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Home My WebLink About49731-Z oF soulyolo Town of Southold # * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46601 Date: 10/22/2025 THIS CERTIFIES that the building COMMERCIAL Location of Property: 64500 CR 48 Greenport,NY 11944 Sec/Block/Lot: 40.-3-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/14/2021 Pursuant to which Building Permit No. 49731 and dated: 09/20/2023 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: "As built seasonal Cabin #1 in existing campground as applied for per ZBA #7384SE dated 8/20/2020. The certificate is issued to: HNF Resorts LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-20-0055 7/23/2025 ELECTRICAL CERTIFICATE: 49731 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 A thor ze Si ature 1 �o�s�FF TOWN OF SOUTHOLD �y BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE as = 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) f Permit#: 49731 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY .11944 To: (cabin #1) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46347. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot# 40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 3/21/2025. Fees: PERMIT RENEWAL $700.10 Total: $700.10 Building Inspector F01/r TOWN OF SOUTHOLD �oo� may BUILDING DEPARTMENT y :m 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#: 46347 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #1) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64500 CR 48, Greenport SCTM # 473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 otal: $1,025.20 Building nspector O��OF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 City: Greenport St: NY Zip: 11944 Building Permit#: 49731 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhollow Contr License No: 60139ME SITE DETAILS Office Use Only Indoor ly-111 Basement F Service r Solar Outdoor W 1st Floor �" Pool F Spa F Renovation F 2nd Floor 17 Hot Tub F Generator r Survey F Attic W: Garage Battery Storage INVENTORY Service 1 ph [ Heat Duplec Recpt 32 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph F Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe 1 Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Other Equipment: Minisplit, 100A Panel Notes: Cabin 1 Inspector Signature: X- Date: September. 9, 2025 Sean Devlin Electrical lnsPector sean.devlin(-U-)town.southold.ny.us 64500CR48Cabinl Town Hall Annex b G t Telephone(631).7654802 54375 Main Road t P.O:Box 1179 go" Southold,NY 11971-0959 15 4%' rrs BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 APR 4 2025 CERTIFICATION s Date: O y- 0 4- 2 0 2 S Building Permit No. . C- 1 11. 3 Owner: H WF Ll L L-C (Please print) Plumber: _J vY 011CINMVID (Please print) 1 certify that the solder used in the water-supply system contains less than 2/10 of I%o lead. (Plumbers ture) Sworn to before me this day of 20 2��c ADVENDIZO TOR ES NOTARY PUBLIC,STATE OF NEW YORK Registration No.01T06231053 Qualified in SUFFOLK County' Commission Expires 11/22/2026 Notary Public, �_�aCounty a, 1 oF sobTyo� H ( 3 L / f * TOWN OF SOUTHOLD* BUILDING DEPT. °`�couun N� 765-1802 i Y I NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG [ FOUNDATION'2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE'SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION :ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z 2 INSPECTOR e �o��OF 50Ulyo� g q 7 j k�- # # OF SOUTHOLD BUILDING DEPT. N TOWN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR �apE SOGIyo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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 REM RKS- K� �Rrnc �Y I� z b"�i-ols 4) 0 DATE INSPECTOR pF SO(/T . TOWN OF SOUTHOLD BUILDING DEPT. Y `y�ou 631-765-1802 I-NSPECTIO,,-N. [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INS TIOWCAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: lR t 1. 1,t. < YjAVt^..- �fV M I'IuWIfq �W5 01 RaD -r r Y E INSPECTOR 0 U.P.1aff �� U4, ho��OF SOUjyO� * # TOWN OF SOUTHOLD BUILDING 'DEPT. .Q,2 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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: cwr,� � t NA- DATE INSPECTOR pF SOGlyO h� l0 # # . TOWN OF SOUTHOLD BUILDING.DEPT. 631-765-1802 C jt6q,,�, 1 ,1 I NSPECTI-0-N 7 - [ ] FOUNDATION 1ST/REBAR [ ] ROUGH P G. [ ] FOUNDATION 2ND [ . ] IN ATION/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 1 REMARKS: Akoel l� nN - OVA 44./ Llool 1rn�S S S�IU�I�Y� 2Tt 0� INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD.BUILDING DEPT. comm,�'a� 631-765-1802 P Ci 1. �P�ECTI O N - INS REBAR XOU G:'"gms (--- [ ] FOUNDATION 1ST/ [ [ . ] FOUNDATION 2ND [ ION/CAULKING FRAMING/STRAPPING [ [ ]..FIREPLACE &-CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . .] FIRE RESISTANT PENETRATION [ _ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S A Y�L. IN"(� Y� S V �Y DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineeri ng.com September 13, 2021 S E P 2 9 2021 BUILUiNG T. TOWN OF SOUTHOLD Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: I inspected the sono tubes installed on the property for the proposed cottagers and found them to be installedan accordance with the plans filed with the Building Department.The sono tubes were found to be properly installed and ready to be filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, �dn, P.E. w FO 051684 pROfESSION��. Condon_ Engineering, P.C. New York State Licensed Professional Engineers 1756 Sigsbee Road ` 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com D September 28, 2021 SEP 2 9 2021 BUILDING DEPT. Mr. Mike Verity TOWN OF SOUTHOLD Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr.,Verity: I inspected the sono tubes footings on the property for the proposed cottagers and found them to be installed in accordance with the plans filed with the Building Department.The sono tubes were found to be properly installed and filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 0 All* ondon, P.E. FG 0516&4 pQOfESS10��' . Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com p ECEHE October 1, 2021 OCT 19 2021 -3D BUILDING DEPT. TOWN OF SOUTHOLD Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground-690 Queen Street, Greenport-Cabin#1 Permit#46347 Dear Mr. Verity: I inspected the framing and strapping for Cabin#1 and found the framing and strapping to be installed in accordance with the plans filed with the Building Department. To the best of my knowledge the fr5aming and strapping are installed in accordance with building code standards. --------- If you have any questions, please call me at 631-298-1986. Yours truly, on, P.E. �� 01 r� c o�' P A 051684 �°Q"FESSION�". Thomas P. Walsh,Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 NO Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at 200lbs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines'have since been filled with glycol for freeze protection. Therefore, a water flow test cannot be conducted without compromising the system. A manual test was performed on all of the water flow switches.All alarms are active. Very my yours Th as P. LIC#019767 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengineering.com October 14, 2021 E C 0 U E D OCT 192021 , Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Easter Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit# 46347 46348, 46349,46350, 46351 463531 46354, 46355, 46356, 4;6457,46358, 46359,46360, 46361, 46362,46363, 46364, 46365, 46366, 46367 Dear Mr.Verity: I inspected the Sono tubes footings on the property,for the proposed cottagers and found them _-__._-_to-be-installed-in-accordance-with-the-plans-filed with-the--Building_Department.The_sono_tubes___._-__-_-._____ were found to be properly installed and filled with concrete. To the best of my.knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 0 ondon, P.E. � o Cl) F 051684 c' , Mn Condon EngMeerong, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condoneng ineeri ng.com V �O November 25, 2021 V� 0 2p25 Mr. Mike Verity Chief Building Inspector ®e�� Southold Town Building Department ��`e�e ��®� 53095 Route 25 P.O. Box 1179 �® Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4, #5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as shown on the plans. If you have any questions, please call me at 631-298-1986. Yours truly, ��.Of NEWS, J'�®p� 0516134 �� OFFICE LOCATION: Qf so MAILING ADDRESS: Town Hall Annex O�� y�I1 P.O. Box 1179 54375 State Route 25 ~ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY cn ac Telephone: 631 765-1938 www.southoldtownny-gov r October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT 2�Z5 Ms. Patricia C. Moore, Esq. ;,;9��=�� s+nr"1Y�5rieC7t 51020 Main Road 4 Southold, NY 11971 Re: Approved Amended Site Plan for Eastern'Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspections made September 14, 2025 and October 10, 2025; and, the Planning Board work session on October 20,. 2025. The approved structures and associated improvements are in general conformance with the approved amended site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020. Contingent upon the site's continued compliance with all applicable provisions of the Town Code, the Planning Board supports the issuance of a Certificate of Occupancy by the Building Department. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to contact this office. Respectfully, Byl ax\ Cam Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner, Job Name: North Fork Cottages&RV Resort . r"_ Installing Company: Boss Systems s XR150/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current Clty' i mA total mA Qty,, t .mA, "k>* ,Total it A, XR1 SO/XR550 Series Control Panel 1 X 174 = 174 1 X 217 = 217 Relay Outputs 1 2 ON. e ., 0 30 30-:' t... 'O a 1 a `•:X u Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0 7- 77 ,,.; s a •1 :.'X,x ..2„ 2 ,- >ActrveZor>es1 8 >�,-�,. .,. F..,, _ ...._� a. •, x �:, �-_ A, X, ,16;: t1.. .e �� Active Zones 9-10 0 X 4 - 0 0 X 30 - 0 ,Oxlr h`l.'a ,,>, h.,t e 0 .x�.:'t �0 .`.`. ;01,. . .-:.._ -.,�.. .... .. ,. ., . ..., ,...E ... .. _ Panel Bell Output(1500 mA max) 0 0 r Aux powe dewces op;Terminals_Z and 11(Ot)ier than keypads ; 0s Bus rlodul X 0' andLX= 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTECelliilar'romriruruptor a. .:,,;a. ... :;r.., sr. :t ` u, t- X 20' Y } ,20 1_ X 20 „20;.` 263LTE-FN Cellular Communicator 0 X 6, - 0 - 0 X 7 - 0 277,BugeRModule tg ':: t =' „' " 0"< X A 0 630F Remote Fire Command Center 0 X 63 - 0' 0 X 92 = 0 - 7830F Eire Command'Keypad x 0, X' gqs k X 0 b, �, t 1 708 Bus Extender 0 X _ 10 - 0 0, X 10 = 0 710BusSP)itter/RepeaterModute 0.•. X' 32.nc .. 711 Zone Expansion Module 0 X -11 = 0 0 X 11 = 0 0 2_ a. _ 711S.Zone Expansion Module 0 X 4.2 0 0 R 4.7 = 0 712-BZaneExparision,Modu)e ,', ., r ,.. , 0.g; X:k', r,17 0,, fir;: ;0 ='X 17 0 a .:^ r . Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 714>Zone.-Expansion Module :. .0 :`, 0 D Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714 8'7:14-16Zone.Expansion Module .: : ,;.. ,, '0 „ X..;` :20 .. t' p. 0_,; X 20 0. _, , Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 7154orie Expansio&Moilule : ::r._ 0' X`c' 7'. x',_ , 0- _,,0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 -_..: ;2=Wire`Srttokes ::, Z. µ :::, *k _ ,O s X- 0 tf.. 0. >-0 X 'O 1 U r _,.... .: _ ... >-,. .,,.. ., �- — -�'. ,., ._..,.,.. _.+,-,. ,.� ..tar; ,: ..., 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0 0. X.-� X `30, 0 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0 7i60uCuhEx nsian:Module, ., 0 X s; 13; �.:0 Active Form C Relays 0 X - 0 0 - X 12 = 0 717 Graphic Annunciator Module`r;, Annunciator Outputs 0 X = 0, 0 X 1 = 0 734,W_ iegandlnterface=Module, z,: ?. ,)_ 0' X 40.;: Q 0: Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 - Annunc c20 p:' Proximity Reader - 0 X 200 - 0 0 X 200 = 0 736P. -P,,OPIT,Interface Module , :v: a_.....:a'.. , 0` a X 25s'- .:_ 0 :0 X, 25 0, Radionics Popex,Octopopit,Popits 0. X _ . 0 0 X = 0 736V V=P)ex Module; 0':. X,, g 45 r - 0: ' 0 Active Zones - 0 X - 0 0 X = 0 - 738AAdemco Wireless Interface,Module 0 X 75 _ 0 0 X' 75 0 738T Wireless Translator 0 X 50 0 0 X 50 = 0 738Zplus Z-Wave interface Module 0 X 40 0 0 X 40 - 0 763 Wi-Fi Module 0 X 31 = 0 0 X 31 - 0 (860 Relay Output Module,one relay active _` 0 X 34 - 0 ^_ 0 X_ 34 a All four relays active 0 X 138 = 0 0 X 138 = 0 865.StyleYorZNotfficationModule`: 0., Xi i,:85 0 :r 26. „' 0 0 X..t. 866 Style W Notification Module 0 X 45 = 0 0 X 76 = 0 867,'L)(4us Sty'Ie W Notification Module `, s.'. '.0 •X•.-`` .._30'•>'. 0`;.` r'}•0 x. 86 U.; 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = 0 893ADualPhone Lind'Madule `0 X 12'` - 0, _ :0 X 50 0•' 1100X Wireless Receiver 0 X 25 = 0 0 X 35 = 0 1100XH Wireless Higf'Power Receiver , ;.:,.. -'0 0 0 ;X, 102 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7063/7163 Thinline/7063A Aqualite Keypad' ;, < `0,, X' ,0 X _ ;:100 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0 Active Zones(EQLlnstalled)r c° ^...; ;:: ri::' y,'0 X'" "1.6; _•t 0„ a 0 X 2 0 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 - 0 0 X 100 = 0 Active Zones(E011nstalled);. 2. w i `0`. %X : 1.6 = 0 0 d'X a 2i- 0 7872 Graphic Touchscreen Keypad 0 X 145 - 0 0 X 215 = 0 Active Zones(EOL Iris(aiied)"C ',- ;' - 0.. -X;; ' 1:6 - 0 0 X. 2•. 0 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 Active Zones(EOL Installed), . ! :'`. <•. ` 0-_ X ',. ::;1:6 ;;f 0 0 s,X "2, _ Q• ::.. 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 A=Powered Devices ;'r,` :' 1 X' '_.' D 1 ;X `3001- _ 306 . 0 Aux.Powered Devices 0 X - 0 0 X = 0 i .Aux.Powered_Devices_ ,• - F..: �: r0 X:, 0 _ { ,0`. Aux.Powered Devices 0 X = 0 0 X = 0 " Aug Powered.Devices = :0 X,C;: - 0 _•0 Aux.Powered Devices 0 X - 0 0 X - 0 Aux.Powered 70' :X;.' 0 0 :X a0.z Aux.Powered Devices 0 X = 0 0 X = 0 Aux Powered.Devices '. ,. :' ;:e; U° X 0 0 'Based on 10%active zones in alarm Total Standby inA -ZOOtt ;Total Alarrn.mA 539; Required Minimum Alarm Time in minutes ° " ' `i 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA NumberroFstartiffryhoursneeiled 24.fi :V' Total number of standby mA hours = 4810 mAh z-•:•- '- ••-Total reowred alann.current(founded) _•,'+ ,- 45 mAh• _. _ Total number of mA hours - 4855 mAh Contingerxyfador❑ ."* 20 Yo•s',,, Total number of mAh = 5826 mAh `-,•ComertmAh to,Aft 1000'h iX ,< , •i >Battery Amp hours requited _ '6 Ah= _ For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). Thiis:P.ead:heee calculator has nut been evaluated by UL. xP35D xR51; Page 2 of 3 � cv r FIELD INSPECTION REPORT DATE COMMENTS "0 _ C�1 FOUNDATION (1ST) FOUNDATION(2ND) tz z G o ROUGH FRAMING& t� PLUMBING y r INSULATION PER N.Y. y STATE ENERGY CODE i" FINAL ADDITIONAL COMMENTS (Q /0 2 6 3 5" A 0 3 • I - 2�E 3aa r�- .S ri Imo:( acAI 1 0 23 -- F V �� f S C r CC CVII Gl I b z i � c'� x a ty i SufFnt,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 may ' Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT X For Office Use Only PERMIT NO. Building Inspector: `� APR 1 4 2021 2 ;App6cat�onsand forms must be filled out in their entirety;Incomplete ` fi r; x„ a�, . apji1rcafiors will not be accepted *Where the Apphcant is not the owner;an F';', •• i Owner's Authorization form(Page 2l shall be completed I r Date:4/12/21 OWNERS)OF PROPERTY �IJNIT#•' � `� ` � s` f � - Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET, GREENPORT NY 11944 Phone#:631-477-0022 F7ai9NFOe-ELIKAMPGROUND.COM Mailing •Address 690 QUEEN STREET GREENPORT, NY 19944_0....:. .....,.._..._..