1801 -TROUBL_E (EMF ONLY). *Test Sounder _ - 98 - I 1351 -FIRE TROUBLE(EMF 1*Test N Cottage Sprinkler _ 8/21/2023 12:21:43 PM 1209 A ONLY) Tamper ZONE 209 19_7 -- - T— 1351 -FIRE TROUBLE(EMF !*Test N Cottage Sprinkler �- 21 2 2 12:2 PM 2_ R O_N_L_Y Tam er ZONE 209 7 8/ / 0 3 3 50 09 9 -�_- _- _��- CIR320- RESTORE Sounder Or I - 8/21/2023 12:23:50 PM 98.2 _ R__ Relay Trbl _ t*Test � -' ►`-V_._____._..__�___..__-_____i .8/21/2023 13:13:21 PM 9.8- _ _ TY105-Test Expired _ Cat:APP — —�_ i4—_ 8/22/2023 12:44:19 AM E60_2 A_ _ CIE602-TIMER TEST _ Izo_ne:00 8/23/2023 12:44:18 AM I E602 A u CIE602-TIMER TEST- zone:Ou- 0 ------ -- --]!,zone: -- --- 8/24/2023 12:44:18 AM E60_2 A _ ICIE602-TIMER TEST 0 0 18/25/2023 12:44:20 AM E602 A CIE602-TIMER TEST zone: 0 0 - - Event History Report - Hotel Moraine Start Date: 8/10/2023 12:00:00 AM End Date: 8/31/2023 7:24:12 AM CS#Range 0282355 To 0282355 wEEvent Date Zone State Event Additional Info Area User Name User No Comment ....___..._____._._.-_-_,....._..._.. 0282355 Hotel Moraine(62005 Route 48, Gree_nport, NY 11944) _ 330601: SUFFOLK SECURITY SYSTEMS _ _ _ � - -- Cat:APP Expires: 08/10/2023 15:25:00 All _ 18/10/2023 12:25:44 PM i _ ___ Paul Romanelli !Zones I i r *Test N Cottage FACP j i8/10/2023 12:37:54 PM E110_iA ___�CID110- FIRE ALARM ,Smoke/CO ZONE 44 _ -97 i8/10/2023 12:38:16 PM IR110 R— CIR110 RESTORE Fire Alarm_ *Test _ 97 - f 5IE162-Carbon Monoxide Test N Cotta a FACP 1 g 8/10/2023 12:44:34 PM E162 A Detected Smoke/CO ZONE 44 - 97 I j p CIR162- RESTORE Carbon 18/10/2023 12:45:06 PM R162 R Monoxide__ _ _ j*Test _ 97 _ _ -- ----_"-- -_- CID115- FIRE ALARM MANUAL S*Test N Cottage 18/10/2023 12:50:56 PM_JE115 A PULL STATION _ Station 97 F— — - CIR115- RESTORE Fire Alarm 8/10/2023 12:51:48 PM 3 R115 R Manual Pull Sta. *Test 97 I I *Test N Cottage Bath 2 — 18/10/2023 12:53:29 PM �E373 A CID373- FIRE TROUBLE Heat Detector 97 — uu—~ — f CIR373- RESTORAL FIRE 8/10/2023 12:54:10 PM R373 I R TROUBLE *Test 97 __._.._._ Y_ -- --- -- �-" ;Test N Cottage Sprinkler 18/10/2023 1:02:08 PM E113 A CID113-WATERFLOW Waterflow 212 _ 97� *Test N Cottage Sprinkler 8/10/2023 1:04:11 PM R113 R CIR113- RESTORAL Waterflow Waterflow Zone 212 _ 8/10/2023 3:25:01 PM I _ TY1_05-Test Expired Cat:APP 18/11/2023 5:16:03 AM E602 A CIE602-TIMER TEST - -_ 012/2023 5:16:04 AM E602 A _ICIE602-TIMER TEST 8/13/2023 5:16:03 AM IE602 A^ CIE602-TIMER TEST 18/14/2023 5:16:02 AM E6 2020 A CIE602-TIMER TEST 8/14/2023 9:09:42 AM E625 �A ICIE625- DATE/TIME RESET_ 8/14/2023 9:10:00 AM E305 �A 1850-TROUBLE- LOG ONLY (8/14/2023 9:10:04 AM— E333 A _ 1801 -TROUBLE (EMF ONLY) _— -���— _— ---_- �__ _. --- CIR333- RESTORE Expansion i !8/14/2023 9:10:06 AM j2R333�R Module ___ __ _ /1 _ ____-- - .__._V �8/14/2023 9:10.16 AM _ i ���MSG101 - Email Sent _�-- j Event Date — Zone State Event _ __ _ _ Additional Info — Area User Name User No Comment — —! TTFEMF-TIMER TEST NOT ____ _ _ _ j8/15/2023 7:16:04 AM j { _RECEIVED (EMF) 8/15/2023 7:16:20 AM -_ — MSG101 - Email Sent 18/15/2023 9:08:56 AM E602 !A CIE602-TIMER TEST_ ; 8/16/2023 9:08:53 AM E602 7 A_ - /2023 AM E602 JA CIE602-TIMER-TEST 8/1 /2023 9:0854 AM f E602JA tCIE602-TIMER TEST [8/19/2023 9:09:06 AM E602 A _ CIE60_2-TIMER_ TEST 8/20/2023 12:45:05 AM E625 IA CIE625- DATE/TIME RESET _�—._-------- ----- r-- - — �8/20/2023 12 45 21 AM E_305 iA 1850-_TROUBLE- LOG ONLY 8/20/2023 12 45 25 AM E333 A �— 1801 -TROU_BLE_(E_MF ONLY) 'CIR333- RESTORE Expansion 8/20/2023 12:45:27 AM 2R333'R Module i8/20/2023 12:45_37 AM _ MSG101 - Email Sent — ( -TTFEMF-TIMER TEST NOT 18/20/2023 11:09:07 AM ! RECEIVED (EMF) '8/20/2023 11:09:22,AM_ _ MSG101 - Email Sent 18/21/2023 12.44:21 AM �E602 fA ICIE602-TIMER TEST zone:0 0 — — { --------__ — z------ -- z .0 ------ ---- — --------------- j 1 Cat: Dealer App Expires: {08/21/2023 13:13:21 All* ' 8/21/2023 11:13:21 AM i ¢'ONTEST- Placed On Test 1 Test �Brian Stoma _!Zones 18/21/2023 11:27:36 AM E320_'A 11801 -TROUBLE (EMF ONLY) I*Test Sounder 198 -- J 1351 - FIRE TROUBLE (EMF *Test N Cottage Sprinkler f8/21/2023 12:21:43P_M_ l209 iA _ `ONLY) ►Tamper ZONE209 97 - FIRE TROUBLE(EMF—*Test N Cottage Sprinkle _-- - -- ►8/21/2023 12:23:50 PM {209 �R ONLY) Tamper ZONE 209 97 CIR320- RESTORE Sounder Or I - -- - - -- j 8/21/2023 12:23.50 PM_ 98.2 R Relay Trbl T *Test _ 98 18/21/2023 13 13:21 PM i TY_105-Test Expired_ Cat:APP 8/22/2023 12:44:19 AM I E602 IH CIE602-TIMER TEST zone:0 8/23/2023 12:44:18 AM E602 A CIE602-TIMER TEST zone:0 __— — __.-- 8/24/2023 12:44:18 AM E602 $A CIE602-TIMER TEST zone)0 0 18/25/2023 12:44:20 AM E602 A CIE602-TIMER TEST pzone:0 0 18/26/2023 12:44:19 AM E602 A CIE6_02-TIMER TEST _ !zone:0 {0 8/27/2023 12:44:17 AM E602 A CIE602-TIMER TEST —`^-zone:0` — J 0 18/28/2023 12:44:22 AM E603 A CIE602-TIMER TESTY pzone: 0 _ ~--0 1— j8/29/2023 12:28:37 AM_E E_604 A _TCIE602-TIMER TEST zone:0 0 __ 1 8/30/2023 12:28:38 AM E�'E605 IA F6IE602-TIMER TEST -- zone_0 L8/31/2023 12:28:33 AM E�E606 A CIE602_TIMER TEST , _ zone_0 --_— _ 10___ Hotel Moraine 62005 Route 48 Greenport, New York 11944 NORTH COTTAGE/REC BUILDING METER WITH DISCONNECT LOCATION i r u�oax-x�oaa�ois TYPE 7R INCl06URE DISCONNECT SE ON BUILDING NORTH COTTAGE Y r �r Hotel Moraine 62005 Route 48 Greenport, New York 11944 NORTH COTTAGE/REC BUILDING DISCONNECT WITH PANEL LOCATION PANEL LOCATED ON 2ND FLOOR 200 AMP SERVICE DISCONNECT NORTH COTTAGE �a ' Hotel Moraine 62005 Route 48 Greenport, New York 11944 LOBBY METER WITH PANEL LOCATION PANEL LOCATED IN BASEMENT SW CORNER • k • LOBBY Hotel Moraine 62005 Route 48 Greenport, New York 11944 LOBBY PANEL WITH DISCONNECT y Y r MAIN PRINCIPAL MAIN PRINCIPAL 's Hotel Moraine 62005 Route 48 Greenport, New York 11944 EAST BUILDING METER WITH PANEL LOCATION r. .wea°w�.w T..f.liaOl/M 2,_r pA%Et IN BASEMENT HE CORNER � T gU1L0ING pop + `" �'��.,'�r� � fi'�it• Hotel Moraine 62005 Route 48 Greenport, New York 11944 EAST BUILDING HVAC CONDENSOR DISCONNECT CO%DE%SOR DISCONNECT FROM EAST BUILDING .• s w� FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) ►-� i ------------------------------------ � � C FOUNDATION (2ND) t� O H ROUGH FRAMING& O PLUMBING 1 r r� INSULATION PER N.Y. STATE ENERGY CODE Vb to y'�j CL u S R FINAL p� I yl ADDITIONAL COMMENTS 9- �7-o)a 00 r zz o 5 ' 1'7-23 Pi rv� — , Q S ���� Qnq e- and re la c e- e -f-r lq 23 74-LB MY Ala V�c c# 523 ti I<ao -A H N ° x i d 1 'd �H 4o�gt}fFQtq o:: TOWN OF SOUTHOLD—BUILDING DEPARTMENT N x I Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnN,.Lov Date Received APPLICATION FOR BUILDING PERMIT UD F r Offlce Use Only AUG Q 12022 PERMIT NO. Building Inspector: BUILDING DEPT 1 Applications and,�forms must;be filled out'•in their,entirety :I_ncomplete ; ®�JN OFSOUTHOL4 applications will not be accepted:`Where the Applicant:is not the owner;an Owner's Authorization form(Page 2)shall be completed: Date:August 1, 2022 0WNE9(S);OF:PR00ERTY: Name:North Road Hotel LLC SCTM#1000-040.00-01.00-001.000 Project Address:62005 Route 48, Greenport, New York 1. 1944 Phone#:(914) 582-7861 Email:danielpennessi@gmai1.com Mailing Address:43 Appleton Place, Dobbs Ferry, NY 10522 ' CONTACT PERSON = Name:Daniel Pennessi Mailing Address:43 Appletone Place, Dobbs Ferry, NY 1.0522 Phone N914) 582-7861 FEmail:danielpennessi@gmail.com DESIGN PROFESSIONAL INFORMATIONi Name:Tom Pedrazzi (studioPedrazzi Architects. .) MailingAddress:200 W. 58th Street, Suite 10C, New York, NY 10019 Phone#:(917) 796-5451 Email:pedraz4074@gmaii.com CONTRACTOIt'INFORMATION - Name:Sergio General Contracting Corp. Mailing Address:42 Sherma Street, Port Chester, NY 10573 Phone#:(g14).804-2022 Email:sergiocontracting@hotmaii.com ,'DESCRIPTION OF PROPOSED CONSTRUCTION-• ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $10,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 , PROPERTY.INFORM ATION, Existing use of property:Hotel/Motel/Resort intended use of property:Hotel/Mote.1/Resort Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Resort Residentail this property? ❑Yes ONO IF YES,PROVIDE A COPY. d?!Check Box After Reading: The owner/contractor/design'professional is responsible for:all.drainag6 and storm water as provided by Chapter 2 ill of the Town Code.APPLICATION IS HEREBY MADE to the•Building Departroent,for the issuance of a BuildingPerrhit•pursuant to the Building zone •Ord'inance of the:Town of Southold,Suffolk,t county;New York and other applicable`La'ws,Ordinances_orRegulations,for the construction.of buildings,; additions,alteratlons or.for'removal or demolition as herein described.T_he;appiicant agrees to comely with all aopiicable.laws;ordinances,building code, housing code and regulations and to admit authorised insoectors.on premises and in buildingis).forriecessary�inspecfions:False statements made herein are punishable as a Ciass'A misdemeanor pursuant to'Section 210.45 of'the New York3tate Penal Law. Application Submitted By(print name):Da n iel J. Pennessi ®Authorized Agent Downer Signature of Applicant: Date: August 1, 2022 STATE OF NEW YORK) SS: COUNTY OF Westchester ) Daniel J. Pennessi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe member/corporate officer (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 St day of August ,2022 Votary Public DANIEL SCHUYLER P ,State of New PROPERTY OWNER AUTHORIZATION Not ReguNIo.ic 01SC5084025 oils Qualified in Orange County (Where the applicant is not the owner) Commission Expires August 25,2025 Daniel J. Pennessi 43Appleton Place, Dobbs Ferry, NY 10522 I, residing at as President of North Road Hotel LLC Daniel J. Pennessi do hereby authorize to apply on my behalf the Town of So hold Building Department for approval as described herein. zi4l"Iq) August 1 , 2022 Owner's 61 ature Date Daniel J. Pennessi Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 7, 2022 TO: Daniel Pennessi (North Road Hotel LLQ 43 Appleton Place Dobbs Ferry,NY 10522 Please take notice that your application dated November 2, 2022: For permit to: construct a deck addition to an existing building (in conjunction with BP# 48244) at: Location of property: 62005 CR 48, Greenport,NY County Tax Map No. 1000—Section 40 Block I Lot I Is returned herewith and disapproved on the following grounds: The posed deck addition, on this conforming 141,622 sq. ft. parcel in the Resort Residential district, is not permitted pursuant to Article XXII Section 280-116A(1) which states; "All buildings or structures located on lots upon-which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows the proposed construction at 31.5 feet from top of bluff. Autho ' gnature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. -wip ft �S -16 1 zr✓X ci, guFFOtq• ; 1; N TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.y.gov _..' FIRE PROTECTION SYSTEM PERMIT Date Received A LICAT'I r0ffice Use Only DD PERMIT NO Building Inspector P [JUL 1 5 2022 Applications and4orms'must be filled ouut m,their entirety Incomplete t �'• apphcatto"ns will not be accepted WORK IS NOT TO BE STARTED prior ., x{ BUILDING DEFT a ,k to_athe approval;of plans4nd issuance=of a permit TO"yN OF SOUTHOLD3 Has a building permit been obtained for this project? 9 Yes ❑No If yes,building permit# Date:07/15/2022 PROJECT INO.RMATION : �` � � , Project d A dress:62005 Route 48 SCTM# l000- city:Greenport_ _ zip:11944 } NTACT P CO ER SON,INFORMATION Name:Dan Penriessi Mailing Address: Phone#014) 582-7861 Email:danielpennessi@gmail.eom Preferred contact method(select one): ❑Phone DEmail CONTRAGTQR INFORMATION:, Name:Sentry Contractor License#:RP-45700 Mailing Address 735 Flanders Road, Flanders,. NY, 11901 Phone#:631-723-3095 _ Email:Sales@sentr _n _.co�mµ _ OPE� .. _ OF WORK Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Iristitutional ❑Mercantile ❑Residential ❑ Storag ��. Art, Descrtptton of Work 1Nest"Bulldlrl South Cotta e'&N:o h�Cotta 'New System ❑ Existing System Modification Sprinkler/Standpipe/-Water'Supply Ftr`e Alarm/CO Detection Systems Other Fire`Protectton Systems (Check a 1 (, pp y)_ (Cleck.all.that apply) (Check all tliat apply) W NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean pe ❑Supervising station Agent Number of sprinkler heads: 0 W ❑Central Station ❑ Kitchen hood/exhaust El Other Floor Area(sq. ft.): __. 1 o . 0 Check BOX After I,the undersigned;understand thatihe issuance°of a permd for.fhe type which?is hergm applied for is based on .. the agreement to conform to all regulations end;regairements.I further understand.that nou-compliance of said requirements,by myself or`any'offcer of .'employee of the'firm or individual listed as the.applicant on this,forin shall be'cause for,r6ocation of said'permit.Upon°revocation ofsaid permit the �•`- `"applicaut,or,any.employce of the applicanUshall be prohibited�to conduct such,wor`k for which«this permit wusaissucd.•The reissuance.of a permit shall be.?a based upon review of the circumstances leading to-the revocation Any false staiement(s)'made he em are p`umsliable as a Class A m�sdemeanor�pursuaut: ato:,$echo`n 21U 45 ofsthe"Penid,LaW n Application Submitted By(print name):IA M;Vubtho .•.,.; razed Agent ❑Owner Company(if applicable): , Applicant Signature: , , Date: FiRE'PRO EC ION 9;1 STEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application•yonly:aft rirevieWir gTthe requirements for the specific permit for which you are applying(click the applicable link below). ® FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES o FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES o FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. tFOR OFFICE USE-ONLY; Alriount Pald Check ,Permtt No' Date Exp Date 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson *Zf SO ,�� 53095 Main Road• P.O. Box 1179 Patricia Acampora �� ®�� Southold,NY 11971-0959 Eric Dantes i Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) i0ou ,� � S 1 11:30 http://southoldtownny.gov ZONING BOARD OF APPEALS A P R 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 AOUk d"To C erk FINDINGS, DELIBERATIONS AND DETERMINATIQ MEETING OF APRIL 20, 2023 II IUl I� ZEA FILE#7756 APR 2 S 2023 DU i NAME OF APPLICANT: North Road Hotel, LLC IJUILUINb rat-PT PROPERTY LOCATION: 62005 County Road 48 (Adj. to the Long Island Sound), Greenp(3rt" U R0FSOUTWLD SCTM#1000-40-1-1 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 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated January 12, 2023 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: This,application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 31, 1023. Based upon the information provided on the LWRP Consistency Assessment Forn submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. This determination was made with the following: recommendations; 1) the proposed deck shall not protrude further seaward than the existing deck on the cottage,and shall not be located within the Coastal Erosion Hazard Area, 2) existing vegetation landward of the top of the bluff should be included as a vegetated buffer. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 141,622 square foot parcel located in the Resort Residential Zoning District. The northerly property line measures 197.57 feet and is adjacent to the Long Island Sound, the easterly property line measures 329.37 feet and southeast at 176.86 feet (total 506.23 feet), the southerly property line measures 319.62 feet and dips south 30.38 feet(total 350.00 feet) and is adjacent to County Road 48, and the westerly property line measures 600.17 feet. The property is improved with a one-story frame residence located at the southwest corner of the property; a two-story frame motel noted as building No. 4 located north of the residence on the westcrn side of the property. East of property No. 4 is a one-story frame building No. 3 with an inground swimming pool located in the rear of the building,to the east of building No. 3 is building No. 2 a two-story frame motel. A one-story frame cottage is located in the northeastern corner of the property as shown in the survey map prepared by Nathan Taft Corwin III, LS, and last revised December 14, 2022. BASIS OF APPLICATION: Request for Variance from Article XXII, Section 280-116A(1) and the Building Inspector's November 7,2022 Notice of Disapproval based on an application for a permit to construct a deck addition to an existing building(in conjunction with BP#48244); at 1) located less than the code required 100 feet from the /6 Page 2,April 20,2023 #7756,North Road Hotel SCTM No. 1000-40-1-1 top of the bluff, located at: 62005 County Road 48 (Adj. to the Long Island Sound), Greenport,NY. SCM#1000-40- 1-1. RELIEF REQUESTED: The applicant requests a variance to construct a deck addition to an existing building (in conjunction with BP#48244). The proposed deck addition,on this conforming 141,622 square foot parcel located in the Resort Residential Zoning District, is not permitted pursuant to Article XXII Section 280-116A(1),which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows the proposed construction at 31.5 feet from the top of the bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 6,2023 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 4267-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. The property is an historic property that has been used as a hotel/motel since before 1960. The property located west is also a resort property. The area surrounding this property has other resort properties and the use of the property will remain the same. 