The URL can be used to link to this page

Home My WebLink About49754-Z �o',�pF SOUryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd o�rCOUNT-(. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46620 Date: 10/23/2025 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. 49754 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" Pavilion 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: 49754 07/21/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 Aut on ed ignature ��o�osuFFocK�oa TOWN OF SOUTHOLD s BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49764 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY .11944 To: (pavilion) legalize "as built" pavilion in existing campground as applied for per ZBA, LP ) g P 9 Pg PP Planning & SCHD approvals. Replaces BP 46367. 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 312l/2025.. Fees: PERMIT RENEWAL $779.00 Total: $779.00 Building Inspector �o�gUFFQ1K�O TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46367 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (pavilion) legalize "as built" pavilion 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 1214/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,508.00 CO-COMMERCIAL $50.00 otal: $1,558.00 Buil ' g Inspector OF SO!/��ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 �Q �yCOUNT`I,� 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#: 49754 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical License No: 57478ME SITE DETAILS Office Use Only Indoor r' Basement r Service Solar r Outdoor 1 st Floor r Pool 17 Spa r Renovation 2nd Floor r Hot Tub r Generator F Survey rr Attic r Garage Battery Storage r INVENTORY Service 1 ph r7 Heat Duplec Recpt 14 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph r— Hot Water 30A GFCI Recpt 5 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights _ Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Other Equipment: Notes: Pavilion Inspector Signature: X Date: July 21, 2025 Sean Devlin Electrical Inspector sean.devlinP—town.southold.nv.us 64500CR48Pavilion Town Half Annex AV Telephone(631).765-1802 y 54375 Main Road P.:0.Box 1'179 ' Southold,NY 11971-0959 Z L V U a BUILDING DEPARTMENT APR 4 2025 ! TOWN OF SOUTHOLD ' CERTIFICATION Date: O' r Building Permit No. �1 V'%0\A Owner: (Please print) Plumber: f aY V� lease print) I certify that the solder used in the water supply system contains less than 2/1.0 of 1%lead. (Plum gnature) �f Sworn to before me this 7-- 7 ADVENDIZO TORRES day o P r 20 NOTARY PUBLIC,STATE OF NEW YORK. Registration No. 01 T062'31053 . iyla"V Qualified in SUFFOLK County Commission Expires 11/22/2026 Notary Public,; County 1 af SOGIyO� 69 H 5-vo- � • * TOWN OF SOUTHOLD BUILDING DEPT. °`y�o��►,� 631-765-1802 Z-r-) ,� /Joy\ INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ } ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION = [ ] FIRE RESISTANT PENETRATION rl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: . tC �L DATE INSPECTOR OF SOUIy�� * # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ ]' FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: le) DATE f INSPECTOR o��Of SOUTyo t� ,v h l0 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG.S m/o, Qrnvvre. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL _IONJ [ ] PRE C/O [ ] RENTAL REMARKS: vv-e,i s VY&D DATE ` INSPECTOR Iva rgso # . .TOWN OF SOUTHOL BUILDING DEPT. couNr+,��'' 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) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: r VAA& S ti . 9'��5✓v�� -- R (a DATE l 'y0 INSPECTORI)4 10,K1 ho�aof souryo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycouiun��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r I,,�/�,� [ ] PRE C/O [ ] RENTAL REMARKS: , V�r� 1 bA �,tL/ 6) 6%m vlm� hgov,V4 9A41, �Ave, n 10&4-- . � 6w� OVA) m Dyft o fe Ell DATE ?v' INSPECTOR hO�aOF 50UTy°�o 9q75 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: DATE Z125- INSPECTOR aOF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. o m�'a� 631-765-1802 �W-,Vf, 4q* INSPECTION [ ] FOUNDATION 1ST/ REBAR [?.FINAL3; UGH PLBG. FOUNDATION 2ND [ ULATION/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: 1 tk(, 4-ork iV4OPMvr"KL- L Awn 60 ID 9C., CA We �t DATE INSPECTO a SOUT,fO�o TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] .FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- [ ] RENTAL REMARKS: l It vx - Ci C941- fv(_41�ov 6) �(,w 6v\. p kD wwv [AtUC, 1�) bo� yv , r l nn, vive, Vt� f"- gt,3 ji AJA Ajaxn. A\/6f~ DATE Y ANSPECTOR v - - oF SOUr Vapp.rv% L041 �� r/a•ir j %.---. - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 PAv 1 l� INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: No Fire -Dep ,Y-4 ,Lk� �;pv�✓�•cC'i'�ev►. �'�C C ,l . w�cF� ao�g yvwst be, Q,d�lerd• �mc �I-�v►gvul1,cy e74zd s �a b-0 111 0!n, jv ,v. `Nc -w4gj (rap o; &C-Fi n3 u 4skAy n o h414-w Li� a,�.�( o� 4rchr UISIVL ✓ 4s /?,-W-N\aVn a a'` o• '7 l3� rzU2 DATE. INSPECTOR Z G"JA pF SOUTyOIo rvar u, C.0 # # TOWN OF SOUTHOLD BUILDING DEPT. IDO 631-765-1802 a -7s4 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) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: FiR'-e Z6vT 0-ol 6q;l DATE W_b< INSPECTOR��S,2---, ;2- ��,� 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 r �t 54375 Main Road, P.D. Box 1179, ...,� Southold, NY 11971 °-- -- N 0 V - 7 2024 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 2001bs 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 waterflow test cannot be conducted without compromising the system.A manual test was performed on all of the waterflow switches.All alarms are active. Very my yours Th as P, LIC#019767 ,� 1 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condoneng i neeri ng.com October 14, 2021 E VU E H E D 0 1 9 2021 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 Eastern Long`Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347, 46348, 4634.9, 463.51, 463.53, 463 6355, 46356, 46457,463.58, 46359,46360,4636`1, 46362,46363, 463.64,46365, 4636 46367 -Dear Mr. Verity- 1 inspected the sono tubes footings ohihe property+for the proposed cottagers and found them .---- to be=installed m accoedailce-witkthe plans-fled-with the Building_Department.:-The sono-tidies__— ---_ were.found tb 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 rohdon, P.E. lot fiEw S �•. c n F 0516g p��fESS10N�' Job Name: North Fork Cottages&RV Resort Installing Company: Boss Systems XR1S0/XRS50 SERIES STANDBY BATTERY POWER CALCULATIONS' _ '� - 3�5Wud6yCutrent �r " "� r� a Cm z tx e � r �� < w:��.�- XR150/XR550 Series Control Panel 1 X 174 - 174 1 X 217 - 217 L l..,3 '"�" ._ `c ✓ -°m .z eOF, mom : s. R':z. :.XQ ? Q? ,, ;,�0. X, x307. -` 0 Switching Grounds 3-6(ON) 0 X 5 - 0 0 X 5 - 0 ' �,e Acttvelone9 18 2 � . r.v1 Active Zones 9-10 0 X 4 - 0 0 X 30 - 0 O1 ,� :., . ISm2 e W Panel Bell Output(1500 mA max) 0 0 MR =3^ jtux e0ne+t,6Ks Terminats7and -_j,(Othertttan_keypadsand<IX s?�anoduie5, a...0. ii.t X. ;.g --;; _.., -.: .< . 03 _ Z 4 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 - 0 0 X 35 - 0 63 £4Ytu[ajsCam)t3tttPptor % .. ,c. .-.,,,r..,:; ... _s.--...- s # ..-.1 ,.. 207 ..z g v 2R...__ _ ,2 1 _ <. X. .�> .-.,20.E ..,s.,. s, � A; 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 - 0 'V.�,�'";..s`-� _. ,�'-'F`��.v�:_?`•sue,-`, _-Rk-�.., :�:X,.:...�.e. ,*,ti.. � ...:a, „ ' -� Q.,. ''�-�.• �-- 3 �.:^�..x:"�0 ? X.. '.5 ^6��. ,c-: �.....��:''�irs. -i„��;':.. 630F Remote Fire Command Center 0 X 63 = 0 0 X 92 = 0 ., ., 0..',.708 Bus Extender 0 X 10 - 0 0 X 10 - 0 VINNS SpGtterfRepeatEr 711 Zone Expansion Module 0 X 11 - 0 0 X 11 - 0 0. 711S Zone Expansion Module 0 X 4.2 - 0 0 X 4.7 - 0 712,8Zane Bxparisian Module az_, x=: ..,_- ;.... , ,t .. .,0. �• _gr; 17 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 , „�, nwz0 ��"�� .EO.s..�,. �;X,a<,ry 5 •,rtr"fua%t, .,� Sew Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 7 d�E 714�6`ZarfeExparalonMaiiug •^� < , T� ;u.,�<t �'±. t�.x`,"',<�M'<"��r .E> ..�Q-�.� ...."�� <...�20.<u.. ., �'�w. ��.,„�_.0.`?. -.x. ..e�:,s...�'�z �-'<i0 `�Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 ��15�Zon" ute.A -'rz��,�,�>��"'`?., .. ., ^.:"'�.f•"��.~Qo.R�� < ,�� 8:< 3 �,�. ,7, ,* .'��`r" � 0 . �a„ ,X,,, c":,?e� a "� 0�aear Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 - 0 reSm9 4•�P' & '?.a� ,n 0 X-: 0f'.- , - 0 a- 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 - 0 _._.Active,ZtShes(6OL-Installed) -: ..,.. .. '' o ,,.: ..z,_,: �..�`''`',�.a� `, `;;0: r ��<•s,l,,,..., ,s�`i.-;Q�' fi, ,.d.r 0.. fit...:- y'';9 .. 1�.r.�^t ..:.+.30., ,s,W:�,., s'.,"'t vtj,-: : .. 