__. CONTACT PERSQIU 4 Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PRO FESSIONAL'sINFORMATION Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY Phone#:631-298-1986 Email:CONDONENG@OPTONLINE.NET_ X y CONTRACTOR INFORhii MATION H r Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION n u ; 5 t ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION �s f " Existing use of property:TOURIST CAMP Intended use of property:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT/RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY ❑Check BOX AfEer Reading The owned/contracto�Jdesign professorial is responsible for all drainage and storm water issues as provided by Chapter 236,of the Town Code,'APPLICATION iS HERE BY MADE to the Budding Department for the issuance of a Bwldmg Permit pursuant to the Building ZonehR' 'ordinance of'the Town.of Soul fiold,Suffolk,County",New York and other applicable Laws,Ordmarlces or Regulations for the constructionof buildings additions,alterations oS far removal or dernalition as herein described The applicant agrees to comply wrth.all bpphcabie laws,ortlinances,budding code, houamg code and reguiat!ons and4 radmi>sauthonzed mspectors an pemises and'm buildings)for necessary inspections Palse statements made herein are punishable as'a class4Amsdemeanor pursuant to Section 210 45 0#the New YoticSt�te Penal Law r „ ' ,k Application Submitted By(print ame) @Authorized Agent ❑Owner .M Signature of Applicant Date: /��/ ..,4_.._. ......._.�,.__ ,.,..,a.,w. ..._... CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 baq /! being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ntract)above named, (S)he is the 42�,nol (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 �} day o f 20 � D ►" 1 YwP A -f Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON - residing at 825 QUEEN STREET, GREENPORT, NY do hereby authorize EILEEN WINGATE, QUIET MAN STUDIO to apply on my behalf to the Town of So hold Building Department for approval as described herein. 4/13/2021 Owne S Signat Date ?V SE�WMAGNUSON Print Owner's Name 2 t y BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� Hp 53095 Main Road•P.O.Box 1179 �� !Q Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. G.'�c0 • �OQ 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento IiYCOU Nov Southold,NY 11971 http://soutboldtownny.gov FE C E IV E D ZONING BOARD OF APPEALS �u P.:5 a Qe1 TOWN OF SOUTHOLD AUG 2 5 2020 Tel.(631)765-1809•Fax(631)765-9064 a Solt ld Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2020 ZBA FILE No.: 7384SE NAME OF APPLICANT: HNF Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEQRA DETERMINATION,: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA review of the special exception application and an—uncoordinated review was conducted. It was determined that this is an Unlisted Action pursuant to State Environmental Quality Review Act(SEQRA)6 NYCRR, Part 617, as it does not meet any of the thresholds of a Type 1 Action, nor does it meet any of the criteria on the Type II list of actions and that the Southold Town Zoning Board of Appeals,pursuant to SEQRA, hereby made a determination of non-significance for the proposed action and grants a Negative Declaration. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for. local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile &tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and s i Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites and cons et ,Xg0 ea's�n'a1 costa e well as variances for twenty (20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites ximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft. In addition, a 600 sq. ft. pavilion with an exterior deck will also be constructed. . ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent sites. There are certificates of occupancy for all of the existing campground buildings & inground swimming pool. The current site plan was approved in 2006, and allows for 63 seasonal RV sites, 90 short term RV /Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground &trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of Conservation (NYSDEC) indicating that no permit is required from the agency, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet.of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are being proposed in this application C. That the safety,the health,the welfare,the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The cabins will be in compliance with the Town's storm water management code f. Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. The existing unimproved road will be widened for better fire and police access and the, campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter 236, Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,removal or discharge of sewage,refuse or other effluent(whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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 5267-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 area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law 5267-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 proposed cabins are 504 sq.ft. with a 90 sq.ft.covered porch,(total 594 sq.ft.)which is more than the allowable 450 sq.feet.The applicant's agent stated.that the applicants determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12% relief from the code. However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law 5267-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 and conditions set by this board. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relie a minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seams en aI a w�iile preserving and protecting the character of the neighborhood and the health,safety and welfare oaf a community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 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 Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT,a Special Exception,as applied for,and GRANT the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J. Condon,LPE,last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE.- Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article UK Section 280-141 of the Town Code. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). Leslie Kanes eisma Chair erson Approved for filing /oj//2020 BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman,Chairperson �� p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �CoUNT(,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD May 19,2021 Tel.(631)765-1809•Pax(631)765-9064 Eileen Wingate Quite Man Studio 2805 West Mill Road Mattituck,NY 11952 RE: Request for De Minimus Determination Appeal No.7384SE,HNF Resorts,Inc. 690 Queen Street,Greenport SCTM No. 1000-40-3-5 Dear Ms.Wingate; I am in receipt of your correspondence, dated May 11,2021,requesting a de minimus determination in the above referenced Zoning Board of Appeals Special Exception Permit and Area Variance decision. In your letter,you request a de minimus approval for a Special Exception and Area Variance to construct 20 seasonal use cabins which exceed the maximum square feet in area in accordance with the Town Code,upon an existing campground. You,explain that upon recommendation of the Town's Planning Board,that the revised site plan depicts a re-location of the cabins in order to-preserve as many trees as possible,and that the number of cabins have been reduced to 19. Furthermore,you stated that the cabin re-locations meet all Zoning requirements pursuant to Chapte 253 of the Town Code. Based upon the information provided,I have determined that your request is de minimus in nature because the changes do not increase the degree of non-conformity,and the decision continues to follow the general standards governing Special Exception Uses. Please be advised that conditions set forth in Appeal No. 7384SE still apply. We ask that you submit to our office two amended signed and stamped surveys/site plans depicting the aforementioned changes. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department and the Planning Department. S' cer y, 1: eslie anes Weisman Chairperson cc:Michael Verity, Chief Building Inspector Heather Lanza,Planning Director OFFICE LOCATION: �_� MAILING ADDRESS: Town Hall Annex f� rjf S0yr P.O.Box 1179 54375 State Route 25 � � �(�� °. Southold, NY]1971 (cor.Main Rd. &Youngs Ave.) W d Southold, NY Telephone. 631 765-1938 t vvww.southoldtownny.gov courm, ti�tj�r PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq, ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on December 20, 2019 and January 9, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town Planning Board determined the application as complete for review; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to•the required agencies for their comments; and Eastern Long Island Kampground (ELIK) Page 2 October 6, 2020 WHEREAS, on February 14, 2020, the Architectural Review Committee (ARC) provided comments to be clarified by the applicant regarding the proposed cabins and pavilion; and WHEREAS, on February 14, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 24, 2020, the Suffolk County Water Authority (SCWA) issued a Letter of Water availability for the proposed action; and WHEREAS, on February 24, 2020, the Suffolk County Planning Commission (SCPC) determined the action to be a matter for local determination; and WHEREAS, on February 27, 2020, Eileen Wingate, authorized agent, submitted revised Site Plans and other information for review increasing the size of each cabin from 450sf to 504sf each; and WHEREAS, on February 27, 2020, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 9, 2020, a Public Hearing was held and closed; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on June 25, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and. WHEREAS, on July 1, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on July 22, 2020, the NYS Department of Environmental Conservation (NYSDEC) determined that no permit was required for the proposed action but determined that special care should be taken in managing precautions for storm water run-off and sediment controls; limit clearing to.November Vt—March 315f in order to protect sensitive species including the North Long — Eared Bat. No clearing shall take place during the summer months; and Eastern Long Island Kamp-ground (ELIK) Page 3 October 6, 2020 WHEREAS, on July 22, 2020 and August 20, 2020, Eileen Wingate, authorized agent, submitted revised site plans, grading& drainage plans, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on July 31, 2620, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference#C-20-0055 for"Campground—20 Cabins at 3,000gpd"; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA), as Lead Agency, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA) granted file#7384SE for a Tourist Camp Special Exception and variances for the twenty (20) 504sf cabins where the Code permits a maximum of 450sf each; and WHEREAS, at a Work Session on September 14, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on October 2, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Tourist and Trailer Camp as a use permitted by special exception in the Resort Residential (RR) Zoning District pursuant to ZBA file#7384SE; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020, and authorizes the Chairman to endorse the site plan. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting within the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. Existing landscape areas and mature trees must be preserved to the greatest extent practicable. _ Ij , Eastern Long Island Kam round (ELIK) Page 4 October 6, 2020 4. Clearing limited to November 1st—March 31st to protect sensitive species including, but not limited to, the Northern Long-Eared Bat. No clearing shall take place during the summer months. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate cif occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy,may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Eastern Long Island Kamparound (ELIK) Page 5 October 6, 2020 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: �l , Applicant Signature: 4 Date: 3ri OFFICE LOCATION: a ��e. $ t ty a MA4LYNG ADDRESS: Town Hall Annex 7� b�5 P Box'1178 54375 State Route 25 Southold, NY 11971. (cor.Mak Rd &Youngs Ave) da" l r•; `? .. Southold,NY Telephone:631.765A938 ...:W*W.$013Lfl01dtOW21T1y.gUV ' xr�-rrer s PLANNING BOARD OFFICE TOVYN QF SOTJT OLT October 6;2024. Y Ms. Eileen Wingate 2805"West-Mill Road Matt''ituck,M 11952,...-.' ' . .. Re: Site plan.Approval:'Eastern-. ong..Island Katn.pground Cabins' 64500 CR'48;:Greenpprt: 9CTM#1000-40.-3-5 Dear Ms. .Wingate: The following resolutions were-;adopted at•a meeting of-the-Southold Town Planning Board on October,5, 2020: WHEREAS, this amended.site plan is.to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504=sq;ft• each.,and.a 600 sq. ft..pavlion as part of an existing campground on 23.32 acres in the RR Zoning:District, Greenp.or` and WHEREAS, on<December.20,'2019;a:nd January.9, 2020, Eileen Wingate,.authorized. agent, subinitted'an Amended!Site-,Plan Application for review;-,anal WHEREAS, on February 5, 2020 and February 7;2020, Eileen Wingate, authorized,agent, submitted an.Amended Site•Plan Application fee and other information for review; and I . WHEREAS, on February 10, 2020,the Southold Town Planning Board determined the ! application as complete for'review;.-an:d . , WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Att (SEQRA) 6.NYCR'R; Par(6.17- determined:that the proposed,.action.is an Unlisted Action as'it does not meet-any:of the thresholds of a Type i Action., nor does it meet any of the criteria on the:.Type:al list-of actions:.and WHEREAS; on February 12, 2020, ho-Flanning, Board, pursuant to.Southold Town Code §280-131 C.; distributed the application to the required agencies for their cammernts; and rV-) h -----www.con onengineen l?�°VGZI '� l� - , - - - - . : o_v ,am alb a x1 11 Y I .Yl JEVk !'flRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION: _At 4404�il'F-1634-4"-02-ft www.dec,ny.gov D0,cernber 12,419 Eastern.Long,.Island Kampground' Greenp t; NY-1404 . RE; Delineation of a portion of the wetlands adjacent.to your property, Eastern Long Jai-and-Kampgrounds(SCTM# t 000-40-3-5) Dear Mr. Magnuson, The Q partment.of Environmental Conservation implements Artrcle-.24;which is the'. Fresh.Water Wetland.Act. Under Article 24;the Department:ha.s Jurisdiction over alP `. rea.utated freshwater wetlands and 10o feet.landward of,those:wetlands Many activities w'iffiftdin[ s1. atr : :. m y t✓onductm these actlarries wrthout fkle lnefit of a fry this Dep.artmr+t is a violation of Artrcle.24 of the Ettvironrnertta nservatton Law(ECQ.and _ YC`RR Part. 0§3 the.regulations.promulgate irl onder Article 24) Ac3ttres greater than "100 f®et from NY,State�:regulated freshwater wettands would not:require an Article 74 ";��perm�t.fro�:this De�artmertt. ,. , 10Mf ar AS, -019,�`t f.f t u r� Evt sterri:#=le i e ; for the purposes of der ation the wetland boundary for a proposed project in the southeast corner.of-the property:The:management of the%cility is proposing to construct a number of cabins within the wooded-portion of the lot, around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to the east,south apd west ofi ..,?proposedtiproJect No oer-we.tiand on or adtacent t �'Pori fi �2a � ` p ► tt t n� M ... - cor�r: - To the.east-of-the project, stafr"found the regulated freshwater wetlands.to be greaten than 200 feet from the property line. As such, staff did"not bother to place any flags to dernwcate the boundary; mmragvr ��u?,savt+: �3V�FQnt9l�ti Cans�ru��n _Tr :ttae sue,'sta fY�d Wit' man wy an, ap a�� d a did me dA Vie: ia :t ' W. ta' eri ,># ;_ ae mad location than to the east of the project and staff placed seven fags along the wetland boundary. To the west and southwest of the project, the wetland moves away from the project, but there is a small pocicetwof wetland. Staff placed:2.flags at f h�po[r►ts where that small. . pocket co es.:e : ��aM e r f etlnft` .. a :► e # .fefny die=.. i�:...1 ....,-w a . . property. The existing, legally-cfeared campground is located to the.north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the project in that location. . - : . .fir.. -. _'`::. ::• a - f+cae. to -11 `' t ire ► +ree' at Again, activities greatot than 100-feet from regulated:wetlands do.not require Article 24 permits tram:this Departmen#.The,wetlands come closest to the:pn6ject In the southwestern portion of the project and.may come close to 100 feet from the pFoperky Itne You m ould.ham ail of ttte v ell net flags surue�ted and place on a s Akan fore prdfeot to conf�rrr the distances estixne#ed in the field, F�irtkaAo e shlicrslMpaeli `' and therefore aCty regulated.1d, y would be even farther from the wetland On any site: plan for#he project you slould'sh�ow a:Lirnitof Cieartng, Grading and Ground Disturbance line. That is a.work:line., in that no.work of any kind would take place beyond that licae kf t6 at Brie►s'kQQ feet car greater from ali.of the.weth flags yau.woiEld not need an Articla.