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 subject cottage has always had an attached deck on the seaward side and the proposed footprint for the replacement deck is virtually the same.The proposed 195 square foot replacement deck will be used by all guests of the resort property. The cottage has a non-conforming bluff setback so any additions to the seaward side will require variance relief. 3. Town Law$267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 68.5%relief from the code. However, the new deck will simply replace the old deck located on the north of the cottage and then wrap around the side of the cottage. The northerly footprint will remain the same as it has been for many years. The new deck will be more conforming and safer. 4. Town Law 4267-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 not been self-created. The zoning has changed, and this property and its' buildings have existed since before the 1960's. The code change now requires a variance for buildings and structures located on lots upon which there exists a bluff landward of the shore or beach shall be setback not fewer than 100 feet from the top of the bluff. 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 new deck 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-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to Y Page 3, April 20,2023 #7756,North Road Hotel SCTM No. 1000-40-1-1 GRANT the variance as applied for and shown on the survey map prepared by Nathan Taft Corwin III,LS,and last revised December 14, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall seek approval from the Town of Southold Board of Trustees for a Wetland Permit. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully J Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, 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. TIME LIMITS ON THIS APPROVAL: 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 it 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before.the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Plananiento(5-0). eslie Kanes Weisman, Chairperson Approved for filing / /2023 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman Chairperson QF SQUl 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes ; ; Office Location: Robert Lehnert,Jr. c�;' a', Town Annex/First Floor Nicholas PlanamentoD, - O 54375 Main Road(at Youngs Avenue) Southold,NY 11971 �OUM`lN http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 June 5,2023 Daniel'Pennessi North Road.Hotel,LLC 510 Navy Street Orient,NY 11957 Re: De Minimus Request,File#7756 62005 Route 48, Greenport SCTM No. 1000-40-1-1 Dear Mr. Pennessi; We are in receipt of your correspondence dated June 1, 2023 requesting a de minimus approval related to ZBA determination#7756, dated April 20, 2023, in which an area variance was granted permitting the construction of a deck addition to an existing building. According to the ZBA decision,the existing deck on the north side of the building was to remain untouched and in place. - In your email, you explain that the existing deck showed rot,was in substandard condition,and could not be safely repaired. Consequently you demolished the existing deck and replaced it with a new deck of the same size and with the same setbacks. I have reviewed your request and the photographs that you submitted, and have determined that the change as depicted is de minimus in nature. Please submit to our office two.updated and,signed surveys indicating the deck replacement; and contact our office if you have any further questions or concerns. S. .`erel. .1zb 1-a Lcia, Leslie Kanes Weisman, Chairperson �� (` ' ,_s cc: Building Department -� 'JUN - 7 2023 1 t' i NORTH ROAD HOTEL LLC 510 Navy Street Orient,New York 11957 VIA EMAIL June 1, 2023 Zoning Board of Appeals Town of Southold 54375 Route 25 Southold,New York 11971 RE: Variance No. 7756 North Building at f/k/a Sunset Motel, 62005 Route 48, Greenport,New York 11,944(Tax Lot 1000-40-1-1) - Request for a de minimus change determination Dear Members of the Zoning Board of Appeals: On April 20, 2023, the Zoning Board of Appeals ("ZBA") issued Variance No. 7756 for the construction of a deck addition to the West side of the above referenced building (the "New Deck"). Said building was already improved by a deck on the North side (the"Existing Deck"). On May 17, 2023, the Board of Town Trustees issued a Wetland Permit for the building. The initial plan was to re-skin the Existing Deck during construction of the New Deck. Upon commencement of construction of the New Deck, it was determined that the Existing Deck was rotten and in sub-standard condition. Please refer to the enclosed photographs. Given our schedule (we are accepting our first guests on June 4, 2023) and the need to hydroseed the lawn in anticipation of opening,we had all necessary lumber.delivered to the site and replaced the Existing Deck in accordance with current building codes. Most importantly,the Existing Deck,as replaced, is the same size as the Existing Deck prior to replacement. The undersigned hereby requests that the ZBA make a de minimus change determination with respect to the replacement of the Existing Deck. Thank you for your prompt attention to this matter. We look forward to opening! Very truly y u s, Daniel J ennessi,President Enclosures. �y,f. � � •gip_•• e°� ' >'�'4�i •y 1�- � v � i Ll��e y � S - a. 1►i ! fi. t - � � ✓ �Wit. `, u k tb`"•`i - �� !' ` lk1 ' Glenn Goldsmith,President a`�0f SO(/ry i Town Hall Annex A.Nicholas Krupski,Vice President ® ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski 4 4 Southold,New York 11971 Liz Gillooly G Telephone(631)765-1892 Elizabeth Peeples • �� Fax(691)765-6641 July 24, 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Daniel J. Pennessi North Road Hotel LLC 510 Navy Street 1 Orient, NY 11957 RE: 62006 C.R. 48, GREENPORT SCTM#: 1000-40-1-1 Dear Mr. Pennessi: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 19, 2021 RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10383 for the replacement of existing +/-192sq.ft. deck and railings; and as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated June 6, 2023, and stamped approved on July 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. L If you have any questions, please do not hesitate to contact this office. Sincerely, i Zicholas Krupski Vice-President, Board offrustees ANK/dd APPROVED 6Y f J E F I V E!i 111 BOARD OF SE I RU S SURVEY OF PROPERTY u AIN 9 '�Jul TOWN OF SOUTHOLD SITUATE . DATE aua/la,71 GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 1.._._ S.C.TAX No, 1000-40-01-01 SCAS[1•=30' Imw4N•10.So Allilll]0.102111 Rura,"`E ioif ur"`toa°Lsmn/n�o�°mowsm smut Dcmem rowu m s—W ADD HDD camasm Dml aunmH sump rofl RDa d� Qus#AsHm.is�UrwY '4 Do rz uq 1251 e. �O aqT NORTH CERT1 THE NORTH R0A0 H08CL LLC Off, OR BANK,ITS SINSURA 0RH ANO/Ofl ASSIGNS 1N_ ACCRO MLC INSURANCE INC. Y �O• ACCRf013CD MLE A88NCY,INC. U01 � 1p /� x.J � � � / �nT�a! 'a '�'� BW/DfNC COV£R.ILH OVHB BU/LOAB(d IqT !D�OWl�50UYHOlO umaH�MVuI IIo1w d i , f '�'yam-`f D6cmn0x p15. '.f �Op •?f%�,'' �'�' i d�}�i, ,'ll III i/>•u�/'i'®4-I'\;J��� , C�tr ��•� ylo•art S.Iv _��?4 1 / i `�• � IYV %;.� % < ✓�4 \y Tie Sri � .v O � ✓ OY rya 5.��,✓�` ''�. a� ,v y 4Eteg2 �wy/ �, � .�\'•°l /yam �/ 1 � e� S MR x' k r 9A x 8 `8 a MIRA— Nathan Taft Corwin III Land Surve or J ' tom' '��1 r rs. ':.. .,lq „yJ - �'�. .r h`; rr5{� •_., ,,..Y' � .� .•�':�,� 't .'- • r � � `C 4 .. BOARD OF SOUTHOLD TOWN TRUSTEES !` ( SOUTHOLD,NEW YORK PERMIT NO. 10383 DATE: MAY 17,2023 E ISSUED TO: NORTH ROAD HOTEL,LLC r: sj• PROPERTY ADDRESS: 62005 C.R.48,GREENPORT - E SCTM#1000-40-1-1 t � 4 - ' ` t AUTHORIZATION , , Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in .I accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17. 2023,and in j consideration of application fee in the sum of$250.00 paid by North Road Hotel,LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the s following: C Wetland Permit for the as-built f800sq.ft.amenity building and to resurface the existing ' f +192s .ft.deck and railin s and construct an additional f240s .ft.deck addition with railings, 9 l; � q ADA compliant egress ramp and steps to ground;install irrigation; install stones;with the l condition to establish and perpetually maintain a 15'wide vegetated Non-Turf buffer running along the entire length of the top crest of the bluff which encompasses the as-built vegetated berm;the inclusion of the boulders that are located to the east of the berm,and that any l+ f irrigation that may be utilized within Trustee jurisdiction be-removed after 18 months;and as j depicted on the survey prepared by Nathan Taft Corwin,III land Surveyor,last dated May 19, 2023,and stamped approved on May 25,2023. f. N WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and tt these presents to be subscribed by a majority of the said Board as of the day and year first above written. I lie � r f 1 Og1�t: QJc . J .,,yam^ :>• h '{F.} ,.i;,} .,. ,...." iQ=' .,; ,,r. .• '�. ttf.'1' �, i • Glenn Goldsmith, President �Q� SO Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`®� ®�® P.O.Box 1179 Eric Sepenoski l�RE Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 t_ c®UNTV,� L� L..dP C BOARD OF TOWN TRUSTEES NOV 2 0 ���/ r, 2024 tK,„' TOWN OF SOUTHOLD E asfil `r�€A "op,ar's:- nt CERTIFICATE OF COMPLIANCE #2200 C Date: November 20, 2024 THIS CERTIFIES that the as-built f800sq_ft amenity buildingand replacement of the existing ±192sq ft deck and railings and construction of an additional f240sq ft. deck addition with railings, ADA compliant egress ramp and steps to ground; installation of irrigation; installation of stones; establishment and perpetual maintenance of a 15'wide vegetated Non-Turf buffer running along the entire length of the top crest of the bluff which encompasses the as-built vegetated berm; the inclusion of the boulders that are located to the east of the berm and that any irrigation that may be utilized within Trustee jurisdiction be removed after 18 months, At 62005 C.R.48, Greenport Suffolk County Tax Map#1000-40-1-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 6,2023 pursuant to which Trustees Wetland Permit#103 83 Dated May 17, 2023,was issued and Amended July 19,.2023, conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built f800sq.ft. amenity building and replacement of the existing=i:192sq ft deck and railings and construction of an additional:h240sg.ft. deck addition with railings ADA compliant egress ramp and steps to ground; installation of irrigation; installation of stones; establishment and perpetual maintenance of a 15'wide vegetated Non-Turf buffer running along the entire length of the top crest of the bluff which encompasses the as-built vegetated berm•'the inclusion of the boulders that are located to the east of the berm and that any irrigation that may be utilized within Trustee jurisdiction be removed after 18 months The certificate is issued to NORTH ROAD HOTEL LLC owners of the aforesaid property. Authorized Signature SEP c, �€OLx BUILDING DEPARTMENT-Electrical Inspector ISS C,d� { TOWN OF SOUTHOLD C',_. _- o ="` Town Hall Annex- 54375 Main Road - PO Box 1179 } Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov- seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/22/22 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel ( North Cottage ) Address: 62005 CR48, Greenport, NY. Cross Street: Chapel Lane Phone No.: 914-582-7861 Bldg.Permit#: + email:danielpennessi@gmail.com Tax Map District: 1000 Section:40 Block: 1 Lot:1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Removing the existing Overhead service and installing a new Underground service. Square Footage: Circle All That Apply: Is Job ready for inspection?: ❑ � YES 0 NO Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service SizeF&-/I1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 98436048 ✓❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals PI 1 R2 H Frame Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION a $ ia5 0 01r( � r &V 3 SEP �. g�SUfFQCCo BUILDING DEPARTMENT-Electrical Inspector Sil li*1 TOWN OF SOUTHOLD N x ; Town Hall Annex- 54375 Main Road - PO Box 1179 M1 Southold, New York 11971-0959 �j Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa)-southoldtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/22/22 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY.11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel ( North Cottage ) Address: 62005 CR48, Greenport, NY. Cross Street: Chapel Lane Phone No.: 914-582-7861 Bldg.Permit#: to 25 a+q email:danielpennessi@gmail.com Tax Map District:. 1000 Section:40 Block: 1 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Removing the existing Overhead service and installing a new Underground service. Square Footage: Circle All That Apply: Is job ready for inspection?: F i YES❑NO [:]Rough In ❑ Final Do you need a Temp Certificate?: a YES ❑NO Issued On efflaA�kj q Temp Information: (All information required) Service Size-11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 98436048 W New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals ✓ 1 Fj2 H Frame D Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION � 1 PERMIT rl Address: Switches Outlets GFI's Surface Sconces e / H H's UC Lts G . f Fans Fridge HW Exhaust Oven WAD 1 Smokes DW 1 Mini I Generator Micro =arbon - =ombo 1 I Cooktop Transfer n Service Hood Have Usec Amps m pp s�� -pecial: omments G i C Long Island S oo ����irt0y� ©/J 7 Sunset Hotel ,' :!:. ;:;,•.;�:j,j`/''/.� / O ,/y�G„� studioPEDRAZZI Architects Propos dPool de N Separate P it �o pposed Work Under ng Permit#47148. ' Propose , crease Roof j . Lawn Extension(5- O r \B6. Pool 0�0 4 £ f 1 nv •E - o cs• Parki Lot a �, MCMECr: a 5 gwoPEonamacM�.v,e.o� z0C jLt ork.NY t Sete IOC,New Yak NY 10019 (NI ph-212M1.1978 / Main En j CR48 `'o \ Site Plan \ Woiais,.- onta msa.zz oreVm w aun Y � 3 �C[iaie , ste A-100 i j1tGaest om) r.ma• sam r.za-0• NORTH ROAD HOTEL LLC 62005 Route 48 D E Greenport,New York 11944 AUG 0 12022 U0 August 1, mall '""U pF�p(D7Epr "" 6LD VIA HAND DELIVERY Southold Building Department 54375 NY-25 Southold,New York 11971 Re: 62005 Route 48, Greenport,New York 11944 (the"Property") Application for Building Permit(North Cottage) To whom it may concern: Enclosed herewith please find the following items to facilitate issuance of the referenced building permit: •Four(4) sets of signed, sealed and stamped plans prepared by studioPedrazzi Architecture+Design, 322 Montauk Hwy, Water Mill,New York 11976 •One (1) copy of the survey prepared by Nathan Taft Corwin III Land Surveyor I can be reach at (914) 582-7861 and danielpennessiggmail.com. The architect is Tom Pedrazzi. Tom can be reach at(917)796-5451 and pedraz4074ggmail.com Very truly yours, Dankt J enne'soi Enclosures. NP � at'Sha.a�� �� � Ian 11 ^�.'.�a..