2-Wire Smokes 0 X 0.1 0 0 X 0.1 — 0 16Ou1 ut'Ex ansfa`[vIodGlee < � a r Q: X 13;` f '`+ 0 t a p Active Form C Relays 0 X = 0 0 X 12 = 0 77 111eAnnUnaatafModule a alb k_r - .....0 .",X.`: n x.7Q..d. ...= a 10,,:� 3 P. ..,1 r Y"', 0 Annunciator Outputs 0 X - 0 0 X 1 - 0 734, ad tnfetfacNlodu(e 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 0 ,' sz Proximity Reader 0 X 200 - 0 0 X 200 - 0 736P",iOPITtnterf. {vfdd0le .. a,- .... X 29�,, a „ ,< .s< 0. X< 25.,. .. �0,..<per, .. .�,a, Csa., t'�a - a, ,>z Radionics Popex,Octopopit,Popits 0 X — 0 0 X — 0 736Utf Pie>dcfulea,*t a 9 « ; 0 av x i rr. �' �M�i ,.. .0• X-_ . .k."iJL. ..,.. . ." .,r.68 Active Zones 0 X = 0 0 X = 0 738AAdet co Wireless lnterface•Module,,, ,„ a ., .. F,0; X x>, fi5n # 0.,; r "0 738T Wireless Translator 0 X 50 - 0 0 X 50 = 0 738ZpI0s Z-Wave lntejface Module M. m. :' i .., - 0' X: 4Q-° a0 ,, t3" �X, 40,.1 0 763 Wi-Fi Module 0 X 31 - 0 0 X 31 - 0 $69 RetayQutput Moi301e,iorie ielayacf ve Y41,50 XR550 Page 1 of 3 All four relays active 0 X 138 - 0 0 X 138 = 0 866 Style W Notification Module 0 X 45 - 0 0 X 76 - 0 867-_, s:S)l_ t,4(Alfaa ,-.,..... :,.,, ,.. ...; . . �,.�. `?.R5FA 3s � �. m § R` - 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = ' 0 „ 1100X Wireless Receiver 0 X 25 = 0 0 X 35 = 0 q.0XH<1yt"ete5sl I ,ep r ,' : { n 9 > W '2, , .9(;t.,t,.- )'.. -e.w,dt,=_ ,` ,..-...a . .t` .sv,r„ ;�+ti, .<>: ., u,x ;.,. .i>w �Qm.... .�. ,,.�... .�; ;: •.,... ��a-::� 'S, i" ..4,. b..0A a.A I'll"I xa.•.,`,'> ao 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7 63l7163Thtnline Q63 Ke aGf" a k r :p = u T a s 104 "- 0 ..-. ...v 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 F 0 X 87 = 0 4ra`, a 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 d X 1 1&; „4>4 "a .,; &.w d,. '_t1 z_a ..� X. w :2 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 - 7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 = 0 Ac{hre zones W14` et" a ae sQ r 6' : 0 0 2 4�", x 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 = 0 "�1 `PUViE ed p2vlCfl S� ns sc kt- Aux.Powered Devices 0 X — 0 0 X = 0 ..°�.'.*Os':. Aux.Powered Devices 0 X - 0 0 X - 0 e X4 Powet@d Devices .- a. ... � X w M e 8 .�. Fa,.tua�°a_. .:�.-�.._._� - _.._�._. 4- ,-. ,.� �,.�r _c_.�..oAu4M�„ Aux.Powered Devices 0 X = 0 0 X - 0 4t Aux.Powered Devices 0 X = 0 0 X = 0 3 Auk Powered Devices aA._.. Based on 10%active zones in alarm 7oRa)Sfeiif s ' 2iTD 4 r oral A(ai rtA Required Minimum Alarm Time in minutes WAKE,L 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 200A mA _. by TotalTotal number of standby mA hours = 4810 mAh ,1 ` �fotat Teauired atar tt rnfed + j .4SemAfi ` Total number of mA hours = 4855 mAh 20%.a�€`+�k Total number of mAh - 5826 mAh $ r BatteryAittoptsh3quaed - 6Rh ' g spyPIN ' ZR z i For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). This spreadsheet calculator has not been evaluated by UL XR350 XR550 Page 2 or 3 OFFICE LOCATION: SOUry MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY --,a • VVVM.SoutholdtowTmy.gov October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT 2 2025 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island Kampground Cabins 64600 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, -ByAwr\ Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) U\ y ------------------------------------ CDO v� - FOUNDATION(2ND) Q`Q P, � O ' tJ �yi 1 ROUGH FRAMING& y PLUMBING V' Op v1 1 � r INSULATION PER N.Y. qqqq y STATE ENERGY CODE i yli " 'y r,rval(i S FINAL. VI A) w l QCAM ADDITIONAL COMMENTS 1 -a3 �u va 62�C /®S 59 z �� 23 •el 3 d `r-c- I bb Ll✓ re_c 16(p I W (1q t Sr- '� - r ' a m r � -5 - oL5 E H x d H V F� r TOWN,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Z Mail to: Disapproved a/c Phone: Expirati qn i v , .t i '20 ? r�, l ' B i i g nspector NOV - 2020 APPLICATION FOR BUILDING PERMIT Date November 6,2020 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. for HNF Inc. ( 'g ature of applicant or name,if a corporation) V90 Queen Street, Greenport, NY 11944 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises HNF Resorts,inc. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer HNF Resorts,inc., Sean Magnuson-President (Name and title of corporate officer) Builders License No. Heidtmann&Son Inc. Plumbers License No. Electricians License No. Other Trade's License No.coastline septic. 1. Location of land on which proposed work will be done: 690 Queen Street, Greenprt, NY House Number Street Hamlet County Tax Map No. 1000 Section 40-3-6 Block Lot s- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Campground,tourist camp. Pavillion b. Intended use and occupancy -600 sq.ft. recreational space with 90 sq.ft.516 sq.ft. deck with ANCl/ICC ramp 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work septic and electrical upgrade (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Residential Cottage 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number. of Stories 8. Dimensions of entire new construction: Front 20'0" Rear 20'0" Depth 30'0"w/o 516 sq.ft.deck Height 17'9" Number of Stories' please see attached survey 9. Size of lot: Front —� Rear._ _ Depth 10. Date of Purchase Name of Former Owner Mydon Resorts Inc. 11. Zone or use district in which premises are situated RR Resort Residential zone 12. Does proposed construction violate any zoning law, ordinance or regulation?YES X NO Variance approved 9/2020 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO 690 Queen Street, Greenport, NY 14.Names of Owner of premises HNF Resorts,Inc. Address Phone No. 631,477.0022 Name of Architect Condon Engineering, PE Address 1755 Sigsbee Rd. Phone No 631-298-1986 Name of Contractor Heidtmann&Son Inc. Address 7675 Cox Lane,Cutchoguephone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) I Sean Magnuson being duly sworn, deposes and says that�sohe is the applicant (Name of individual signing contract)above named, CONN D.BUNCH Notary Public,State of New York (S)He is the Corporate Officer unimfied No.01In BU Suffolk County (Contractor,Agent, Corporate Officer,etc.) Commission Expires April 14,2 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -r _day of NQkM60q 20ca ) L �e Notary Public igna e f Applicant BOARD MEMBERS 0�SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson. �� y� 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CAR ac Town Annex/First Floor, Robert Lehnert,Jr. `. • . �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 CpUMY;� " http:Hsoutholdtowuny.gov RECEIVED ZONING BOARD OF APPEALS + UU 'A,56 Q041 TOWN OF SOUTHOLD AUG 2 5.2020 Tel.(631)765-1809•Fax(631)765-9064 n lout Id Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2020 ZBA FILE No.:7384SE. NAME OF APPLICANT: IINF Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 100040-3-5 SERA 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 4his is an:Unlisted Action pursuant:to State Environmental Quality. Review Act(SEQRA) 6 NYCRR,Fait"617- _as it doe .not.meet any of the thresholds of.a Type.l Action;. not 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.D.eclaration. SUFFOLK,COUNTY ADMINISTRATIVE CODE: This application was referred-as required under the Suffolk County Administrative Code Sections A.14-14 to 21, 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, 2026 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 Page 2,August 20,2020 #7384SE;HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground'by removing twenty(20)tent-sites.and constructing twenty'(20)seasonal cottages',as. 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 to 20 seasonal use cabins-of approximately 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.-it. 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 &. ingroutid swimming...pool. The current site plan was approved in 20.06,.and.allows for. 63 seasonal RV sites, 90 short team.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, 197.6. 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. SPEC At EXCEPTION: Ls 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 fmdings: 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 beingproposed 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-irrharmony-with-and-promote-the-general-pur-poses-and-intent-ofthis----- ---- chapter. The cabins will be in compliance with the Town's storm water management code 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 Chapter236,Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses inthe.-district and the peculiar suitabilityy of.sueh 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. Whether the use or the materials incidental thereto oir produced thereby nay.