- Pei tm f fi rn this wepaitr .0n. Sincere Asir e_-� Dan Lewis f � WFat � � � � � ING DEPARTMENT- Electrical Inspector OS TOWN OF SOUTHOLD DEC 1 1 20wn Annex- 54375 Main Road - PO Box 1179 o • 1 Southold, New York 11971-0959 ,,g e©a mIglephone (631) 765-1802 - FAX (631) 765-9502 sha-southoldtownny.aov — sea nde-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 911 request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) qq Name: HNF Resorts LI/Eastern Long Island Kampground C�10 Y Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: - %3 email: sean@magnuson.one Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 800 AMP Meter Pump 2-400 Amp Switches 4 Main Breaker Panels 20 Sub panels Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑X NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 14 n r LK BU G EPARTMfNT- Electrical Inspector AR 2 4 2022 TOWN OF SOUTHOLD Town Hall x- 54375 Main Road - PO Box 1179 C BUILDINti t�cr'B TOWN OFSOUTH&D Southold, New York 11971-0959 �11��4 Ca Telephone (631) 765-1802 - FAX (631) 765-9502 r_ogerr(bsoutholdtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN ORMATION (Ail i ormation Required) Date: 3/23/22 Company Name: Louis iekut Electri Inc i? _ ^ e t' Electrician's Name: Louis Pie t I k 3 License No.: 4169-ME Elec. email:louispiekut@aol.com Elec. Phone No: 631-366-077 I request an email copy of Certificate of Compliance Elec. Address.: 317 First A e, St James, NY 11780 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI, LLC Address: 64500 CR48 / 690 Queen St, Greenport, NY 11944 Cross Street: Route 48 Phone No.: 631-953-3899 Bldg.Permit#: 46.347 (cabin-1) email:sean@elikampground.com Tax Map District: ' 1000 Section:40 Block: 03 Lot:05 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Request rough-in inspection of 1 cabin prior to continuing work on remaining buildings Square Footage: 504 Circle All That Apply: Is job ready for inspection?: 4 YES ❑ NO KRough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? DY F1N Additional Information: PAYMENT DUE WITH APPLICATION L t� for PER MIT# 1173 l ;:Addr..eSS: HNF Resorts LI LLC Eastern Long Island Kampground Switth'es q 64600 CR 46 /690 Queen St Greenport, NY 11944 Outlets Tax Map ID: 1000-40-03-05 -CFI's :Surface Sconces HH's C - UC Lts Q Fridge HMI-0/0 P11,0A 9-IPOOL Fans 0 � Mi'n fr. G iN/D 0 Panel P.urnp Exhaust 1 Oven ( Sump 0 Heater .Trnsfmr V•4- Srnokes ;DW tI Generator 0Sate Gen. Carbon p -Micro 1 Grb.Dis 0 1JUatier ark Lights _ Heat '��>�,��- Pucks 0 ERV p OT.Ti1R`=SPA Inst Hot 0 '`!De'Hum ® Transfer p sc -Combo C Cooktop 0 Minisplit i -D - Bloomer �fA- AC. 0 AH 0 Hood 0 Blower Service 6O .-Amps Y,Have Used Sub /0 0 .Amps x : Have Used Comments I�1 nn . E. j 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. [�-S�Unftk (s) UST Be Inspect€�d By The unty Dept. Of Health Services, .Call 852-5754, 48 Hours In Advance s V' To Schedule ImVection(s), ENGINEER'S CERTIFICATION REQUIRED. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION OF //ectih FOR FINAL APPROVAL. T ysje�. �o� m czo wo `yJ N ©. 0 lV p V ED Apt 0.2* 2021 QJ tWD u� .Aell 4/2/2021 SCDFiS COMMENTS �... a A c 3/1.5/2021=ClkBIN-RE10%, CIS ti 10/21/2020 SCDHS`COM(MENTS,, U c, EII 8/2020 TOWN COMMENTS 7/2?1202U:REV:B LDGS .: ap 622/2020.SCDHS COMMENTS " ° Z 2020 SCDHS:COMME A NTS a, p 14 � a � � � 1 � .5/26/202D SCDHS:COMMENTS, .a REVISIONS. Q2 op O � G. O O: p •� � . as � (D F NE4, HEALTH DEPARTMENT APPROVAL STAMP 2 / 0 19 S.C.T.M.: DIST.1000 SEC.40 BLK. 03 LOT.05 S10�P�"� l i radon Engineerin � , P.C. EASTERN LONG ISLAND g KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET �F Mattituck, New York 11952 GREENPORT, NY 11944 (631)298-1986 (631) 298-2651 fax www.condonengineedng.com' OVERALL SANITARY PLAN4 PAGE 1 OF 2 , SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 'too S.C. TAX No. 1000-40-03-05 o ° SCALE 1 "=60' ' AUGUST 7, 2023 •h�, ® !� MARCH 19, 2025 AS—BUILT SURVEY FOR CABINS 1Z JULY 9, 2025 ADD 1 STORY NOTE TO CABINS tow Q AREA = 1,032,566 sq. ft. 23.704 cc. ; GENERA r NOTES: Z ! 1. THIS PROPERTY IS LOCATED AT: ! WSO C.R. 48 �a GREENPORT• NEW YORK 11944 000 2. THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON • FLOOD INSURANCE RATE MAP No. 36103C0395 H '4 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPWN. 3. THIS PROPERTY IS LOCATED IN ZONING USE DISTRICT: RR — RESORT RESIDENTIAL r i 'j j 1 1 1! 3. THIS PROPERTY IS LOCATED IN ZONING USE DISTRICT: RR — RESORT RESIDENTIAL 3 SUBJECT 0 h--t—�"� ! PREMISES i KEY MAP 1 SCALE 1•=600' 1� goo t t 1 j 1 1 1 j 1 1 0 / PEA ttt qq �St�°�E+SHEET 1 OF 2 t t t t t ► t i 1 + 1 s` E r- '" fW '. L-*`� 1 SEf�Vf+ EIS v, 1 t I t 1 + ► t + t + SUFFOLK N t�'r EPART�', � �w, t i 1 A 7!�` P{�`>t,�fA .. F CONS I r' i i' �� t ' �'L'�J f\\ t ► i 7/23/25H,S - . _.� C-20-0055 DATE1Q1 OA /Y�) MT'+ . Z t L3 `+S O r\ 0• pwgg"RFA t� `.� J t O(n WE e� 42 CI: pg 0,. t � F N rr �\ 6'15•, C FV�� S c 505 ,m � NIg A'f'r�g tam t++a aN N -7 1•All' 04 00 N SEE PAGE 2 SCALE 1 "=20' �P4 at.& �• Poo WWOOS / too tog OP ova noao°E°" o4MK ' 1 am DECK» r� noco c Y1 i i /' `Z y li9 XFEPS / / j t j '°'' + • • ' aaa' LBQEN2_ I •,a„ x.Y \ \ srtrs • \ m NITARYMANHOLE COVER ovER CIL a SIOIIC taro L�' �w • \ tas • UNDERGROUND SANRARY LINE UNDERGROUND FIRE SPRINKINa WATER LINE UNDERGROUND WATER LINE UTILITY POLE RA CAVPSMi' � `♦ \ WATER METER �— • •'�, j �+ WATER VALVE / % I lot WOODS0 ---- �� -- �• �i,�yN ti �t� • I oDMK 2 w `\\\ \\\ ��_� •'tea ``\) /', I �GBI��// / / NNN ,4j �� 1 / ,��,� OF NnAA �///�� 0 ••' / RA \ \ \ •1�•�� (p i O17Z4 • Q Low 4CZs+ /O 0� \ \ \ �ND SUP``�� / \ \ \\\ - Nathan Taft Corwin III Land Surveyor Successor To: JStanle J.oseph A. Ingegno LS.LS. Title Surveys — Subdivisions — Site Plans — Construction Layout — PHONE (631)727-2090 Fax (631)727-1727 �`\ \ OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road James o O.NBoxew Y16c 11947 Jamesport, New York 11947RAO AL p \\ `----- E—Mail: NCorwin3Caol.com a � PAGE 2 OF 2 SURVEY OF PROPERTY SITUATE GREENPORT LEGEND: TOWN OF SOUTHOLD CAST IRON COVER OVER 0j'.8'S SANITARY MANHOLE SUFFOLK COUNTY, NEW YORK s UNDERGROUND SANITARY LINE w UNDERGROUND DRINKING WATER LINE S.C. TAX NO. 1000-40-03'-05 ro --Fo--To-- UNDERGROUND FIRE SPRINKING WATER LINE SCALE 1 "=20' 'g UTILITY POLE I �Ro M � o WATER VALVE AUGUST 7, 2023 o RE8 g SY- MARCH 19, 2025 AS-BUILT SURVEY FOR CABINS JULY 9, 2025 ADD 1 STORY NOTE TO CABINS -O g AREA = 1 ,032,566 sq. ft. 23.704 ac. NOTES: rFN RIM15.43 /117 / / 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q / / EXISTING CONTOUR LINES ARE SHOWN THUS:xx- — — xx Q / F.FL. — FIRST FLOOR RIM — TOP ERT PIPE N \ ( a` Stow- �i x I N I 4'WATER MAIN I W W W W W W W W W W EDGE of WOODS I N Ad 3 WOOD \ 18.3' ; I / O I ti N�0 STEPS ROOF OVER WOOD DECK\ CLEAN ;, � _z J N 18 3' OUT Wv 1�Y RIM 13.66 U S Sic\ S S S 5 z g CLEAN O Z < OUT / S 18.3' y / sWTEPs WV ad N \ N y N o W�D DECK ROOF WOOD $ DECK f 3 w I / 18.3' I J 18.3' �� H WOOD #' ai O STEPS - l RIM 15.88 S CLEAN y WV I N m ro \ 3 W/ s INV / S O O--F_z_ 13.0 a m N BO W S / N r Q y z I z S \ z 3 I INV C� ( 18.3' y OOD HOT STEPS DOX _ 3 N I / PANEL y VER 46 WOOD DE CK I 18.3' y I WOOD RAMP y '-O \ r � 01 18.3' / 1 STORY 1Y / WOOD DECK CLEAN z �c z w 1 STORY FRAME g WOOD (n m . WV y `_ a REC ROOM �= STEPS s s N °D N �o ch � y DSTEPS / / 1 0 Sfo � \\ y \ "I W\/� P \ \ 18.3' Zg.6 �� WOOD DECK \ y sjoldvk �S \ ` / / / / / �$a �m Gig\N �yL \ \ °�l \ � .�• �ti u � z ti / INV 4 q?J / RIM 14.80 S S S S S IS INV 8.8 S , z RIM MXCTRIC EL RIM 14.64 SWv / / / o� \ \ \ •• I x tp i HOT / Box SPIGOT1 IS S RIM 12.36 \ \ \ / / / 18.3' \ WV �� . \Q ry85 ,�4 �� S N" \ — u1 Cd N S VOW1,, g 011, \\ \ 10`T' s w CAB114 #6 '"� S 50 z \ WOOD DECK ROOF OVER + I \ / / INV 11.5 28.3 I ej STEPS / s \ y CO SPIGOT 1 10 Cr \\ I S RIM 12.6$ clams I \ ; \ S CLEAN OUT INV 1 I \ t` \RIM 11.13�I+ S 28.3' � /) \ \ p Q 5 1CABINR#a 4 INV 10.1 CLEAN 9 \ \ h W / N 1 STORY \ AtouT �o oCLEAN ad CABIN 17 / I 3 v0 \ / I l I IN, WV \ ,e . ��nn oFc GO I / H I / x \ \ W w \ WV � p I 3 I \ � " r�\ \ f 3 \ I I To `cr� " \\ Wv M \ (y 3 I w N to 6 \ \ \ 4•W47Z7�W \ \ \ \ �N \ W O W \ \ 1 UNAUTHORIZED ALTERATION OR ADDITION \ \ \ `x�x If ��. TO THIS SURVEY IS A VIOLATION OF �x W SECTION 7209 OF THE NEW YORK STATE \ \EDUCATION LAW. W �^ • COPIES OF THIS SURVEY MAP•NOT BEARING \ SIN THE LAND SURVEYOR'S INKED SEAL OR \ \ \ \ �1K FENCE W EMBOSSED SEAL SHALL NOT BE CONSIDERED W W TO BE A VALID TRUE COPY. \ �x � ' W� \ CERTIFICATIONS INDICATEDHEREON SHALL RUN \ \\ \ \ _ x l_- W W ONLY TO THE PERSON FOR WHOM THE SURVEY \ �x IS PREPARED, AND ON HIS BEHALF TO THE \ \ ?Ci F ET F `x_x�x I TITLE COMPANY, GOVERNMENTAL AGENCY AND \ \ \ LENDING INSTMMON LISTED HEREON, AND \ �x� 1 TO THE ASSIGNEES OF THE CERTIFICATIONS ARE OTINTRANSFERABIE �: "l'`y{\ \ ; N 'Ar'A' "'G INSTI- x I {� t pf'j {� (}$ 5F/aC'` \ x'�X ` - 1 \ K..3,„/.,, 4.,.. ;".1 S I L. 5 l, _A.4�*, §� B`r .m....I ^ R ...J�: *�4 x.... § S3 E F V� R...x E S "iSS 5 � .,..5 � #, g 1^}4 `">."'��"°.. 3'.,Ir"`�fi` �" \ x .-.x�"'�"x 1 THE EXISTENCE OF RIGHT OF WAYS ,,, ,.> i. !• ;. 4 e`,t o I�.m :�;.I:� S / —X�`X�—x--- / AND/OR EASEMENTS OF RECORD, IF \ / ANY, NOT SHOWN ARE NOT GUARANTEED. 7/23/25� 620-0055 \ � — ~ CONIC MON• , \fit... �,Y�.'I. STANDARDS FOR CORD Nathan Taft Corwin III D SURVEYS AS ESTABLISHED F . _ BY THE LIA$LSS.��AND F-((APPROVED AND ADOPTED Land Surveyor TTmESASjj%1Vk IbN!17h j NEW YORK STATE LAND � O F NF1V'1i� 3` ' C,i: P !')=: '{C , •I ( f \ / �` .`�••• IAFT '% O �� '_' �.- � ram, ti'"�,J' T` tz...",'s + V€.:�-.� r^!�-_.... {4;.. .,. : Successor To: Stanley J. Isaksen, Jr. LS. �� •t PN C09 : 9 Joseph A Ingegno LS. fit t, , A ., :: ? b-?"Sf ,tnry Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ", OA OFFlCES LOCATED AT MAILING ADDRESS �?,'•. 0 q 1586 Main Road P.O. Box 16 ��i �F•�4•604 Jamesport, New York 11947 Jamesport, New York 11947 �i0 'l• SVP�� ;; ; �Mq.t� €f P:"�?` 'J'A._.;>r.j lx t E—Mail: NCorwin3®aol.com �� fit i1111<<��` N.Y.S. Uc. No. 50467_ COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate .LN Project Information Energy Code: 90.1 (2016)Standard Project Title: Eastern Long Island Campground-2 Bedroom Cabin Location: Greenport, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 10% Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW: USA CT Bridgeport-Sikorsky.Mem.AP.725040_TMY3.epw) Construction Site: Owner/Agent: .Designer/Contractor. 690 Queen Street Eastern Long Island-Campground John J.Condon, P.E. Greenport,NY Condon Engineering,PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Building Area Floor Area 1-Motel : Residential 499 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Motel] 499 49.0 0.0 0.021 0.021 Floor 1:Wood-Framed,[Bldg.Use 1-Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 144 21.0 0.0 0.062 0.064 Window 6:Wood Frame:Operable,Pert.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 Window 3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 4:Wood Frame:Operable,Pert.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 5:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) SOUTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 144 21.0 0.0 0.062 0.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — -- 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck . Page 1 of 10 Assembly, Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value, U-Factor Factor(.) Perimeter WEST Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2016)Standard req ' ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. 42 Name-Title Date Project Title: Eastern Long Island Campground-2 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #1 Fire Sprinkler Reports for I Eastern Long Island" sland Campground 690 Queen'Street Greenport;',New York .. C. OF NEB, CoNooO�r rn ' APPROVED AS NOTED DATE:ZL-Zf9B.P.# FEE BY: L1155�'cr Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering,P.C. 1755 Sigsbee Road 2. COMPLIANCE TESTING Mattituck,New York 3. FINAL INSPECTION 631-298-1986 ALL WORK SHALL COMPLY WITH NYS January 31,2024 CODES AND APPLICABLE NFPA STANDARDS ,i Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,,Inc. Condon Engineering E''x Cabin#1 Maftituck,NY 11952 Page 2 General Project Data Report General Data Project Title: Cabin#1 Project File Name: Cabin 1..fiw Designed By: John Condon Date: January 31, 2024 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street 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: Cabin#1 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.70 gpm Calculated Inflow Residual Pressure: 54.02 psi Available Residual Pressure At 65.92 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 26 Number Of Active Pipes: 25 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation.Program Elde Software Development,Inc. Condon,EngineBring Cabin,#1 Mattituck;NY-11652 Fire 'Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.80 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.72 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.70 11.00 0.00 ---- 0.000 0.0 . ---- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.03 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 8.11 11.00 0.00 - 0.000 0.0 ---- 0.0 0.00 8 No Discharge --- N/A 8.13 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 9 No Discharge ---- N/A 8.19 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge --- N/A 8.66 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge --- N/A 8.50 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.14 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 16.68 -3.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 15 No Discharge --- N/A 22.17 -3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 20.61 3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 26.62 3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire,-Fire Sprinkler Hydraulics Calculation Program `, � Elite Software Development,Iric., Condon Engineering ' Cabin#1 Mattituck;NY 11952 ,Pa e 4 Fire— :"Sprinklerinput Bata ..,` Notle lnput`Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler oup Node Node Description Branch oup KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (fit) KFactor(K) 18 No Discharge ---- N/A 30.78 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 20 No Discharge ---- N/A 31.15 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge -- N/A 31.66 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge --- N/A 32.94 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge --- N/A 33.36 -4.00 0,00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 37.45 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 35 No Discharge ---- N/A 38.75 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 36 No Discharge ---- N/A 44.96 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 53.71 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 40 No Discharge --- N/A 54.02 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire'.