�r, Proleet Sunset,Motel—Recreation Building , Date 8/10/22 re ss- 62005 CR 48 Southold kaSTMm 40-1-1 tem# Ttem Na e/Bescrrptian Code Refere ee , Item#1 Sliding doors(power operated?)to comply w/BC 1010.1.4.2,provide specs. B Item#2 Show a schedule of interior wall and ceiling finishes. E Section 803/ EBC 802.4 Item#3 Provide exit signs and emergency lighting in accordance w/EBC Chapters EBC 805,905 805&905. Item#4 Provide manuf.specs of proposed gas fireplace. jjFfA lam►' Notes 1'v�l 6N a- i EBC1011.4.2 Means of Egress for Change of Use to an Equal or Lower-Hazard Category Where a change of occupancy classification is made to an equal or lesser-hazard category(higher number)as shown in Table 1011.4,existing elements of the means of egress shall comply with the requirements of Section 905 for the new occupancy classification.Newly constructed or configured means of egress shall comply with the requirements of Chapter 10 of the Building Code of New York State. Exception:Any stairway replacing an existing stairway within a space where the pitch or slope cannot be reduced because of existing construction shall not be required to comply with the maximum riser height and minimum tread depth requirements. 802.4 Interior Finish The interior finish of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the Building Code of New York State. Exception:Existing interior finish materials that do not comply with the interior finish requirements of the Building Code of New York State shall be permitted to be treated with an approved fire-retardant coating in accordance with the manufacturer's instructions to achieve the required rating. 802.4.1 Supplemental Interior Finish Requirements Where the work area on any floor exceeds 50 percent of the floor area,Section 802.4 shall apply to the interior finish in exits and corridors serving the work area throughout the floor. Exception:Interior finish within tenant spaces that are entirely outside the work area. Easton, James From: Easton,James Sent: Wednesday,July 20, 2022 3:38 PM To: Icondoneng@optonline.net'; sales@sentryny:com Subject: RE:Sunset Motel.Sprinkler Plan Review RE: Sunset Motel Sprinkler Plan Review 62005 Route 48 Greenport,NY Good afternoon, Sprinkler plans were provided for all of the Sunset Motel buildings. The only building with a permit at this time is the East building(Motel building#1). Please do not start work on any other buildings without a permit. Please p vide the following: Cross section of sloped attics/sloped ceilings of all relevant buildings showing structural member/ ceiling construction and sprinkler layout. Sheet SP-2 Lobby sprinkler plans—the spacing of the two sprinklers in the rear outside covered patio area appear to be over-spaced(16') and too great of a distance from the walls (>7.5'). Vd Updated hydraulic calculations for the East motel building(Motel#1, Building Permit#47148) reflecting the attic sprinklers. Attic sprinkler plans and calculations were not included in the original submittal. Thank you! James Easton _ Fire M , own of Southold �S%IFF04C jai dtownny.gov (W)631-765-1802 PRIVELEGED AND CONFIDENTML COMMUNICATION CONFIDENTIALITYNOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please note the sender immediately by e-mail and delete the original message. 4 p / t dl� f V 1 SDR DIA.SANITARY PIPE 1/8'PER FOOT MIN. CONC TE LEACHLNG POOL DESIGN AND CONSTRUCTION PVC WASTE UNE DETAILS CONCRETE SDR 35 COLLAR F.T.0 IMMI FRANE @ COVER HOUSE STOPPER W/APPROVED LOCKING DEM F.F.EL 4LI Y' ENO PLUG TO WEIWEIGH601BS MR OR 2O' VA OWTS General Rewbrnimis SECONDARY SAFETY p-BOX W/ fIEAY/DUTY LOCKING UDS/OEMCES TO BE PROVIDED LOCKING COVER CAST RON COYFA 1.MFWkrehall pnM&,.mNflutlona Me lnatall,afnnd-alien 11A.W.M.•73)fruna PROFESSIONAL ENGINEER OR EL. 2 40' EL 42 M GRADE " REGI9TFlaEO ARCHREOT for Onn appmvaaMeabm ay I.E. EL.41.3' N.o' 2.TMftialar a VAOWESmustWdacurrent U4MashLlmnsOPasuanWtbC PW563A OMI(SepEnlMMW -- 8'min. 7 MIN. MIDI • Businaseasland EndasemmlJ 0m aiheeM AllamaawTmatrrcnl Syabm Msta0eltiXegnare S oa uMkCdy T 2 MAX Oa I pWbnenl Pl Lebon Umnsing entl Consumer Analm,pureupnlb SURak Calmry Code$SS179D0(JA TM1e DepaNnonl .E. I.E I.E. .. 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SMGLR LTTI'CONCR6TB SH,"TICTANK B.TheVAOWTS tank shell be lnetanM allPva In all arectlma(MNamaxMum laelslmmany tlneeagn a.lere n/ F I- RuartmbM)onaminhmrmOWh WG sea of plopeaY levtladeM mmpanM svtl(freefmn rea,a)apes l7a+e LL CAN 7 1:NE 9.Thelop of be VAOWfStank eha0 not pe lomse grealerman 2.S feelulesa ban Nreleol Mkfwarel gmtla Q �R' EXCAVATION INSPECTION REQUIRED Qo FOR SANITARY SYSTEM �� FeC°�Re°d Z ¢on 1.Contra�anas DOBY HEALTH DEPARTMENT "vul am npmea b arem in s a6 eymanam a mnvaesn aceen ance nmma NeVonel ElecVic Cotle(NEC)e1W brel mass O' 0.Themnlg Dance pmanes Dams Meadeonnan-pMm,alnearama (weleaftervm. �Os �O•D44B4O N,emaVd maparel Dad may ee mmnlea on an miska wall orme sNrtUw(pmraratl9aeMiry A and no 1alldfgapam) f ryGFE3$T�•' Tlar Ana Panel alai!be paced at a mmrorlade IeigMhramesa. 'f savr d.mapans Maomeet Meprelil-sad Manuf tg Ae ndMel(NEMP14%speafltee 1� � BILL OF MATERIALS (V I�✓ �'•�'°'^ �sw '" t.Ms taml anon tie viupe.M.e denig nralt 1.9 ysaann rerromrpa .Mfiumnd 1 panel m)unclbn ernes ullr.,REm 1 Ys ga0paa Ysem pymin9 cn wB acawleaudtle aM ruNteN�ern Yisun namb batmn ee me6l aM heals Me IUat Mibb BeN9Q ,10 rOP r 2.PumPsg0 Ass- ThaAearieal junction ern aarlrg me pump moor aM fleas men W w sga Ma lomsd Mande �A '•"°� y v 1 Me VA OWTS tank Mamba. ?�ti •wi b.The Oap-nam shall observe Me pwnp ayatem opende INough o normal opeanrg Was. ®4� � y� ��?�\i.,� �,.�7� ' �.�, c.ImPecaon fa leakage atla(uLe main llfirlgs vrip Wa madedurag aye pvnptnlpro Wre. ] A a� General Construction Notes 1.Lo AREA 141.Im sFOR3]s,ACEu / • oNn w co.- a ��.� 2.SCrNa 1ppD4Da1a1 /�I f. �B e��a1 P]] I hydcllsd oe/a1/rr Hw-t0005] ]fiOUOARY NIO TOPOGMPMCINFORWDO.N FROMA SIIRVEYEYNAiIV NTAFT WRWINLVabUfNEYpLIas,OarcG p eEJ� y ale-ELEVAIMS REFERENCED TO-se OATUM /( F� 4.ALL MTrER1AL3 AND NETHOUS OF CONSDtUCrl01t SHALLCb60RMTOTHE SfANOUOSANO SPEbRGTOMS PANfl a We / • 1N. LOW.R Za- OF HEroNW OF SOURIOLOANO THE SUFfOLNCOUNTY PEPMINDITOF HEALTHSERWCESASRmMRm ]KENO a.THCFTN mOGFSOLFlEm VERIME LOGDONANOOEPMOFALLUr6nIE5PSmro ccei NTOFLYOf ti..O.-FORI5A0N5EDALLaUBSUIffACEWmAWT10N 5HOAM ON r11ESE � / ��a)•i /Y;`V fj- ��R�ro� POLYLOK 11" PLANS IGCONCEFNAL PTO NUSreECONFOiWmACCOROWGLY IN THE FIEm. •�'y� .y OISTR)BUDON BOX fi.T14:COHTRACFOR SHALL SERE5PON51alEFOREEOIbsm-KCE-PERkOTS 0FtECOLMENLTNG LOfXING CG4ER WORK °A - I fib• / /i� r p� A��d \ y. ; FROM OWLS �rO LEACMNC EfEtOs r.-uNSURAaIEMATERIALMIOOEInas SHALL I1EbEPO.SmOFWACCORONOEwr1NTOMM.000Mrv.s- O� ANO FEOERPL IAWs.COOESANOOROINANCES.COHTPACTORSMALLOE RESPONS®IE FOR MSM-G OWALL sF®sauei �a�F 4P �° tie° / .�� g. yob � uNsuuAa.E cwTEwAIs oFF STE.I>EawsslMuxoreElwwmox THEsrtF. '00• Q�4A b 1."ley PROVIDE SPEm LEVELER a .J • \ to ON CACH OURET NLPRECASTSrRUCrURES SHALL 9EAPPROVEO BTTHE COUHIYANOCOMPLYwmf THEW(a=OW.DONS NAC ! f ,g0 P. 12'Mldr UNOERORAIN FILTER NA rERIAL TmE I 9.ALLPRECASTSmUCNRE35HALLBEMANUFACNREDWRH3.030PSIM STRmOTHCb1CREfE re sPnc RES �®m_rmPat"�a,uR^'� P t1 y(`/,u 444/////// m/�I iII(� /I I /�I lI/`'��8`,�W` :9C''i4I:•rs- �'8 '�4O e\. � '�d• \ �./�B s' a4• p Rq/5E,1pAprnp WfIUA M DmRBAAbW GT aL wL ASMRroAp TLxBEET SImEa J E1 rCPI Dv cG]lRorINuNaA E mR Wo nC A LP MWEUac POLYLOK D-BOX DETAIL ,1.OURING . M OMONMAC FD 095%NBAEAGMVRM O0ENAs NECAT HE OP M neeaaORT0FsEoFfTroO9As.1PoMa.1XMGWHNMMS N UO N.T.S. MUSEManu mE MESSu CoWFORMTONWRKGuOEUNESF0i1ObNmaeWcOamn01_ 2ELECTRIC RISER DIAGRAM Is.LLCOVERSOMTWxR N LLW^IHP..L 1 ZWJ ON.T.S. CLEAN OUT DETAIL GROUND MANAGMENT ZONE IV w JZFo /MOTE PCbPANE SANITARY SYSTEM DESIGN � gONg HNWENOUSERWN6a_"E5 N.T.S. OI ?'4 h65�y� PROPOSED LOBBY BUILDING C.J Z m m 1ST FLOOR 1232sf X (DRY STORE) 0.03 = 36.96gpd SUNSET MOTEL 0 D FI Rr AIR PUMP ELEVATION ; �`e� ` •'' .._>^�''"�- � a� ✓� [�` BASEMENT 200sf UNFINISHED 62005 ROUTE 48 LL' OnU. X tO a GREENPORT USE: ,NY = o GO eA�r :P ado y. s✓ ®�• a' '�\`� ` HYDROACTION AN 400 = 440gpd SCTM#1000-40-01-01 W a a_ • � ,v �`.` '"`�;��- :� y J �"` �E. `;' AREA FOR HEALTH O aA 'y 6 '�• �:• '� ''' LEACHING DEPARTMENT APPROVAL STAMP ��ay4� B \� [1] 8'dia X 12'deep LEACHING POOL ma we msr4u w.lb Mrn'a av.nemaa' M'n`o' -2•s 4�a'{o�a •-.`< \ [1] 8'dia X 12'deep EXPANSION POOL SuffolkCounryDepaRmentofHealthServlces 0 n.r 9i11'"'re + Qoy ' S ✓ Appmalfar Construction-Other ThanSingleFamily d.••PN� r� 'u �" 'p ad \% REMOVE ALL UNSUITABLE SOILS BELOW THE LEACHING Reference No. C-22-0175 Design Flow 48 +C Aa KA�maff ao-g - � � ��� � POOL TO THE SW SOILS 60' BELOW GRADE - BACKFILL ? F _ e,I 1.600 sf Lobby BuB ling SR'� I �� WITH SAND & GRAVEL hinic plans have been reviewed for general conformance with Suffolk'""�,ae 10 sNue aAia '� arse Ar Do o vow > ® .� County Department of Health Services standards,relating to water,y e,� a� �k:;< o� ALLOWABLE SANITARY FLOW (DENSITY) 6 pp,y and save disposal. Re Regardless of a omiAmist ov:vrmcM w1i1°as.w.ro agog a inronsistencies or lack of detail.construction is required to be be) i ���� _ °� i•��• \�, G PROJECT 3.251 Acres X 600dpd = 1950 gpd Allowed (PUBLIC WATER) I accordance with the attached permit conditions and applicallle' N nN.Pm."P om on. a LOCATION andards,unless specifically waived by the Departmeru.This approval` rwr n...W wa oNNa N1DAIa Aa m° EAST MOTEL BUILDING ires3 ears from the tip rovaidt unl ss extencfrd n; nv'fd:44 uP 7' P 4 . m�aEDMNaArP �4aa `Y°"� f 8 UNITS < 400sf = 8 X 100gpd = 800gpd en,rzpzz a y xn 0� y,p° ,�d'`.,2,a „-' x' ,�r�f / Approval Date f WEST MOTEL BUILDING l 8 UNITS < 400sf = 8 X 1009pd = 800gpd r ✓ � BASEMENT LAUNDRY 250sf X 0.03 d = 7.5 d ENGINEERS CERTIFICATION REQUIRED e �.�P ° SIP gP DRAWN BY:JPIJP aaD='LLe� bo O �/ �l SUBMIT P.E.CR R.A.CERTIFICATION PROPOSED LOBBY 3 FOR INSTALLATION AND CONSTRUCTION AUGUST 5,2022 1600sf X 0.03 (DRY STORE) 48.Ogpd --� NOTE: � ®�, ,��`FePY� _ Crf OF HA OWTS and all related components -UNDERGROUND WATER AND GAS LINE y�j \� s , RECRE+AQfION BUILDING f" FOR FINAL APPROVAL.USE FORM WWM-073'. SCALE:AS NOTED LOCATIONS SUPPLIED BY CLIENT. Pam,,g 7�Osf�X30:rgpar(D'A,'NCECNTER4"O,g -WASTE LINES SHOWN FOR EXISTING s fx Water lines must be inspected t SHEET NO: SANITARY ARE ASSUMED FROM EVIDENCE CHALET BUILDING ge yGhe SEEN INSPECTING INSIDE TANKS NOTE: a' Suffolk De t.ofHealthServices NOTE: THERE ARE NO EXISTING OR HOUSING UNIT < 600sf = 150gpd P THERE ARE NO WELLS WITHIN PROPOSED DRAINAGE Call(b31)852-5754,O8hounfn SITE PLAN 150' OF PROPERTY STRUCTURES ON SITE KEY PLAN TOTAL FLOW = 1879.5gpd PROPOSED advance to schedule ins action(:) a SCALE: ,•a 40' - -- -- SCALE: NTS - - SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY AND ADD PROPOSED BUILDING OCTOBER 4, 2022 FOUNDATION LOCATION AND ADD PROPOSED DECK DECEMBER 14, 2022 AS-BUILT SURVEY FOR POOL � NE) 3.2 AREA ac 62sq. ft. (To CERTIFIED TO: NORTH ROAD HOTEL LLC �Se DR BANK, ITS SUCCESSORS AND/OR ASSIGNS �(1 O>, Bldg Dept copy from ZSA STEWART TITLE INSURANCE COMPANY Fk191 mviewed documents ACCREDITED TITLE AGENCY, INC. 20., ZBA Mle -7 7S(G Y �P Date: Ja / ' NOTES: TOE OF BLUE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:4x.x 4 EXISTING CONTOUR LINES ARE SHOWN THUS: xx- - -- -xx F.FL. - FIRST FLOOR O� G.FL. - GARAGE FLOOR TIN - TOP OF WALL BIN - BOTTOM OF WALL of Off 6 OVERN LOT NO 1a., 23.5 0 AREADASCDEFINEDCBY TOWN OFDABLE SOUTHOLD 9b (BUILDABLE LOT AREA = LOT AREA LANDWARD OF THE N COASTAL EROSION HAZARD LINE = 110,330 sq. ft.) ov pF ryk!1 -,A DESCRIPTION AREA X LOT COVERAGE x �d ''�:::: l�O��� a ...;:t, 1,208 sq. ft. 1.1X �y�' - BUILDING No. 1 !INCLUDING IXISTING dex * / 11 4 ' 31 a9 do PROPOSED DECKS) �d" �oQ � ::•::`'�• 'I'o ��i f� BUILDING No. 2 1`I -32 (INCLUDING ROOF do BUILDING 2,625 sq. ft. 2.4X OVERHANGS, ENCLOSED BASEMENT 31.1 / i. 33 ENTRANCE, STEPS do LANDINGS 22.2 34 BUILDING No. 3 o / � 2,040 s ft. 1.8X V`� �Jrn // i \ y i 35 G.cr (INCLUDING ROOF OVERHANG) q to, / BUILDING No. 4 f BUILDIN I do G 2,390 sq. ft. 2.2X NCLUDING ROOF 37 OVERHANGS / / / BUILDING No. 5 / cl, 665 sq. ft. 0.6x (INCLUDING DECK do STAIRS) POOL 925 sq. ft. 0.8X `QP / / �� (INCLUDING COPING) •� ' / / / / / / / /\• /•�j, ��N POOL PATIO 2,910 sq. ft. 2.6x 35.11 O�, x27.7 / / / / `_,�g / l l / \ �'ypo o SHED 100 sq. ft. OAX o• �ooy �0, if / � .,. \q� N TOTAL 12,863 sq. ft. 11.6X / / COpC. 2 O. 30.1 / / J8 r W'39.7 \\ N 42.\'. 41. / x J2 y � 1 161 :A -n ; 42.6� J x42.0 x. Oor .00 RWAY 9 F y� `'' _Gold'<'^,•t '*'' :.IV C 'C 8 \ °'• �c \ B'Y$o �o ' 42¢ \ x 42.6 2. N a x42.2 �'"� `'' , O lei a0. \ x 42.7 G 42.4 ?B x 35.5 / 'f��`cb // �\�`�\� '1 \\\ 43.0 \\ a• 42.8 �,�d �' 'y��`� / 42.3 \\ \ �` \ G �cR �`Y ���' ..�✓-� r/e�`Q°� /a�' QPS 43.0 x 42.9 - _3 x43.0 PY Ga 0 O `� �' 41.5 r � �3 42.6 43 1)6 36.5 x / 8• ,� 0 � 'bk I 43.5 \ x9J.$ - - - - - - P4 .--- - - - - -- �O' •� x 41.3 0�' - \ x 44.3' 4G'L ksl / 37.5 ,.1' 4�`s / CG�y�u�r� cz ��// /� O•',// �S�O�J\�O k�9 0 2��.4 � I 1 // � / 45.6 Off' x 41.8 I 42.9 0-a- \ / 14.7 o oo 39.4y x ��+� r 44.4 x 45.6 y6 Jj0 C1 Q �g x 39.3 lS/`"l� �0 141. N\ \ C4 �/F ✓�� QyQO��.J / 40.9 40.8 I �Pq\ // \\J0 4 7- / GJ�° r�' / e \\\ / / o k�. y/ I % yQ� 40.9 / x 41.4G0� �G G Y 401 41.3 �41.0 lue 4 `NF x 44.1 16 �. 65�_% . k�� / I �(,V 1' ?V1 x45.8 LJA 05 41. x � 5 T \ 7l} �G G k e} gv x �S \ / k a "�k, N�� tK Ik 'IN,/ 44.9 / 46 NQ 48 O \ \ x 46. ' \6• � - Q EOFC�\\ \\\ 47.6 48.3 49.2 VL /G O � 0 4� M C1 r ' O� A ' O10L ti ryo ,h �o Vl PREPARED IN ACCORDANCE WITH THE MINIMUM I STANDFOR TITLE SURVEYS AS ESTABSHED BY THERDS LIALS. AND APPROVED AND ADOUPTED FOR SUCH USE BY THE NEW YORK STATE,LAND TITLE ASSOCIATION. ' 9'zr..e,o • l ��. N.Y.S. Lic. No. 50467 TO THIS SURVEY ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE `, EDUCATION LAW. Land Surveyor eyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanle J. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys = Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3Cool.com SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY AND ADD PROPOSED BUILDING OCTOBER 4, 2022 FOUNDATION LOCATION AND ADD PROPOSED DECK DECEMBER 14, 2022 AS-BUILT SURVEY FOR POOL + MAY 2, 2023 AS-BUILT FINAL SURVEY �1 MAY 19 2023 UPDATE AS FINAL SURVEY JUNK 6, 2023 UPDATE AS-BUILT SURVEY ►�°��• AREA = 141,622 sq. ft. (TO TIE LINE) 3.251 aC. CERTIFIED TO: 0 ✓�'`r NORTH ROAD HOTEL LLC �Se DR BANK, ITS SUCCESSORS AND/OR ASSIGNS O/J STEWART TITLE INSURANCE COMPANY 'Po,, ACCREDITED TITLE AGENCY, INC. F NOTES: TOE OF BLUFF 1: ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:3x.x o�G 5.4 EXISTING CONTOUR LINES ARE SHOWN THUS: xx- - - - -XX F.FL. - FIRST FLOOR G.R. - GARAGE FLOOR 0 TOP OF WALL 1Q1p QF+ G! BW - BOTTOM OF WALL 5.4 �.rOW, A � N p OF gWo 23. .'BOULDF. S o Oyg0 '0 E 18.1 •.•••`••••• �� / XV of .''b� �� 'Vk' / d� Yij __30 a° y y �' �r� '° wl /koe :•'• '•'•' \` mG c+'��Ps�o fir o� RUILDIArG ('OVERAGE OVER BUILDABLE LOT °� � �`' :.,� 6 ��°tic y�F��" 9 �+� ,31 J.'yq��, AREA AS DEFINED BY TOWN OF SOUTHOLD 0 of 0.7 d� F 30.7 Y,t>� (BUILDABLE LOT AREA = LOT AREA LANDWARD OF THE �q 'A rrA COASTAL EROSION HAZARD LINE = 110,330 sq. ft.) F ' '2a2'� ••'.• j / '32 G 5.4 Q\G`'\ '�' • ,� G 31.1 \� 33 DESCRIPTION AREA X LOT COVERAGE 22.2 � \ • i/� Go ,p yam\ �34 BUILDING No. 1 1,208 sq. ft. 1.1X (INCLUDING EXISTING L Q � /� 'SO i-Cp, do PROPOSED DECKS) �x- '� �P�'P / \' 33 BUILDING No. 2 V •' �• / ° P �, (INCLUDING ROOF k BUILDING 2,625 sq. ft. 2.4X 9. � •' �j\� // / // \�J�'�\ / •37 OVERHANGS, ENCLOSED BASEMENT x �,�•• f �O // // // / p`°�G // // �� 91 /41 ENTRANCE. STEPS do LANDINGS OOJ� ���•: yqP�' ;�4 0 41 BUILDING No. 3 2,040 sq. ft. 1.8X uk. °F �•'�S �/ GOP / // / /�G / / / /� 0 (INCLUDING ROOF OVERHANG) 25.4 / / / / / G .� / N� / / / / '29/ BUILDING No. 4 2,390 sq. ft. 2.2X J '•:'� / / 31.2 / / / / / / / \� ~�F /•��J /t� (IONCLUDING)ROOF & BUILDING •� % / / x 35.1 / o l x / l / �' / v�y�0 BUILDING No. 5 77x •. ••''� / / / q. / `� / \ 00• �'u���'' (INCLUDING DECK do STAIRS) 665 sq. ft. 0.6X s0�, POOL 925 sq. ft. 0.8x . � (INCLUDING COPING) \\ ,�/• r ''j"`��O��G�'� �` I / �g / 000 o\Nc s� ��'�F\ ��° S�Q POOL PATIO 2,910 s ft. 2.6X \ •'�••'•/��'�' c o Gd'"��'O N�sus W a�\ps+ �' \ �jj, G�,6� q �� / I `� �,p � 5e 41.9 41 1-, r 00,, G,S4�k'�� SHED 100 sq. ft. 0.1X \ �F°� �� s`� wnu- \ z59 0 `p '/\ � , ,g' \ ° l x 30.1 / / / '�pssW^U3s.7 \ o � •, y� TOTAL 12,863 sq. ft. 11.6X !'r P. 49 ? \ 03 f y� \ y\110 `�86•' S 11 � '.,,.