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Home My WebLink About47912-Z u ��p�SHFF01�coG�� Town of Southold 1/25/2023 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43790 Date: 1/25/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 500 Castle Hill Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 72.-1-1.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2022 pursuant to which Building Permit No. 47912 dated 6/6/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Arciga,Geanie&Juul-Hansen,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47912 12/28/2022 PLUMBERS CERTIFICATION DATED u or' a Signature �gUFFOL,��oG , Town of Southold 1/25/2023 P.O.Box 1179 53095 Main Rd G4,' u Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43790 Date: 1/25/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 500 Castle Hill Rd., Cutchogue SCTM#: 473 889 Sec/Block/Lot: 72.-1-1.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2022 pursuant to which Building Permit No. 47912 dated 6/6/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Which this certificate is issued is: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Arciga,Geanie&Juul-Hansen,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47912 12/28/2022 PLUMBERS CERTIFICATION DATED IN n u or e Signature �o�SQFFQdK� TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE � ��1 SOUTHOLD, NY a o y�O �ki 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#: 47912 Date: 6/6/2022 Permission is hereby granted to: Arciga, Geanie 50 West St Apt 7A New York, NY 10006 To: , Construct in-ground gunite swimming pool at existing single family dwelling as applied for, with Trustees #9514A & DEC no jurisdiction letter. At premises located at: 500 Castle Hill Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 72.-1-1.10 Pursuant to application dated 4/4/2022 and approved by the Building Inspector. To expire on 12/6/2023. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector pf SO!/r�ol - 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin0-)town.southold.ny.us Southold,NY 11971-0959 �yCOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Geanie Arciga Address: 500 Castle Hill Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47912 Section: 72 Block: 1 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1 st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Pump 220GFI, Heater, Lights 120GFI, Salt Generator Notes: Pool Inspector Signature: Date: December 28, 2022 S. Devlin-Cert Electrical Compliance Form SOUI �..� "1"1/?j ✓VV OX 7 4,C ZtA.- - --- -- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION f ] PRE C/O [ ] RENTAL REMARKS: d(3 DATE INSPECTOR �'' FIELD INSPECTION REPORT DATE COMMENTS '►e FOUNDATION(IST) ------------------------------------ CODC FOUNDATION (2ND) .� Ul z Q cn H ROUGH FRAMING& PLUMBING S�-1 r INSULATION PER N.Y. y STATE ENERGY CODE Cl f FINAL ADDITION OMMENTS III" Kec 0195q --�2 Z 'C I - - `2) 1�w 5i--e 2eS (i z 0 Wo z ly x d b H I E TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hito:ILww Sat itfioldtc wiaaiy. t7 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 41rr i , PERMIT NO., �c - Building 1nsppgpr: APR - 4 2022 k A��V~rl�cations,an�forms_mustberfilled out in theirentii"ety.xlncomplete' :,' TOWN OF SOUTHOLD i applictionsa�till,nntbeactep#etl.-W1ie�ert6eAppllcant;lsnottheowner,an -own Authorizatlon;fo�m(Page 2)shall be completed: Date:March 16, 2022 Oil1/NER(SJ QF:PRgPER7Yi s. Name:Thomas.Juul-Hansen x-72-1-1.10 SUM#100 1. ;. Project Address:500.Castle Hill;Road., :Cutchogue_. Phone#:212-929-7109. .. Ernaii:thomas thomas uulhansen.com . . . Mailing Address:15 Maiden.Lane, 19th Fir., NY, NY 10038 Name:Glenn.F. .Heidtmann .... . Mailing Address:P.O. Box 932 Phone#:631-734-7484 Email:info@gfhbuild.com DESIGN PROFBSSIQNAL;INF.ORMATION Name.:Pools.:by,Jack Anthony Mailing Address: 649-Route..11.2, Patchogue, NY 11772 Phone#:,631-878-7665 „ Email:nicoleQackanthony-com CONTRACTOR INFORMATION:,.,., Name: Pools b Jack Anthony. it A wess:619 Route '1:12, PEitchogu :;..NY 1'1.772 Phone#:531-878-7665. Email:nicole@jackanthony.com DESCRIPTION DF PROpOSEO,Cll S q ❑New Structure ❑Addition ❑Alteration ❑Rep air ❑Demolition Estimated Cost of Project: DOthet Swimming Pool . 58,000.00 i DD p Will the lot be re-graded? 