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, Iimb 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—W-het-her theme te--of-the-proposed-use-is-particular-ly-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&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with poking. Due to the size of the property, and it being adjacent to Moore's Woods,there wiIi be no detrimental'effect to the surrounding neighborhood. 2. Town Law$267-b(3)(b)(2). The.benefit souglit 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 4267-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 forlent 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 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law 4267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the plicant to enjoy the benefit of 20 seasonaI rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the 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: I. The applicant must obtain site plan approval from the Planning Board.Failure to do so wiII 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 ofAppeals shall retain jurisdiction and shall have the right, after a public hearing to mods, suspend or revoke such approval or any term or condition thereof or to impose,thereon one or more new conditions,pursuant to Article VCV, Section 280-141.of the Town Code. Any deviation from the variances) 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 noneonformities.under the-zoning code. This.action does not authorize or. condong'any current or future use;setback or:other feature of(heaubject property that.may violate the Zoning Code, other than'sucb:uses, setbacks and.other features.as-are expressly addressed in this action. In the event that thins 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 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 Tiled 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). t� Leslie Kafies'WeismaUC'hairperson Approved for filing /q /2020 -sl O -R oy BOARD MEMBERS ®F'SDUj Southold Town Hall Leslie Kanes Weisman, Chairperson ,�0�� yo�� 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N Office Location: Nicholas Planamento • �O Town Annex/First Floor Margaret Steinbugler Olif'CDU�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS n� TOWN OF SOUTHOLD September 16, 2025 Tel. (631) 765-1809 0 CT - 9 2025 Sean Magnuson Inc./LI LLC BTowaae� 1�e1? rcr� ent HNF Resorts, Tt��vn of^ovi_hoIdc1 North Fork Cottages and RV Resort 690 Queen Street Greenport, NY 11944 Re: De Minimus Request, File#7384SE HNF Resorts, Inc.-North Fork Cottages & RV Resort 690 Queen Street, Greenport SCTM No: 1000-40-3-5 Dear Mr. Magnuson; We are in receipt of your letter, dated September 4, 2025, requesting a de minimus approval related to ZBA determination 7384SE, in which a special exception was granted to alter an existing tourist and trailer campground by replacing 20 existing tent sites with 20 seasonal cottages. In your letter you are requesting a de minimus change to the Special Exception to relocate the main entrance of the recreational center/pavilion building from the west side of the structure to the east side. You explain that the change is necessary to preserve large trees and accommodate existing terrain to allow for more practical access from the eastern road loop. I have reviewed your request along with the submitted survey prepared by-Nathan Taft Corwin, III, L.S., last revised July 9, 2025, and have determined that since no changes in dimensions and/or location are proposed, that the change is de minimus in nature. Please provide this office with two more signed and sealed Surveys and Architectural Plans, and contact our office if you have any further questions. Nic 1 s J. Planamento Vice air cc: Building Department Planning Department r -FORTH FORK COTTAGES & RV RESORT 690 Queen St-64500 CR 48 • Greenport, NY 11944 Ph: (631) 953-3899 Email: sean@nfresort.com RECEIVED September 4th, 2025 SEP 0 g 2025. Zoning Board of Appeals gOAF OF AppEA1.S Town Of Southold Z0tAING 54375 Main Rd/ PO Box 1179 Southold, NY 11971 Re: De Minimis Request—Pavilion Entrance Chairperson Weisman, I've attached the final as-built survey as approved by the Suffolk County Department of Health, which reflects the relocation of the main entrance from the west side of the structure to the east side. This change was necessary preserve large trees and to accommodate existing terrain to allow for more practical access from the eastern road loop. The dimensions, construction, and location of the pavilion are otherwise unchanged from the previously approved plans. I am requesting a letter of De Minimis for the pavilion entrance modification. Pavilion Building Permit#49754, shown on survey as "Rec Room" Thank you, can Magnuson HNF Resorts Inc/ LI LLC North Fork Cottages & RV Resort Ph: (631) 953-3899 r r' y. y UFFICE L-OCATION: ,�'• r : r f,`. MAILING ADDRESS; Town Hall Annex 5 Py � P:O.Bax 1179 54375 State Route 25 � � c Southolcl, STY 31971. (cor.Main Rd. 8i Youngs-Ave.} d �Z South.ol.d,NY ,. ' } �� Telephone. 6:31 765-1938 x c P #'` wy�uwsoulholdtownny.gov 11 T /(/fir, a ``!p•'l.- -1 i.rta `i hrr t �U{ LgKI -,.'j4s..cz 7e i- PLANNING BOARD OFFICE x TQWN.0F SOTJTHOLD {. October 6,.2020 Ms. Eileen Wingate 280.5 Wesf Mill';R'oad Matt''ltuck;:.NY 11952:..:, Re: : Site.Plan.Approval.,:,Eastern Long:.lslan:d Kam.pgroun.d Cabins 64500 CR-48, Greenport: v.' . 80TM#1.000-40.-3-5 Dear Ms. Wingate: The following r meeting of;the,.Southold Town Planning.B.oard on 0ctober-5,2020: WHEREAS, this amended site plan into replace 33 existing tent sites with the proposed consfructlon of 20°seasonal cabins at 504�sq., ft., each and.a•600 sq.. pavilion as part of an existi ng campground on 23.32 acres in the RR Zoning Qistrict,.:.Greenpprt;.an. WHEREAS, on.December20,::2019 and,.Ja,nuary.9, 2020, Eileen Wingate, authorized 1 agent, s,ub rn'itted an Am ended�Site Plan Application for'review;,.,and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate', authorized agent, j submitted an.Amended Site"Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town,Rann.in.g:Board„determined the '. application as complete for review;.and.,- . WHEREAS, on February 10, 2020, the.Planning Board, pursuant to State Environmental Quality Review Aot (SEQRA) 6'NYCR.R,,Part.617, determined that the proposed action is an Unlisted Action as it does not rrheet•any,of the thresholds of a Type I Action, nor does it meet.any of the criteria on the.,.Type.:al,l st,_of actions.; and i WHEREAS; on February 12, 2020:, :the;Plarl.ning Board,.pursua,nt to,Spufhold TowM .-Code §280-131 C.,. distributed the application to the required agencies for their borrime' nts; and s ok� h .06.M. r► -� h , : LZ www.con onengmeen Q�?rwz.��.,, tih'4J��it�,�r ``P,�fps..., ��5�°�•��' ,. ----- WIT .......... 5% RgN x � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �Smy-pswny ik5o eRoad StmV ,NY4t790 www.dec,rrygov December• 12,2019� Eastern-Long.Island Kampground' Gce npoO.' Y.'1�1.944 RE; Delineation'of a portion'of the wetlands adjacent to your property,:Eastern Long Island YWn4xjrounds(SCTM#1000-40-3-5) Dear Mr. Magnuson, Tf�e C�epart►nent:pf Efluironmental Dr�servatibn implements Article: 4;which is the::: Fresh Water Wetland.Act: Under Article 24,the Department-has Jurisdiction over alF . tat d freshwater wetlands and 100 feet landward o those wetlands )IAany acW ties tit tegI � a aar :- ::- > ` - ': l " onductrng.these actrrtjes w�ttouf flee�reefit+af a fry the Irtrrtnt`es a �riQlation of Arbcle.24 of the En ironmental Conservation L.aw CELL and�fVYCR> -Part r 0 the.regulations,pramutgate ender Article:24) Activities gr,64W thsn 10©fbet : . from'NY;state:reguiated freshwater* tlarrds would not requiire an Article U " w�.er"Jtfrom lhfs.;D artm,hn : .r� Y. bet5, J � 't�ff#Motet fly t��au�f:�r' ea nisi �e�i�a :'` t " . for then purposes of delin tton the wetiand:boundary for.a,pig prQ*t in the southeast corner of�the property:The management of the facility is proposing to construct a number'of cabins within the wooded-portion of tree lot; around an existing cleared trail, all in the southeast corner of the property. Sfafi=YhVesttgatedtha wetlands to the easy south acid wait of the proposed protect No outer we#laoy{d o or�na�dc�acenC 4 t n.`r i'� 'f-'.J f cornar. To the.east of�the project, stafFfound the regulated freshwater wetlands.to be-greater than 200 feet from the property line. As such, stafFdid"not bother to place any flags'to demarcate the boundary. �� t3�sar�r�t�z�at.o3 �..��+�: �rivironni�ntar conuruailon To' e stiff,`s#etan a»a .`algid zt�stanr , o : rria: e' 1tTee ta' . �..