� ,.',•• Z G� '\ �'� �p 4V y0 / .'aO-( •;.�.�'•�° :saw.:,. �y \ y� w to $,L9,c moo• 42.6 / ,�{,y� \ r A,) l x 32.5 / �'f:.f?'.. 'y;;'• , �^ \\ £q �O�Q q'• / Sm__s__� I ycy y ;'Y' Gyc "\ ` '� 42.0 , a Go\' / v'• °._ tp c d h \\ Q �/ G42 9- Ali+ c'F,OO m G�' c // \ W4'y •:: GQ4 �•-_ ;� .. '�` 42.0 \�,G W 4 7 �n °F fit° 1� , 5\pNE 4b•, 9 QP� WpA)c \ x 42.6 �\ o ,F , G �c�o� +' V` 046 �r \ ' ��agSO,, • =� .. ; •.yry• \ \ e• �0 tiF Q°� ,G)O x / // O "� y� .� ':. ,pF p' �\G f!c x42•$ \\ `' t ,� G \ \ 33.g / y °'F� �,p Q�"�:� s �Q'Qv9 :+.:::• :�• (�`O ,� ��0N� x 42.7 co \ ; :'.�L :� p .4 x 35.5Q�G? 1-143.0 !� \\\• \ x42.8 bh&�`� \\ / / O• � 3.0 xa2.2 _ - _ - x_� N \\ :) co, Cp / 042.6 C15, 1 / f� �� bhp J o��� � � GJ� I \\ O/4^Q �j ° \\ y6/��x //y // �!1` 1, `g yt^� F �a 43.5 \ x� _ _ - - - - - -,-- - - - - - _ o• \e ,� c� _ � \_ x44.3- / \ i 37.5 0�.��O\!� O,you \ .0 �y\ \ ry /% 9, G°?41 4 i. \\ 11 I/ / / x 45.6 /y o��d S n f��d y°� ROOF OVER 41.8 44.7/ STAIRS I \ 00. 0 ' � / WOOD 9.4 // vHF � y�W �.fa' lG 9�pc„\ !`?ts•// / 44.4 9� / ��� x 45.6 6 x 39.3 / ry �� �P� oyoo�Ci1� 141. TEST 409 Q 1,4 ' /X41\ 4103 p 11 CIO rt \ 0.4 / 41.3 �0 *� /xA4 ! 041.0 \Qc x 44.1/ /i _i x46.3 /011 i�°yn° / G ` �/X,44.4 �hF /f ��/ I 40 `� / Ft� NN �� 45.8 x 011/ tL / 41. ° 0 O GO �k x46.8 AGOG l 44.9 IN 47.6 Y \ �X _ __ x �i y, ^ n y � CO O / 0 49.2 '� \``PO•�Y`�/ � � 00 J p 1 ;°Gyp e0�` �,��• �.\ °` Mry C0 A`v z ti ry0 ro PREPARED IN ACCORDANCE WITH THE MINIMUM I STANDARDS FOR TILE SURVEYS AS ESTABLISHED �y BY THE 00 pI �� FOR SUCHH USE. AND APPROVED AND ADOPTED USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. \%%%I1181111 OF NEw yo% •'��PFT Co'••% 'A 11. .0p0 xV�o ZONING BOARD Of APPMLS _ * z C= 0 �0 Btdg Dept co;,y from Z5A O .O6 Fir9 reviewed doaua/wts % ,.'Q . ;•�(� 4. `-H N.Y.S. Uc. No. 50467 UNAUTHORIZ ED ALTERATION ADDITIONNathan Taft Corwin III TO THIS SURVEYIS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L S. TO BE A VALID TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 PHONE631727-2090 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin30aol.com im;i aa,;tt;�`E BUILDING SCHEDULE �p �� S eeuari' .meroen .Haler RN��e. J � 5 m� A N'e'.R'ro'�en � DmrD.+ rs,ewm a a ,d S 48'07'00'E � '�✓ S 4W007'26*E -- -- — --� --329.37' @I 13 159 LOCATION MAP H mw,ea•tx ®.. I m N.TS PROJECT DATA s P s m•P..®_�eeP eA•� Wr m, •� PA I.—OF 1-1 Aers0 �6 g 14, LKAA 0 L.K McLEAN ASSOCIATES.P.Q 3-22o'w _ t81�"T �'�' ® ; 1" 9 Z �_ "�' °m°" 9 G• J j TOWN OF SOUTHOLD _ !�•\gmeuse ''-+'' ; SUFFDLK CDUNP7.NY SUNSET MOTEL SEWER CONNECTION . °"'°'"�°pr„'°1tw E°• _ '^ I 62005 CR 48 GRaIYi[cscaren A -tr •� GREENPORT,NY 11944 " #�L� ISSUES/REVI9onS (IN FEET) Fa A Dee •Son Na Dote e Ifnc1."30R II7$$ _ —PRDPERIY smuvwe Trw TABLE OF TIE DISTANCESEmw aD ISoTmAmNmmCrsEeeoS LEGEND: uaa .e an e e i°eumaR° REFERENCES _____ e 'u LINEI.nee,re Pen en — —WOO-Ie SANRARY PIPE n�06TNtae —rv—_.Ex1STP'G Y OR-.FORCF rMIN O�[na tw.artnrnc eV B nn a°suwrw —E%ISIWG GAS SERVICE =e—M% ViG T DOXG C WATER a MCe m� � emeRv.ur:camas —E%ISIIIiG WATER SFAVICE 6f —EZIsrINea•ElResuPPREssraN sERVIa SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES g Q EnsTwc SANITARYEwNnoIE APPROVAL OF CONSTRUCTED VdORKS g WSTiNG OVEIDIEAD IVIRB qm C-22-0317DATA__-_- H.S.Ret No.0CWGPOm, n°mam ,wa o TRARTC SIGNAL POLE eBD PN end oIm ettad rWof e SANtfARr MANN01£ Ithis by this h9vD t—GaP Iha 9ndbr 9 DorDFred Or this m to be nlcr Dd w DgOncRe ® SANDMYClF1W011T Ord TouRd to be Gatisfadery DRAYNM TIIIF SANITARY AS—BUILT CDM6ERgre TREE / "bSw•// . o DRARJAGE rennmolE oa nR CRAIG KNEPPER PE CHIEF PLAN e REcrANwIAR DRAIN WILT m� '0'f9 OFFICE OF WASTEWATER MRNAGEPMU SEAL•SDtNNRR li P • RWNO DRAW INLET rxr EOF REGY e V WATER 0 en Iaa p 9 WAT6t NEIFR a p� NI.N¢ ]SA]LW a O TELmrgNE MNfMOIE r .. Q DECIDIpLLSTRIJ'. '.Ras.sneSPRFRHA+D n.T.eev on�,.nba seas 4T .,.A.rnervseor pgtT A$B— d m SUF'FOLK COUNTY DEPARTMENT OF HEALTH SERVICES __ 1 —1 SUNSET0112 l � MNA VACESA �T 4� Fire Sprinkler Reports ® CF WE JUL 1 V119M D, for BUILDING DEPT. TOWN OF SOUTHOLD Sunset Motel 62005 Route 4'8 Greenport, New York FESM u y 1 r' Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,New York 631-298-1986 7-8-2022 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Sunset Recreation Space Attic Mattituck,NY 11952 Page 2 General Project Data Report General'Data Project Title: Sunset Recreation Space Attic Project File Name: Sunset Motel Room Attic..fiw Designed By: John Condon Date: 7-8-2022 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Sunset Motel Phone: Address: 62005 Route 48 City, State Zip Code: Greenport, 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: Sunset Recreation Space Attic Building Owner: Dan Pennessi Contact at Building: Phone at Building: Address Of Building: 62005 Route 48 City, State Zip Code: Greenport, New York Pro`ect Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 719 ft2 Maximum Area Per Sprinkler: 180 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 50.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G-5 Size: 1/2 Temperature Rating: 155 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825137000 Date Of Test: 2-3 2022 Hydrant Elevation: 0 ft Static Pressure: 64.00 psi Test Flow Rate: 1922.00 gpm Test Residual Pressure: 44.00 psi Calculated System Flow Rate: 195.52 gpm Calculated Inflow Residual Pressure: 59.46 psi Available Residual Pressure At 63.71 psi System Flow: ` ..�A . t S h 1 ,c4 s Cal culation�P DataxM 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: 21 Number Of Active Pipes: 20 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 9 Number Of Inactive Sprinklers: 0 • e C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM �Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Contlon Engineering Sunset Recreation Space Attic ,Mattituck,:NY 11952 Pa e 3 Fire Sprinkler Input Data �m� } r' ' r, �.:.. !' 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 (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 10.33 27.00 0.00 ---- 0.000 0.0 - 0.0 0.00 2 Sprinkler A 5.60 14.73 17.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 16.27 17.00 0.00 --- 0.000 0.0 -- 0.0 0.00 4 Sprinkler A 5.60 14.32 17.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 14.73 17.00 0.00 --- 0.000 0.0 --- 0.0 0.00 6 Sprinkler A 5.60 16.27 17.00 0.00 --- 0.000 0.0 -- 0.0 0.00 7 Sprinkler A 5.60 15.63 17.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 8 Sprinkler A 5.60 16.06 17.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 9 Sprinkler A 5.60 17.74 17.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 20.18 17.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 11 No Discharge --- N/A 28.14 8.00 0.00 0.000 0.0 ---- 0.0 0.00 13 No Discharge -- N/A 33.01 8.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 43.25 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 45.79 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 41 No Discharge ---- N/A 44.29 0.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 45 No Discharge -- N/A 45.03 0.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ' Sunset Recreation Space Attic .Mattituck,NY 11952 Pa a 4, Fire Sprinkler Input Data = Node Input Data (ycont"d,) 5f 4 ti m r' rra f , 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) 48 No Discharge ---- N/A 41.76 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge — N/A 43.94 3.50 0.00 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 52.98 3.50 0.00 --- 0.000 0.0 — 0.0 0.00 55 No Discharge --- N/A 56.40 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 60 No Discharge ---- N/A 59.46 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:1...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire Fire Spkinkler Hydraulics;Calculation Program Elite Software Develop ment,Inc Contlon En(1meenn r Sunset Recreation�S ace A ic A. s `tea a ��+a `� 5r 'wi1 �r.:" ..u'.. Mattituck, 4 '-I ,1952 Fire Sprinkler Input Data P " e lin 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 7 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 2 8 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 4 7 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 5 8 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 6 9 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 7 8 SCHED 40 STEEL BLK 2.000 0 11.50 0.00 11.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 11.50 0.00 11.50 120 9 10 SCHED 40 STEEL BLK 2.000 0 E 4.00 3.50 7.50 120 10 11 SCHED 40 STEEL BLK 2.000 0 E 9.00 3.50 12.50 120 11 13 SCHED 40 STEEL BLK 2.000 0 E 11.50 3.50 15.00 120 13 15 SCHED 40 STEEL BLK 2.000 0 E 12.00 3.50 15.50 120 15 40 SCHED 40 STEEL BLK 4.000 0 E 194.00 7.10 201.10 120 40 41 SCHED 40 STEEL BLK 4.000 0 T 4.00 14.20 18.20 120 41 45 SCHED 40 STEEL BLK 4.000 0 T 44.00 14.20 58.20 120 45 48 SCHED 40 STEEL BLK 4.000 0 E 8.00 7.10 15.10 120 48 50 SCHED 40 STEEL BLK 4.000 0 T 4.50 14.20 18.70 120 50 52 Backflo Prev 9.000 Loss 52 55 SCHED 40 STEEL BLK 4.000 0 E 7.00 7.10 14.10 120 55 60 SCHED 40 STEEL BLK 4.000 0 ET 220.00 21.30 241.30 120 C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM �Fire-Fire Sprinkler Hydrau6cs`Calculatfon Program Elite Software Development,Inc Condon Engineering Sunset Recreation Space Attic 'Mqffituck,NY_1=1952 f _ = :.:Pa e;6.- Fire Sprinkler Output Data �O�erall Node G�rou �n s Out ut Data: i 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 7 0 -18.00 18.00 0.00 0.00 10.33 2 8 0 -21.49 21.49 0.00 0.00 14.73 0.00000 3 9 0 -22.59 22.59 0.00 0.00 16.27 0.00000 4 7 0 -21.19 21.19 0.00 0.00 14.32 0.00000 5 8 0 -21.49 21.49 0.00 0.00 14.73 0.00000 6 9 0 -22.59 22.59 0.00 0.00 16.27 0.00000 7 1 0 18.00 22.14 0.00 0.00 15.63 0.00000 7 4 0 21.19 7 8 0 -61.33 8 2 0 21.49 22.44 0.00 0.00 16.06 0.00000 8 5 0 21.49 8 7 0 61.33 8 9 0 -126.75 9 3 0 22.59 23.59 0.00 0.00 17.74 0.00000 9 6 0 22.59 9 8 0 126.75 9 10 0 -195.52 10 9 0 195.52 0.00 0.00 0.00 20.18 0.00000 10 11 0 -195.52 11 10 0 195.52 0.00 0.00 0.00 28.14 11 13 0 -195.52 13 11 0 195.52 0.00 0.00 0.00 33.01 0.00000 13 15 0 -195.52 15 13 0 195.52 0.00 0.00 0.00 43.25 0.00000 15 40 0 -195.52 40 15 0 195.52 0.00 0.00 0.00 45.79 0.00000 40 41 0 -195.52 41 40 0 195.52 0.00 0.00 0.00 44.29 0.00000 41 45 0 -195.52 45 41 0 195.52 0.00 0.00 0.00 45.03 0.00000 45 48 0 -195.52 48 45 0 195.52 0.00 0.00 0.00 41.75 0.00000 48 50 0 -195.52 Q\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Sunset Recreation Space Attic Mattituck,NY 11952 � Page 7 Fire Sprinkler Output Data Overall.N.ode,;GroupingsF.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) 50 48 0 195.52 0.00 0.00 0.00 43.94 0.00000 50 52 0 -195.52 52 50 0 195.52 0.00 0.00 0.00 52.98 0.00000 52 55 0 -195.52 55 52 0 195.52 0.00 0.00 0.00 56.40 0.00000 55 60 0 -195.52 60 55 0 195.52 0.00 0.00 -195.52 59.46 C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire-,Fire Sprinkler Hydraulics,Calculation Program Elite Software Development,Inc. Condon,Engineenng Sunset Recreation Space Attic Mattituck,NY 19952.. Page 8 Fire Sprinkler Output Data a;d,KKG�+ ... ....� �.�,,, 1 .5[,,;s:X2 ,„ .�. tS yszr" i tia:3 .ars 3:u�k u` hi s „y;i, - „+ O�uel I Pi a Dut ut Data< � � � � x r � �5 ± .s .. :,�r. ,LL ��.,,a., 4,v,. ..�,�,�. .1'.� #.�d ...,ta,,�x:>` r<.. ..,.:'#k,_k.s.._a� .kSA' 1�...4IS�..w d._, rk act"". x. /ft Pipe-Len L m) F(gp F. . . Beg. Nodal Spk/Hose Residual Nom. Dia. q 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 5.60 27.00 18.00 10.33 1.00 18.00 0.10713 5.50 0.964 7 5.60 17.00 22.14 15.63 1.049 18.00 T 3.50 4.330 SCHED 40 STEEL BLK 120 6.68 0 9.00 5.294 4 5.60 17.00 21.19 14.32 1.00 21.19 0.14491 5.50 1.304 7 5.60 17.00 22.14 15.63 1.049 21.19 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.87 0 9.00 1.304 2 5.60 17.00 21.49 14.73 1.00 21.49 0.14868 5.50 1.338 8 5.60 17.00 22.44 16.06 1.049 21.49 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.98 0 9.00 1.338 5 5.60 17.00 21.49 14.73 1.00 21.49 0.14868 5.50 1.338 8 5.60 17.00 22.44 16.06 1.049 21.49 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.98 0 9.00 1.338 7 5.60 17.00 22.14 15.63 2.00 22.14 0.03805 11.50 0.438 8 5.60 17.00 22.44 16.06 2.067 61.33 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 5.86 0 11.50 0.438 3 5.60 17.00 22.59 16.27 1.00 22.59 0.16308 5.50 1.468 9 5.60 17.00 23.59 17.74 1.049 22.59 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.39 0 9.00 1.468 6 5.60 17.00 22.59 16.27 1.00 22.59 0.16308 5.50 1.468 9 5.60 17.00 23.59 17.74 1.049 22.59 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.39 0 9.00 1.468 8 5.60 17.00 22.44 16.06 2.00 22.44 0.14578 11.50 1.676 9 5.60 17.00 23.59 17.74 2.067 126.75 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 12.12 0 11.50 1.676 9 5.60 17.00 23.59 17.74 2.00 23.59 0.32505 4.00 2.438 10 0.00 17.00 0.00 20.18 2.067 195.52 E 3.50 0.000 SCHED 40 STEEL BLK 120 18.69 0 7.50 2.438 10 0.00 17.00 0.00 20.18 2.00 0.00 0.32505 9.00 4.063 11 0.00 8.00 0.00 28.14 2.067 195.52 E 3.50 3.897 SCHED 40 STEEL BLK 120 18.69 0 12.50 7.960 11 0.00 8.00 0.00 28.14 2.00 0.00 0.32505 11.50 4.876 13 0.00 8.00 0.00 33.01 2.067 195.52 E 3.50 0.000 SCHED 40 STEEL BLK 120 18.69 0 15.00 4.876 13 0.00 8.00 0.00 33.01 2.00 0.00 0.32505 12.00 5.038 15 0.00 -4.00 0.00 43.25 2.067 195.52 E 3.50 5.196 SCHED 40 STEEL BLK 120 18.69 0 15.50 10.234 C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire Fire Sprinkler Hydraulics`Calculatton Program 4 k ,t Etite SoftwarePDevelopment,Inc ;; rxa" e`ikz'9 ic h : CondonEngmeennga� � a j aSunsetsRecreaUon S ace Att ; Mattituck,NY.x11952 F ' ` F N F ' p;,,Pa e 9 Fire Sprinkler Output Data Overall Pipe 0utplut Data (cent'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) 15 0.00 -4.00 0.00 43.25 4.00 0.00 0.01265 194.00 2.543 40 0.00 -4.00 0.00 45.79 4.026 195.52 E 7.10 0.000 SCHED 40 STEEL BLK 120 4.93 0 201.10 2.543 40 0.00 4.00 0.00 45.79 4.00 0.00 0.01265 4.00 0.230 41 0.00 0.00 0.00 44.29 4.026 195.52 T 14.20 -1.732 SCHED 40 STEEL BLK 120 4.93 0 18.20 -1.502 41 0.00 0.00 0.00 44.29 4.00 0.00 0.01265 44.00 0.736 45 0.00 0.00 0.00 45.03 4.026 195.52 T 14.20 0.000 SCHED 40 STEEL BLK 120 4.93 0 58.20 0.736 45 0.00 0.00 0.00 45.03 4.00 0.00 0.01265 8.00 0.191 48 0.00 8.00 0.00 41.75 4.026 195.52 E 7.10 -3.464 SCHED 40 STEEL BLK 120 4.93 0 15.10 -3.273 48 0.00 8.00 0.00 41.75 4.00 0.00 0.01265 4.50 0.236 50 0.00 3.50 0.00 43.94 4.026 195.52 T 14.20 1.949 SCHED 40 STEEL BLK 120 4.93 0 18.70 2.185 50 Backflo 3.50 43.94 195.52 Prev 52 9.00 psi 3.50 52.98 52 0.00 3.50 0.00 52.98 4.00 0.00 0.01265 7.00 0.178 55 0.00 4.00 0.00 56.40 4.026 195.52 E 7.10 3.248 SCHED 40 STEEL BLK 120 4.93 0 14.10 3.426 55 0.00 4.00 0.00 56.40 4.00 0.00 0.01265 220.00 3.051 60 0.00 4.00 0.00 59.46 4.026 195.52 ET 21.30 0.000 SCHED 40 STEEL BLK 120 4.93 0 241.30 3.051 C:1...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inca. Condon Engineering Sunset Recreation Space Atfic Mattituck,NY 11952 Pa a 10' Fire Sprinkler Output Data � ... � E i - � l �; u h + 1�rs OuerallSprinkler0utplutwDta 4 t a ,1 < _. . . � n n r k .k,.3}_ u� . . . . 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 27.00 10.33 180.00 0.100 18.00 2 A 5.60 17.00 14.73 180.00 0.119 21.49 3 A 5.60 17.00 16.27 180.00 0.125 22.59 4 A 5.60 17.00 14.32 180.00 0.118 21.19 5 A 5.60 17.00 14.73 180.00 0.119 21.49 6 A 5.60 17.00 16.27 180.00 0.125 22.59 7 A 5.60 17.00 15.63 180.00 0.123 22.14 8 A 5.60 17.00 16.06 180.00 0.125 22.44 9 A 5.60 17.00 17.74 180.00 0.131 23.59 Sub Totals For Group A 1620.00 0.121 195.52 Totals For All Groups 1620.00 0.121 195.52 C:\...\Sunset Motel Room Attic.fiw Friday, July 8, 2022, 10:25 AM Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Sunset Recreation Space Attic Mattituck, NY 11952 Page 11 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 10.33 psi HMD Actual Flow: 18.00 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 719.