-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. ' ! 4, Condon Engineering Cabin#1, Matttuck NY 11952 . , Pa a 5' Fire Sprinkler Input Data . �Pp�e I�nut Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 11 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 2 11 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 6.00 120 4 8 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 5 7 SCHED 40 STEEL BLK 1.000 0 ET 9.50 4.90 14.40 120 6( 7 SCHED 40 STEEL BLK 1.000 0 ET 10.00 4.90 14.90 120 7 8 SCHED 40 STEEL BLK 2.000 0 1.50 0.00 1.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 9 10 SCHED 40 STEEL BLK 2.000 a T 5.50 7.10 12.60 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 ET 150.00 12.70 162.70 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.500 0 T 2.50 8.50 11.00 120 20 30 SCHED 40 STEEL BLK 4.000 0 165.00 0.00 165.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40,STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.76 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 6.200 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics alculation Program Elite Software Development,Inc. Condon Engineering 13. Cabin#1 Mattituck,NY 11952 r'AW, . Page 6' Fire Sprirtkler'Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm 1 11 0 -15.64 15.64 0.00 0.00 7.80 2 11 0 -15.56 15.56 0.00 0.00 7.72 0.00011 3 9 0 -15.54 15.54 0.00 0.00 7.70 0.00012 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00010 5 7 0 -14.85 14.85 0.00 0.00 7.03 0.00007 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00008 7 5 0 14.85 0.00 0.00 0.00 8.11 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 4 0 15.29 0.00 0.00 0.00 8.13 0.00000 8 7 0 29.67 8 9 0 44.96 9 3 0 15.54 0.00 0.00 0.00 8.19 0.00000 9 8 0 44.96 9' 10 0 -60.50 10 9 0 60.50 0.00 0.00 0.00 8.66 0.00000 10 11 0 31.20 10 12 0 -91.70 11 1 . 0 15.64 0.00 0.00 0.00 8.50 0.00000 11 2 0 15.56 11 10 0 -31.20 12 10 0 91.70 0.00 0.00 0.00 9.14 0.00000 12 13 0 -91.70 13 12 0 91.70 0.00 0.00 0.00 16.68 0,00000 13 15 0 -91.70 15 13 0 91.70 0.00 0.00 0.00 22.17 0.00000 15 16 0 -91.70 16 15 0 91.70 0.00 0.00 0.00 20.61 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 26.62 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 30.78 0.00000 18 20 0 -91.70 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program f Elite Software Development,Inc. Condon Engineering ff 1 1� Cabin#1 'Mattituck,NY 11952 " ,yWs.1 Page 7 Fire Sprinkler Output Data Overall Node..GroupingS,Output Data con"t'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) 20 18 0 91.70 0.00 0.00 0.00 31.15 0.00000 )20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 31.66 0.00000 30 31 0 -91.70 31' 30 0 91.70 0.00 0.00 0.00 32.94 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 33.36 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 37.45 0.00000 33 35 0 -91.70 35 33 0 91.70 0.00 0.00 0.00 38.75 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 44.96 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 53.71 0.00000 37 40 0 -91.70 40 37 0 91.70 0.00 0.00 -91.70 54.02 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 7� 1 1,", Cabin#1 Mattituck, NY 11952 r,,W,.' Page-8 Fire Sprinkler Output Data Overall PipdbutpUt::Data 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) 5 5.60 11.00 14.85 7.03 1.00 14.85 0.07505 9.50 1.081 7 0.00 11.00 0.00 8.11 1.049 14.85 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.51 0 14.40 1.081 6 5.60 11.00 14.82 7.00 1.00 14.82 0.07473 10.00 1.113 7 0.00 11.00 0.00 8.11 1.049 14.82 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.50 0 14.90 1.113 4 5.60 11.00 15.29 7.46 1.00 15.29 0.07921 5.00 0.673 8 0.00 11.00 0.00 8.13 1.049 15.29 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.68 0 8.50 0.673 7 0.00 11.00 0.00 8.11 2.00 0.00 0.00993 1.50 0.015 8 0.00 11.00 0.00 8.13 2.067 29.67 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.84 0 1.50 0.015 3 5.60 11.00 15.54 7.70 1.00 15.54 0.08165 2.50 0.490 9 0.00 11.00 0.00 8.19 1.049 15.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.77 0 6.00 0.490 8 0.00 11.00 0.00 8.13 2.00 0.00 0.02142 3.00 0.064 9 0.00 11.00 0.00 8.19 2.067 44.96 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.30 0 3.00 0.064 9 0.00 11.00 0.00 8.19 2.00 0.00 0.03710 5.50 0.468 10 0.00 11.00 0.00 8.66 2.067 60.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 5.78 0 12.60 0.468 11 0.00 11.00 0.00 8.50 2.00 0.00 0.01090 7.50 0,159 10 0.00 11.00 0.00 8.66 2.067 31.20 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.64 7.80 1.00 15.64 0.08259 5.00 0.702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08185 6.00 0.778 11 0.00 11.00 0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. 1' i` Condon Engineering � Cabin#1 Mattituck, NY 11952 f,Siit►..-'; Page 9 Fire Sprinkler Output Data Overall Pipe Dutput-Data��O'ht'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) 13 0.00 -3.00 0.00 16.68 2.50 0.00 0.03371 150.00 5.484 15 0.00 -3.00 0.00 22.17 2.469 91.70 ET 12.70 0.000 SCHED 40 STEEL BLK 120 6.15 , 0 162.70 5.484 15 0.00 -3.00 0.00 22.17 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 20.61 2.067 91.70 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.77 0 13.00 -1.557 16 Backflo 3.00 20.61 91.74 Prev 17 6.00 psi 3.00 26.62 17 0.00 3.00 0.00 26.62 2.00 0.00 0.08010 7.00 1.121 18 0.00 -4.00 0.00 30.78 2.067 91.70 2E 7.00 3.031 SCHED 40 STEEL BLK 120 8.77 0 14.00 4.152 18 0.00 -4.00 0.00 30.78 2.50 0.00 0.03371 2.50 0.371 20 0.00 -4.00 0.00 31.15 2.469 91.70 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.15 0 11.00 0.371 20 0.00 -4.00 0.00 31.15 4.00 0.00 0.00312 165.00 0.514 30 0.00 -4.00 0.00 31.66 4.026 91.70 ---- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 165.00 0.514 30 0.00 -4.00 0.00 31.66 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 32.94 4.026 91.70 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.282 31 0.00 -4.00 0.00 32.94 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 33.36 4.026 91.70 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 33.36 3.00 0.00 0.01170 332.00 4.093 33 0.00 -4.00 0.00 37.45 3.068 91.70 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.093 33 0.00 -4.00 0.00 37.45 3.00 0.00 0.01170 111.00 1.299 35 0.00 -4.00 0.00 38.75 3.068 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299 35 Backflo -4.00 38.75 91.74 Prev 36 6.20 psi -4.00 44.96" C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering r? E3 Cabin#1 Maftituck, NY"11952 Page 10 Mre Sprinkler Output Data Overall' Pipe Output Data-�(confd) 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) 36 0.00 -4.00 0.00 44.96 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 53.71 2.067 91.70 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.77 0 109.20 8.746 37 0.00 -4.00 0.00 53.71 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 54.02 6,065 91.70 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering a 's x Cabin#1 Mattituck,'NY 11952 "' r *' Pa`e 11 Fire Sprinkler Output Data Overall'' Sprinkler Output Data' Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Density Discharge Node No. Code KFactor(K) (feet) (psi) ( ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.80 144.00 0.109 15.64 2 A 5.60 11.00 7.72 144.00 0.108 15.56 3 A 5.60 11.00 7.70 144.00 0.108 15.54 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.03, 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.70 Totals For All Groups 864.00 0.106 91.70 r C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. �E y Condon Engineering r1 ' 4`3 Cabin#1 Mattituck,NY 11952 '.wvt. Page 12 Fire Sprinkler Output,Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0,637 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.70 gpm Average Sprinkler Flow: 15.28 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 8.77 ft/sec Maximum Velocity Pressure ( In Pipe 10- 12) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0025 psi Actual Maximum Nodal Flow Imbalance: 0.0395 gpm Actual Average Nodal Flow Imbalance: 0.0061 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 1758.00 gal Sprinkler Flow: 91.70 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 54.02 psi Node: Demand Flow At System Inflow Node: 91.70 gpm C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM Fire-Fire Sprinkler Hydraulics Calculation Program „ ' Elite Software Development,Inc. r Condon Engineering OB Cabin#1 Mattituck, NY 11952 rx Page 13 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 80 .N 70 Q 60 � 52 N 50 0) a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 54.02 psi Calculated Flow Rate: 91.70 gpm Excess Available Residual Pressure At Calculated Flow: 11.9 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.69 psi C:\...\Cabin 1.fiw Monday, February 5, 2024, 11:48 AM TOWN OF SOUTHOLD—FIRE MARSHAL w z: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Dy�� Rya Telephone(631)765-1802 Fax(631)765-9502 https://Www.southoldt6wnny-gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION _ + For Office Use Only D L (— ID PERMIT NO. 0 uininspector: 1 i \j '-Applications and forms must�be filed out'in their entirety:incomplete j BUILDING OEPT applications will`not,be accepted.:WORK'.1 `NOT—TO BI STARTEI)'iprior TOWN OF SOU HOLD 'to the approval of plans and,is§uapce-of a permit Hasa building permit been obtained for this project? ❑Yes ❑No If yes,building permit# Date: a a PROJECT ORMATION: _- Project Address: 016 SCTM# 1000- city: _� CONTACT.PERSON 1<t O IYIATION Name: Mailing Address: Phone#: Email: Preferred'contactmethod'(selectorie):\ig1'horie. ❑Email CONTRACTOR INFORMATIONS' Name: 's N� Contractor License#: pp u Mailing Addr - Phone#: (D --�a i Email�r�tc�Q SCOPE OF*0' I"ki. Occupancy Description: ❑Assembly ABusiness ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: &New System ❑Existing System Modification Sprinkler Stan' /Water Supply Fire,Alarmi/CO Detection Systems Other Fire,Protection Systems - (Check all that apply) , (Check all that apply) (Check all that apply `tP'IqFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq.ft.): 1 J v I ,i❑Checdc'}3oT AgltrT ICAdIIlQ;. I,tt►¢undersigned,uaders'taud hPt;the Issuance ofa peFmlt forahe type which isherein applied for is basedfon 'the agr.Ezment to eonformao-all rcgoletiowan il n qulktuents 1 further unaetatand`ihat non ompliance of said reguire nienis,by mysctf or nny o{Yicer'or employce'of the firmor mdlvidunl'tlsted as the:applteaaton lhis form,shall be ca[rse for revocation of said permil::Upoii ret ocnttoa o[sAid perinit;l4ee, applic'attt or anylen�playee otthe app(Ica�t s6a11`be prop b[ted ia',fonduc su'eh w'orlc;for•which tails perollt i hs Issued:The•reissuauce of,a perndt shglPhc G.'y .,...... '�basetl�upon review:of fhe elf@umstaaces leading�to itie•rovocation Any,�iscstatemenf(sj made tierein art ppnisha'blc as a Ctasa.i�tnlbdeineanorpnrsuaaf� Ito SestFtin21D QS ofAhePenal'Law � - - Application Submitted By(print name): �AAuthorized Agent ❑Owner Company(if applicable)_✓, Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). o FIRE ALARM/CARBON MONOXIDE.DETECTION SYSTEM SUBMITTAL GUIDELINES O FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES s 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. Atiioilnt Paid: Check No.: FM:. Permit No:: _.. Date:. : ..._.. ' -. -- Exp:.Date• - - - - -- 2 V OWNER'S INFORMATION CERTIFICATE Name and address of property to be protected with sprinkler protection: t ek"Ae r;r-j \ zrN!� Name of owner:Scaw,. Existing or planned construction is: Fire resistive or noncombustible ID-Wood frame or ordinary(masonry walls with wood beams) Q unknown Describe the intended use of the building: Note regarding speculative buildings: The design and installation of the fire sprinkler system is dependent on an accurate description of the likely use of the building. Without specific information, assumptions will need to be made that will limit the actual use of the building. Make sure that you communicate any and all use considerations to the fire sprinkler contractor in this form and that you abide by all limitations regarding the use of the building based on the limitations of the fire sprinkler system that is eventually designed and installed. Is the system installation intended for one of the following special occupancies? Aircraft hangar Yes 13-No Fixed guide way transit system Yes [] No Race track stable 0 Yes 12�No Marine terminal, pier or wharf Yes ® No Airport terminal Q Yes No Aircraft engine test facility Yes ® No Power Plant Yes ®-No Water-cooling tower Yes Eq No If the answer to any of the above is"yes",the appropriate NFPA standard should be referenced for sprinkler density/area criteria. Indicate whether any-of the following special materials are intended to be present: Flammable or combustible liquids Yes 0 No Aerosol Products Yes Ef No Nitrate film Q Yes No Pyroxylin plastic F--1 Yes No Compressed or liquefied gas cylinders Q Yes No Liquid or solid oxidizers Yes „® No Organic peroxide formula Yes Q No Idle pallets Yes No 1/1/2018 Owner's Information Certificate Page 1 of 2 If the answer to any of the above is"yes", describe type, location, arrangement and intended maximum quantities. Indicate whether the protection is intended for one of the following specialized occupancies or area: Spray area or mixing room ❑ Yes No Solvent extractions ❑ Yes No Laboratory using chemicals ❑ Yes No Oxygen-fuel gas system for welding or cutting ❑ Yes No Acetylene cylinder charging ❑ Yes No Production or use of compressed or liquefied gases ❑ Yes No Commercial cooking operation � El Yes No Class A hyperbaric chamber ❑'Yes No Cleanroom ❑ Yes No Incinerator or waste handling ❑:Yes ® No Linen handling system ❑ Yes No Industrial Furnace ❑ Yes No Water-cooling tower ❑ Yes ® No If the answer to any of the above is "yes", describe type, location, arrangement and intended maximum quantities. Will there be any storage of products for 12 ft. (3.6 m) in height? ❑Yes�6 If the answer is"yes", describe products, intended storage arrangement and height. 1 i Will there be any storage of plastic, rubber or similar products over 5 ft. (1.5m) high except as described' .above? ❑Yeso If the answer is"yes", describe products, intended storage arrangement and height. f - 1 Is there any special information concerning the water supply? ❑Yes [3No If the answer is"yes," provide the information, including known environmental conditions that might be responsible for corrosion, including microbiologically influenced corrosion (MIC). I certify that I have knowledge of the intended use of the pr perfy and that the above infor afon is correct. Signature of owner's representative or ages, Date: Name of owner's representative or agent completing certificate (print): n\ \7 - Relationship and firm of agent(print):'[ Tbr,.