°,tom ; sae o doer<ri:ifs location,than to the east of the project and staff placed-seven tiags along the wetland boundary.. To the west and southwest of the project, the wetland.moues away from the project;.but there is a small poste t_of wetland. Staff placed.2:ft ' s at flta<points where that small. . ,pocket was. wefia :te� p� ;ante . � �.re 1feel e : ::property: The existing,.legally cleared 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. . . . . . . .: :.. t e. ..;:-.- Staff, ;F s: Again;acts i#es.greater#han 1.00 feet from r®gutated`wetlands cb.not require Article 24 permsts.from:this D®parEment.The.wetlands come ctosest to the:project in tFie southwestern pQrt�on of the protect:and may came close to 100 feet from the popertar line Yau scald have all of#tie and flags a�rue�texl anti p14 ors a site plan fcirtherbtectto sonfirrrti the dis#ahce estirneted in:the fieId Fflrhetnall str st� i�ufeea s � ' pfprt aril Therefore`any regulated activity would be even farther from the:wetland, On any site plan for the project you snouid:show a Unit of�f"earing,:Grading and Ground Disturbance line that is a work:line, in than no wotk of.sny ktnd would take place beyond-that 11�e. It filet line is '1.00 feet or greater frnrri all of the wetland flags yau..w auld. not Wesel an nc�W perrnit:fharn thls Department. Sincere Dan Lewis f � CEaWE BUIL I DEPARTMENT- Electrical Inspector cO _ DEC 1 1 � TOWN OF SOUTHOLD o x T��v Ha nex- 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-Q959 ST�din g De pall& Iwone (631) 765-1802 - FAX (631) 765-9502 a'ti�� f� _ outholdtownny.gov - sea nda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All 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 01 request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI/Eastern Long Island Kampground V f Address: 64500 County.Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#, _ 5 email: sean@magnuson.one Tax Map District: 1000 Section: C Block: 0 Lot: S 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 ❑ NO Issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServiceFire ReconnectE]Flood Reconnect ElService ReconnectOUnderground 0overhead # Underground Laterals 1 FJ2 H Frame M Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# AddreSS: HNF Resorts LI LLC Eastern Long Island Kampground Switches 64500 CR 48/690-Queen St Greenport, NY 11944 Outlets Tax Map ID: 1000-40-03-05 GFI's Surface Sconces HH's 6) UC Lts 0 Fridge HW 6 &t,age_ P,ah6l 'Pans o 1-Mini Fr. 6? WVD 'PUMP Exhaust. i Oven 0 Sump 0 Heuer T T, -,rn' sfmr Smokes DW 0 Generator0 SaWGen. Micro o Water'Bond Carbon : :GrbD!s 6 fights Heat Pucks 0 ERV 1 L Inst Hot 0 Deli NOTTblfff PA Um 0 Traftsier 0 Disc lower Bl Combo 0 '�-Codktop 0 Minisp,lit �?_ :�" I . AC 0 AHO -Hood 0 Blower 0 Service k) :.Amps Y Have Used Sub /00 . "Amps )1:Have Used Commenta, E C 91 ,W E. MR 'AUT 2_22025. Town Of Souiliold t � PROPOSED 2"H ATER MAIN _U E-T-COVER POW N II PR0POSED'4"0 WATER MAIN : ..1...:., #18 O :•� :�:•.; 03 — m I I I K :1=:- -1. DECK �3 D W -- ————— irvv N n DECK Ckkp x DECK � fzs 1 .:.- #16IN- MP. .6 / os I .:':J:: �. -: .::", 1: : �� DECK ES ----- — / MP as , �::: #3 PAVILLION O J DECK \ .:� 6�s,B is .ry A NZ DC p . 'n -`, / ^ � O \ - I� `--G. �'�SAFE-T .. . Go TA y \ 412 x � �: T� :► - El ci #17 : . x P .k,:.-:' •,: --�"` VILLAGE OF x� w,09 :.� :. ; 2, o x1 : r: GREENPORT r�: ti — , , a #$ VACANT LAND V. 16 � _ z o / / -•::"'PROP RQgp�K::•• \ G� 0" / a�Nm.mnEopimry.va es".a.�.ao.rlwTol;sa"Ee�on ' • � JD \\ �q \\ \\ / - r�,s.�.rnn.rorw �.a:n..mmaaa�.a.wa aw�amc .Na:+.aa�.ma...r"a.e.m a.. 1e9 .NaisLv x� \x.M / ROPOSEDQ"gWAT \\ m \\ \` #9 J Mgpy e � o Scale: ,-=20-0- Condon Engineering, P.C. NEastern Lon Island ChNN(Nx � Drawn by:.uC 17555SigsbeeRoad Camp Grounds sP-1 �x Date:3-13-2021 Mattituck New York 11952 00 (631)298- Street1986 Greenport,New York SAFE-T-COVER xDCV in l.L7 .1 '.�•,--- - PROPOSED 2"H ATER MAIN .o PROPOSED-4-0 WATER MAIN #4 _ : 1 — ( -- ————— R' DECK I `+, D N ' W rtav "s n DECK _ 1:.::...::1•: 125 #2 x oZs 121 DECK MP. `6 #16 / �. o'J 1: �i DECK CAW WE 125 :( ECI{ x/ 1 r0 P VILUbN- 0 7 _ — _— ,\ '; DECK /Ott\�� ✓r ---- ---- im ✓'S1 1 t' T =` ' JaiIn is \•• .�..\ \: — — 1a DECK I / VILLAGE OF ___ - P r: GREENP �A: x / / /. . :.•:. .\ \ �� R.T. 1\_� .,09 , , :\ : , 1. o \ x t` =dam. 0' .` 1 > m #8 VACANT LAND r. �. .� I:..t. x \ .109 ,/ / '.,•,_k :C xrrs / /x_1Y,Q\ 1<..- .._r:r' V ... . m G( a` < o #7^ \ras i 't i :� _ -.�• , �M1° /� �•; :fir•:-x:,iir'° 1 _ . Zm 2 x - UI x '-sue:: •ff::°-. \ \ \\ \\ / �l Ba�.....aa.avi.ne s...,vmmre}r.owwoFv.ot.,em:q ae mame�sv.,W,mq>r.ms"..rve.e.m m.+.aa .ww.aa ROPO$�4EWAT \\ \\ \� #9m.wma�amm �`s'w, "ae" °, " o Scale: 1"=20-0- Condon Engineering, P.C. Eastern Long Islan �•mv�� Drawn by:.UC 1755 Sigsbee Road � x /�O p Da,e:3-13-2021 M�(6ckNew o 6 11952 Cam Queen SPA p� O Greenport.New York 11 RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. Winter Line(s) MUST Be Inspected By The Suffolk County Dept. Of Health Services. Call 552-5754, 48 Hours In Advance To Schedule Inspeclion(a). ENGINEER'S CERTIFICATION REQUIRCD. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION FoR FINAL APARovAL. leg g .2 ,8 -2 . 78 s 6-w S m Q W APIR ® 2 2021 4� Q, nn co I ~ Alajjs� 4/2/2021 S CDHSCOMMENTS 53/15/2021-CABIN REVISIONS M10/21/2020 SCDHS COMMENTS 9/28/2020 TOWN-COMMENTS. 7/22/2020 REV.BLDGS `� 6/22/2020 SCDHS COMMENTS � A 6/8/2620 SCDHS COMMENTS Co 8 � 15/-26/2620 SCDHS:COMMENTS gg aREVISIONS ��EOF NEyp,y ��a O HEALTH DEPARTMENT APPROVAL STAMP � W 0192 S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT.05 A��FESSIO�P�'� �ndon Engineering, 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 g g OVERALL SANITARY PLAN 4 www.condonen ineedn .com PAGE 1 OF 2 SURVEY OF PROPERTY VIII�g1 !� SITUATE GREENPORT fig'• �'� =' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-03-05 SCALE 1 "=60' �� ""'"' ' i 'o Q� AUGUST 7, 2023 0 - ' MARCH 19, 2025 AS-BUILT SURVEY FOR CABINS •��, JULY 9, 2025 ADD 1 STORY NOTE TO CABINS �� 0 1 '' ► AREA = 1,032,566 sq. ft. 23.704 cc. � �,�, � ► � G.N U r. ArnTF S: i I. THIS PROPERTY IS LOCATED AT: 64380 C.R. 48 Z �: GREENPORT, NEW YORK 11944 2. THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON ' FLOOD INSURANCE RATE MAP No. 36103CO395 H �t+trr 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 3. THIS PROPERTY IS LOCATED IN ZONING USE DISTRICT: RR - RESORT RESIDENTIAL O � ' 1 1 { 1 ► 1 1 ; SUBJECT i PREMISES 1 KEY MAP it ► ► ► ► ► ► ► ► ► ► ► ► SCALE 1'=600' 1 1 1 ► 1 1 1 1 1 1 1 l � ► 1 ► 1 1 , 1 1 { ► ► ► cyi,�• arm PAI AIEl� uMI s L� tl U L`� � 1 I FUG 2 q 1 201"1 1 1 1 1 1 1 1 1 1 1 1 1 ► { { l 1 1 1 1 1 1 1 1 ; Q ► 1 i 1 1 i ` r g- { g i p p p� y { -y-Sg H E E yT I OF 2 LP 1 { 1 1 1 ► 1 1 1 1 1 H S1J P L..` �K \.,.•'..../�.,.#N'TY DE€' ART eaE1 1 Ot' 1EAC t t 1 S s�VECES N ► 1 1 1 1 1 ► ► t { i ; i L► g�111 �y {-�, �w { � -g- �^s;r��,� O '"Jj'{-}-!I 1-1-�11T -� j �" 6Y � 1 \ / s�/8 43 41 t 'tiJC�ir\ 1 1 1 1 1 1 1 1 �.1 �Z+l 1 i li i i i i ► 1 ► 1 7/23/25 H,S, Fief. No. C-20-0055 . ►�� 'II1E ji�j �". this �t._ Y_,�.1.-,�(? have a '�41�"i,�,.. } C`- � +�J yy g� t � .:� '�tc. t1 l to D,t � ,,�""a""�t-!),r„efac(fol� tr'`T i [°' y p� ¢� ('y Pp ,{(,,...p ,�gC[��1p-fp l[1�a 1._.[ p*� ..,.''.p,' •'C 6l5.0.^ ►ItelK t!/• C—) ICE O�. 4rdC�.•.7 �i,,..b�Vr'A F_-T', �vlC"!NP•i�:7i, P,k , ...� $ OO i MOM AM N kJ �i 1 Q' 1 O o .".Um Q%M b e, 'I�e - t° i ,40" s ' O o; too log � 03 �S• y�sc guTuS �[ 5p5•p� _�ti I;101A ''A I. AF cr) t ° goo got N 7� t� 00 M r. N SEE PAGE 2 SCALE 1 "=20' S'W goo •— ,,,m, its �+„ot� te�''P"a`` � /, too Vast \ it FM I i � to, {\{ tR yOF I \Ci e,,;""tom ar r Wo j ♦ �5 I aan t •/ate � ,,aoAao��..-i�71 rioaopir.�ac YJ �� 1 '4ti �/ � " --:- tea' qmK` �3z� Moeo�ryc ID1 tee i • / , I ` r�� —_+�_•_• Dag ep eiEPS TtY3 •Z—•— V • �7 @ \ / 1 / I e''te ' '• avers / tea• \ t / wow CAST IRON COVER OVER low KIM SANITARY MANHOLE • �,� -- — ROM \ --a --UNDERGROUND SANITARY LINE -UNDERGROUND FIRE SPRINKING WATER LINE _ \ UNDERGROUND WATER LINE �i• -•`. \ 'V UTILITY POLE WATER METER rr WATER VALVE `. ' ON i O moos - - � t • ,/' '� \ Z ON Vim `___ ertoor `\ • �AIN, e IMM rtrs omc \ / 1 N 80.07'20,, w i e, \ \ `\` j \\` �\\\ \\\\\ e ` \NN' `\\ y \\ \ \ e: . rug \ ` \\ %��P�E OF • �.