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.272 gpm/ft2 Application Average Area Per Sprinkler: 79.89 ft2 Sprinkler Flow: 195.52 gpm Average Sprinkler Flow: 21.72 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity(In Pipe 10- 11 ) 18.69 ft/sec Maximum Velocity Pressure( In Pipe 10- 11 ) 2.35 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall 'Network Summa Number Of Unique Pipe Sections: 20 Number Of Flowing Sprinklers: 9 Pipe System Water Volume: 330.28 gal Sprinkler Flow: 195.52 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 59.46 psi Node: Demand Flow At System Inflow Node: 195.52 gpm C:\...\Sunset Motel Room Aftic.fiw Friday, July 8,2022, 10:25 AM Fire-;Fire Sprinkler`Hydraulics Calculation program , Elite Software Development,lnc. Condon Engineering Sunset Recreatiom pace Attie Mattituck,NY 11952 Pa a 12 Fire Sprinkler Output Data 1 d 4tEc""" '.u} y^'..e't e>• ^aG?E'F,4 3'G ,�-yy�. .ea.'aw b i d x, 'w e f r TLz 'f. ti 'tS� w.,. �, � 'k t �,,,, s. �r ar i'R dn"Y FF'^, � We;. k,� Hydraulic ,Supply/Demand ,GraphY „ r w, � �Fp ., �: �y .a, A, .E„ ', .A ,.�„ '�.�:�' •r�'i•a e P Pr.7 �k!i.�. .!. 4 100 90 80 N64 70 a � so CO) so N 44 (Z 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(xl00) gpm Supply Curve Data Static Pressure: 64 psi Test Residual Pressure:44 psi Test Flow Rate: 1922 gpm Demand Curve Data Calculated Residual Pressure: 59.46 psi Calculated Flow Rate: 195.52 gpm Excess Available Residual Pressure At Calculated Flow: 4.25 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.09 psi C:\...\Sunset Motel Room Attic.fiw Friday,July 8, 2022, 10:25 AM 11 11 1 ✓ I- - I'll lll� �yy - I I I'll "I'll 11 " i : - - I I -- I ,,-,,, "I I . 1!� lffffiffm= i " I i ! � � ,--, ,-- � �: , ,- , , I - - : �� '�,"',�,��,,,�,,--,,��,,��,7,-,",�,',',,',',,',�, 1: ,��,11""",�,�1'e"�,��,��"',", ,,, g-, ,�,,,-, ��I'g<�'�-Ml �, 7' ,`,,,I 1:��,� - , ,� :�l I , " ��,��,,, , -.�'1�,��w , - -, ". �, "'?, 1)0v","I"t"I�e" , �11 1. ,;,,��;,--..,';'11�� ` .1 ,�,�lll 1'�-`l N-,"""'A&,-,,� -� �,�,/,,,,�,�'�;,,,�"", ,"', `��;, _,,,`,,,�, '. --�,','�-,�,-."v. , ,�?/��,,",,�l'.1�,?."- -,�� I I � � "I I I, 11 11 - -on,�,"',� Mll�--- , �r,,,,,��,- �t�,,-,�r/�'""!"',4'.,�,,�,,�ty.,�,,y,'� , -:-;,�,,--,"',-,�',-, , , ,,� -� ',,�4`;�,,', , I�A,,� �': ",,,, �,--, V, - I I "��-,".:� "y','s,l;`,,1, ,"�') , �A ,� `�-,'�,�& --'; ,�,, ',`�� " �, �,n';,'-,""',,- �`;"�4'1'�',',-,'," I-I , -", 11 , , , ", , ,�4", - , " Y W,�," F,,,,�I 1,�V�l dr,4.", ,�T,�,'�/,�� 11 11-1 I- '-v ,), W"'Z" "",",�",�,'�,U� , ",, , �`,4',,��j- '�-IM I "',-�-,/, , ,Z,'� Xym� , , ,I ld&, , �,��,,,'��,,,,"",:�,,�",�1 , , , 11 I 1,21 IN,r, 1��nkv "",,l"'-"`- `,�:-- ,w �",-,�,,�-�,"" ,, �t-",-`,�,OW -� , �, "-X"AN - �""g�, " �- 11 ,,, , N ,, &A , " ,," , ,,,�, "�,"'�--"" ",� - � - -4-�,A,, `::�,,��,,,�,�", 1 1,��11 I I"Ill ,�m- ,14,� ,�, -'��,,5.......I- ,� -"�,,',:,� �, ��,�,�:" ,�'. -n - "' � - i 11 I ,,,� J;,"""'Al"""""",�V` Qu ���, ,�:�,� , � ��', , , ,& , -11 � )"o" ,10 �X I ✓ - 11'1'1- - , I ,�A", ; �, I I , , ` " -, " 11111-1 �� , " �,",',�� ✓,,,�;3, i;��, 0.1 ,` `�,�, ,'�,, "," " ,E�-<,,"t", I � , X-',<, V X �-"K" �10 �,,�,'-,,4'!'`t", ,� - v I �l� -Y ,�,�, 1, ,, ,,,�.`X,, ,,, X� 'fl , , A" t , I ,-,",'-,.,/I I � "_�_, ;, ;,�, ,,, ,,,,1 � e,�,,,-'---,,�,l,'� ll,, �,,; xi, A1-,, 1!�-",1,,�',�1 1-1"',,, '--X'- 1��-"-'�-rI-, I �,,,,,',,�,%A,,,,-- z,� '� � y / , FireFi ko w -- Z/ � "," A ��, , P,��� �44,�lI-, �,� y'/`; F�bt �y 're - Antifreeze- 1 " tc"$Sprinkler�y te1MS ,' v ��, �-1�5-�i"�,�-:, �� s -^ - - � � ,- , , ' , -�, -", ',?- � ,,�X-,",,"'-e,f 4 ,_, ,/-- sr/ ,� 1, � "1/---,�,,�,-�'"k',, -�,���?' �. �'',?-�l,- ,'�,l,/, ,�1,I -.-p,- .-., ,� ,' ,1V,,_,-�,",,- ,I",---' j , ; ,"', w ,l, -�Z-""I'? ," �- p, �l- 1 Ir �-�- I?� irbRhtekib p li d ,an,i r z ;s lut -desigh, ,�p06ifibm ly�I t,W,O fire s '6 ki f-Att6mt 1" y r I 1 'may _7 a�Y�� ' ,U�6. n lace b water dhd,otner,water1iIK6"flbid�in's'pr n I r.s�ptemt q6reJtqezing?pY, either cause l ,,camae bvm6�6�4,with:th �fdhdtidni gbf sy8tdn8 bt� Uip dnt;cl /ut'tu�;xc rtu,hVl6,��hr,"Affi fM-`� g 1- -- .aA�-z �-ls,a,conce F / ,`� ,, �1 / V "� �," � � ,/_-Y -/ " l/ , n 1w 0r ? , ` �� "�, - �,��� , ; � _ 1- :, ,, w, " � ,�% 4, &1- 7 - � -' � ` , -� " , - - ,, -- , ✓ �?'� ( � --v , � ''� A>,. ,� "'l ' X - � " �, -11 -1 �,� , p "X� 5 � / 'X -/, ', " � ✓ , i"� ,� tee, /// � �1 �" I ",- , , ,-, I , , , e , 1; i -,,,,�-,,,,-, -`,,,-, ,.b�,.� X,I 1�,,/�,,,,�, , "l-�-..-. �,,�/� -�pl-,", ,,-,,,el"",, �, ,�`: ,-"",�,�',�, ,I , " .- , -- - �, K,�/,-�',,�--�,,,",/�,"'? ,,, , � - ,,�,,,,-, , "I , , ", �', "Ill"' I'll I , , � -,,,,�,,�-,-le�--,'�,ll� � , , , ,- ---, 1 , , I I .......� , ," I . 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"®".%"" ."""W` �r^"„�r- e _ ?,*' .• 7- X. r� F ✓' fF Yy r : rY , F .'y3 #r y Y F Xr ✓v S /, / v f Y Y a y,YF F �✓ .G l ny'j �" -'Y'j �,• 9Y/ e f.< /; �'�c ✓ ,�<5r F'!s� �/ l�f F �,s 3 .l _ F c ,'s"l'cx , _ r 9 x° .x 1:� f �,' F a ^y '% f v., 7r� s r .w^ y Y r` ..Yv ✓l'3 m �Y✓' ,<i'./ F, �' g+'/ l � n r,tan r, v✓,/ F ✓'N .rr '' M.,a y •X' Y„�;:P c 1;- -< 46 rrr,' F -✓c'. ?i ) /: f s` Yi d p y .✓ �y's'' } Y+;°' f ; sr N�wF ,:; ✓ .6' �� ,•� ', ' / x rX� ,a,S .jG .r c ;;r �, y�;�. /✓' 21 � ggNg $���$ k.! g��@ � gp �.g( r Y-»'�� yF .c'X .: S 3 �,, /✓Y •".. r �,�. .�/ .r � ? g �..,'ie-.'�us%'ilY�r'-'7�' & ) §a "i h(6 9 is' 8�,.'' Y s, � '� "' z ° r %fix r / r z` i § r r." „fX'°r r v s f�`// d <s s y ,�,j'� 3 i s &i ," v.� s " l f ffj� ,� ys f,y Y s`Y {,: F °- ism—! 'FrreFighter3GL38 is anon-toxic,'°giycerme based F < � .- , ,f" ,9 „Y•-� F ,f'`.k ,,.,, ,.Fr,`✓"".�. � .rx -s' � 'R�:;.€& ,s��.r'' X" i �l✓� x y a rYb:.C.Y ;",a '�v�y�^��k 777 y ,antifreeze;for use in all types of wetftJre sprinkler—� ,3 F F, � , r / rr s s2 r t systems,including CPNG., FlreFighter GL38 is ,% l iE r< d d n" / f ✓ •,�' - , 3 .8 )a":e,�. -,' w €3 : .v '.r✓ r' ..r.;F9 X,. ,?.,,r' / / ° l r f pfactory pre mixed to NFPA guidelines of a 381a ' �" glycerine solution,��' r ✓ . ,/ � ��< � y x;I[ Al <X,� r f X: T / / "� - _ +s'.rY+''r J•1 I,l S./.. l'Y ��'`` FE p�r�t $� Q$ ®p �[y�,ppppy��� 9 dYn f ,6f ' / 9 ✓ /''�� ✓�/-- Ar >�<..� .�-., s" �;J/�4 �pq��1',q� i� r � y�+'l � gh t '6rS. '7PtlJ5 s ,, ✓ „la r ry j/.`j ..- r >,✓ o �,,..+a s �,Y� '1Y li+ syv'''- Y "° 'i 7 f'�,:, / / rs `,�" <tn $ a- a c .,X ''' S y, y 6 y Y.N y F ,� ° x ✓: /� Y ' <" v°s"s yFireFlghter-GL/48 is anon=toxic,,giycerme based� y " Eantifreeze for uspl M`6lJr,,1yPeS of wet fire sprinkler �� ��x; � � systems,incWding;CPVC FlreFighter GL48 is� ; n ;� � � �� � /y'���x�� r �, � s;,, � � F r v % c r / l" �✓ X'j � �'��le+w�u.(�WhtU r v-e facto � re mixed to NFPA uidelines o f 48% s #$ 3 ;�' � Yy I glycerine solution:,certified by NSF for use with f �3W '; ✓ f ; °• .: _� ,' - - ��' ,, ✓''"rY y / :. �,y''. r' w�: r' v�,r 5�y �,�"�� '�!F f�5�..1� Yf :9 r ✓ / yy ���, Y <✓ '' r'�3 � -.r.-: r 'Y as sy S rY3' �.r✓��y � .+ � Ir yr,/y - When,psiri :'`l cerise rm etaltrc ess i tems,oran,>srtuat�on;where ihreadetl connectlansex+st.be'auvare;ttiat:fhemolecular s�#Cucfur bf,' I c rase ¢a%. a'' ....�, •,s, .a ., ,. .:.�+ ,,: ;.,, ��,�'„^�'... ,,,f';... ...'{,:�u �,., . . ,,.�'4.v -,s:� „ ....:x, :`s, >:, ,.%/✓'13,�!ys,�v'„ ��,>., .. v :,;'.,.; G�r'",,': �"�,�.'/.,.:.,r..; relah 9 9Y m Pp ,Y tie to water"may°allow//iYcerise fo seeut ofconnections,whtchsre/.Dose or�,00rl 'sealed,even if wateratone does not see out of the any , "� system Seepage wrll reduce glycerrne concentration and degrease the level olfreexe;proteciian y' ' y ,' ' t ........,s..._.,.�.��...._..,_M.........m...,;�.�,.,.._..,.w.,...,_,...�n._..»._, _�,_.._..,.,.h......u�.._. .u,..�_..r_-_..z-......�a-.... ,._.r.,.......�,.-m,M...4,.mac...-...._.._�__._......z<::.,t..x.,............w....,.,,,._^�,....�...::°_.,_.,�.-.u.,....M.,�_... c;._�M........ _-,�t._..?,u;.x{ NO ft ��✓ter ; A1/AILABLE SIZES Ell �� =01" • 5-gallon pails Color Orange • 30-gallon drums Specific Gravity* 1.095 • 55-gallon drums z Viscosity* 3.8cp • 275 or 330-gallon totes Density*l 1.092 g/cc 5,000-gallon tank truck (g a s/ ) AVAILABILITY Boiling Point** 218°F FireFighter GL38 and GL48 are available throughout the U.S.through = wholesale distributors. Please Y r contact Noble Company for your local Xg << sf Color Orange representative and wholesaler. t Specific Gravity* 1,122 CUSTOM BLENDS ' ` ` Custom formulations are available Viscosity* 6.3cP for lower concentrations of glycerine. Density* 1.118 g/cc Please contact Noble Company for w a ° (grams/ml) FBG more information. Boiling Point** 218°F INGREDIENTS SYSTEM PROTECTION Active: USP Grade Glycerine Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the Other: Viscosity Reduction Agent, temperature where the fluid is solid, expanding, and bursting the vessel. Minimum burst point Food-Grade Dye is the temperature where the fluid is at a hard freeze. *Specific gravity measured at 77'F/25°C. **Boiling point,density,and viscosity are measured at atmospheric pressure of 760mm. **'Fire point measured using Pensky-Martens Closed Cup test. 2 FBCTm System Compatible indicates that this product has been tested,and is monitored on an ongoing basis to ensure its chemical compatibility with FlowGuard Goldp, e rM f 7 x ✓ l , f. Asa�•����" ` -�" .�'z,'���,�� „�- ;��a g s l's���°'��' x x�/f,'+�-fj�f fJ/ f r ` �* .re�, %di Ys _ °c.� � �' �rff�,`3 �.�r � .�/x :.''£c� a,i�'�, �., `�'� �` •��ya y'" � � � ��� "�Y• ��� -__ � �a�+ b� '�` �' ,,.�.�' � � ��� ash a;�' r ,F„•,*§°.°: .&. � %x;, ..�*9,y,.�tat r ��' � .a ' x ,� fa. '.rb� r � � r � x �,•" '� "..°,,`�� ��F'a;��s��s�P � r" � .:f <`'���:- t T�t r z r fr x r�s�4�� � � Jsr r f �': �`ff ME •• fy ��r sty��Yf/.s �>� r "�7���. � �,�.r..� '�' ��.�.-�a'' � �S��,v��'plv"'yt'rt�'. �,�' a a aa� ��� �,a. T'�Y��i f,✓s � y r ✓'�Sr x ", �a t"' ,^ off. �aia 3.; �% � ����i � y, r �✓ ��/ s�� y �f �/f ��r� � tf f �s ioms ,t ryp�gpyW'!{'FpyY f6�6.f YU !—� ltlA Y'OIN'T sa r �; f'Y"VIIYT rr`" r $Fl � _ rx,.� {�'t ✓,�y1 f %+'.f .£a /, • 'J,''l� ',tft ^, 7^; 5e - � �'d'� '/ /. � � � ,tf �}�d'�y-ai,�L=f �'aFf/`' .r �� � /s�� �• � r'�s ff r i_✓jj"i�.�/` .s�Sf �,�� Fu,��f���f�� ��,rfti'�^t f x� 1 � / ���� kow N�"t yzx " rail �ka M � A� ■ ig . ,Xr as YN a �r� �/z` '��'�f faa,t r*F�" „i'* a f�'``,� ',p�✓-�`. �t�,��� z x R '' a�..:. ��c��d f��.." ;gy-� x� ; pro '; .s%�''t'�✓�f� ,f �s`�v�ter'€:. �� s,� ��`"� crr-' w g"'man n 'INI'ma NS. �r}k`� <r n "� �" �.p ha�a s" �%.�'� � d� 1 s ✓�✓yr, �µ�4 �''� ti �' 1 ��..g"'s°�� .� +''�' � �� ��&�,� '�a;% dy 'a � v a �y r✓Y' .�'e f ��9y r a�'�s a >s, r, z s rS r's� .�' s'a�� "� /� � a• taw {':^, i �" `'�, ,,.. If `G. 6 � FiN "�:3�J'%..^ 3,' P''�3'FF'�f`9 1�,.JT' f l� ✓ c,. J " F r ay iy ap`7 �'YG`✓' � r 1'r '%.i�-1,",'Y f�i �,.€al�c y 5 ��/ y f'�`' '�r v �r ' a`� -,f ,' k/ ,'"�Sr'�' / f 1 r✓. / /✓ o f �� ✓FREEZE LOW / BUST BlJiiST FLASH; � y y / POINT/ /,PO NT POIt�T� /A POO '�� I IN���/ �s�w.�.c�a��,�'Z''g y y z .✓ ✓3 �z% ✓nrfr` _ z� �,� ,�x���r00i� / s vv �✓� Div r: � < �`r s`ar�nv�caua �r � ��/£ �� � iO � � ✓wr t F,,.^ �' f r r v ,01ray ' 0 2 4 6 8 10 My / Y 20 MO / t� F � / Ir r r G F pH y 1 �' 1 / yr/ �.¢' ra /,�x �, �` `$'b" �'i; ' rs 1'' `� .r 4 'a� r s,z ' ' ' rr/ ✓ �v ° +� r/, / ✓ rf �� Al,� "',�'J` T ,�, s f -fi r a Sr,s.. S �' {'C ✓ r �r' ,r z y 7 y ✓y' r.: ssc ""°: a -s' y�� 5 � { ✓�{ ry, .: ' {7 y ✓y f „r,r e'. .,:'' r f6 ,<'.' ✓"r✓�, y' 33. � ✓r .�,,•` s <,<r .. ✓�/� '✓r' ;c' i✓:F `�i'r'i'/ .. „,. y,,r' r FT{g�ayy' ;�. r ,y,y .r, < �,r� ,.a• % '/�ry>v'r `" 7r f x✓✓ ,x �y'�✓ry'y ...tc 2 r x,•' ,.r6�� sr'''✓^� ✓i23•: �-.' .." { r < yr/, e r- ✓ s f ,t ✓ ✓ .( v ' .5 a' §�ri r✓'' sr r =iy,� r'y 13; m h ,A ar/ yr' /✓?y�/it t - ,>/ r X { ! c{ "M �r',<'/ zy ,r; nyy`�,y �rw pa p(' gT R a/'.�� � {+'�,4..{f �c i'f v P;_,30 .r^r y sv' 1''r ;r ✓ r ,, 3 'ry r x,.,� F yl,.N'�`r ,rh ;,-.;v ss W -'"''i f,; {t-,� ? F o / FlreFighter�PG30 Is anon,toxic, propylene gly col {, „ r / s`,,,' ' ✓✓''. .' i ` s '�' 'ti.. '�;� y''. ` ` rw f. "y ✓''y " !',{{'y.�` r` ."«..� ' '` ry:>,'�i based anttfreeze2foruse in',all t es of wetsftre ' 4 y ' y, i a.,. r y Yp q a ! `' r„r• , °w�a `'' y zr N {s A... 6 3 M%5W"N �' / s sinnkler systems,with:the exce lion of CP1/C and, g / fr r ..._>'` ,/gyp/r, {u �As<•5 y, ..a�z ir,. •'�„y'3'+yrr�,s,.� Yid r it pry /E " i' IIII tl I III�t'di`ie r, l , t r q galvanized FlreFlghter PG30 Is factory pre mixed to Y y/ {i' .i ! ,• � � k � jv'; z y � � r '�� �10NFPA uldellnes5of a 30°0'ro lene I col solution -{ ,x y fi "`4 a 4°i✓,.E — 'i: r ,r',''' E' ns_ j� rr., `c�� ',.:,'/y "/ _' �✓ � /�'.s r � , •is" FireFtgh$�r� PG38 � � rey� � � �� ���r y { l ✓3" z r a /{ '"rJ %.�S,Fy ✓ z -.hs i/ . .. r f , F- ':✓.,2' ,fir ssx /,r„7' ,�! ✓r ;�,� ;. t� {���<^`�`, { d� � 5�..� ����=✓ /v .rr ,..✓�: p � zN cN "F�,, 5la. ., y �r ✓. ,* / �`: FftyeFighter PG38r+s afnon toxic,propylenevg(ycol ti ti,y ,Z'r�� A y "� « p 5 � y ✓ ry'�, "S v '; ° '" f yr`y ,`.a l r ✓!=r / ✓ � _ �s I i basett antrfreez �for use m�all'types.of wet fire "- v` ;/�� f �spnnkler systems;uvtth%the ezceptfon of CPVC r✓�{. � r r.-� r"'✓y°'✓✓k ._ .! .% ,tyz� w.w�++W ,'"r rz .e r galvanrzedF ire ighter PG38 is factory preymtxed to , A, yNFPA guidelines of a 38l propylene glycol solufion sy " , y/ , ✓ �.� i h v r✓ y 3 i ?r ✓ r y s f ly. e :s�S / ✓'; v v y r• / % r fi/ r Sr d' >y a ✓' Y ; - rY .{n°sy sy r sy{ .., ,5/s �„ - ✓` s /s '• 7�{., / : s s `�r 5 .5 > ✓ r�fr.`ri /il `x i y ,� a i s{'' ,✓ / Y✓ 5° Y yr , y�i �,�"9 s, ✓s� :. <.y is �d ,.r` a`' ✓,` r / v'r'f a '3'>'r`''�y. :" i / r� y' y�q`"':,, 'v , ,rr' % r�,F� ' i �2�3' ✓;. r, s y - ✓ �' / r ,r� "` r r x✓ i/ >1'} ✓ £'ly'` r y r y r- G'ry �c y l' '� ✓ { Y ,r ,.4 ,;� /:✓ �' 3'rr,{ a yr 1 S � ✓ F.€',� ''' fi,, • ✓' r �• y 52v /l / � �r �/''a'�'� '': .r �4 ✓ If r ��J :e's/ ��5rw,,r, � �.es' y,'r ;r,S''"r � rr r rr �✓�/s :,./� /�...� �.rr�. ,-'� �c l� {X y,.�� r h � � ���.����,..,�" v r r ��� �� ��,/:{���/�.�,ti�y, .+.� ��.v'�✓ .'r:, Y3 � sr� r k {✓�>�r� �3 "'� :y' ;� �� ✓'"�.�' :� y s -g }'` v .�� �,� �°�''v' s rt� ✓✓ �y`�3""-{��i: �'�v'•rr ' y <"",�` a' �r � ,r r { � r �.Nr'F� x,�=� CC e,$v 5 may'' ��� � � ,��. 3'9r i r,�/ <; •� s r � ``{,�, w}. � ''r / lr 6 s,� r/a'�'{� r r��� �;:�'�•+,', .:.--;E�f7.�.... ..M...,ry.,._-xw....;�,.�:.....;s.'m.._.ITY..rfw...��a„_.............e'<..,r�,...>..,,....�. _,w k�.Ms...<,...<.,, _d.w.....:.......ru�...�f m ��.K..s.������v.�.rw�..».�...w..•c:��x��l�,:/sr x��.�..�.�sl' 5,�._r_.�:'.��.�<s'..%�....�.x'..t-:m '�.� r� / r 3 p Q kyW V AVAILABLE SIZES • 1-gallon plastic bottles Color Red • 5-gallon pails reF' Specific Gravity* 1.024 �te�' 30-gallon drums Viscosity* 2.6 cP • 55-gallon drums Density* • 275 or 330-g allon totes 1 (grams ml) .027 g/cc ' • 5,000-gallon tank truck Boiling Point** 218OF AVAILABILITY Fh FireFighter PG30 and PG38 are available throughout the U.S.through wholesale � Color Red distributors. Please contact Noble 4 Company for your local representative and / dreF'°[ Specific Gravity* 1.030 wholesaler. f a Viscosity* 3.5 cP CUSTOM BLENDS Custom formulations are available for Density* 1.033 /cc yr tiW y (grams/ml) g lower concentrations of propylene glycol. Please contact Noble Company for more Boiling Point** 218°F information. SYSTEM PROTECTION INGREDIENTS Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the Active: Propylene Glycol temperature where the fluid is solid, expanding, and bursting the vessel. Minimum burst point Other:Viscosity Reduction Agent, is the temperature where the fluid is at a hard freeze.'Specific gravity measured at 770F/25'c. Food-Grade Dye, Corrosion Inhibitor `*Boiling point,density,and viscosity are measured at atmospheric pressure of 760mm. ""Fire point measured using Pensky-Martens Closed Cup test. 5 ✓ � '" � / `✓ "' is� ..s� dfi ;,'�'" �`/ ✓l ✓ �s y, /� t � ' 3v �b���yS a ad�f � �° a '� .✓,,'r''l' f✓ .y '''a�y��' v�"`����f�✓. ✓a,� ,✓r Chemicals which compose FireFighter GL38 and GL48 and FireFighter PG30 and PG38 can break down over time. NFPA 25 requires that the freezing point of the system be tested at least once a year. Periodic testing of systems is critical to maintaining the proper concentration and freeze point of the fluid. Leaks, pressure surges, and temperature changes to the system can cause antifreeze to flow out of the system or water to flow into the system changing the freeze temperature. TESTING FIREFIGHTER ANTIFREEZE To test the freeze protection level of FireFighter GL38 and GL48 NFPA requires a tag to be affixed to the riser indicating the date and FireFighter PG30 and PG38, the correct instrument must tested or replaced,the type and concentration by volume of fluid be used. used, system capacity(in volume), contractor name and license For testing FireFighter GL38 and GL48, Noble Company offers number, and a statement indicating if the entire system was two instruments: drained and replaced with antifreeze. Tags are available free of 1)A laboratory grade hydrometer charge from Noble Company or your local FireFighter distributor. 