„V-l'cr (cin�rcrAIN17 1/1/2018 Owner's Information Certificate Page 2 of 2 q&3q7- *66 Bulletin 034 May 2022 S O Model G5 Series Sprinklers Rellmabi Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 [40,60,80,&115 metric]) • Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. f • 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 Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response(QR)gasket,or a Model G5 cover plate with a standard-response(SR)gasket. Model r'" 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 Summary 71• - K-Factor Ustmgs. Maz.Working' Sprinkler, ` Sprinkler 12. cover Plate Model gpmlpsi "' Model , '.and, Sensitivity Pressure Identifcation, (UMinlbar112) iApproval§ ,psi'(tDac), •. Number(SIN) p. cULus QR G5-28 2.8 G5 FM SR 175 (12) RA3411 (40) G5 QR Gasket cULus QR G5 SR Gasket cULus, FM SR G5 G5-42 (fi0) 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 5.6 G5 QR Gasket cULus QR 300 (21) RA4014 G5 SR Gasket cULus SR G5 G5-80 ($15) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F 8.0 G5 FM SR 175 (12) RA3417 (115) G5 SR Gasket www.reliablesprinkler.com Model d. • Coverage,Concealed Pendent Sprinkleri Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) r��-- Threads:112"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:4.2(60 metric) Sensitivity 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 Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy „ 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 I 3/4"(19 mm)Max. Deflector(retracted) �. f Cover Plate Adjustment �� 3/16"(5 mm) Pin(extended) Deflector(extended)- �^_�• Model G4/G5 Cover Plate 3 5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity 14 EO r t Listing or Approval Agency Cover Plate Model CLII.US t 4.- G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 e1ia Page 3 of 9 May 2022 www.reliablesprinkler.com b Model . 300 Standard Coverage,Concealed Pendent Sprinkler -A. 1 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: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 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&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions MIME, j 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. 3/16"(5 mm) Deflector(retracted) I I I Cover Plate Adjustment Pin(extended) Deflector(extended) _^_ a(84mm)Model G4/G5 Cover Plate V Ceiling Model G5-56 300 Sensitivity .. Is. val Agency :"Cover Plate Model t..t - Ing or Appro .. r _ .cULus', G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 tlab�" Page 5 of 9 May 2022 •C www.reliablesprinkler.com Model G5-80F Standard Coverage, Concealed Pendent Sprinkler SIN RA3417 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 t Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 SR Gasket Levees:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model W3 Pins:Stainless Steel Model FC r 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 3/4"(19 mm)Max. - 1 ....... Deflector(retracted) �.I I I Cover Plate Adjustment 3/16 (5 min) Pin(extended) 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 77, FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 e1�a , Page 7 of 9 May 2022 www.reliablesprinkler.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 . . ra Recommended Irisfallat�6n Guarantee Sprmkler Threads ?, -_.; Torque,,(mm'_=.max) For the Reliable Automatic Sprinkler Co., Inc, guarantee, terms, -+ flab; N m r and conditions,visit www.reliablesprinkler.com. '/2" NPT or IS07-1 R1/2 8-18 11-24 3/" 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(740C)][2127(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 • rn rn z a Bulletin 034 eliab Page 9 of 9 May 2022 www.reliablesprinkler.com Reliable Automatic Sprinkler Co., Inc. Rellabi Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model G5 Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 2.1 13 13, 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 [165°F (740C)] [2120F (100°C)] 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/psis/2 (40 I/min/bars/2) —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/psis/2 (115 I/min/bars/2) — large orifice] and have [Y2" NPT] [R%2] [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)] [1650F (740C)] 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 J Reliable Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model DH56 Quick Response Extended Coverage Horizontal Sidewall Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 13, Wet Pipe Sprinkler Systems (formerly 13930) Sprinklers shall be quick-response extended coverage concealed horizontal sidewall sprinklers that are cULus Listed for Light Hazard occupancies. Sprinklers to be of bronze frame construction with a special deflector capable of providing a discharge over a coverage area of 28 ft (8.5 m) wide, and 10 ft (3 m) long horizontal throw. Water seal assembly shall consist of a PTFE coated Belleville spring washer and machined brass cup with 3 mm glass bulb containing no plastic parts. Installation shall permit sprinkler deflectors to be positioned 4 in (102 mm) to 12 in (305 mm) below the ceiling. Sprinklers shall have a nominal K-factor of 5.6 gpm/psi'/2 (80 I/min/bars/2) and '/" NPT thread. Sprinkler temperature rating shall be [1550F (68°C)] [200°F (930C)]. Rated working pressure shall be 250 psi (17.2 bar). Standard finish: [White] [Chrome] [Bronze] [Special Finish —specify]. Quick-response extended coverage horizontal sidewall-sprinklers shall be Reliable Model DH56, SIN RA1564, Reliable Bulletin 015. For recessed horizontal sidewall sprinklers: (Recessed escutcheon assembly shall be a two-piece escutcheon of push-on and thread off design with Y2" (13mm) adjustment.) (Recessed escutcheon assembly shall be a two-piece "friction fit" escutcheon with Y2" adjustment.) Standard finish: [White] [Chrome] [Bright Brass] [Special finish— specify]. For concealed horizontal sidewall sprinklers: Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to4he sprinkler cup shall be a push-on and thread-off design allowing a '/" (13mm) cover plate adjustment. Cover plate temperature rating shall be [1,350F (570C)] [165°F (740C)]. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color—specify]. 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.reliablesr)rinkler.com Toll Free: 800-821-2138 9P Lld 3 - w nfo CABIN #10 Fire Sprinkler Reports for vS V M? f M1Sli. f� F �44J' r % zTY fy d �v .x �q!r � Eastern Long Islantl.Carnpground k ;,� � ,� -'�', "V47, a �•^+�T, r'L't s 1K{�' ��'°�p'� " �"c�� ,�'�y r�;t"r��:• i�+S,�t �'Y/r�L¢�{fit+ xGreen ortew York . WV n a r i r• Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck, New York 3 JUIV 631-298-1986 2022 May 29,2021 TOWNOFS,,,tjT C)JTHOLD Fire Fire Sprinkler Hydraulics Calculation Program Ehte Software Development,Inc, Mattitiack;uNY 11952 ` General Project Data Report General Data Project Title: Cabin#10 Project File Name: Cabin 10 Revised2..fiw Designed By: Jo Date: May 29, 2021 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street 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: Cabin#10 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York P�ro'ecfi D,a,�ta Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ftZ Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm �� Sprinkler Specifications Make: Reliable Model: al Size: 1/2 Temperature Rating: F NONE Water Sup ,I Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.63 gpm Calculated Inflow Residual Pressure: 54.81 psi Available Residual Pressure At 65.92 psi System Flow: Calcu��lation Pro'ec-t Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: op /ft2Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/100 feet: i Number Of Active Nodes: 26 Number Of Active Pipes: 25 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM dire Fire Sprinkler Hydraulics Calculation Program Elite SoftwareDe4elopment,Inc Condon{Engineenng x Y rIs� #10F Mattituck, Ca�an.e3, Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.83 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.74 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.60 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.02 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 7.86 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 7.87 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 No Discharge ---- N/A 7.92 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 8.36 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.22 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.20 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 17.17 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge -- N/A 21.71 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 20.15 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 26.17 2.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire Fire Sprinkler Hytlraulics;Calculation Program Elite Software Development,Inc Contlon Engineering R7 Cabin#10. Mattituck, NY 11952 f, Pa e 4 Fire Sprinkler Input Data Nye de Inp�u�t ,fa (�cenf 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) 18 No Discharge --- N/A 29.80 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 32.69 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 36.61 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 37.87 4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 32 No Discharge ---- N/A 38.29 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 42.38 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 35 No Discharge ---- N/A 42.76 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge ---- N/A 45.76 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 54.50 -4.00 0.00 - - 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 54.81 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM F0Fe Fire Sprinkler Hydrauhcs>Calculatwn Program attituck; Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 11 BLAZEMASTER CPVC 1.000 0 T 4.00 5.00 9.00 150 2 11 BLAZEMASTER CPVC 1.000 0 T 6.00 5.00 11.00 150 3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.50 150 4 8 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.50 12.00 21.50 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 1.50 0.00 1.50 150 8 9 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 9 10 BLAZEMASTER CPVC 2.000 0 T 5.50 10.00 15.50 150 11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 10 12 BLAZEMASTER CPVC 2.000 0 E 2.50 11.00 13.50 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 118.00 16.90 134.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 29.00 7.10 36.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 10E 1190.00 71.00 1261.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 L 400.00 4.20 404.20 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire=Fire Sprinkler Hydraulics Calculation'Program Elite Software Development,Inca Condon Engineering Cabin#10` Mattituck, NY 11952 Fire Sprinkler Output Data Ove all Node Groupgs Out gut Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 1 11 0 0.00 15.67 0.00 0.00 7.83 2 11 0 0.00 15.58 0.00 0.00 7.74 0.00014 3 9 0 0.00 15.44 0.00 0.00 7.60 0.00014 4 8 0 0.00 15.29 0.00 0.00 7.46 0.00013 5 7 0 0.00 14.83 0.00 0.00 7.02 0.00009 6 7 0 0.00 14.82 0.00 0.00 7.00 0.00011 7 5 0 0.00 0.00 0.00 0.00 7.86 7 6 0 0.00 7 8 0 0.00 8 4 0 0.00 0.00 0.00 0.00 7.87 8 7 0 0.00 8 9 0 0.00 9 3 0 0.00 0.00 0.00 0.00 7.92 9 8 0 0.00 9 10 0 0.00 10 9 0 0.00 0.00 0.00 0.00 8.36 10 11 0 0.00. 10 12 0 0.00 11 1 0 0.00 0.00 0.00 0.00 8.22 11 2 0 0.00 11 10 0 0.00 12 10 0 0.00 0.00 0.00 0.00 9.20 12 13 0 0.00 13 12 0 0.00 0.00 0.00 0.00 17.17 13 15 0 0.00 15 13 0 0.00 0.00 0.00 0.00 21.71 15 16 0 0.00 16 15 0 0.00 0.00 0.00 0.00 20.15 16 17 0 0.00 17 16 0 0.00 0.00 0.00 0.00 26.17 17 18 0 0.00 18 17 0 0.00 0.00 0.00 0.00 29.80 18 20 0 0.00 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc ?Condon'Engineenng Cabin#10' Mattituck,_NY".11952 Pa a 7: Fire Sprinkler Output Data O�u�erall Node G�lroup�n, s O tput D3�ta 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) 20 18 0 0.00 0.00 0.00 0.00 32.69 20 30 0 0.00 30 20 0 0.00 0.00 0.00 0.00 36.61 30 31 0 0.00 31 30 0 0.00 0.00 0.00 0.00 37.87 31 32 0 0.00 32 31 0 0.00 0.00 0.00 0.00 38.29 32 33 0 0.00 33 32 0 0.00 0.00 0.00 0.00 42.38 33 35 0 0.00 35 33 0 0.00 0.00 0.00 0.00 42.76 35 36 0 0.00 36 35 0 0.00 0.00 0.00 0.00 45.76 36 37 0 0.00 37 36 0 0.00 0.00 0.00 0.00 54.50 37 40 0 0.00 40 37 0 0.00 0.00 0.00 0.00 54.81 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire Fire Sprinkler Hydraulics Calculation Program R Y Elite Software Development,Inc �� t, 'Condon�Engineering �, { # f z - �, .Cabin10 .Matt,tuck NY'.1:1952 . ` =Pa e 8 Fire Sprinkler Output Data Overall Pipe Out • ut Data q (gpm) F. L./ft Pipe-Len. Beg. Nodal Elevation Spk/Hose Residual Nom. Dia. Q (gpm) (psi/ft) Fit-Len. PF-(psi) 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) 5 5.60 11.00 14.83 7.02 1.00 0.00 0.03916 9.50 0.842 7 0.00 11.00 0.00 7.86 1.101 14.83 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.00 0 21.50 0.842 6 5.60 11.00 14.82 7.00 1.00 0.00 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 4 5.60 11.00 15.29 7.46 1.00 0.00 0.04143 5.00 0.414 8 0.00 11.00 0.00 7.87 1.101 15.29 T 5.00 0.000 BLAZEMASTER CPVC 150 5.15 0 10.00 0.414 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00765 1.50 0.011 8 0.00 11.00 0.00 7.87 2.003 29.65 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 1.50 0.011 3 5.60 11.00 15.44 7.60 1.00 0.00 0.04218 2.50 0.316 9 0.00 11.00 0.00 7.92 1.101 15.44 T 5.00 0.000 BLAZEMASTER CPVC 150 5.20 0 7.50 0.316 8 0.00 11.00 0.00 7.87 2.00 0.00 0.01651 3.00 0.050 9 0.00 11.00 0.00 7.92 2.003 44.94 ----- 0.00 0.000 BLAZEMASTER CPVC 150 4.58 0 3.00 0.050 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02852 5.50 0.442 10 0.00 11.00 0.00 8.36 2.003 60.39 T 10.00 0.000 BLAZEMASTER CPVC 150 6.15 0 15.50 0.442 11 0.00 11.00 0.00 8.22 2.00 0.00 0.00843 7.50 0.148 10 0.00 11.00 0.00 8.36 2.003 31.25 T 10.00 0.000 BLAZEMASTER CPVC 150 3.18 0 17.50 0.148 1 5.60 11.00 15.67 7.83 1.00 0.00 0.04332 4.00 0.390 11 0.00 11.00 0.00 8.22 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.00 0.390 2 5.60 11.00 15.58 7.74 1.00 0.00 0.04290 6.00 0.472 11 0.00 11.00 0.00 8.22 1.101 15.58 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.472 10 0.00 11.00 0.00 8.36 2.00 0.00 0.06170 2.50 0.833 12 0.00 11.00 0.00 9.20 2.003 91.63 E 11.00 0.000 BLAZEMASTER CPVC 150 9.33 0 13.50 0.833 12 0.00 11.00 0.00 9.20 2.00 0.00 0.07999 15.00 1.480 13 0.00 -4.00 0.00 17.17 2.067 91.63 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.76 0 18.50 7.975 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM ;Fire Fire Sprinkler Hydraulics Calculation Program, ' Elite Software Development, Coridon'Engineenng Y Cabm#10: Mattituck,NY 11952 Pa 'e 9' Fire Sprinkler Output Data O.veIN Pi a O.ut �u�t Data (cont'df) 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) 13 0.00 4.00 0.00 17.17 2.50 0.00 0.03366 118.00 4.541 15 0.00 4.00 0.00 21.71 2.469 91.63 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.14 0 134.90 4.541 15 0.00 -4.00 0.00 21.71 2.00 0.00 0.07999 6.00 1.040 16 0.00 2.00 0.00 20.15 2.067 91.63 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.76 0 13.00 -1.558 16 Backflo 2.00 20.15 91.67 Prev 17 6.00 psi 2.00 26.17 17 0.00 2.00 0.00 26.17 2.00 0.00 0.07999 6.00 1.040 18 0.00 4.00 0.00 29.80 2.067 91.63 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.76 0 13.00 3.638 18 0.00 4.00 0.00 29.80 2.00 0.00 0.07999 29.00 2.887 20 0.00 4.00 0.00 32.69 2.067 91.63 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.76 0 36.10 2.887 20 0.00 4.00 0.00 32.69 4.00 0.00 0.00311 1190.00 3.924 30 0.00 4.00 0.00 36.61 4.026 91.63 10E 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.924 30 0.00 -4.00 0.00 36.61 4.00 0.00 0.00311 400.00 1.258 31 0.00 4.00 0.00 37.87 4.026 91.63 L 4.