�-- 1VP \ %,046 \ 1 Nathan Taft Corwin III Land S urveyor 4, \\`\ �\\ \`\ � — — \` Successor To: Stanley J. Isaksen, Jr. L.S. ` � `\ --- "�\ Joseph A. Ingegno L.S. , �`�, ---- ` --_ rifle Surveys — Subdivisions — Site Plans — Construction Layout - \\�`�\ `�� \� — PHONE (631)727-2090 Fax (631)727-1727 ` — \ 0MCES LOCATED AT MAILING ADDRESS \ s 1586 Main Road P.O. Box 16 "ND Jamesport, New York 11947 Jamesport, New York 11947 a E—Mail: Worwin30aol.com PAGE 2 OF 2 SURVEY OF PROPERTY SITUATE LEGEND: GREENPORT E CAST IRON COVER OVER TOWN OF SOUTHOLD a, S`°" G SANITARY MANHOLE SUFFOLK COUNTY NEW YORK s UNDERGROUND SANITARY LINE C000.W►'I` w UNDERGROUND DRINKING WATER LINE S.C. TAX NO. 1000-40--03-05 •g ro Fo Fa UNDERGROUND FIRE SPRINKING WATER LINE „ , 5TOR't `� UTILITY POLE SCALE 1 =20 o R 8 5 f o WATER VALVE AUGUST 7, 2023 MARCH 19, 2025 AS-BUILT SURVEY FOR CABINS JULY 9, 2025 ADD 1 STORY NOTE TO CABINS 3e.e s� AREA = 1 ,032,566 sq. ft. 23.704 ac. vodL K O � 1h / / NOTES: Q RIM15.43 / / / 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING CONTOUR LINES ARE SHOWN THUS:xx- - -xx O / F.FL. - FIRST FLOOR ('\ INV - INVERT PIPE RIM - TOP OF COVER of ✓#S EROW I H I \ \ I m I I 3 / 4'WATER MAIN M w W W W W w W W W W EDGE OF WOODS f z h .tomes \ STEPS \ 18.3' I 0? / \\O WW OF OVER \ V. � � \ 18.3' \ CLEAN ro O Q � WV / OUT N N p� " RIM-13.66 S S r S S < 0� \ S 5 "1 ZWOOD q` z STEPS WVV N \ \ 5 Z 18.3' I $ / / ROOF OVER Ian I 18.3 ROOF I 1�j i I / WOOD DECK �f P 3 DECK K DEC Z / / h / 1&3' 18.3' y WOOD48 I / RIM 15.88 48 / / f H O 2 STEPS D 0 3 / S / CLEAN VyV y W$ _FO- Fp-�F \ a / S S / IN BO 5 N '. V R 18 3� W&>;D INV O_ 1 3 LEAN / ( 18.3• \ / 18.3, Box HOT WOOD WV STEPS '1 n ELECTRIC \ / 3t N Q dov PANEL ROOF OVER / r U y WOOD DECK y WOOD RAMP \ y \ 18.3' '? 18.3. AL At OtBpF 30.3' \ I 1 / WOOD DECK / 1 STORY \ >- / c z N 1 STORY FRAME o WOOD CLEAN o z WV v, / R y { u REC ROOM L.L STEPS s s OUT °D 1� mm toN �-- (� N Ip / � S/ 14.50 30 3' \ \ > 18.3' WOOD DECK \ \ \ I Sj0 INV RIM 14.80 S 7.4 S \ \ \ S S S s INV-" S RIM 5.23 RIM 14.64 S / / / Ica 4c� , \ \ \ �` ZEZ la I ' Se \ I I sp / WV 1115- _j �v= J+ \ \ \ HOT �S�O 1% `1. SPIGOT sox / 010�1 ,C?J S RIM 12.36 \ \ \ / / 18.3' � \ \ \ WV lea, Oho ti$� Dr�O \ 5y /NLs'� S \ \ _ ito / I \ O OfICF,1' (7 \ s _' S,O �p n •`3 ti x' \ \ CLEAN I 26 ' \ \ 18a. 5 �' 1 STORY ; 1 q 18.3' I I jt4 AB x S 9 ? ROOF OVER I \ \ / INV 11.5 e WOOD DECK I 28- �o I WOOD I /0 Cr SPIGOT STEPS S RIM 12.68 j ~ G h UT el I x Z CLEAN \ .� 3 C � � OUT \ •t S \ CLEAN OUT INV 11.5 I 1y_ \ ` \RIM \ y $ 28.3' S N J N / x �\ STORY 1 m w CABIN #8 is 00 / II \ \ op / I INV 0_1 CL / 1 9 \ 28.3' � 28.3. CLEAN W c�---W y 1 STORY F NV V7 OUTro / & // CABIN 17 \ W WV , lea. 28.3'1a / / I WV � \ fe a, 'aa,Nor I ' I WV lea, 3 _ - - 0 6 \ \ \ \ \ \ \ >Zle w � \ W • \\ \ \` UNAUTHORIZED ALTERATION OR ADDITION _z W ` \ TO THIS SURVEY IS A VIOLATION OF µ Ij SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. \ \ "`max "�" s ` �� W I 3 3r OR THE COPIES LAND SU THIS SUBS I INKED SEAL FMING \ \ \ N LOVK EMBOSSED SEAL SHALL NOT BE CONSIDERED ` TO BE A VAUD TRUE COPY. \ \ \ x_z'�X / W WV w CERTIFICATIONS INDICATED HEREON SHALL RUN \ \ \ \ �x�_ z II W�- w W \ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE \ r y x r' _z \ TIRE COMPANY. GOVERNMENTAL AGENCY AND t L / LENDING INSTITUTION LISTED HEREON, AND ` `?' 't_ TO THE ASSIGNEES OF THE LENDING INSTI- 61 �\ g a p r� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE SrI, [ 1 ,I •;" j _ b I g z�. 3,1 } A t j g K "e; �" L _ `�. . •�.,+€...> '„,� 0.. I'�: R �...�`L� a•"1 F-�, t L R L,«.f P s..,�� 7 4....`A w,.'�C„•„,v t 5_..� „-S THE EXISTENCE OF RIGHT OF WAYS \ I._ ` r_ t�r u I AND/OR EASEMENTS OF RECORD, IF \, \s"` R�s \ ,..ai' � ^ `s.� I 'µ �? �, T�4 \ \ / �X�---x�X�x I ANY, NOT SHOWN ARE NOT GUARANTEED. \ \ \ \ - / -� -""-* 7/23/25a' \ 6, 20-0055 ' - CONC MON. Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM '' < 'A \ 1 x STANDARDS FOR TITLE SURVEYS AS ESTABLISHED1 1•7 BY THE LIALS. AND APPROVED AND ADOPTED \ / Land Surveyor FORS`JJ% 'p{ YORK STATE LAND rl gii�r \TITLE AS` 3�fIbN! �! 6 ;". ;, 4 OF •(i� �' 0,14.E d•L)Pm,.m$*,o Iis;.td C ,.pe1t Successor To: Stanley J. Isaksen, Jr. L.S. �� '�Q.020AFTCO•.�O �i C <T`p lC.' Irk � ,;� b rl -; 1rlt��f ^49�I -sriOricr-! Joseph A. Ingegno L.S. " P 9�y 9 �, * =Q 2: e found ,%I t,P1'" Title Surveys - Subdivisions - Site Plans - Construction Layout = T- ~_ PHONE (631)727-2090 Fax (631)727-1727 - - OFFICES LOCATED AT MAILING ADDRESS �2 1586 Main Road P.O. Box 16 046 I IAA P tP�•'t.5 � '�� ,a 4i` 1 /-\I P L I I,; Ir James l ort, New York 11947 Jamesport, New York 11947 �i O l"•" p O IrC L C " �"�' I I t� , ;I I F f� .fR.s,r. . .,'Ik. .I. E-Mail: NCorwin30aol.com '��II111�111�,`` N.Y.S. Lic. No. 50467 Framing Notes: The contractor is to verify an measurements in the field and any discnepanciecs are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum specifications: or 40 Fb=825 psi Fv=95 psi OF '-5" 10'-1" 10'-1" 10'-2" 5-3" 30' Fc peril=625 psi E=1,600,000 psi 18"SON01 UBE 18"SONOTUBE MIN.36"E EEP IN.36"DEEP 2. All Parallam(PSL)Lumber is to have the following minimum specifications: (TYPI L) (TYPICAL) Fb=2,900 psi Fv=2W psi Fc perp=750 psi E=2,000,000 psi co 00 Co Zo X MCQ 2"x 8"D_J. a MCQ 2"x 8"D.J. X C3 MCQ 2"x 8"D.J. Co C7 MCQ 2"x 8"D.J. X Cl � 3. All Microllam(LVL)Lumber is to have the following minimum specifications: N = ICC/ANSI ACCESS RAMP N g @ 16"O.C. v g @ 16"O.C. v @ 16"O.C. N g @ 16"O.C. v g _ Fb=Z600 psi Fv=285 psi 2X �- Fc perp=750 psi N E=1,900,000 psi a ❑ 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER �:, following minimum specifications: 0 24"SONOTUBE _ Fb=3,000 psi MIN.36"DEEP co io Fv=300 psi (TYPICAL) 6C.cLR 0 X U Fc peril=805 psi !i r <V E=2,100,000 psi tS N_ CI ANSI tO O x ACC SIB LE iv 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be m i4 C1U' BATH M nailed/bolted in accordance with the manufacturer's specifications. g /MCQ 2"x 8"D.J. _ All @ 16"O.C. x w U r - " co � _ Is are to be installed inaccordance with the tbearingmanufacturers�specifications and on girders and (2)2 x 8"HDR. shalt include squash blockingand web stiffeners at bean g --�"� -6" '-6" `� w0 j TO �- �. > other load bearing areas. CV J = b o RI E `� - DECK �' 0 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel. (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER w �' (2)2"x 12"RIDGE BEAM POST TO X N Designated connectors,strap etc.on these drawings are made by Simpson unless F. p _ indicated otherwise.All connectors,straps etc.are to be nailed/bolted in accordance J U RIDGE ^ with the manufacturer's specifications. w 0 w wo RECREATIONAL SPACE v 8. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an W g� 340 APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor Cj it = " U= joists(6"O.C.edges and 12"O.C. field)- J ZD 0 X (V 00 �o N x o 0 V co iz 9. An wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be CJ iv w g o = nailed with 10d common nail's 6"O_C.edges and 12"O.C.field_ 24"SONOTUBE g OJ`r X �' X - 10.Sofid blocking is to be installed every 8'max or mid span of an floor joists with spans IN.36"DEEP m iv X U (TYPICAL) N a exceeding 8'. � N 11.Double joists are to be installied below parallel walls. (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER ao (3)1.75"x 7.25"LVL HDR. (3)1.75"x 7.25"LVL HDR. N 12.Bloc king is to be installed at gall point bad bearing points. 2"x 12"LEDGER 2)2"x 8"HD . 2)2"x 8"HDF 13.Walls are to be framed with 2k6 inch studs spaced 16 inches OC unless indicated BOLTED WITH a LAG BOLTS MCQ CXW14 CXW14 otherwise. m 16"O.C.STAGGERED ' rn 14.An bolts nuts and washers are to be hot dipped galvanized. . o V co Steel Notes : _X CV All steel is to be ASTM Specification A-992-50 g All Tube Steel ASTM A500-GR-46 • 30' ' All bolted connections are to be made with A-325 bolts. (2)2"x8'MCQ (2)2"x 8"MCQ (2)2"x 8"MCQ (2)2"x 8-MCQ DECK All welded connections are to be done by a certified welder and conform to AWS and (V AISC standards. o ® All weld joints are to use E70XX electrodes. U � O X Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem- iD i,, Prime at 2.0-3.0 MDF. C3 U Y2"web stiffeners are to be installed at all ring points g point load bearing and over an column supports_ 'C9 ' All columns are to be bolted to steel girders with Yi bolts and to wood girders with Y2" (2)2"x8"MCQ (2)2"x 8"MCQ (2)2"x 8"MCQ 2 co lag bolts. ' All girder splices are to be miade above columns. 18"SONOTUBE MIN.': DEEP_J (TYPICAL) 35-5" PAVI LLI ON FOUNDATION PLAN PAVI LLI ON FLOOR PLAN - OF J. cotioyi )E MINIMUS APPROVAL. r +`" Y' k i Q- Dated_ c ) I ESSfONP�'� DATE SUBMITTED: OCT. 26, 2020 SCALE: REVISIONS: CondonEngir-wering , 1 of _ ff MARCH 20, 2025 1755 S ig s bee Road 4 EASTERN LONG ISLAND KAMPGROUND Mattituck NY 11952 DWG. NO. 690 QUEEN STREET GREENPORT, NY 11944 300.02 STANDING SEAM METAL ROOF IN FOREST GREEN / \ NATURAL 6"T.W.CEDAR KICHLER 9023OZ "SEASIDE"SCONCE VINYL WINDOWS IN FOREST GREEN - WITH BROWN TRIM AND SHUTTERS �\ 7mIT] �i / 36"NATURAL TIMBER / \ 36"NATURAL TIMBER RAILING RAILING FIBERGLASS DOORS PAINTED GREEN WITH BROWN TRIM _- PAVILLION FRONT ELEVATION PAVILLION SIDE ELEVATION (2)SIMPSON LSTA30 RIDGE STRAPS- —�SIMPSON HUS210-2 e 0 GALV.BOL $0 GALV.BOLTS NEW ROOF 2"x 1(r ROOF RAFTER R-49 INSULATION 4 PLYWOOD (2)2"x 10" 2)2"x 1(" VAPOR BARRIER METAL ROOF e 0 GALV.BOL (2)2"x 8"SANDAMCHE 2)2"x 8"SANDWICHED a 0 GALV.BOLTS SIMPSON H IMPSON H8 NEW WALL 2"x 6"STUD R-21 INSULATION e 0 GALV.BOL a OSB PLYWOOD �. VAPOR BARRIER NATURAL 6"T.W.CEDAR ROOF o� 36"HANDRAI NEW DECK NEW BATHROOM m NATURAL TIMBER ICC/ANSI ACCESS RAM aO RAILING 12 r Lnv. 36"NATURAL TIMBER RECREATIONAL SPACE RAILING FIRST FLOOR 3" TO PROPOSED SEWER SYSTEM s HOUSE,RM 7 ——————————————————————————— ----------------------------- 2)2"x 18"MCO GIRDER 2)2"x 12"MCQ GIRDER 4"x 4"MCQ POST 2"x 12'FLOOR JOIST R-21 INSULATION 4"x 4"MCQ POST----,-,$ 2"x 8'DECK JOIST PAVIWON PLUMBING RISER J =1 I I •I = a ''—III III=1 - —i I I—III='' =1 I I=1 I I=' NIS —II e ' —III=III III=111- a 111 111 -1 I=1 —1 1- 1=1 I 18"SONOTUBE ...n 24"SONOTUBE —1 = =Ll ' 18"SONOTUBE MIN.36DEEP .