2)A digital refractometer For testing FireFighter PG30 and PG38, Noble Company offers r two instruments: ✓� ,. y r�S ;may .,'� t � �� � ��'� F 1)An analog refractometer ����" ✓ ✓ p �i , , 2 A digital refractometer ��" R' When testing indicates that the solution has weakened, drain IWO jr,XMr ap the system according to NFPA requirements and replace with ., new FireFighter GL38, GL48, PG30, or PG38 according to the installation instructions and all NFPA requirements. Do not add concentrate or dilute. ° For further information concerning correct testing procedures X-s�r h � y and test instruments, contact our technical services department and ask for"How to Choose the Correct Antifreeze Loop Tester," or visit our website,www.noblecompany.com. p 6 INSTALLATION INSTRUCTIONS SYSTEM REQUIREMENTS, LIMITATIONS,&CAUTIONS Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter GL38 NFPA requirements. and GL48, and FireFighter PG30 and PG38 should conform to •FireFighter should be tested prior to introduction into the system. local,state,and NFPA requirements.The use of antifreeze within these systems should also conform to NFPA requirements. • Do not dilute or add concentrate to FireFighter. FireFighter PG30 and PG38 should not be used with systems • After filling the system, follow NFPA guidelines for testing the containing galvanized metals or CPVC pipe. antifreeze. Fluid samples should be tested from a minimum of a Use of antifreeze solutions should also be in conformance with high point and low point,and should be comparable to both,each any state or local health codes. Please contact your local health other, and to the sample of the fluid tested prior to introduction authorities if you have any questions concerning the codes in into the system. your area. • NFPA requires a tag to be affixed to the riser indicating the date tested or replaced, the type and concentration by volume of fluid used, system capacity (in volume), contractor name and license number, and a statement indicating if the entire system was drained and replaced with antifreeze. Tags are available free of charge from Noble Company or your local FireFighter distributor. TESTING ACCESSORIES ANALOGHYDROMETER • For testing the freeze point For testing the freeze point ' • Use for testing propylene glycol Use for testing glycerine • Can be used to test batteries ,� _ For use with: FireFighter GL38 and FireFighter GL48 For use with: FireFighter PG30 and FireFighter PG38 PALMABBEDIGITALREFRACTOMETER • Instant results of freezing point(PG &GL)and %concentration by volume • Use for testing propylene glycol � 3 and glycerine • Auto calibration For use with:FireFighter PG30, FireFighter PG38, FireFighter GL38, and FireFighter GL48 7 f f `mi a i k i Copper Tube Type L Polybutylene Tube TECHNICAL SUPPORT Tubing Size Gallons of Tubing Size Gallons of Specifications, installation design, installation techniques,and Fluid/100 ft. Fluid/100 ft. unique applications will be reviewed upon request. Address 1/2" 1.210 1/2" 1.02 inquiries ATTN: FireFighter Technical Support, Email us: 3/4" 2.510 3/4" 2.06 sales@noblecompany.com, or phone us at:800-878-5788. 1" .—:4.280 Field services are available through factory representatives 1" 3.46 and Noble Company staff. Contact Noble Company for local 1 1/4" 6.520 11/4" 5.16 representatives. 1 1/2" 9.250 2" 16.060 1 1/2" 7.00 Additional product information and SIDS are available immediately through our website at www.noblecompany.com. 21/2" 23.780 2" 12.34 Schedule 40 Pipe BlazeMaster®Pipe Tubing Size Gallons of Tubing Size Gallons of Fluid/100 ft. Fluid/100 ft. ill 4.82 3/4" 3.188 4. p 1 1/4" 8.29 1" 5.018 1 1/2" 11.107 1 1/4" 7.997 2" 18.42 1 1/2" 10.471 21/2" 24.87 2" 16.369 3" 38.40 21/2" 23.953 4" 66.13 3" 35.530 Proud member of: NATIONAL FIRE SPRINKLER s•..,d:•..«`mnw, ® ASSOCIATION,INC. NFPA ` A division or 7300 Enterprise Drive,Spring Lake,MI 49456.800.878-5788•Fax:231-799-8850•www.noblecompany.com FEDERAL PROCESS ®Registered Trademark of Noble Company TM Trademark of Noble Company,Spring Lake,MI.©2019 Noble Company [0 RPO KATI 0 N File#FF062019-03 1 06/19 1 Supersedes FF022018-04 and FF042017-01 Reliable Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model G5 Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 1313, Wet Pipe Sprinkler Systems (formerly 13930) Flat concealed pendent sprinklers shall be [cULus Listed quick response] [FM Approved standard response]. Sprinkler to be of bronze frame construction with drop down deflector and [1650F (740C)] [212°F (1000C)] fusible solder link assembly. Water seal construction shall utilize Belleville spring seal coated with Teflon film on both sides. Concealed pendent sprinkler shall have a nominal K-factor of[2.8 gpm/psi"2 (40 I/min/bar'12) —small orifice] [4.2 gpm/psi'/2 (60 I/min/bar'/2) —small orifice] [5.6 gpm/psi'/2 (80 I/min/bar'/2) — standard orifice] [8.0 gpm/psi"2 (115 I/min/bar'/2) — large orifice] and have ['/2" NPT] [R'/] [3/" NPT] [R3/] thread. Sprinklers shall have a rated working pressure of [175 psi (12 bar)] [250 psi (17 bar)] [300 psi (21 bar)]. Flat cover plate assembly construction shall consist of brass cover plate attached to copper alloy skirt using [1350F (570C)] [165°F (74°C)] ordinary temperature classification solder. Concealed pendent sprinklers shall be low profile, having a maximum installation dimension of 2%" (57 mm) at full cover plate adjustment. Cover plate shall attach to sprinkler cup assembly by a threaded engagement providing 3/" (19 mm) of cover plate adjustment. Cover plate design shall be [White Painted] [Chrome] [Special Finish —specify]. A secure, factory installed protective cap shall be provided and shall be capable of preventing paint, joint compound, and other foreign matter from getting between and into the sprinkler cup assembly. The protective cap shall be wrench-able and remain on the sprinkler until the sprinkler system is placed in service. Sprinklers shall be of the Model G5 Series. Refer to Reliable Bulletin 034 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty,South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 Bulletin 034 May 2022 p Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Relmlabi Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 [40,60,80,&115 metric]) `ysr k 3 ti 6 • Flat concealed cover plate available in a variety of finishes. We �4 • Available with Stainless Steel Clad cover plate(see Table 1). �; • 3/4-inch 19 mm cover plate adjustment. • Cover plate available with optional gasket. Model G5 Cover Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All y Model G5 series sprinklers use a fusible-link operating element. " The sprinklers are offered with a standard Model G5 cover plate, ' yam ° a Model G5 cover plate with a quick-response(QR)gasket,or a ' Model G5 cover plate with a standard-response(SR)gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note:Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summa _ K-Factor Listings, Max.Working Sprinkler Sprinkler 12 Cover Plate Model gpm/psi Model and Sensitivity Pressure Identification (Urnin/bar'r2) Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 2.8 FM SIR(40) G5 QR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR G5 G5-42 (60) G5 QR Gasket cULus QR 175 (12) RA3413 G5 SR Gasket cULus SR G5 cULus QR 250(17) 5.6 FM, LPCB,VdS,CE SR 175(12) G5-56 (80) G5 QR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) G5 G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 (810) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesDrinkler.com Model G5-28 Standard Coverage,Concealed Pendent Sprinkler SIN RA341 , Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165-F(74-C) Threads:1/2"NPT or ISO 7-1 131/2 212'F(100'C) Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket - Yoke:Brass Alloy ? Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals ' cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ...... Tower ....... Fusible Link 3/4"(19 mm)Max. 3/16"(5 mm) Deflector(retracted) �.; ! Cover Plate Adjustment Pin(extended) Deflector extended ' Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia, Ceiling Model G5-28 Sprinkler Sensitivity •• = • Listing or Approval Agency Cover Plate Model cULus FM G5 QR SR G5 QR Gasket QR -- G5 SR Gasket SR SR QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 2 of 9 May 2022 www.reliablesprinkler.com StandardModel G5-42 . Technical Specifications Sprinkler Temperature Ratings r Style:Flat Concealed Pendent 165-F(74-C) Threads:1/2"NPT or ISO 7-1 Ri/2 212-F(100-C) Nominal K-Factor:4.2(60 metric) Sensitivity `F Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket HI a Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table 1) Towers:Copper Alloy Sprinkler Wrench ¢, Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions �• 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ...... Tower Fusible Link 3/4"(19 mm)Max. -- I Deflector(retracted) �.; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector(extended)---� Model G4/G5 Cover Plate:;73-5/16" VCeiling Model G5-42 Sensitivity .. - Listing or Approval Agency Cover Plate Model - cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Reliabl Page 3 of 9 May 2022 www.reliablesprinkler.com StandardModel G5-56 RA3415 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) . Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C)(cULus,FM,LPCB,CE only) u� Nominal K-Factor:5.6 80 metric)) Sensitivity Max.Working Pressure: (See Table D) 175 psi(12 bar) Cover Plates 250 psi(17 bar)(cULus only) Model G5 Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) � � , Sprinkler Body:Brass Alloy ' Levers:Bronze Alloy Cover Plate Finishes ". Yoke:Brass Alloy (See Table I) Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model W3 Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals " r @ Deflector:Bronze Alloy cULus Listed(Light&Ordinary Hazard only) Cup:Steel FM Approved LPCB Approved VdS Approved[165°F(74°C)only] CE Listed(2831-CPR-S2062) Model G5-56 Sprinkler Components and Dimensions �• �? 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. Deflector(retracted) Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 Sensitivity .. - r = Listing or Approval Agency. over Plate Model cULus FM . LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR -- -- G5 SR Gasket SR SR -- QR:Quick-response SR:Standard-response Bulletin 034 Reliably Page 4 of 9 May 2022 www.reliablesprinkler.com Model . 300 Standard Coverage, Concealed Pendent Sprinkler • 1 4l Technical Specifications Sprinkler Temperature Ratings » ` Style:Flat Concealed Pendent 165-F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket : Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table I) Load Screw:Bronze Alloy P, {� Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model 135-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. Deflector(retracted) ' ;; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Ilk Deflector(extended)- ^_ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V Ceiling Model G5-56 300 Sensitivity F1• ' . Listing or Approval-Agency -Cover Plate Model G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin Reliably Page r.of 9 May 2022 �� www.reliablesprinkler.com Model G5-80 Standard Coverage,Concealed Pendent Sprinkler SIN RA341 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165'F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity ' Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket � ��� Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes (See Table 1) Load Screw:Bronze Alloy o Towers:Copper Alloy Sprinkler Wrench a• ,; Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link I' 3/4"(19 mm)Max. - Deflector(retracted) �. Cover Plate Adjustment 3/16"(5 mm) Pin(extended) 1 ' II Deflector(extended)- � Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity - y Listing:,or ApprovalrAgency -Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 ReIIabl Page 6 of 9 May 2022 www.reliablesprinkler.com Model :1 •, • Coverage, Concealed Pendent Sprinkler7 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4'NPT or ISO 7-1 R3/4 212°F(100°C) = Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure: 175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table I) n, ,w Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model W3 Pins:Stainless Steel Model FC Deflector:Stainless Steel Listings and Approvals Cup:Steel FM Approved Model G5-80F Sprinkler Components and Dimensions ) 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link ;I 3/4"(19 mm)Max. - Deflector(retracted) ; Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) I Deflector(extended)-- ^� Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity • ;Cover.Plate Model: 'Listing or Approval Agency FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 Reliable Page 7 of 9 May 2022 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information - .Recommended p Min.to Max. Min.to Max. ended Dropped' Cover.Plate Cover Plate Cover,Plate Face of Fitting Hole Diameter in' 'Deflector Temperature Cover Plate Diameter Adjustment to Ceiling` Distance Rating Model - '-.Inch Inch Ceiling(,)Inch .. below,Celling F (mm) (mm) (mm) Inch(mm) inch` (°C) mm G5 3-5/16 (84) 135°F(3) 3-11/16 (57°C) G5 QR Gasket(') (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket(2) 4 165°F(4) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 1507(66°C). Cover Plate Finishes(l)(2) • • - Listing &Approval Agencies Standard Finishes Special A lication'Finishes White Paint Off White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(3) Underwriters Laboratories, Inc.and UL Canada (cULus) Raw Brass(Lacquered) Listing Category:Sprinklers,Automatic and Open Bright Brass(4) Guide Number: N V p Finished Bronze(4) Satin Chrome(4) FM Approvals(FM) Stainless Steel Clad(5) Loss Prevention Certification Board (LPCB) Custom Printed VdS Schadenverhutung GmbH (VdS) Notes: EC-Certificate of Conformity 0832-CPD-2062(CE) 1. Paint or any other coating applied over the factory finish will void all See Table A and the individual sprinkler data sheets in this Bulletin approvals and warranties. for listings and approvals applicable to each sprinkler. 2. Cover plates do not carry corrosion resistant listings or approvals. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the Installation finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities Model G5 series sprinklers are standard coverage,flat plate having jurisdiction. Model G5 series sprinklers must not be concealed pendent sprinklers.The sprinklers are intended for installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets,as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are shipped with awrench-able protective cap that should remain on the sprinkler until the Model G5 series sprinklers are available as either Quick-response sprinkler system is placed in service following construction. (QR)or Standard-response(SR)depending on the approval Model G5 series sprinklers can be installed without removing agency and cover plate selected. the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using Model G5 series sprinklers use Model G5 flat cover plates. Model the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 Reliable Page 8 of 9 May 2022 www.rellablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied). Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates. Model G5 series sprinklers have wrenches are designed to be turned with a standard 1/2"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads. Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque . . - Recommended Installation Guarantee Sprinkler Threads Torque- (min.