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 404.20 1.258 31 0.00 4.00 0.00 37.87 4.00 0.00 0.00311 120.00 0.418 32 0.00 4.00 0.00 38.29 4.026 91.63 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 4.00 0.00 38.29 3.00 0.00 0.01169 332.00 4.087 33 0.00 -4.00 0.00 42.38 3.068 91.63 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.087 33 0.00 -4.00 0.00 42.38 4.00 0.00 0.00311 111.00 0.381 35 0.00 4.00 0.00 42.76 4.026 91.63 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.381 35 Backflo 4.00 42.76 91.67 Prev 36 3.00 psi -4.00 45.76 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire-Tire Sprinkler.Hydraulics Calculation Program Elite Software Developrrient,Inc Condon Engineenng Cabin#10, Mattituck,NY 11952 Pa e.10: Fire Sprinkler Output Data OveraIl�l Pipe OffifipII Data (cont ) 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) 36 0.00 -4.00 0.00 45.76 2.00 0.00 0.07999 105.00 8.734 37 0.00 -4.00 0.00 54.50 2.067 91.63 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.76 0 109.20 8.734 37 0.00 -4.00 0.00 54.50 6.00 0.00 0.00042 712.00 0.310 40 0.00 -4.00 0.00 54.81 6.065 91.63 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.310 CA...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc Condon Engineenng r Cabin#10 :.Mattituck,NY`11952 . . . Pa e411` Fire Sprinkler Output Data 'Overall Sprinkler Out ut Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.83 144.00 0.109 15.67 2 A 5.60 11.00 7.74 144.00 0.108 15.58 3 A 5.60 11.00 7.60 144.00 0.107 15.44 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.02 144.00 0.103 14.83 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.63 Totals For All Groups 864.00 0.106 91.63 C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire-Fire Sprinkler Hydraulics Calculation Program �. Elite Software Development,Inc. Condon Engineering f Cabin#16 Mattituck,NY 11952 Pa e_12 Fire Sprinkler Output Summa . H. draulcall Most Demantlin SplrinklerN`otle , HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Splr nM Summ'a'' Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.636 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.63 gpm Average Sprinkler Flow: 15.27 gpm Flow Veloci �An'd Imbalan'ce.Summa Maximum Flow Velocity( In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0069 psi Actual Average Nodal Pressure Imbalance: 0.0022 psi Actual Maximum Nodal Flow Imbalance: 0.0001 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm ;Overall Network-Sumrna Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2462.83 gal Sprinkler Flow: 91.63 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 54.81 psi Node: Demand Flow At System Inflow Node: 91.63 gpm C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM Fire Fire Sprinkler Hydraulics'calculatwn Program Elite Software Development,Inc: Condon Engineering •; Cab#10 Mattituck,NY .11952 1�,i Pada 13 Fire Sprinkler Output Data rah ; 5'up�p Y/Deman.d Graphman 100 90 80 70 66 CO) Q 60 � 52 N 50 42 N a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 54.81 psi Calculated Flow Rate: 91.63 gpm Excess Available Residual Pressure At Calculated Flow: 11.11 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 10 Revised2.fiw Saturday, June 11, 2022, 3:23 PM for CABIN #6 Fire Sprinkler Reports I for Eastern Long Island Campground 690 Queen Street Greenport, New York y v 1O Vol Prepared By: JUN 7 3 John Condon 2022 Condon Engineering,P.C. 1755 Sigsbee Road ou,�✓UVIs euLr'1. TOWN OF SWTHOLD Mattituck,New York 631-298-1986 May 29,2021 � v Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc Condon EngineeringCabin#6` Mattituck,NY:'1'1952 ., " _:. Pa e 2 General Project Data Report `' General Data Project Title: Cabin#6 Project File Name: Cabin 6 Revised..fiw Designed By: td s Date: May 29, 2021 Code Reference NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street 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: Cabin#6 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York I�ro'ect Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Rk 4. Make: Reliable Model: G5-5 / Size: 1/2 Temperature Rating: F V NONE 'Wate.r Suppl► Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.63 gpm Calculated Inflow Residual Pressure: 57.76 psi Available Residual Pressure At 65.92 psi System Flow: Galc�ulat5ion Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow.Density: C0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: L� Number Of Active Nodes: 27 f gfln C� Number Of Active Pipes: 26 Number Of Inactive Pipes: 0 (/ ,/ Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire Fire P Sprinkler Hydraulics Calculation rogram : Elite Software Development,Inc ,Condon Engmeenng �. Gabor,#6'' Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.83 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.74 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.60 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.02 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 7.86 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 7.87 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 No Discharge ---- N/A 7.92 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 8.36 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.22 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.20 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 17.29 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 14 No Discharge ---- N/A 23.20 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 28.00 -4.00 0.00 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 26.20 2.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM y Fire F,�re Sprinkler Hydraulics Calculation Program Elite Software Development,Inc } ttituck,.NY 1:19 52 Pa Ma Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 17 No Discharge --- N/A 32.21 2.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 18 No Discharge ---- N/A 35.61 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 36.42 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 38.62 -4.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 31 No Discharge ---- N/A 39.90 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 40.32 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 44.41 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 35 No Discharge -- N/A 45.71 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 36 No Discharge ---- N/A 48.71 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 57.45 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 57.76 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:1...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire Fire Sprinkler Hygraulics Calculation Program , Elite Software Development,Inc Contlon Engineering + Cabin#6' Mattituck ,NX.11952 ;. . Pa a 5, Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node Group Data (inch) (feet) (feet) (feet) psi) 1 11 BLAZEMASTER CPVC 1.000 0 T 4.00 5.00 9.00 150 2 11 BLAZEMASTER CPVC 1.000 0 T 6.00 5.00 11.00 150 3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.50 150 4 8 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150 11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.50 12.00 21.50 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 1.50 0.00 1.50 150 8 9 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 9 10 BLAZEMASTER CPVC 2.000 0 T 5.50 10.00 15.50 150 10 12 BLAZEMASTER CPVC 2.000 0 E 2.50 11.00 13.50 150 12 13 BLAZEMASTER CPVC 2.000 0 E 15.00 11.00 26.00 150 13 14 SCHED 40 STEEL BLK 2.500 0 T 167.00 8.50 175.50 120 14 15 SCHED 40 STEEL BLK 2.500 0 T 134.00 8.50 142.50 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 3.00 7.00 10.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 3.00 7.00 10.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 3.00 7.10 10.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 2L 700.00 8.40 708.40 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 21-T 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM a Fire-Fire'Sprinkler Hydraulics Calculation°Program Elite Software Development,Inc Condon Engineering Cabin#6' MattitGck,NX 71952r. " . P.a e.6 Fire Sprinkler Input Data .Pipe 'input Data.(coint'.d)ao Nominal Nominal Fitting Total CFactor Node Node Group Data Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- (inch) (feet) (feet) (feet) psi) 37 40 SCHED 40 STEEL BILK 6.000 0 T 712.00 21.40 733.40 120 CA...\Cabin 6 Revised.fiw Saturday, June 11,2022, 3:24 PM r Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc; 'opdon Engineenng Cabin#6 Mattituck,NY 11952 "> Pa a Z' Fire Sprinkler Output Data Wv,er'ffall Node Groupn, s Outp7ut Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 11 0 0.00 15.67 0.00 0.00 7.83 2 11 0 0.00 15.58 0.00 0.00 7.74 0.00014 3 9 0 0.00 15.44 0.00 0.00 7.60 0.00014 4 8 0 0.00 15.29 0.00 0.00 7.46 0.00013 5 7 0 0.00 14.83 0.00 0.00 7.02 0.00009 6 7 0 0.00 14.82 0.00 0.00 7.00 0.00011 7 5 0 0.00 0.00 0.00 0.00 7.86 7 6 0 0.00 7 8 0 0.00 8 4 0 0.00 0.00 0.00 0.00 7.87 8 7 0 0.00 8 9 0 0.00 9 3 0 0.00 0.00 0.00 0.00 7.92 9 8 0 0.00 9 10 0 0.00 10 9 0 0.00 0.00 0.00 0.00 8.36 10 11 0 0.00 10 12 0 0.00 11 1 0 0.00 0.00 0.00 0.00 8.22 11 2 0 0.00 11 10 0 0.00 12 10 0 0.00 0.00 0.00 0.00 9.20 12 13 0 0.00 13 12 0 0.00 0.00 0.00 0.00 17.29 13 14 0 0.00 14 13 0 0.00 0.00 0.00 0.00 23.20 14 15 0 0.00 15 14 0 0.00 0.00 0.00 0.00 28.00 15 16 0 0.00 16 15 0 0.00 0.00 0.00 0.00 26.20 16 17 0 0.00 17 16 0 0.00 0.00 0.00 0.00 32.21 17 18 0 0.00 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire-Fire Sprinkler Hydraulics Calculation Program,:` F - Elite Sof fare Development,lnc, Condon Engineering Cabin#6 Mattituck, NY 11952 Page 8 Fire Sprinkler Output Data 'P ,. Oue�all Node Croup s Out ut�Data ( onttl) t �s p ;2WO, 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) 18 17 0 0.00 0.00 0.00 0.00 35.61 18 20 0 0.00 20 18 0 0.00 0.00 0.00 0.00 36.42 20 30 0 0.00 30 20 0 0.00 0.00 0.00 0.00 38.62 30 31 0 0.00 31 30 0 0.00 0.00 0.00 0.00 39.90 31 32 0 0.00 32 31 0 0.00 0.00 0.00 0.00 40.32 32 33 0 0.00 33 32 0 0.00 0.00 0.00 0.00 44.41 33 35 0 0.00 35 33 0 0.00 0.00 0.00 0.00 45.71 35 36 0 0.00 36 35 0 0.00 0.00 0.00 0.00 48.71 36 37 0 0.00 37 36 0 0.00 0.00 0.00 0.00 57.45 37 40 0 0.00 40 37 0 0.00 0.00 0.00 0.00 57.76 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inca: Condon Engineenng ='- ra -' Cabin#6 Mattituck, NY 1.1952 Fire Sprinkler Output Data Ove�lra�l!I Pipe Output Data_ 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) 5 5.60 11.00 14.83 7.02 1.00 0.00 0.03916 9.50 0.842 7 0.00 11.00 0.00 7.86 1.101 14.83 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.00 0 21.50 0.842 6 5.60 11.00 14.82 7.00 1.00 0.00 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 4 5.60 11.00 15.29 7.46 1.00 0.00 0.04143 5.00 0.414 8 0.00 11.00 0.00 7.87 1.101 15.29 T 5.00 0.000 BLAZEMASTER CPVC 150 5.15 0 10.00 0.414 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00765 1.50 0.011 8 0.00 11.00 0.00 7.87 2.003 29.65 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 1.50 0.011 3 5.60 11.00 15.44 7.60 1.00 0.00 0.04218 2.50 0.316 9 0.00 11.00 0.00 7.92 1.101 15.44 T 5.00 0.000 BLAZEMASTER CPVC 150 5.20 0 7.50 0.316 8 0.00 11.00 0.00 7.87 2.00 0.00 0.01651 3.00 0.050 9 0.00 11.00 0.00 7.92 2.003 44.94 ---- 0.00 0.000 BLAZEMASTER CPVC 150 4.58 0 3.00 0.050 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02852 5.50 0.442 10 0.00 11.00 0.00 8.36 2.003 60.39 T 10.00 0.000 BLAZEMASTER CPVC 150 6.15 0 15.50 0.442 11 0.00 11.00 0.00 8.22 2.00 0.00 0.00843 7.50 0.148 10 0.00 11.00 0.00 8.36 2.003 31.25 T 10.00 0.000 BLAZEMASTER CPVC 150 3.18 0 17.50 0.148 1 5.60 11.00 15.67 7.83 1.00 0.00 0.04332 4.00 0.390 11 0.00 11.00 0.00 8.22 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.00 0.390 2 5.60 11.00 15.58 7.74 1.00 0.00 0.04290 6.00 0.472 11 0.00 11.00 0.00 8.22 1.101 15.58 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.472 10 0.00 11.00 0.00 8.36 2.00 0.00 0.06170 2.50 0.833 12 0.00 11.00 0.00 9.20 2.003 91.63 E 11.00 0.000 BLAZEMASTER CPVC 150 9.33 0 13.50 0.833 12 0.00 11.00 0.00 9.20 2.00 0.00 0.06170 15.00 1.604 13 0.00 -4.00 0.00 17.29 2.003 91.63 E 11.00 6.495 BLAZEMASTER CPVC 150 9.33 0 26.00 8.099 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire Fire Sprinkler Hydraulics Calculation Program , Elite Software Development,Inc Condon Engineenng _ Gabm#6+ Mattituc 52 k,NY..119 Pa a 10 Fire Sprinkler Output Data Ow.elrall Pipe Output D.a�ta (confi'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) 13 0.00 -4.00 0.00 17.29 2.50 0.00 0.03366 167.00 5.908 14 0.00 -4.00 0.00 23.20 2.469 91.63 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.14 0 175.50 5.908 14 0.00 -4.00 0.00 23.20 2.50 0.00 0.03366 134.00 4.797 15 0.00 -4.00 0.00 28.00 2.469 91.63 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.14 0 142.50 4.797 15 0.00 -4.00 0.00 28.00 2.00 0.00 0.07999 3.00 0.800 16 0.00 2.00 0.00 26.20 2.067 91.63 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.76 0 10.00 -1.798 16 Backflo 2.00 26.20 91.67 Prev 17 6.00 psi 2.00 32.21 17 0.00 2.00 0.00 32.21 2.00 0.00 0.07999 3.00 0.800 18 0.00 4.00 0.00 35.61 2.067 91.63 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.76 0 10.00 3.398 18 0.00 -4.00 0.00 35.61 2.00 0.00 0.07999 3.00 0.808 20 0.00 -4.00 0.00 36.42 2.067 91.63 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.76 0 10.10 0.808 20 0.00 -4.00 0.00 36.42 4.00 0.00 0.00311 700.00 2.204 30 0.00 -4.00 0.00 38.62 4.026 91.63 2L 8.40 0.000 SCHED 40 STEEL BLK 120 2.31 0 708.40 2.204 30 0.00 -4.00 0.00 38.62 4.00 0.00 0.00311 400.00 1.280 31 0.00 -4.00 0.00 39.90 4.026 91.63 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.280 31 0.00 -4.00 0.00 39.90 4.00 0.00 0.00311 120.00 0.418 32 0.00 -4.00 0.00 40.32 4.026 91.63 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 40.32 3.00 0.00 0.01169 332.00 4.087 33 0.00 -4.00 0.00 44.41 3.068 91.63 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.087 33 0.00 -4.00 0.00 44.41 3.00 0.00 0.01169 111.00 1.297 35 0.00 -4.00 0.00 45.71 3.068 91.63 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.297 35 Backflo -4.00 45.71 91.67 Prev 36 3.00 psi -4.00 48.71 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fir6-Fire Sprinkler.Hydraulics Calculation Program Elite Software Development,Inc:' Condon Engineering Cabin#6 Mattituck,`NY_11952 Fire. Sprinkler Output Data x'. Overall Pipe UM PO t Data�(sco`nt d)� ;� � k /ft Pipe-Len. . Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. 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) 36 0.00 -4.00 0.00 48.71 2.00 0.00 0.07999 105.00 8.734 37 0.00 -4.00 0.00 57.45 2.067 91.63 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.76 0 109.20 8.734 37 0.00 -4.00 0.00 57.45 6.00 0.00 0.00042 712.00 0.310 40 0.00 -4.00 0.00 57.76 6.065 91.63 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.310 CA...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software.Development,Inca Condon Engineering Cabin 0'6 Mattituck,NY 11952 Page-12 Fire Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area(ft ) Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor(K) feet (psi) mom) m 1 A 5.60 11.00 7.83 144.00 0. 01 15.67 2 A 5.60 11.00 7.74 144.00 0. 0. 15.58 3 A 5.60 11.00 7.60 144.00 0. 0 15.44 4 A 5.60 11.00 7.46 144.00 0. 0- 15.29 5 A 5.60 11.00 7.02 144.00 0.10 14.83 6 A 5.60 11.00 7.00 144.00 0. '0 14.82 Sub Totals For Group A 864.00 0. 06 91.63 Totals For All Groups 864.00 0.106 91.63 map � r �l, C:\...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM lFire=Fire Sprinkler Hydraulics Calculation Program Elite Software,Development,Inc Condon Engineering Cabin#6. mattitu,ck,NY"119,52 " Page 11 Fire Sprinkler Output Sumnita . ,Hydraulic allyy Most.D,emandin S'pri"nkie'r,Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summa` Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.636 gpm/ft2 Application Average Area Per Sprinkler: 24..0.0 ft2 Sprinkler Flow: 91.63 gpm Average Sprinkler Flow: 15.27 gpm Flow Veloci ,,,And�,imbalance Summa Maximum Flow Velocity( In Pipe 0-0 ) 0.00 ft/sec .Maximum Velocity Pressure ( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0069 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: 0.0001 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall'.Network-Summa� ' ` -- .- Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2147.79 gal Sprinkler Flow: 91.63 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 57.76 psi Node: Demand Flow At System Inflow Node: 91.63 gpm C:\...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Sonware Development, Condon Engineering Gabor#6: Mattituck,.NY 111952 ag a 14 Fire Sprinkler Output Data dr�aiulic Suppl► IDelmand Graph 100 90 60 .N 70 65 Q 60 52 CO) 50 N n. 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 57.76 psi Calculated Flow Rate: 91.63 gpm Excess Available Residual Pressure At Calculated Flow: 8.16 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi Q\...\Cabin 6 Revised.fiw Saturday, June 11, 2022, 3:24 PM DCV in SAFE-T-COVER x13.2 14.o N PROPOSED 2"0 WT::E.R. ..1Y1:WJN-:: 4 o ••••..� . . O #18 jet = I I / O2 K ##1 �O •� #4 14.4 — :k — —n I 12.0 x 13.8 — I : . X .. �. ( m �- FCK :I ' ':. 1 .'. DECK :x 1_ \ ' uvv " - I DECK 1 :5 W12.5D #19 2 2 :a : � , o ..-� : 1 �,2/ Y.Ei.2 I.• :I• 2 toC 1 I . qMp sx DECK 31 I x 12.7 a .v��' #16 I U � �s I;. . :':.I : DECK 10 / 2 0 / M P ►. �oP `tea � � E S Al 20 • I / .. -- __ — RAMP #3 CAMP SITE #25 DECK 14.X �•: _ — 2 PAVILLION Q - - - - - - _ o k- 13,2x 100,` - - - 21„ 1 16 DECK 14.4 .,� DC O .. / #14 SAF -COVERS 0 <V ' �� / \ T�. \ ,:• . . .. 21 � ►wry ,`•:• / 1 X C) IN, 14.3 : 1� DCV in 4 / .� 14.0 bc FE-T-COVER 1 GPI' / / �0 �• 11.9 X. :• 1 1 V. "0\ V , t✓P 3 2z„0 SPIGOT #12 x x 5 9 10. 0 1 x .I I W / 14 LJ 13 ,N� 10 s , _ #5 J ell z #17 'X�1 6 \ oU2 �� . �13 \\ :r . o DECK I ( W \ '■ / '��' Cti 1 0o I f S OT l�—L VILLAGE OF 9 �'9 / / .. :�•• . '... \ / \ \ � � . I—. T.,. . CAMP S1SE �6 I 10.1 X1�. • - GREENPORT 1t / �� :' VACANT LAND /01 +10. X11.5 0 LU #7 #15 %: x #13i"o 2M�l 1 ..E �. 1pNF lOr SCJTHO'.-[ `. / .. OIz x 11 — . 16 2 7�' � ��•� 0000 logo _- 5 9 D —� _. / / \ \ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education �,` 4 `" : ✓ \ 9� Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed \_; t'' F�� Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearingSA R / J(�) the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect or OP p \ F \ \ #9 Land Surveyor shall affm to the item his/her seal and the notation"Altered by'followed by his/her X / D \ signature and the date of such alterations,and a specific description of the alteration. \ x � o Scale: 1" = 20�-0" Condon Engineering, P.C. Drawn : Eastern Long Islan CHA1N LINK FENCE Ln y ��D 1755 Sigsbee Road Camp Grounds IRV Mattituck, New York 11952 x Apo p Date : 5-29-2021 (631) 298-1986 690 Queen Street O Greenport, New York S 0005112011 W g 17. 17J1c16 ' W W t� Q �' 30 \ \ U J_ //'� `.1'=F.�y .QV.•:'� X :•.•.'. .%. . .fit•/ _"' • ✓ W VJ d J.. •X�:':•s r•f l.� .i)a .� Y�.a•..st•r. :j..'� ,.�• !1 it '^ W p ^ •r�J 7 .Y�t•?.� S.: �r�•< �r• .Y•.'.<•"''�'t } M.•, :.•. , •y�n'. v �/'��// / f �' ,^�, IL U U I :CO W CM / JWm z 31 / O � x O / J p 00 o COUP — ( O to O z W W _ ; - E 5.00 F F— L) ^ i7 20 pNp1TR� Y_ p 0 /' Q / Re 2 w � J J Z o c ■�S `to a MAIN e, 1cc GN j� N ?27 LF.1 114'OJ -18 FO Water Main V G g CO A 36 32 o Z Existing 5 cn a s o 0 6 ain m O X< ch o I a xistin cn � _ I 60 Water Main C W �, \ \\ !gyp Existing W \ 3 3 0 Wat Main r. OOP / � I � I Y.• _• cn cn Y Ci � O { _ U) f-- Lrz•; O tifO OZ �6Z30L1 �� Wo Q `>" Wa QQ O 0 1cn O , ' 1v1 C' O N � ary z Q 0Ntn� =) JWJ W (-) _ � = ) og LL W 00 Woo 06 CDw Nt° X OW z W W o O001�N - 11J os ►►OZ►L � U o F- W �, ►Z� �� u- W F- Q z C) M O --� � WU -� U W C� WZM Q Z: pZ � p U_ J W _J U m L¢L W �- o W 0 O wIr It Z � W �. E- W z Q O OZ > 1 r W N � � � wN x N 1 c� n :':"s, ".,y a� �.,m..s Sty' +✓,h y � mot" }� ^:��." -��•;= � J > �- W ' U Scale: 1" = 50'-0" Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Eastern Long I s I a n Law,Article Engineer, Section e,for any person unless acting under the direction of a licensed Drawn by : JJC Camp Grounds Professional Engineer,Architect or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 4-1-2021 631 298-1986 690 Queen Street signature and the date of such alterations,and a specific description of the alteration. Greenport, New York O 2 IS 0 From Above/ 21„ O Equipped with Drain 2 2 2 2 "0 From Above f Equipped with Drain O O OA ll ICC/ANSI ACCESS RAMP - O 0 A 2„ ° ow 12 1" 1-0/ 1" 2„ 9 a 2 10 2 T 0 C❑VERED 5 O O 201, P❑RCH O 2 0 A Mow A 1„ A O -E) ° 1" 1" 1" 1"0 2° 11 o 7 10 O COVERED — & A 6 P❑RC 2 2 2° 00 1° 00 1-0/ 1" 3IN OA O A O OO . 00 O D 2 Bedroom Cabin Floor Plan 1 Bedroom Cabin Floor Plan Legend ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 ►B-Side Wall Sprinkler- Reliable Model DH-56 Sprinkler Piping •�' ``� _ r ��- i� *}�_ r �ky — — — — — Below Ground PipingnA ONode Identification used in Hydrolic Calculations .� r Scale: 1/4" = V-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Eastern Long I s I a n Law,Article 145,Section 7209,for any person unless acting under the direction of a Licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an item bearing 1755 Sigsbee Road Camp Grounds the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 5-29-2021 690 Queen Street signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York lectric Heater inged Side of Box 0o CD CD 0 i 0 0 Fire Sprinkler System Specifications U C N U,g Fire Suppression System Scope of Work- Furnish all materials and labor required for a proper and complete installation of the fire sprinkler suppression system and related work including but not limited to: sawcutting, pipe, pipe hangers, supports, bracing, heads, signage, valves,fittings, v testing, inspections& cleanup. the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. M General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13R, National Electric 1 Code, local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as S ri n kl e r A outlined in the latest OSHA requirements. 70" —�- Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. a. The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the Hot Box Model HB3N or Equivalent character and type specified. Equipped with Heater to Protect Reliable Model G 5-56 b. All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13R and DCV from freezing A 70„ Sprinkler all local ordinances,the New York State Fire Code, and the local fire Marshall's office.The plans and specifications shall be used as an outline ponly.this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition, all work must K_G.c meet with the engineer's approval. F inged Flip Top Scale= NTS c. Work in this section includes, but is not limited to, providing all the following material,equipment, products and labor for a complete and approved Wilkins Model 975XLT2 sprinkler system: (V 2 "0 DCV 1. Installation of new sprinkler cross main and branch lines I� Test Cock#1 (Typ. ol 4) Discharge End of 2. Installation of new sprinkler heads ) All FacinOut Sprinkler 3. Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment furnished under this contract 16 ry P 4.All sprinkler lines are to be filled with Noble Model PG38 ore equivalent antifreeze solution. on Exterior Side of Wal l P q - - - - 5. One year warranty 6. Testing O LO v d. The contractor shall be responsible for submitting all required hydraulic calculations,plans, documentation, applications, fees and payments etc. for obtaining a fire sprinkler permit from the local fire Marshal's office. Main Shutoff c e. Install horizontal piping itched to low points and in a manner to make it possible to test and ern the entire system; provide valves and piping of Ball Valve P P� 9 P P P empty Y P P 9 Insulated Wall in sizes and in locations as indicated by and in accordance with the requirements of NFPA 13. Drain Port D ain Port Exterior Framing f. Coordinate routing of cross main and branch piping with existing ductwork, piping, lighting, insulation batting, etc. in existing ceiling. offset routing of piping as required to avoid all existing conflicts. Reliable Model DH56 Sprinkler Support Stanchion O g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except K—_rJ.6 where absolutely necessary. Grade-,-_, Scale=NTS 6 Above ra e � '' •, ; ' .' .. °.. :• d 4 •. . . ° . . . .• ;'.: - ...: , .. .- h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as .. .; a. d the inside diameter of the pipe. . ..' .d . .: '.* :.. • i. Materials: 1. Sprinklers stem piping and fittings: Piping to sprinklers for first, second, and third floors aces are to be CPVC pipe with continuous service of Concrete Slab Per Y P P 9 9 P 9 P P P P Manufacturer' 175psi at 150OF and meet an HDB of 1250 psi at 180° F and fittings meet HDB of 1000 psi at 1800 F Specifications 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings.bushings will not be acceptable. 3. Sprinkler heads: sprinkler heads shall be Underwriters'approved and listed for use intended (pendent,flush, upright or sidewall type) installed as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link 1 g type, or glass bulb type, temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56 . The 15 sprinklers with a'K factor of 5.6. 1„ 2 2 0 Type K Copper Sprinkler Design Data 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be Water Line to Building \I"-2 "'Galvanized Water Main * Hydrant Test Data-Middle Road and supported from lighting, ductwork, other piping or equipment. all hangers shall be plumb. Hangers and supports shall be UL approved and shall Water Service and DCV Plan Queens Lane comply with NFPA standards and owner's insurance requirements as to size, type and spacing. Manufacturer: clevis type and roller type hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co., Central Iron, Leifried, or equal. Scale: 1"= 1'-0" -Static Pressure-66 psi- Residual Pressure-52 psi 5. Test and drain valves: bronze body globe, rubber discs, 300 psi c.w. non-shock, similar to Fairbanks, figure no. 4591-3 or 4691-3 or approved Legend - Flow- 1,503 gpm equal. Notes: Note: ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 6. Unions: couplings and unions shall not be used except where pipe is more than 20"in length between fittings. screwed unions shall not be used 1 -The DCVs must be protected against freezing. The Siamese Connection ►B-Side Wall Sprinkler- Reliable Model DH-56 " NFPA 13R Cabins on pipe larger than 2". Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. must be Down Stream of Sprinkler Piping * Density-0.09 gpm/ft2-4 Operating 2-Adequate electric power must be provided within the box for heat trace tape or space heater. the RPZ Heads 7. Signs and charts: store and save existing inspector's test sign for re-installation by this contractor. — Below Ground Piping 3-Outlet must be GFCI and be a minimum of 18"off the slab. ONode Identification used in Hydrolic Calculations j. Inspections and Testing 4-Test cocks must be positioned to facilitate testing (30"minimum clearance) 1. After installation is complete, but before the piping is furred in or covered over, the contractor shall provide instruments and equipment, secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the 5-All connections T's, etc. must be installed after(down stream)of the device. local fire marshal. 6- Enclosure must have weep holes for drainage. 2. All new piping and equipment shall be hydrostatically tested as per NFPA 13. 7-Devices must be supported to the concrete slab with pipe stanchions. 8-Supports must be placed where they will not obstruct the function or access to relief valve. 9- Devices must be from USC FCCCHR approved list. 10- Devices must be tested annually. ,,,,;dam."�'•4;, ;: -"'"`�• ' 11 - Enclosure to be HOT BOX, HYDROCOWL, SAFE-T-COVER, or equal. ,r =.b,; t` ',`� } Y q 12- Enclosure to be N.Y. designation. 4. 13- Diaphragm of Febco models must be on the open side of the box. _ 14-Concrete slab to be sized according to manufacturer's recommendations. '"'. 4 .. 15-Resilient seated valves required to be OS &Y on 2-!"and larger. � k i��.� ��X-¢ 16-The backflow prevention assembly must be lead free. Scale: 1/4" = V-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Eastern Long I s I a n ' Law,Article Engineer, Section Architect for any person unless less acting under the direction wwaoy.Iff a licensed Drawn by : JJC 1755 Sigsbee Road Cam Grounds Professional En ineer,Architect,or Land Surveyor,to alter an Rem in an If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seat and the notation"Altered by"followed by his/her Date : 5-29-2021 631 298-1986 690 Queen Street signature and the date of such alterations,and a speck description of the alteration. Green port, New York GjMjn> OA � APPROVED AS NOTED PERMIT S REQUIRED DATEtij:./b S.P F, — - FEE.Aj�� et NOTIFY FIRE MARSHAL AT 631-765-1802 Fire Alarm System FOR THE FOLLOWING INSPECTIONS: 1. ROUGH INSPECTION o Fire Sprinkler System 2. COMPLIANCE TESTING v 00051'20�� W 3. FINAL INSPECTION ti 91717' Fixed Suppression ALL WORK SHALL COMPLY WITH WS System CODES AND APPLICABLE NFFA STANDARDS Ho and W W Duct od V �- U I—J W ``� Z CODE Q z FIRE � Uj LL o o �"� ® : -,: .�. - . =�� J t;�:�.; _:.<.: _•.. _ I 'Vll � W � '^ � ° � �•. =a� ,a: -j'•'• p. i�, --- r <T •:.�_j :.�: {::. ''•It': z. FIRE IN SP , I I Q H 0 W 0 O g i RE �,REQUIRED BEFORE E— oi"'g : tiI �, Q�1 ��/ J (A J W — W m z 1 I # Q U A z _ O ALL Caj�3TRUCTIOI SI�lP-L "- W °' O - x W 'W O U ��EET Th'�>,EQfJ113Er:mTS 07 Ht - W � 0 - - '� o I �- P:EIiV YOR C STATE, c� 0 _ _ Okr, I COD:$$ z � w 5.0 �; 0„E �172 T Y a U _ ®— w I J z S \ , bo d • - g 9�"_ to O 227 LF.,V4-V -,8 Water Main U� 36 y0- 32 0 A 4 I U Existing a s W � �, 6,� am 5 ° 0 x � 0 I � o xisting a' co 60 Water Main t� YCP p`Y.r � Existing I \\ 0,y�� 3 3 0 Wat Main 000, 7 � q v Z Y to cri Z L1 a.>- o C C/) L� U v 'JWm W � V O o ,t ti az � o3 z �- W �� 00 C9w0 S I >- O (Y f� z W °O p0 W I-- W w � LL- W � Oz M � � WU �-0 U F-- zo Z � zm Q0— U W --1 � U m La W �- Q O o 0 J U) 1 w(n �` , W '_Z^^ WW O. V/ U z zQ O 1 41 0 0 aZ Q ZO CC N X 3 X 0 w w J n. v y � a X ° XU W N , a � a OF NEw/0 1 �, �'A J. CO* V� • z w J —I r SSI W U W Q � Scale: 1" = 50'-0.1 Condon g�Eng ineerin P.C. Eastern Long Islan Plans are prepared by Condon Erg'mee ,P.C. tt is a violation of the New York State Education ring Law,Artrc�e 145,Section 7209,form person unless acting under the d'�ec6on of a f�nsed Drawn by : JJC Professional EMineer,Architect,or Land surveyor,to alter any item in any way.B an item bearing 1755 Sigsbee Road Camp Grounds the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item histher seal and the notation"Altered by followed by histher Date : 2-5-2024 690 Queen Street signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York IDCVi I SAFE -COVER I j 6, 13.2 I I I x 14.0 17 PROPOSED 2"0 TER MAINASPNp1T ROPE 16. 1 � N _ 15 5 18 x 14 � - P'� I «o 14 I j 2 I I #1 Oi i A�OQ 2«1 S 14.4.� -0 -n I 13 12.0 x13.s I — I ( ) #4 m �FCK 1 1 DECK > 13.1 — — ENV 4' � I DECK 13.51 13 12.5 tSZ D 13 � � I L_ \ #2Cq4f #19 . � _ 1 2 p DECK ' 1 s � x D x y, � Z - I I c \ - MP r? o Z 16 DECK 3 ES RAMP =.�, . •. 2 — 15.9, CAMP SITE25 pECK X 1 2« 3 13.2x PAVILLIO 15 13 DECK 1 14.4 .