• e I' `� ��, 5� NF NMIN.36" (TYPICAL) N. n (TYPICAL) `7 DE IMUS Oy e • . Dated F � �.;-ESSlO�P�"� DATE SUBMITTED: PAVI LLION TRUSS SECTION PLAN OCT. 26, 2020 " lit - SCALE: SCALE. 2 — 1 -o Condon EnineeringP.C. 111 _ 11 REVISIONS: , - �_� 1755 Sig sbee Road 4 EASTERN LONG ISLAND MMPGROUND Mattituck NY 11952 DWG. NO. 690 QUEEN STREET GREENPORT, NY 11944 400.02 CoMcheck Software Version 4.1.5.1 N(` Envelope Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Title: Eastern Long Island Carpground-Pavillion Location: Greenport, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 22% 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 600 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] 600 49.0 0.0 0.021 0.021 Floor 1:Wood-Framed,[Bldg.Use 1 -Motel] 600 30.0 0.0 0.033 0.033 NORTH Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1 -Motel] 240 21.0 0.0 0.062 0.064 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) Window 8:Wood Frame:Operable,Perf.Specs.:Product ID C135, 5 -- — 0.260 0.310 SHGC 0.34,VT 0.40,[Bldg.Use 1 -Motel](b) EAST Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 160 21.0 0.0 0.062 0.064 Window 6: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 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) SOUTH Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -Motel] 240 21.0 0.0 0.062 0.064 Window 3: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 4:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 --- -- 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 2:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 33 -- --- 0.320 0.310 Specs.:Product ID 2668,SHGC 0.24,VT 0.40,[Bldg.Use 1 -Motel](b) Door 3:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 33 -- — 0.320 0.310 Project Title: Eastern Long Island Campground-Pavillion Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Pavillion.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorw Perimeter Specs.:Product ID 2668,SHGC 0.24,VT 0.40,[Bldg.Use 1 -Motel](b) WEST Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 160 21.0 0.0 0.260 0.31 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 - __ — 0. 6 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) - --- 0.260 0.310 Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 -- CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) --_ 0.320 0.310 Door 1:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 33 --- Specs.:Product ID 2668,SHGC 0.24,VT 0.40,[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. Iwo 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 ts in COM:heck Version 4.1.5.1 and to comply with any applicable designed to meet the 90.1 (2016) Standard reqqu�iremen mandatory requirements listed in the Inspections ecklist. Cosc/Wz: e^ Zoe[ Name-Title ig tur Date Report date: 03/05/21 Project Title: Eastern Long Island Campground-Pavillion page 2 of 10 Data filename: C:\Users\Owner\Favorites\ComChecks\Pavillion.cck Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: 36' Fb=825 psi Fv=95 psi 30 -F 10'-1" 10'-1" 10'-2" �'-3" ' Fc perp= psi E=1,600,000000 psi 18"NO 6"TUBEDEEP 18" .36"DE BE 2. All Parallam PSL Lumber is to have the following minimums specifications: MIN.36"D EP IN.36"DEEP ( ) 9 I� (rYPI AL)� (TYPICAL) Fb=2,900 psi Fv-290 psi Fc perp=750 psi E=2,000,000 psi co co co co co - X MCQ 2"x 8"D.J. IX a MCQ 2"x 8"D.J. X(31 MCQ 2"x 8"D.J. 40 MCQ 2"x 8"D.J. X 0 3. All Microllam(LVL)Lumber is to have the following minimum specifications: N @ 16"O.C. N @ 16"O.C. N @ 16"O.C. N @ 16"O.C. N - ICC/ANSI ACCESS RAMP — N N N N N U Fb=2,600 psi __ Fv=285 psi _ o Fc perp=750 psi - Of E=1,900,000 psi ❑ ❑ 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER C� N following minimum specifications: o: 24"SONOTLIBE �, Fb=3,000 psi MIN.36"DEEP . co co Fv=300 psi (TYPICAL) -i (C _ �CrR 0 "U Fc perp=805 psi u: E=2,100,000 psi U iv C/ANSI C° O x ACC SIBLE c 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be °D iv CUf BATH M N nailed/bolted in accordance with the manufacturer's specifications. CY g /MCQ 2"x 8"D.J. ; � co 6. All TJIs are to be installed in accordance with the manufacturer's specifications and @ 16"O.C. x a = r _ U) 0 shall include squash blocking and web stiffeners at bearing points on girders and — 8'-6" -6" 8'6" `� o ? POS TO (2)2"x 8"HDR. of ; other load bearing areas. d) kV Q RIE 1GE r' = o b in iv b 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel. (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER w LU N (2)2"x 12"RIDGE BEAM POST TO DECK ^ N Designated connectors,strap etc.on these drawings are made by Simpson unless (0w X o indicated otherwise.All connectors,straps etc_are to be nailed/bofted in accordance m n — U RIDGE ^ with the manufacturer's specifications. gU co �= RECREATIONAL SPACEof W v 8. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an o Xco APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor d iv _ U x joists(6"O.C.edges and 12"O.C. field). T 0 cm N OD X - U 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be C3 ZN w _ o =v nailed with 10d common nails 6"O_C.edges and 12"O.C_field. 24"SONOTUBE g -J m ao; IN.36"DEEP m - X v 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with spans (TYPICAL) N `'' exceeding 8'. N _ N 11.Double joists are to be installed below parallel walls. (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER (2)2"x 12"MCQ GIRDER oo (3)1.75"x 7.25"LVL HDR. (3)1.75"x 7.25"LVL HDR. iv 12.Blocking is to be installed at all point load bearing points. 2"x 12"LEDGER 2 2" 8" 2)2"x 8"HD 2)2"x 8"HD . 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated ( ) CXW14 CXW14 otherwise. BOLTED WITH 8 LAG BOLTS MCQ io 16"O.C_STAGGERED m 14.All bolts nuts and washers are to be hot dipped galvanized. -CO Steel Notes : X CV ZD N - a * All steel is to be ASTM Specification A-992-50 -1'-6" -� 2'-6" T-1' — 4=1" —3'-1" 2'-6" — 6' 1'-5" * All Tube Steel ASTM A500-GR-46 30' * All bolted connections are to be made with A-325 bolts. (2)2"x 8"MCQ (2)2"x 8"MCQ (2)2"x 8"MCQ (2)2"x 8"MCQ DECK * All welded connections are to be done by a certified welder and conform to AWS and AISC standards. (V * All weld joints are to use E70XX electrodes. d U = a Oo X * Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem- io N Prime at 2.0-3.0 MDF. r` 00 g * Y2"web stiffeners are to be installed at all point load bearing points and over all column supports. * All columns are to be bolted to steel girders with 72"bolts and to wood girders with Y2" (2)2"x 8"MCQ (2)2"x 8"MCQ (2)2"x 8"MCQ 2 2' ZCQ ' lag bolts. * All girder splices are to be made above columns. 18"SONOTUBE MIN.36"DEEP (TYPICAL) '-10" -10" '-101, -10" 35'-5" 11 40 PAVILLION FOUNDATION PLAN PAVILLION FLOOR PLAN �o �►� 202�' f1 20 V � �,��atb 00 ,`PEE OF Ntip A J. CO�1po ;1 4_ DATE SUBMITTED: OCT. 26, 2020 SCALE: REVISIONS: Condon Engineering , P.C. 1 11 _ 1_ 11 MARCH 20, 2025 1755 S ig s bee Road 4 EASTERN LONG ISLAND KAMPGROUND Mattituck NY 11952 DWG" NO. 690 QUEEN STREET GREENPORT, NY 11944 300.02 APPROVED f;(% PAVILIONEli Fire Sprinkler ReportglTE:-__ B FFE i l-'jr ON R� for IG SHAL �r Eastern Long Island Campground .:5 ' ,�OF NEW 1 �'�o�� 3. C 0* 0 r. APPROVED AS NOTED DATE B.P. FEE, BY. Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 John Condon FOR THE FOLLOWING INSPECTIONS: Condon Engineering,P.C. 1. ROUGH INSPECTION 1755 Sigsbee Road 2. COMPLIANCE TESTING Mattituck,New York 3. FINAL INSPECTION UG CE P, w r 631-298-1986 ALL WORK SHALL COMPLY WITH NYS ALL 15,2023 CODES AND APPLICABLE NFRA FEB 6 2024 STANDARDS L Fire-,Fire Sprinkler Hydraulics Calculation Program ,.. Elite Software Development;Inc. Condon Engineering A Pavilion, Mattituck,NY 11952 Page 2 General-Project,.Data Report General Data Project Title: Pavilion Project File Name: Pavilion..fiw Designed By: John Condon Date: December 15, 2023 Code Reference: NFPA 13 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: Pavilion 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 ftZ Maximum Area Per Sprinkler: 144 ftZ Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 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 SuPPIY 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: 74.57 gpm Calculated Inflow Residual Pressure: 57.99 psi Available Residual Pressure At 65.95 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ftZ Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 23 Number Of Active Pipes: 22 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 5 Number Of Inactive Sprinklers: 0 C:\...