-'max:). For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, ft.lb N.m =, and conditions,visit www.reliablesprinkler.com. '/2" NPT or IS07-1 R1/2 8-18 11-24 %"NPT or IS07-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand, pushing and then turning the cover Ordering Information in the clockwise direction until it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt Sprinkler only. Do not glue the gasket in place or allow the gasket to overlap • Model[G5-28][G5-42][G5-56] [G5-56 300] both the cover plate and the flange of the skirt. [G5-80][G5-80F] • Temperature Rating[165°F(74°C)] [212°F(100°C)] Maintenance • Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5,G5 QR Gasket,G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. • Finish(See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for • Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without o touching the sprinkler. rn rn z 0- Bulletin 034 e11 bl Page 9 of 9 May 2022 www.reliablesprinkler.com Bulletin 014 December 2021 co ® Model F1 FR Series Mt Quick Response ID .� Glass Bulb Sprinklers o CD Model F1 FR56 Sprinkler Types (D Standard Spray Upright . o Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Y Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent U) Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types a � � Standard Spray Pendent 3 Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler ' Types Y Standard Spray Upright Vertical Sidewall Horizontal Sidewall Recessed o� Standard Spray Pendent Pendent/F1/F2 0 Model F1 FR40 Sprinkler Types -f %# h3 S f Y Standard Spray Pendent ° � o Model F1 FR42, 171 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types >� Standard Spray Pendent W r, ° � , > Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed ( Types Horizontal Sidewall Pendent Pendent/FP ca a Standard Spray Pendent with less than 0.25% Lead Con- tent ` w Listing &Approvals t The following organizations provide Listings or Approvals for �x various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific a> listings and approvals applicable to each sprinkler. XLH Upright XLH Pendent XLH Recessed ED Pendent F1/F2 a 1. Underwriters Laboratories Inc.and Certified for Cana- Product Description a da (cULus) in accordance with ANSI/UL199. ui 2. FM Approvals (FM) Reliable Model F1 FR series sprinklers �- are quick-response automatic sprinklers 0 3. Loss Prevention Certification Board (LPCB) . N 4. VdS Schadenverhutung GmbH (VdS) with a glass bulb thermal element. Model 0 5. Underwriters Laboratories Inc. and Underwriters Lab- F1 FR series sprinklers are Standard Spray oratories of Canada Certified for Health Effects to NSF/ sprinklers,with the exception of the Model ANSI Standard 61 Annex G (ULH) F1FR56 Conventional sprinkler which is XLH Recessed 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- an Old-style/Conventional sprinkler. Pendent FP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb. These sprinklers have demonstrated 7. WaterMark certified. Certificate Number 23347. (WM) response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response UL Listing Category enables the Model F1 FIR Series sprinklers to apply water to a Sprinklers,Automatic&Open (VNIV) fire faster than standard-response sprinklers of the same tem- Quick Response Sprinkler perature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule. This glass bulb is specially constructed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in Model F1 FR Series sprinklers must be installed with the Reli- both the liquid and vapor phases.The vapor phase can be seen able sprinkler installation wrench identified in the Design and as a small bubble.As heat is applied,the liquid expands,forcing Installation Information table in this Bulletin. Any other wrench the bubble smaller and smaller as the liquid pressure increases. may damage the sprinkler. A leak tight sprinkler joint can be Continued heating forces the liquid to push out against the bulb, obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not causing the glass to shatter,opening the waterway and allowing tighten sprinklers over the maximum recommended installation the deflector to distribute the discharging water. torque. Exceeding the maximum recommended installation Model F1 FR Series sprinklers provide a wide range of options torque may cause leakage or impairment of the sprinkler. where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3,as applicable to the specific • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 model being installed.The Recessed Escutcheon Data table in metric), and 5.6 (80 metric) the Bulletin identifies the only recessed escutcheons that are • Flush, recessed, and concealed installations permitted to be used with each Model F1 FR Series Recessed N See the Design and Installation Information table in this Bul- sprinkler.The use of any other recessed escutcheon will void all iv letin for information on the approvals and availability of specific approvals and negate all warranties. Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizontal Model F1 FR Series Concealed Pendent sprinklers are to J Sidewall sprinklers are required to be used with Reliable Model be installed as shown in Fig. 4 or Fig. 5, as applicable to the x F1, F2, or FP recessed escutcheons. See the Recessed Es- selected cover plate. Model F1 FR56 Concealed Pendent and r_ cutcheon Data table in this Bulletin for listing and approval infor- Model F1 FR56LL Concealed Pendent sprinklers have a facto- r_ mation with each specific Model F1 FR series sprinkler. Model ry-installed Model CCP cup.A protective cap is installed at the Y F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are factory that should remain on the sprinkler until the sprinkler is o a friction fit assembly allowing for 3/4-inch (19mm) and 1/2- installed and should then be reinstalled on the sprinkler until the Y inch(12.7mm)of adjustment, respectively. Model FP recessed cover plate is installed.The concealed sprinkler assemblies are 0 escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) completed by the installation of a Model CCP push-on/thread- Y threaded adjustment. off cover plate assembly.The cover plate and sprinkler cup as- o Model F1 FR56 Concealed Pendent and Model F1 FR56LL semblies are joined using a cover plate skirt with flexible tabs C Concealed Pendent sprinklers are required to be used with for threaded engagement. A choice of two Model CCP cover Model CCP cover plates.A standard profile Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch plate is available that provides up to 1/2-inch(12.7mm)of cover (8mm) of cover adjustment. Do not install Model F1 FR Series plate adjustment. In addition, a low profile Model CCP cover Concealed Pendent sprinklers in ceilings which have positive o plate is also available that provides up to 5/16-inch (8.Omm)of pressure in the space above. a cover plate adjustment. See the Design and Installation Infor- Model F1 FR Series Concealed Pendent sprinklers require o mation and Listed and Approved Temperature Ratings tables a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The in this Bulletin for further information on approved cover plate Model W4 wrench is used to engage the sprinkler wrenching sur- options. faces and to install the sprinkler in the fitting.Remove the protective 3 Application cap to install the sprinkler,then reinstall the protective cap until the Model F1 FR Series sprinklers are intended for use in ac- cover plate is installed.When inserting or removing the wrench from a) cordance with NFPA 13, FM Property Loss Prevention Data the sprinkler/cup assembly,care should be taken to prevent dam- a) Sheets, and the requirements of the Authority Having Juris- age to the sprinkler. Do not wrench any other part of the sprinkler/ a- diction. Care must be exercised that the k-factor, tempera- cup assembly.Installation is completed by removing the protective ture rating, deflector style, and sprinkler type are in accor- cap from the sprinkler and pushing the cover plate onto the cup. 0 dance with the requirements of the applicable design and Final adjustment is made by hand turning the cover plate until the Ninstallation standards. In addition, Model F1 FR Series sprin- skirt flange makes full contact with the ceiling.Cover plate removal N klers must be used in accordance with their listings and ap- requires turning the cover plate in the counter clockwise direction. m provals, as well as the information provided in this Bulletin. After installation, inspect all sprinklers to ensure that there is a gap Installation between the cover plate and ceiling and that the four cup slots are Glass bulb sprinklers have orange bulb protectors or protec- open and free from any air flow impediment to the space above. tive caps to minimize bulb damage during shipping, handling Concealed cover plate/cup assemblies are listed only for use and installation. Reliable sprinkler installation wrenches are with specific sprinklers.The use of any concealed cover plate/ designed to install sprinklers with bulb protectors in place. Re- cup assembly other than the Reliable Model CCP with Model move the bulb protector at the time when the sprinkler system is F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed placed in service for fire protection.Removal of the bulb protec- Pendent sprinklers or the use of the Model CCP Concealed for before this time may leave the bulb vulnerable to damage. cover plate assembly on any sprinkler with which it is not spe- Remove bulb protectors by undoing the clasp by hand. Do not cifically listed my prevent good fire protection and will void all use tools to remove bulb protectors. guarantees,warranties,listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar)- 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 N F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 W4 RA1411 cULus 2 A) Upright 2.25 57 W2 RA1421 cULus 1,2 c Pendent 2.25 57 W2 RA1418 VdS Q F1 FR40 4.0 57 3/8 10 Recessed Pendent 2.25 57 W4 RA1418 VdS U 2 Pendent 2.25 57 W2 RA1413 cULus 2 X F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 nz Upright 2.25 57 W2 RA1423 cULus 1,2 �`! F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus,ULH Y Recessed Pendent 2.25 57 W4 RA1410 cULus, ULH d F1 FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 Y (F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 ao with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 YcULus, FM, Pendent 2.25 57 W2 RA1414 LPCB,VdS,EC, 1,2,3,4 ° WM o cULus,FM, m Recessed Pendent 2.25 57 W4 RA1414 LPCB,VdS,EC, 1,2,3,4 > WM F1 FR56 5.6 80 1/2 15 cULus,VdS,EC, Concealed Pendent 2.25 57 W4 RA1414 WM 5,6 CL cULus, FM, o Upright 2.25 57 W2 RA1425 LPCB,VdS, EC, 1,2,3,4 WM "Conventional 2.25 57 W2 RA1475 LPCB,VdS, EC, 4 a) (Pendent or Upright)" WM a> Pendent 2.25 57 W2 RA1415 cULus,ULH 1 (D F1FR56LL 5.6 80 112 15 Recessed Pendent 2.25 1 57 W4 RA14151 cULus, ULH a� as Concealed Pendent 2.25 57 W4 RA1415 cULus, ULH 6 a) Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 a F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 W4 RA1435 cULus, FM 8 p Sidewall Z Vertical Sidewall(Pen- cULus, FM, N F1 FR56 5.6 80 1/2 15 dent or Upright) 2.25 57F W2 RA1485 LPCB 1,2,3,9 N �1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 1550F(68°C)temperature rated sprinklers only.VdS approved sprinklers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (8)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (7)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies.LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100T(38°C)Max.Ambient 150T(65°C)Max.Ambient 225°F(107°C)Max. Model Orientation Temp. Temp. Ambient Temp. 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286T(141°C)Temp. Temp.R ting Temp.Rating Temp.Rating Temp.Rating Rating Orange Bulb Red Bulb 1 Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1 FR42 Recessed Pendent cULus Upright cULus Y Pendent cULus,ULH c F1FR42LL Recessed Pendent cULus, ULH c) Pendent cULus' = F1FRXLH Recessed Pendent cULus X Upright cULus ° Pendent cULus, FM, LPCB,VdS, EC,WM c `9 Recessed Pendent cULus, FM, LPCB,VdS, EC,WM ry cULus,VdS,EC, Y F1FR56 Concealed Pendent" cULus,WM WM cULus,WM o Upright cULus, FM, LPCB,VdS, EC,WM Y "Conventional Pendent or U ri ht" LPCB,VdS, EC,WM Cq Y Pendent cULus, ULH ; o F1 FR56 Recessed Pendent cULus, ULH U, Concealed Pendent' cULus, ULH o Horizontal Sidewall cULus, FM E' F1 FR56 Recessed Horizontal > Sidewall cULus,FM " Vertical Sidewall(Pen- LF1 FR56 dent or U ri ht cULus,FM, LPCB * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP o cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For In- CD termediate Temperature Classification sprinklers use a 165°F(74°C) temperature rated cover plate. y a) aa) Recessed Escutcheon Data a) Listed and Approved Recessed Escutcheons m Deflector/ Model F1 Model F2 Model FP m Model (Fig.1 S 3) (Fig.1 &3) (Fig.2) SIN a_ Orientation LLi 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment Z z F1FR28 Recessed Pendent cULus cULus cULus RA1411 N F1FR40 Recessed Pendent VdS VdS VdS RA1418 o F1FR42 Recessed Pendent cULus cULus cULus RA1413 N c FlFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 CU F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB,VdS, cULus, FM, LPCB, cULus,VdS, EC,WM RA1414 EC,WM VdS,EC,WM FlFR56LL Recessed Pendent cULus, ULH cULus,ULH cULus,ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. 2 1/4"HOLE DIA. [57.2mm) 1 15/16-DIA [49.2mm] 1 X 112 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ ) FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II II AT MAXIMUM RECESS - 1'T25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] � � F�7 T T�7� L J F2 ESCUTCHEON Fl ESCUTCHEON L��1/1L/� Y 3/4'[19mm] AT MAXIMUM RECESS = 3/4'[19mm] c ADJUSTMENT ® $pd AT MINIMUM RECESS = 3/8'[9.5mm] a F2 ESCUTCHEON U) 1/2'T 12.7mm] F1 ESCUTCHEON -i ADJUSTMENT f AT MAXIMUM RECESS = 7/8'[22.2mm] o I [3.2mmJ AT MINIMUM RECESS = 1-518"[41.3mm] c F2 ESCUTCHEON' cc AT MAXIMUM RECESS = 1-1/8'[28.6mm] N AT MINIMUM RECESS = 1-5/8'T41.3mm] Y 2 27/32"DIA. Y [72.2mm) W N Y Fig. 1 y Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & o F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon a� a _ _ Y I I 1" X 112 REDUCER N 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA. [58.7mm] a1 CUP afIIi L J a CEILING FACE OF FITTING Li039VE TO FACE OF CEILING _ __ _ DIMENSION Z �_ _ AT MAXIMUM RECESS = 1-1/2[38mm] N N AT MINIMUM RECESS = 1'[25.4mm] O N c W AT MAXIMUM RECESS = 9/16[14.3mm] %2[12.7mm] AT MINIMUM RECESS = 1'[25.4mm] ADJUSTMENT 3 114 DIA. [82.6mm] Fig. 2 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1"T25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] Fl ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mmJ AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm1 2 114" HOLE DIA. 118" AT MINIMUM RECESS = 2-1/16'T52.4mm] [57.2mm] (3.2mm] 1" X 112" REDUCER nI I w I I (1) L 11 h01i I )ER II1 15116" DIA. )iim 4"-12[492mm] � (101.6mm-304.8mm] 2 27/32" DIA. CEILING TO U) I °°I i [72.2mm] DEFLECTOR X� TURN COLLAR UNTIL N TIGHT AGAINST SPRIN Fl ESCUTCHEON WRENCH BOSS. Y 3/4'T 19mm] ADJUSTMENT F2 ESCUTCHEON Y 1/2'T 12.7mm] ADJUSTMENT Yoramue o RECESSED HSW WZF1 OR F2 ESCUTCHEON c (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. 0 Fig. 3 Model 1-1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon a� is a 1" x 112" REDUCING a :3 TEE OR ELBOW w - - - - m -+-------- --- - - - j CD °N' r r - 2 5/8," DIA. 2 51.16" DIA - �I HOLE IN CEILING N L_ _J a CUP ui T__r-_ 00 V8 1 112" MAX. H """ FACE OF FITTING z j _ _ TO FACE OF CEILING N DIMENSION N CEILING , 1/2" MAX. � 15116" COVER ADJUSTMENT j COVER PLATE / ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1 /2" ADJUSTMENT 017FGo1A Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate 6. 