�� DC n / �SAF -COVE " \ - �, .:"':=�- •= / / Q � fit 4 14.0 \ FE-T-COVER I I X14f-3 �, = 2 11.9 X. =� \:. J #4 / M / _ ✓'X 12 : 10� ` 2- "0 SPIGOT 7 '' 1 • 2 11.9 1 / / L �_ • = x #5 Ld r-4 0> 10.9 :I s' 1.4 13 #1 X. 10 6 r,P 1 6 z / � O 11:1:= ' . fn 3 \\ I # - — — / DECK �/o ( I W S OT \ - - \ �s�� • , �e , �11.0 , : _ .. _ � - ' = ' - VILLA/ _ / \ 1 — _- -- 22 E F 2 / 2. L/ //_Lou _ - - - GRE X ' _ 12.o ENPORT 8 \:: VACANT LAND +10 \ +10.9 20 x \ \ ''911 1 Imo , "A 3 #13 =• o : :• - x 10.6 Al 1-0 x %_ _ � 13 x / � / -� 9 < CYI 9.9 16 `` ?2 J : ��0 J. Cp�rO.fs� 0 1 \ 2 « P(}5_E RQAD IFW N — . � � goo / / '. _ \ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York Slate Education 7 0 DC S-9 - _� � / G / \\ �'y� \ \ loe Law,Article 145:Section 7209,for any person unless acting under the direction of a ficensem Ua —_ 14 \ \ \ 13 / Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an item bearing oe SA —R / J� s� \ O the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Archftect,or #9 Land Surveyor shaft affix to the item hisftw seal and the notation'Aftered by'h1wied by hisftff POSED -0 \ \ signature and the date of such alterations,and a specific description of the afteration. N o \ x./ N Scale: 1" = 20�-0„ Condon Engineering, P.C. � Easte.rn Long Isian Drawn by : JJC 1755 Si sbee Road cN U Mattituck, New York 11952 C a Im p Grounds ^ P=2 Date : 2-5-2024 (631) 298-1986 �690 Queen Street 5.ox Gireenport, New York At, N 12.6 00 U o 00 L:1 O6 0 2"fd o A O A 13 " 2"0 From Above O 1" 3 q , 0 2" 10 Down'3' elrnnr Gradepped with 2 s" 11 0 w COVERED COVERED 2 " 2w PORCH O 11 PORC 2^� 1w 2-0/ & w ^� 1" no Do 12 1 1-0/ 1" O D A O A O O 01), OJA 1 O O 00 0 0 O0 O D O 2 Bedroom Cabin Floor Plan 1 Bedroom Cabin Floor Plan Cabins #1 1 #2 #3 #41 #5 #6 Cabins #10, #13,#15, and #17 #71 #81 #97 #111 #127 #147 & #19 Sprinkler Design: Sprinkler Design: NFPA n: 3 1 R p g NFPA 13 R 2020 NYS Fire Code and Building Code 2020 INYS Fire Code and Building Code — — — 13 2 1y w�x SC!/ Fire Sprinkler System Specifications 2"0 From Above Equipped with Drain Legend Fire Suppression System Scope of Work-Furnish all materials and labor required for a proper and complete installation of the fire sprinkler Down 3'Below Grade suppression system and related work including but not limited to.sawcutting, pipe, pipe hangers,supports, bracing, heads, signage,valves,fittings, ® A-Ceiling Pendant Sprinkler-Reliable Model G5-56 testing, inspections&cleanup.the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshars office. ►B-Side Wall Sprinkler-Reliable Model DH-56 Sprinkler Piping General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13R, National Electric Code, local zoning ordinances and fire marshal office. Contractor;shall comply with all provisions, requirements, regulations and directions as — — Below Ground Piping outlined in the latest OSHA requirements. ONode Identification used in Hydrolic Calculations Sprinkler Design Data Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. * Hydrant Test Data-Middle Road and a.The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the Queens Lane character and type specked. -Static Pressure-66 psi b.All work must be in accordance with the requirements of the owner's insurance company,and shall comply with the latest edition of NFPA 13R and -Residual Pressure-52 psi all local ordinances,the New York State Fire Code,and the local fire Marshall's office.The plans and specifications shall be used as an outline -Flow-1,503 gpm only.this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition,all work must meet with the engineer's approval. *NFPA 13R Cabins - ICC/ANSI ACCESS RAMP - c.Work in this section includes, but is not limited to, providing all the following material, equipment, products and labor for a complete and approved Density-0.09 gpm/ft2-4 Operating sprinkler system: Heads 1. Installation of new sprinkler cross main and branch lines *NFPA 13 Pavilion 2. Installation of new sprinkler heads O 3.Any and all items.appurtenances, etc. necessary to hang,support,anchor, brace,etc.equipment furnished under this contract Density-0.1 gpm/ft2-5 Operating 4.All sprinkler lines are to be filled with Noble Model PG38 or egtivalent antifreeze solution. CA:I Heads 5.One year warranty 6.Testing O 1 2"0 ow A A 4 ' O d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, documentation, applications,fees and payments etc.for 1 0 obtaining a fire sprinkler permit from the local fire Marshal's office. 1" 1" " e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty the entire system; provide valves and piping of " sizes and in locations as indicated by and in accordance with the(requirements of NFPA 13R. COVERED 7 2 11 1�0 f. Coordinate routing of cross main and branch piping with existing duictwork, piping, lighting, insulation batting, etc. in existing ceiling.offset routing of PORC 2 2-0/ 2" piping as required to avoid all existing conflicts. g. Ream and remove buns carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except where absolutely necessary. 1" 1" h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as O A O A O the inside diameter of the pipe. i. Materials: 00 1. Sprinkler system piping and fittings: Piping to sprinklers for first,second,and third floor spaces are to be CPVC pipe with continuous service of 00 175psi at 150°F and meet an HDB of 1250 psi at 180* F and fittings meet HDB of 1000 psi at 180"F 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. bushings will not be acceptable. 3.Sprinkler heads: sprinkler heads shall be Underwriters'approved and listed for use intended (pendent,flush, upright or sidewall type)installed 1 Bedroom Cabin Floor Plan as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link Cabins #16 and #18 BEDROOM 2 BEDROOM 1 type,or glass bulb type,temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56 . The sprinklers with a W factor of 5.6. 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be Sprinkler Design: supported from lighting,ductwork,other piping or equipment.all hangers shall be plumb. Hangers and supports shall be UL approved and shall comply with NFPA standards and owner's insurance requirements as to size,type and spacing. Manufacturer clevis type and roller type NFPA 13 R E OF NEB1 hangers shall be hot dipped galvanized as manufactured by ITTGrinnell co., Central Iron, Leifried,or equal. y 2020 NYS Fire Code and Buildin Code °�� J• c0 5.Test and drain valves: bronze body globe, rubber discs, 300 psi cw. non-shock,similar to Fairbanks,figure no.4591-3 or 4691-3 or approved y equal. :. 6. Unions:couplings and unions shall not be used except where pipe is more than 20'in length between fittings. screwed unions shall not be used Plans are prepared by Condon Engineering,P.C. R is a violation of the New York state Education on pipe larger than 2".Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. Law,Article 145,Section 7209,for any person unless acting under the direction of a kensed Professional Engineer,Architect or Land Surveyor,to alter any item in any wary.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect or �FESSIONP�' 7.Signs and charts:store and save existing inspector's test sign for re-installation by this contractor. rand surveyor shall affix to the item his/her seal and the noration'Altered by'lfollowed by his w signature and the date of such alterations,and a specific description of the alteration. j- Inspections and Testing ' 1.After installation is complete, but before the piping is furred in or covered over,the contractor shall provide instruments and equipment,secure, Scale: 1/4" - 1'-0' .. perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the local fire marshal. Condon Engineering P.C. _ Eastern Long Islan . . . '. Drawn by : JJC 2.All new piping and equipment shall be hydrostatically tested as per NFPA 13R. 1755 Sigsbee Road Camp Grounds Mattituck, New York 11952 e% Pm3 Date : 2-5-2024 690 Queen Street Scale: 1/2" = 1'-0" (631)298-1986 Greenport, New York i --� ICC/ANSI ACCESS RAMP I COUNTER I Fire Sprinkler System Specifications CA Fire Suppression System Scope of Work-Furnish all materials and labor required for a proper and complete installation of the fire sprinkler 2"0 Do O I suppression system and related work including but not limited to:sawcutting, pipe, pipe hangers,supports, bracing, heads, signage,valves,fittings, 2O 3 A testing, inspections&cleanup.the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. A A 1" o I 2 2"fd From Above General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13, National Electric Code, o I Down 3 Below Grade local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in ce- the latest OSHA r uirements. �1"flJ " 12 " 2"fd From Above ,� � 2 O 1 2" Equipped with Drain 13 Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. ,2" f DECK 8 a.The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the 2" " 1 10 character and type specified. ECREATIONAL SPACE b.All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13 and �- 1"0 all local ordinances,the New York State Fire Code, and the local fire Marshall's office.The plans and specifications shall be used as an outline CG+ 1"O only.this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition,all work must meet with the engineer's approval. OA A O c.Work in this section includes, but is not limited to providing all the following material equipment, products, P 9 9 , eq P , P cts and labor for a complete and approved sprinkler system: 1. Installation of new sprinkler cross main and branch lines 2. Installation it new sprinkler heads 3.Any and all items.appurtenances, etc. necessary to hang, support, anchor, brace,etc.equipment furnished under this contract 4.All sprinkler lines are to be filled with Noble Model PG38 or equivalent antifreeze solution. 5.One year warranty 6.Testing d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, documentation, applications,fees and payments etc.for obtaining a fire sprinkler permit from the local fire Marshal's office. e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty the entire system; provide valves and piping of sizes and in locations as indicated by and in accordance with the requirements of NFPA 13. f. Coordinate routing of cross main and branch piping with existing ductwork, piping, lighting, insulation batting,etc. in existing ceiling.offset routing of DECK Legend DECK piping as required to avoid all existing conflicts. ® A-Ceiling Pendant Sprinkler-Reliable Model G5-56 g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except No Covering Over Deck where absolutely necessary. / Sprinkler Piping h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as Below Ground Piping the inside diameter of the pipe. ONode Identification used in Hydrolic Calculations i. Materials: 1.Sprinkler system piping and fittings: Piping to sprinklers for first,second,and third floor spaces are to be CPVC pipe with continuous service of 175psi at 150"F and meet an HDB of 1250 psi at 180" F and fittings meet HDB of 1000 psi at 180"F 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. bushings will not be acceptable. • Sprinkler Design. 3. Sprinkler heads: sprinkler heads shall be Underwriters'approved and listed for use intended(pendent,flush, upright or sidewall type) installed Pavilion Floor Plan as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link 2016 NFPA 13 type,or glass bulb type,temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56. The sprinklers with a W factor of 5.6. 2020 NYS Fire Code and Building Code 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be supported from lighting,ductwork,other piping or equipment. all hangers shall be plumb. Hangers and supports shall be UL approved and shall i comply with NFPA standards and owner's insurance requirements as to size,type and spacing. Manufacturer clevis type and roller type hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co.,Central Iron, Leifried,or equal. A 5.Test and drain valves:bronze body globe, rubber discs, 300 psi c.w. non-shock, similar to Fairbanks, figure no.4591-3 or 4691-3 or approved equal. 6. Unions:couplings and unions shall not be used except where pipe is more than 20'in length between fittings.screwed unions shall not be used on pipe larger than 2".Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. 7. Signs and charts: store and save existing inspector's test sign for reinstallation by this contractor. j. Inspections and Testing 1.After installation is complete, but before the piping is furred in or covered over,the contractor shall provide instruments and equipment,secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the V -____ local fire marshal. e ° ° 2.All new piping and equipment shall be hydrostatically tested as per NFPA 13. � � C RECREATIONAL SPACE �EOF NE4,yp� . C a*oo '� wV "ES -;: :�. • :-a.;, - y .- : . . ---• - :� - - •. ---• - :; _d-:: -`•_ Scale: 1/4" = 1'-0' -a . _ -•' ' _._- _ _ a : - .• _ ' • • _ Condon Engineering, P.C. Eastern Long Islan _ ••.a..rn •' .. .- ._. :dam-'•� .a.•. :a•-'-• '•a•• :a- �•. Plans are prepared by Condon Engineering,P.C. tt is a violation d the New York State Education _ _ ' e _.-' . Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C • •• ° Professional Engineer,Archiited,or Land surveyor,fo alter arty item in airy way.If an ltem bearing 1755 Sigsbee Road Cam Ground s p _ •. '.•' the seal of an Engineer,Architect,or Land surveyor is altered,the altering Engineer,Archltea or Mattituck, New York 11952Wrm4 Scale: 1/2" — 1'-0" Land Surveyor shall affix to the item His/her seal and the notation'Altered by"followed by hislher Date : 2-5-2024 690 Queen Street signature and the date of such alterations,and a specific description dthe alteration. (631) 298-1986 Greenport, New York i lectric Heater inged Side of Box c a"o o � m 0 CD 0 0 1 N C N O N d) U C lB t0 Sprinkler A U o Notes: co 1 1 -The DCVs must be protected against freezing. �Re I i a b�eM�od�elG 5-5 6 70" 2-Adequate electric power must be provided within the box for heat trace tape or space heater. /q 3-Outlet must be GFCI and be a minimum of 18"off the slab. p 4-Test cocks must be positioned to facilitate testing (30"minimum clearance) K-5.6 Hot Box Model HB3N or Equivalent Equipped with Heater to Protect 5-All connections Ts,etc. must be installed after(down stream)of the device. Scale=NTS DCV from freezing 70" 6-Enclosure must have weep holes for drainage. inged Flip Top 7-Devices must be supported to the concrete slab with pipe stanchions. Discharge End of ry Sprinkler 8-Supports must be placed where they will not obstruct the function or access to relief valve. on Exterior Side of Wall ilkins Model 950XLT2 cm2"0 DCV 9-Devices must be from USC FCCCHR approved list. O ! Test Cock#1 (Typo 4) All Facin ut 10-Devices must be tested annually. 17 a 16 11 -Enclosure to be HOT BOX, HYDROCOWL, SAFE-T-COVER,or equal. 12-Enclosure to be N.Y.designation. Insulated Wall in Exterior Framing 13-Diaphragm of Febco models must be on the open side of the box. Reliable Model DH56 Sprinkler Main Shutoff c 14-Concrete slab to be sized according to manufacturers recommendations. O _ Ball Valve � K—5.6 � Drain Port 15-Resilient seated valves required to be OS&Y on 2 2"and larger. scale=rJrs ain Port 16-The backflaw prevention assembly must be lead free. Support StanchionL— =1 6"Above ra e- - ': '4 =•• :• - a- ConcreteSlab Per 4,/c 61' Manufacturer (/ Speafimtions 2"To Fire Z-d--e— I Sprinklers 18 15 2 2"O Type K Copper Water Line to Building 2"Galvanized Water Main Water Service and DCV Plan Scale: 1"= V-0" Note: Lans le Model The Siamese Connection 200 Test Drain must be Down Stream of ow the DCV I 2.0 Type L opper from the DCV E 0 F NE41 5 �`a J. co 0, ��- r—• 'fig,., �I- C Fire Riser Detail J� �w Scale 2"= 1'-0" IMA Scale: 1/4" = 1.�, Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. n is a violation of the New York State Education Eastern Long I s I a n Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C Professional Engineer,Architect,or Land Surveyor,to after any item in any way.flan item bearing 1755 Sigsbee Road Camp Grounds the seal of an Engineer,Architect,or Land surveyor•s altered,the altering Engineer,Architect,or MattituCk, New York 11952 VL Land Surveyor shall affix to the item his/her seal and the notation'Aftered by followed by hislher Date : 2-5-2024 690 Queen Street taPm5 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 lGreenport, New York