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM - Fire-Fire Sprinkler Hydraulics Calculation Program, Elite Software Development,,Inc. Condon Engineering =E_ Pavilion Mattituck;"NY 11952 . _.r Page 3; Fire Sprinkler Input:Data Node Iinput,�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 7.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.00 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 3 Sprinkler A 5.60 7.11 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.25 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.11 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 8 No Discharge -- N/A 7.60 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 No Discharge --- N/A 7.72 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 7.86 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 11 No Discharge --- N/A 7.94 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 12 No Discharge -- N/A 8.30 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 15.80 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge --- N/A 27.30 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 25.06 2.50 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge --- NIA 31.07 2.50 0'00 --- 0.000 0.0 ---- 0.0 0.00 18 No Discharge -- N/A 34.46 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 40.97 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Pavilion.fiw Monday, February 5, 2024,4:39 PM ` Condom E Sp eekl.er Hydraulics'Calculation Program �� ;. . Elite Software Development,Inc.. 9i 9 7 - �3 Pavilion Mattituck;. -,11952. �,4. Page 4-. Fire Sprinkler Input Data :. I.Node' 'IftPUt 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) 31 No Discharge ---- N/A 41.84 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 42.12 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 44.92 4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 35 No Discharge ---- N/A 45.80 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 36 No Discharge ---- N/A 51.81 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 57.78 -4.00 0.00 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 57.99 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Pavilion.fiw _ Monday, February 5, 2024, 4:39 PM Fire.-Fire Sprmklek Hydraulics Calculation Program Elite Software Development,Inc.. Condon Engineering; 4 Pavilion,; Mattituck,NY 11952 f, Page 5 Fire Sprinkler Input.Data `' Tq Data P�i��pe In�P� �. . 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 8 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 2 8 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 4 10 SCHED 40 STEEL BLK 1.000 0 T 4.50 3.50 8.00 120 5 10 SCHED 40 STEEL BLK 1.000 0 E 8.50 1.40 9.90 120 8 9 SCHED 40 STEEL BLK 2.000 0 12.00 0.00 12.00 120 9 11 SCHED 40 STEEL BLK 2.000 0 T 3.50 7.10 10.60 120 10 11 SCHED 40 STEEL BLK 2.000 0 T 0.50 7.10 7.60 120 11 12 SCHED 40 STEEL BLK 2.000 0 E 3.00 3.50 6.50 120 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.000 0 3E 200.00 10.50 216.50 120 15 16 SCHED 40 STEEL BLK 2.000 0 E 7.00 3.50 10.50 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 E 7.00 3.50 10.50 120 18 30 SCHED 40 STEEL BLK 2.000 0 T 112.00 7.10 119.10 120 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 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 6.000 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...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM Fire-Fire Sprinkler Hydraulics Calculation Program,, � Elite Software Development,Inc. Condon Engineenng, 4i Pavilion, MattifW&, NY'11952 '�s�Yft..'• - Page fi Fire•Sprinkler.Output Data J �Ouer�all No�d�e Gro�up�ngsO� tput�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 8 0 0.00 14.82 0.00 0.00 7.00 2 8 0 0.00 14.82 0.00 0.00 7.00 0.00014 3 9 0 0.00 14.93 0.00 0.00 7.11 0.00015 4 10 0 0.00 15.07 0.00 0.00 7.25 0.00017 5 10 0 0.00 14.93 0.00 0.00 7.11 0.00015 8 1 0 0.00 0.00 0.00 0.00 7.60 8 2 0 0.00 8 9 0 0.00 9 3 0 0.00 0.00 0.00 0.00 7.72 9 8 0 0.00 9 11 0 0.00 10 4 0 0.00 0.00 0.00 0.00 7.86 10 5 0 0.00 10 11 0 0.00 11 9 0 0.00 0.00 0.00 0.00 7.94 11 10 0 0.00 11 12 0 0.00 12 11 0 0.00 0.00 0.00 0.00 8.30 12 13 0 0.00 13 12 0 0.00 0.00 0.00 0.00 15.80 13 15 0 0.00 15 13 0 0.00 0.00 0.00 0.00 27.30 15 16 0 0.00 16 15 0 0.00 0.00 0.00 0.00 25.06 16 17 0 0.00 17 16 0 0.00 0.00 0.00 0.00 31.07 17 18 0 0.00 18 17 0 0.00 0.00 0.00 0.00 34.46 18 30 0 0.00 30 18 0 0.00 0.00 0.00 0.00. 40.97 30 31 0 0.00 31 30 0 . 0.00 0.00 0.00 0.00 41.84 31 32 0 0.00 C:\...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software;Developinent,Inc. Condon Engineering F, Pavilion, Mattituck,`NY: 11952 ?, :, Pade 7 Fire Sprinkler Output Data OverAIUNode Groupings Output Data (cont'd)' Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler,Flow Beg. Node Imbalance Beg. End. hype Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 32 31 0 0.00 0.00 0.00 0.00 42.12 32 33 0 0.00 33 32 0 0.00 0.00 0.00 0.00 44.92 33 35 0 0.00 35 33 0 0.00 0.00 0.00 0.00 45.80 35 36 0 0.00 36 35 0 0.00 0.00 0.00 0.00 51.81 36 37 0 0.00 37 36 0 0.00 0.00 0.00 0.00 57.78 37 40 0 0.00 40 37 0 0.00 0.00 0.00 0.00 57.99 CA...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 43 Pavilion Mattituck,NY 11952 1 sYu,.'• Page 8 Fire Sprinkler Output Data Overall`Moe Output Data Beg. Nodal Elevation Spk/Hose Residual Nom q (gpm) F. L./ft Pipe-Len.. 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) 1 5.60 11.00 14.82 7.00 1.00 0.00 0.07473 4.50 0.598 8 0.00 11.00 0.00 7.60 1.049 14.82 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.50 0 8.00 0.598 2 5.60 11.00 14.82 7.00 1.00 0.00 0.07473 4.50 0.598 8 0.00 11.00 0.00 7.60 1.049 14.82 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.50 0 8.00 0.598 3 5.60 11.00 14.93 7.11 1.00 0.00 0.07582 4.50 0.607 9 0.00 11.00 0.00 7.72 1.049 14.93 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.54 0 8.00 0.607 8 0.00 11.00 0.00 7.60 2.00 0.00 0.00991 12.00 0.119 9 0.00 11.00 0.00 7.72 2.067 29.63 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.83 0 12.00 0.119 4 5.60 11.00 15.07 7.25 1.00 0.00 0.07715 4.50 0.617 10 0.00 11.00 0.00 7.86 1.049 15.07 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.60 0 8.00 0.617 5 5.60 11.00 14.93 7.11 1.00 0.00 0.07584 8.50 0.751 10 0.00 11.00 0.00 7.86 1.049 14.93 E 1.40 0.000 SCHED 40 STEEL BLK 120 5.54 0 9.90 0.751 9 0.00 11.00 0.00 7.72 2.00 0.00 0.02108 3.50 0.223 11 0.00 11.00 0.00 7.94 2.067 44.56 T 7.10 0.000 SCHED 40 STEEL BLK 120 4.26 0 10.60 0.223 10 0.00 11.00 0.00 7.86 2.00 0.00 0.01014 0.50 0.077 11 0.00 11.00 0.00 7.94 2.067 30.01 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.87 0 7.60 0.077 11 0.00 11.00 0.00 7.94 2.00 0.00 0.05464 3.00 0.355 12 0.00 11.00 0.00 8.30 2.067 74.57 E 3.50 0.000 SCHED 40 STEEL BLK 120 7.13 0 6.50 0.355 12 0.00 11.00 0.00 8.30 2.00 0.00 0,05464 15.00 1.011 13 0.00 -4.00 0.00 15.80 2.067 74.57 E 3.50 6.495 SCHED 40 STEEL BLK 120 7.13 0 18.50 7.506 13 0.00 -4.00 0.00 15.80 2.00 0.00 0.05464 200.00 11.501 15 0.00 -4.00 0.00 27.30 2.067 74.57 3E 10.50 0.000 SCHED 40 STEEL BLK 120 7.13 0 210.50 11.501 15 0.00 -4.00 0.00 27.30 2.00 0.00 0.05464 7.00 0.574 16 0.00 2.50 0.00 25.06 2.067 74.57 E 3.50 -2.815 SCHED 40 STEEL BLK 120 7.13 0 10.50 -2.241 CA...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM Fire'-Fire Sprinkler Hydraulics Calculation Program : . Elite Software Development,Inc. Condon Engineering Pavilion Mattituck;NY`11952 "Page 9- Fire"Sprinkler Output:Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 16 Backflo 2.50 25.06 74.54 Prev 17 6.00 psi 2.50 31.07 17 0.00 2.50 0.00 31.07 2.00 0.00 0.05464 7.00 0.574 18 0.00 -4.00 0.00 34.46 2.067 74.57 E 3.50 2.815 SCHED 40 STEEL BLK 120 7.13 0 10.50 3.388 18 0.00 -4.00 0.00 34.46 2.00 0.00 0.05464 112.00 6.507 30 0.00 -4.00 0.00 40.97 2.067 74.57 T 7.10 0.000 SCHED 40 STEEL BLK 120 7.13 0 119.10 6.507 30 0.00 -4.00 0.00 40.97 4.00 0.00 0.00213 400.00 0.874 31 0.00 -4.00 0.00 41.84 4.026 74.57 EL 11.30 0,000 SCHED 40 STEEL BLK 120 1.88 0 411.30 0.874 31 0.00 -4.00 0.00 41.84 4.00 0.00 0.00213 120.00 0.285 32 0.00 -4.00 0.00 42.12 4.026 74.57 T 14.20 0.000 SCHED 40 STEEL BLK 120 1.88 0 134.20 0.285 32 0.00 -4.00 0.00 42.12 3.00 0.00 0.00798 332.00 2.792 33 0.00 -4.00 0.00 44.92 3.068 74.57 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.24 0 349.70 2.792 33 0.00 -4.00 0.00 44.92 3.00 0.00 0.00798 111.00 0.886 35 0.00 -4.00 0.00 45.80 3.068 74.57 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.24 0 111.00 0.886 35 Backflo -4.00 45.80 74.54 Prev 36 6.00 psi -4.00 51.81 36 0.00 -4.00 0.00 51.81 2.00 0.00 0.05464 105.00 5.966 S 37 0.00 -4.00 0.00 57.78 2.067 74.57 2L 4.20 0.000 SCHED 40 STEEL BLK 120 7.13 0 109.20 5.966 37 0.00 -4.00 0.00 57.78 6.00 0.00 0.00029 712.00 0.212 40 0.00 -4.00 0.00 57.99 6.065 74.57 T 21.40 0,000 SCHED 40 STEEL BLK 120 0.83 0 733.40 0.212 CA...