1" x 1/2" REDUCING TEE OR ELBOW ------------- -------- �-� j �-� 2 5/8" DIA. 2 5/16" DIA — �' HOLE IN CEILING L_ J CUP 03 tl8 1 112" MAX. FACE OF FITTING TO FACE OF CEILING J __"_"' DIMENSION CEILING "' -"' I 5/16" MAX. 3/4" COVER ADJUSTMENT 1� j COVER PLATE ASSEMBLY = 3 5/16" DIA. X SPRINKLER v c `c CONCEALED, 5/16" ADJUSTMENT 017FG02A N Y Fig. 5- Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16- inch (8.Omm) adjustment- Model CCP cover plate Y C Maintenance Material Data Y The Model F1 FIR Series sprinklers should be inspected and Frame: DZR Brass, QM Brass,or Low Lead Brass o the sprinkler system maintained in accordance with NFPA 25. C Do not clean sprinklers with soap and water, ammonia or any Deflector: CDA Alloy 220,260,or 510 .E other cleaning fluids.Remove dust by using a soft brush or gen- Load ScrewlPintle: CDA Alloy 360 or 544 > tle vacuuming. Replace any sprinkler which has been painted Cup: CDA Alloy 651 or 693 a) (other than factory applied) or damaged in any way.A stock of Washer: Nickel Alloy 440 or 360,coated with PTFE $ spare sprinklers should be maintained to allow quick replace- Adhesive Tape = ment of damaged or operated sprinklers. Bulb: Glass L 2 10 Finishes �'�cz� Standard Finishes OrderingInformation a� Sprinkler Escutcheon Cover late 3 Bronze Brass Chrome Specify: CD Chrome Chrome I White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] 1n White Pol ester(3)(6)(7) White [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] CD Sp ecial Armlication Finishes aS rinkler Escutcheon Cover plate 2. Sprinkler Deflector/Orientation: [Pendent][Recessed a Electroless Nickel Electroless Nickel Pendent][Upright][Conventional][Horizontal Sidewall] �3x4� Bright Brass w PTFE PTFE [Recessed Horizontal Sidewal 1][Vertical Sidewall] H Black Polyester(3)(6)(7) Bright Brass Black 0 Bright Brass(5) Black Off White 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] N Off White(6)(7) Off white Satin Chrome 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F o Satin Chrome Satin Chrome (68°C)][175°F (79°C)][200'F (93°C)][286°F (141°C)] c M Other finishes and colors may be available on special order. Consult the 5. Sprinkler Finish ca factory for details. F1 Escutcheon Model: (2)Paint or any other coating applied over the factory finish will void all approvals 6. [ ][F2][FP] and warranties. 7. Escutcheon Finish (where applicable) (3) cULus Listed as corrosion Resistant. 8. Cover plate Model: [standard profile CCP 1/2-inch (1) FM Approved as Corrosion Resistant for SIN RA1414, RA1425, RA1435, (12.7mm) adjustment][low profile CCP 5/16-inch and RA1485. (5) 200*F(93*C)maximum temperature rated sprinkler only. (8.Omm) adjustment] (5)VdS Approved for RA1425,RA1414,RA1418,and RA1475. 9. Cover plate Temperature Rating: [1357 (57'C) for use (7) LPCB Approved for RA1425,RA1414,and RA1475. with Ordinary Temperature sprinklers][165°F (74'C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note:When Model 171 FIR Series Recessed sprinklers are ordered,the sprin- klers and escutcheons are packaged separately. 7. I Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many pre- cision-made Reliable products that guard life and property from fire around the clock. I • Automatic sprinklers • Deluge valves I • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves Y C N • Concealed automatic sprinklers • Electrical system J • Adjustable automatic sprinklers • Sprinkler emergency cabinets CU Y Dry automatic sprinklers • Sprinkler wrenches o Y Intermediate level sprinklers • Sprinkler escutcheons and guards C N Y • Open sprinklers j Inspectors test connections 0 • Spray nozzles i Sight drains • Alarm valves Ball drips and drum drips 10 • Retarding chambers Control valve seals • Dry pipe valves Air maintenance devices 0 U) • Accelerators for dry pipe valves • Air compressors 0 • Mechanical sprinkler alarms • Pressure gauges z CD • Electrical sprinkler alarm switches • Identification signs N C • Water flow detectors Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed;by Reliable have been protecting life and property for over 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled n (800)431-1588 Sales Offices Paper (800 848-6051 Sales Fax ) Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.12/21 P/N 9999970300 Reliable Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model F1 FR Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 00, Fire Suppression Sprinkler Systems (formerly 13930) Sprinklers shall be a quick response, [standard spray upright] [standard spray pendent] [conventional upright/pendent] [vertical sidewall] [horizontal sidewall] that is [cULus Listed] [FM Approved]. Sprinkler frame and deflector shall be of bronze frame construction having a '/" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts. Sprinkler temperature rating shall be [1350F (570C)] [1550F (680C)] [1750F (790C)] [200°F (930C)] [2860F (141°C)]. Sprinklers shall have a nominal K-factor of [2.8 gpm/psi'/2 (40 I/min/bar'/2) — small orifice] [4.2 gpm/psis/2 (61 I/min/bars/2) — small orifice] [5.6 gpm/psi'/2 (81 I/min/bars/2) — standard orifice]. Sprinklers shall have a rated working pressure of 175 psi (12.1 bar). Standard finish: [Bronze] [Chrome Plated] [White Polyester] [Special finish— specify]. Sprinklers shall be of the Model F1 FR Series. Refer to Reliable Bulletin 014 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. For recessed sprinklers, add: (Recessed escutcheon assembly shall be a factory-assembled, two-piece steel escutcheon of push-on and thread off design with Y2" adjustment. Standard finish shall be [White Polyester] [Chrome Plated] [Brass] [Special finish — specify].) (Recessed escutcheon assembly shall be a two-piece "friction fit" escutcheon with [Model F2 escutcheon: '/" (13 mm)] [Model F1 escutcheon: 3/"(19 mm)] adjustment. Standard finish: [White Polyester] [Chrome Plated] [Brass] [Special finish— specify].) Recessed escutcheons that are listed for use with each Model F1 FR Series recessed sprinkler shall be used. For concealed pendent sprinklers, add: Concealed pendent sprinklers shall have a factory-installed, steel sprinkler cup. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing [1/2" (13 mm)] [5/8" (8 mm)] of adjustment. The cover plate temperature rating shall be [1350F (57°C)] [165°F (740C)]. A factory applied protective cap shall be provided to protect against installation damage. Standard cover plate finish: [Chrome] [White] [Special finish—specify]. Cover plates used with the Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers shall be the Model CCP cover plate. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-40-01-01 SCALE 1'=30' ' il0.S"A.,OVmw0wWOga=-ba— .h IpiGO, - oa ,i.�3lOfAloN•I!O YW/wuPoSm Oft% 9 u� or � �.eM Oou.°J:RS1rcc:9 II. 0.rA4' CERT/NORM R010 HOTEL=17S // 9 ° ASTEWARi TT FSINEU-E CC LOYV ASSIGNS REDITEO TNIE AGENCY,INC. '�� , s •.w 'vD'rrs .Tmxa.vE Rcrmxuo io—1, ➢muAoca cor S° d �.;•::i:��'/ �Ni¢, t ASU AS DBIIx£DeDr rO�-OF.S�OU ID �,i :.`/ ,' -s' .Q°"y/�•♦ l�' , ' 'OA'"' '�iJ�s'f O,wDWom.•ew..� ;yam,41' r l+ ✓�d° e./ \4.. sJJ. �Qr� r a t. � �\7• s r r i o. �-----------p -' y�o ��\ •s,F as li - -- - °d,mod �\\`�� •� � -ter + doe ��'�✓.�',ad.f' '� �;.� +`d, 'r �e ��� ���� '�, \,ski/,•�� 't ✓ ' �� ., aa F � �r¢ R� raio a y 9LOT7 VRMLFINAL MAP €a� REVIEWED BY ZBA :50 DECISION# 6 ♦ DATED: �:Y,��aue �°O,Yt, �'''.,9,N ;.,•``, Nrs�.,Nw Nathan Taft Corwin M 9 -A a„ Land Surveyor WMEWfly c„Irn-: c,�»s A-110 4 New StaircasePIEW"FROVAL w/42" Railing (1------ 1---------------------- J ------ ___ ---------------__--- 3'-0"x 6'-8"Temp. Glass Door (To Remain Unlocked During Business ��I Sunset Hotel ADA Egress Ramp Hours)Provide Panic Hardware 7 _ Proposed Composite Deck 6 OE � D 60"x 56"Clear Space S 62005 CR 48 -- -- Southold, NY 11944 \ ADAI Lay. \\F - - a 1 studioPEDRAZZI Architects 127 R -1 - - �- C Drawing Key Notes S 3 A-110 -- S sico New 2"x6" Wood Studs w/ 2 Layer Recreation Roam 5/8" Typ "x" Gyp. Brd. Both Sides w/ :A:-110 5 - R 26 Sound Insulation as per Specification @rVIC@ Venting 740 sq.ft x 4%=30 sq.ft/Provided 116.5 sq.ft © �� New 2"x4" Wood Studs W/ ' 'J _ 29 Light 740 sq.ft x 8%=59 sq.ft/Provided 180 sq.ft Existing Insulation. `✓R I Patio Deck - Existing non-bearing wall to 4� be removed. F.E 3'-0"x 6'-8"Temp. Glass Door 1 (To Remain Unlocked During Business Hours)Provide Panic Hardware C-� Existing wall to remain. LU S S- - w (� Exit Sign. 03 North Recreation Elevation 6 East Recreation Elevation ADA Lay.'', - -- 4' - 91I 41 - 9'I , 1/4" = 1'-0" 1/4" = 1 '-0" - E Emergency Lighting 28 R 0 g Y g g New Standing Seam --- Aluminum Roof (Black) F.E Fire Extinguisher New Replacement Windows Remove Exisitng Bathroom (Pella Impervia - Black) Fixtures - Cap all Vents and 0 sico Smoke/CO Detectors (as per Waist Lines local codes) New Fascia & Half Round Gutters 60"x 56"Clear Space Existing Service Staircase 6 (Black) Recreation First Floor Plan New Direct Vent Gas Fireplace A-110 New Vertical Cedar Siding (Napoleon Ascent B42) 1!4 1 0 Occupancy Load: (A-2) Black Trex Railing System First Floor - 740 sq.ft/7 gross = � at 3'-6° 105 persons 5/4"x 4"Composite Deck o/2"x12" PT Second Floor - Assessory Storage - No Wood Joist @ 16"o.c. Occupancy 150 sq.ft/300 = .5 5/4"x 12"Azek Apron 1 Maximum Occupant Load of Space = 105 ------- -------- -- 2"x 12" PT Wood Girder w/Hurricane Clips or Approved Eq. 12"x 36"Sono-Tube Floors and Walls to be Removed. #4 Rebar Set into Concrete Pad Storage Loft - _ 24"x 24"x 12"Concrete Pad I II I I II I I 1 11 - o/Compacted Fill III I I I I L21I III 11 11 $t -- I O ARCHITECT: Open Space studioPEDRAZZI Architecture + Design Deck Details 200 west 58th Street O 1 - -_ Suite 10C, New York, NY 10019 4 West Recreation Elevation 1'-0" /2" - - _ phone: 212.581 .1978 1/4" 1 '-0" li NOTE: LOCATE ALL PLUMBING VENTS ON REAR ROOF OF BUILDING 4" VENT THRU ROOF SERVICE ADA LAV ADA LAV 7 Recreation Loft Floor Plan J. r 0 2 2 1 21' 12" SIN LAV I LAV. W.0 W.0 Recreation Plans FIRST FLOOR Project Status CRAWL SPACE LJLl (1)2'-4"x 3'-4" � Date 10.18.22 Casements � 2'-4"x 4'-4" em Drawn by Author CO D 3'-5"x me Casements C DBL. Casements 0_ a LP co ---------- -------- ------ TIE INTO SEPTIC SYSTEM 0 © (2) 14'-9"x 6'-8"Slider A 1 1 Q "' 3-0"x 8'-0"Temp. Glass Door N Plumbing Schematic 0 w/Panic Hardware No Cottage Windows (To Remain Unlocked During 5 8 Recreation0 " 10' " Business Scale As indicated C) " O 3/16" = 1'-0" South Recreation Elevation 1/4 1/4" _ 1 '-0 Hours) O � COMcheck Software Version 4.1.5.5, Envelope Compliance Certific E (r, F .0 AUG 3 1 '�11 nn' 7n�� Project Information BUILDING E)E(rr Energy Code: 2018 IECC TOWN OFSOUYH&D Project Title: Sunset Hotel Rec Building Location: Southold, New York Climate Zone: 4a Project Type: Alteration Vertical Glazing/Wall Area: 15% Construction Site: Owner/Agent: Designer/Contractor. 62005 Country Rd 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill,NY 11976 pedraz4074@gmaii.com Building Area Floor Area !-Motel:Nonresidential 795 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof,with Wood Joists,[Bldg.Use 1-Motel] 38.0 0.0 0.027 — 0.027 — Floor 1:Wood-Framed,[Bldg.Use 1 -Motel] 30.0 0.0 0.033 — 0.033 — NORTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 21.0 0.0 0.062 — 0.064 — Window 1:Vinyl/Fiberglass Frame:Operable,Other,Operable, -- --- 0.260 0.240 0.450 0.478 Operable,[Bldg.Use 1-Motel] EAST Exterior Wall 3;Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel]' 21.0 0.0 0,062 --- 0,064 --- Window 3:Vinyl/Fiberglass Frame:Operable,Other,Operable, --- --- 0.260 0.240 0.450 0.367 Operable,[Bldg.Use 1-Motel] SOUTH Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 21.0 0.0 0.062 -- 0.064 — Window 2:Vinyl/Fiberglass Frame:Operable,Other,Operable, — -- 0.260 0.240 0.450 0.357 Operable,[Bldg.Use 1-Motel] WEST. Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 21.0 0.0 0.062 — 0.064 — (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Sunset Hotel Rec Building Report date: 08/19/22 Data filename: C:\Users\pedra\Desktop\Cllent 2021\Sunset\Rec Bullding.cck Page 1 of 17 Envelope PASSES Envelope Compliance Statement - Compliance Statement. The proposed envelope alteration project r document is consistent with the building plans,specifications,and other calculations submitted with this p r proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Ve an y with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title uf, ,;, • � Date N f Pc • � r'J. Project Title: Sunset Hotel Rec Building Report date: 08/19/22 Data filename: C:\Users\pedra\Desktop\Client 2021\Sunset\Rec Bullding.cck Page 2 of 17 APPR VED AS NOTED DATE B.P.# JIN FEE: BY: PLUMBINQ NOTIFY BUILDING DEPARTMENT AT „% tk!,V.VA.T19Ij.`,LINES NEED 765-1$02 l AM TO 4.PM FOR THE C �BBI Pi _.COVERI�f+ FOLLOWING INSPECTIONS: 1: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING & INSULATION ELECTRICAL 4'. FINAL - CONSTRUCTION MUST NSpECTION REQUIRED BE COMPLETE POR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. REQUIRED B�FO DPENIR 4' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES Blower door AS REQUIRED AND CONDITIONS OF and ductwork testing required. BOARD SeH*1r0tD1:0WN TRUSTEES Must provide Manuals D, J and S as per NYS Energy Code All exterior lighting OCCUPANCY OR installed,replaced or repaired shall conform US EIS UNLAF .L. to Chapter 172 M HOUT CERTIFICA I of the Town Code OF OCCUPANCY and/fro ,� AS .�'re a� 5� cS bn V 9 PLUr�GlBER CfPT.IFICATION st��-44 ON LEAD Q0NTEIV#Bf FORF_ CERTIFICATE OF �UPANGY S� :� ,��� prh kf t� -� OIJ SOLDER USED IN WATER //++, �m s a� SUPPLY SYSTEM CANNA _ t EXCEED 2/10 OF 1°� l_F-A7�. -�D rn SQ<f4.�t�a►1 p FA- 10 4 ADA Lay. 3'-0"x 6'-8"Temp. Glass Door (To Remain Unlocked During Business 27 Hours) Provide Panic Hardware 60"x 56" Clear Space 7' -6" Sunset Hotel S j I 0 62005 CR 48 Southold, NY 11944 0 -' O) CO 0 R studioPEDRAZZI S $ L Architects / I [F:E] C1 V S _ C -- Lai — © 3 A-110 Drawing Key Notes �S A-110 5 Recreation Room I New 2"x6" Wood Studs w/ 2 Layer ® 26 5/8" Typ "x" Gyp. Brd. Both Sides w/ Sound Insulation as per Specification R F S/CO Venting 740 sq.ft x 4%=30 sq.ft/Provided 116.5 sq.tt \ I III Existing New 2"x4" Wood Studs w/ Light 740 sq.ft x 8%=59 sq.ft/Provided 180 sq.ft ` -- Patio Deck Insulation. _ I LL11 Ll Existing non-bearing wall to N 0 R be removed. Wait Station C 0 Existing wall to remain. U $ w 4� -9" 4' _ 9"� ® Exit Sign. 3'-0"x 6'-8"Tenp. Glass Door c9 _ _ OR O O (To Remain Unocked During Business $ L North Recreation Elevation 6 ADA Lay.East Recreation Elevation Hours) Provide Panic Hardware I I r Emergency Lighting 3 „ _ ,- New Standing Seam 1/4" = 1 '-0" O 1/4 1 0 I I - Aluminum Roof 29 � ( qp ll� (Black) I GF' � New Replacement Windows Remove Exisitng Bathroom Fixtures- $ F.E Fire Extinguisher p Cap all Vents and Waist Lines \)V A (Pella Impervia - Black) 7' - 6" Smoke/CO Detectors (as per New Fascia & Half Round Gutters Existing Service Staircase (Black) 6 local codes) 60"x 56" Clear Space New Direct Vent Gas Fireplace ♦ Recreation First Floor Plan (Napoleon Ascent B42) A-110 I 1/4„ — 1 ,-0„ � FAN -Switched Separately New Vertical Cedar Siding -� Ceiling Recessed Fixture-WAC AETHER II e.Ss1 'b�- � Scounce Light NOTE: LOCATE ALL PLUMBING VENTS ON REAR ROOF OF BUILDING P (G�r�%�►'7J +L Landscape Light � Lu 4" VENT THRU ROOF - Pendant Light � I P I SERVICE ADA LAV ADA LAV 2r —- - - - F — —r - - - - J — � 11I OccupancyLoad: 2 1 2 12 12 (A-2) ) SIN IK LAV LAV. First Floor - 740 sq.ft/7 gross = 105 persons IV C. W.0 2 Floors, Walls, Staircase to b Second Floor - Assessory Storage - No FIRST FLOOR Removed. Occupancy 150 sq.ft/300 = .5 CRAWL SPACE Maximum Occupant Load of Space = 105 / Storage Room Sprinler 13 System to be Installed Throughout CO Building. TIE INTO SEPTIC SYSTEM O Type of Construction: VB (Wood Framing) ` Plumbing Schematic Recreation Open Space ARCHITECT: 8 � O 3/16" = 1 '-0" R studloPEDRAZZI Architecture + Design West Recreation Elevation 200 west 58th Street 1/4" = 1 '-0" -- ---- Suite 10C, New York, NY 10019 phone: 212.581 .1978 I P � l y I O7 Recreation Loft Floor Plan 1/4" = 1'-0" 1�U1 I LEIL/ I F Storage AUG 3 1 M9 ---- — U UEPr Recreation Floor ADA L i . ADA Lay. Plans \ Project Status ` Date 08.29.22 ' (1) 2'-4"x 3'-4" Drawn by Author ` Casements 1 2'-4"x 4'-4" U Factor= .29 DBL. Casements Casements ��\\ U Factor= .29 U Factor= .29 V ` Aml 10 © (2) 14'-9" x 6'-8" Slider o U Factor = .29 (2)3'-0"x 6'-8" 2'-10"x 6'-8° 5 South Recreation Elevation 9 Rec. Section 9 Cottage Windows Power-Operated Doors as per NYSC 1010.1.4.2 p. scale As indicated Temp. Glass Door Masonite Door �1 = 1_ " O 1/4" = 1 '-0" 01/4" = 1 '-0" D 1/4 1 0 F 0 00