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM Fire-Fire Sprinkler Hydraulics Calculation Program '► 5 Elite Software Development,Inc. Condon Eng ineenng Pavilion Mattitudk, NY 11952 Jiil Page 10 Fire Sprinkler Output Data 0 verall°Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.00 144.00 0.103 14.82 2 A 5.60 11.00 7.00 144.00 0.103 14.82 3 A 5.60 11.00 7.11 144.00 0.104 14.93 4 A 5.60 11.00 7.25 144.00 0.105 15.07 5 A 5.60 11.00 7.11 144.00 0.104 14.93 Sub Totals For Group A 720.00 0.104 74.57 Totals For All Groups 720.00 0.104 74.57 C:\...\Pavilion.fiw Monday, February 5, 2024,4:39 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering am", Pavilion Mattituck;NY 11952' Page 11 Y Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 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: 0.100 gpm/ft2 Application Average Density: 0.518 gpm/ft2 Application Average Area Per Sprinkler: 28.80 ft2 Sprinkler Flow: 74.57 gpm Average Sprinkler Flow: 14.91 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0098 psi Actual Average Nodal Pressure Imbalance: 0.0028 psi Actual Maximum Nodal Flow Imbalance: 0.0002 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections: 22 Number Of Flowing Sprinklers: 5 Pipe System Water Volume: 1664.82 gal Sprinkler Flow: 74.57 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 57.99 psi Node: Demand Flow At System Inflow Node: 74.57 gpm C:\...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM v I-IrCondon En ineenn ulics Calculation Program ; Elite Software Development;Inc.. A r t' Nlonducke Yr119152,H dra — flie P Y 9 9 Pavilion .W1i , Page 12 Fire.Sprinkler'0utput Data, HydraulicSupply/Demand Graph . 100 90 80 .N 70 ES if CL � 60 _ Y � 52 N 50 42 L 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: 57.99 psi Calculated Flow Rate: 74.57 gpm Excess Available Residual Pressure At Calculated Flow: 7.96 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.50 psi C:\...\Pavilion.fiw Monday, February 5, 2024, 4:39 PM I I No Covering Over Deck I I Fire Sprinkler System Specifications Fire Suppression System Scope of Work-Furnish all materials and labor required for a proper and complete installation of the fire sprinkler DECK DECK suppression system and related work including but not limited to: sawcutting, pipe, pipe hangers,supports, bracing, heads,signage,valves,fittings, testing, inspections&cleanup.the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13, National Electric Code, local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in Ithe latest OSHA requirements. 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 ------- ---- ------------ ----------------- ------------- � character and type specified. I I b.All work must be in accordance with the requirements of the owners insurance company, and shall comply with the latest edition of NFPA 13 and all local ordinances,the New York State Fire Code, and the local fire Marshall's office.The plans and specifications shall be used as an outline only.this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition,all work must meet with the engineer's approval. I I I I I I I 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 1 A A O i sprinkler system: O I 1"g " I I i 1. Installation of new sprinkler cross main and branch lines 1 I I I 2. Installation of new sprinkler heads RECREATIONAL SPACE i I 3.Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment fumished under this contract 4.All sprinkler lines are to be filled with Noble Model PG38 or equivalent antifreeze solution. 8 2" 9 " 11 10 I i 5. One year warranty DECK O 6.Testing 2 I I 2 Z"0 From Above I I Down 3'Below Grade I 2 " "0 I _ I d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, documentation,applications,fees and payments etc.for f 1"0 12 I 2" " I obtaining a fire sprinkler permit from the local fire Marshal's office. 2 0 From Above�13 o I Equipped with Drain O I e. Install horizontal piping itched to low points and in a manner to make it possible to test and ern the entire system; provide v 2"0 Dow " o I I P P 9 P Po Po empty y , p awes and piping of A A 1 sizes and in locations as indicated by and in accordance with the requirements of NFPA 13. O O I I I l I t f.Coordinate routing of cross main and branch piping with existing ductwork, piping, lighting, insulation batting, etc. in existing ceiling.offset routing of Oocaft ftbove Drop Ceilii 1 piping as required to avoid all existing conflicts. I I Ream and remove buns careful) at thread t cuts. use one-piece continuous length p g couplings P CAI I 9- Y pipe P gt pipe between sprinklers avoiding the use of cou lin s except I where absolutely necessary. I I I l _-------_----J----------------------- --_ ---_------- 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 the inside diameter of the pipe. l ICC/ANSI ACCESS RAMP — i i. Materials: l 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 l 175psi at 150OF 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. Pavilion Floor Plan 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 iron above the ceiling. head.fusible solder link type,or glass bulb type,temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56. The -Sprinkler•Design■ sprinklers with a'IC 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 Legend 20 NFPA 13 supported from lighting,ductwork, other piping or equipment. all hangers shall be plumb. Hangers and supports shall be UL approved and shall A-Ceiling Pendant Sprinkler-Reliable Model G5-56 Sheet rock Completely comply with NFPA standards and owner's insurance requirements as to size,type and spacing. Manufacturer. clevis ® 9 P Sealed Upper Ceiling 2020 N YS Fire Code and Building Code hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co., Central Iron, Leifriedl,or equal. type and roller type Sprinkler Piping 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 — Below Ground Piping equal. ONode Identification used in Hydrolic Calculations 6. Unions: couplings and unions shall not be used except where t length g C°pipe is more than 20'in len h between fittings. screwed unions shall not be used on pipe larger than 2".Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. 7. Signs and charts:store and save existing inspector's test sign for re-installation by this contractor. j. Inspections and Testing 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 ----- local fire marshal. ° ----- 2.All new piping and equipment shall be hydrostatically tested as per NFPA 13. APPROVED AS NOTED {! DATE�� _ ALL CONSTRUCTION SHAL ' � - �°J 75� v1 oOThIE RE4�(� EP"3" tNTS rm,c Fi U , E �..�, FEE B.P.# t3.-1�..4 l YOnt�ST�4 '. -�� BY:�t � 1J � PERMITS REQUIRED NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: rC� 1. ROUGH INSPECTION REUUIHEU BEFOR CD CD 2. COMPLIANCE TESTING I Fire Alarm System 3. FINAL INSPECTION i t ALL WORK SHALL COMPLY WITH NYS RECREATIONAL SPACEFire SpidnklerSystem CODES AND APPUCA13LE NFPA STANDARDS Fixed Suppression Systems Dui �� a P�I�'r}- �• coy, O� nor �0 LSSIO�P i w z .d• w .z .d' . .d . .d i- a; = •: : .... ; -d ,`� Scale: 1/4" = 1'-0 ■ .- Condon Engineering, P.C. Eastern a /p :•; • • d !e' • •': !a. • • + Plans are prepared by Condon Engineering,P.C. it is a violation of the New York State Education Lon I S I a n • w- ,.' .. J• �•: ' .' .:-. : .:.. • e .-: .d, law,Article 145,Section 7209,for any person unless acting under the detection of a licensed Drawn by : JJC 'A. Professional Engineer,Architect a Land Surveyor,to after any item in any way.flan ftem bearsg 1755 Sigsbee Road Camp Ground s4 - the seal of an Engineer,Architect,or Land surveyor is altered,the afterbT Engineer,Arcn�ct,or Mattituck, New York 11952 . . • — , „ Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by tiisrter Scale: 1/2" — 1 -0 signature and the date of such alterations,and a specific description of the alteration. Date :3-22-2024 (631) 298-1986 690 Queen Street Greenport, New York