4Yes ON o* Will excess fill be removed from remises? ❑Yes ®No 1 T,,.. . p ROPERTYt INfORMATION ` ' gExistinuseoproperty : .. . .Inten:.deduseof property ...... NewResidence.... Residence....a Zone or use district in which remises go this is situated;: Are there any covenants and restrictions with respect to '. , property? ❑Yes @No IF YES,PROVIDE A COPY. l ®,Check Box.Aft erxReading;',The owner/wntractnr/(Iesign professional l9 responsible_for all dralnage and storm water Issue.as provlded by `Chapter 296 elfttieTowtt Code.APPLICATION 15 HERt3Y=MAgg to,the BuUdipg Department for the issuance of a Bull Parmit pursuant to the t3ullding Zone: Qrdlnarlce;4f tfie=Town OfSouthold,Suff0"'County;New Yark and other dppllcable Laws,Ordlnance;'or Regulations;torthe construction of buildings, _ j •addldons;alteratto orfor>'removal or demnlltlon as herein desalbed.The appllcantagrees to camply'wlth all appllca6ie laws ordinances,bWlding code, hquslpg code and reguiatiopt;end to admit authorl:ed tnspettors on premises and in byElding(sl for necessary inspections False statements made herein are puats6ahle ps:a;Cla5s A mlSdemeai+or puisuant to 5ectlgn 210.45 of,the fVew York State Penal Law. t S:. . Application Submitted By(print name)-Glen FHeidtmann....,.. NAuthorized Agent OOwner S Signature of Applicant: Date: March 16, 2022 i. 1: STATE OF NEW YORK) SS: COUNTY OF Suffolk } Glenn F. Heidtmann • beingdui sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the g Aent (Contractor,Agent,Corporate Officer,etc.) t of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file`therewith. Sworn before me this i day of arch 2022 44�� LOREITA LAMB NoPublic Notary Public,State of New York #01 LA6179883 PROPERTY.OW NER:AUTHORIZATION Oualified In Suffolk County Term Expires December 31,202 (Where the applicant isnot the owner) Thomas Juul-Hansen 15 Maiden Lane 19th Fir. I,.::: ..:.. .:...::. . residing at .:..............:.::;'... NY, NY 10038 Glenn F. Heidtmann do.hereby authorize to apply on i my behalf to the Town ' uthoId Building Department for approval as described herein. Own 'r'S' grata=re p ate _ Thomas Juul-Hansen Print Owner's Name : . 2 Glenn Goldsmith,President �Q�, Town Hall Annex A.Nicholas Krupski,Vice President � Q�® 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino cn Southold,New York 11971 Greg Williams@ Telephone(631) 765-1892 Q ' Fax(631) 765-6641 COUf�T`4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 17, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: GEANIE ARCIGA & THOMAS JUUL-HANSEN 500 CASTLE HILL ROAD, CUTCHOGUE SCTM# 1000-72-1-1.10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 16, 2021: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Administrative Permit#9514A, as issued on August 14, 2019. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Genn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President Town Hall Annex A Nicholas Krupski,Vic,President 54375 Route 25 John M.Bredemeyer III i P.O.Box 1179 Southold, New York 11971 Michael J.Domino Greg WilliamsTelephone(631) 765-1892 Fax(631) 765-6641 -ZONIT11 BOARD OF TOWN TRUSTEES January 21, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: GEANIE ARCIGA&THOMAS JULIL-HANSEN 500 CASTLE HILL ROAD, CUTCHOGUE SCTM#: 1060-72-1-1.10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 20, 2021. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Administrative Permit#9514A to conduct construction activity within 100'from crest of bluff, including clearing up to 50 feet from crest of bluff, to construct on vacant parcel an approximate 2,938sf two-story, single-family dwelling, with approximately 1,064sq.ft. waterside deck with steps; 748sq.ft., swimming pool; and 77sq.ft. front deck, all located at least 100 feet from crest of bluff; and as depicted on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, last dated December 14, 2020 and stamped approved on January 20, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, e&' tau Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith, President sTown Hall Annex A. Nicholas Krupski, Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly zr � Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES FD' TOWN OF SOUTHOLD JAN 17 2023 EPT CERTIFICATE OF COMPLIANCE BUII.�ING M �1 ®FS®lam®L® # 1992C Date: January 2, 2023 THIS CERTIFIES that the construction activity within 100' from crest of bluff, including clearing up to 50 feet from crest of bluff, to construct on vacant parcel an approximate 2 938sf two-story single- family dwelling with approximately 1 064sq ft waterside deck with steps; 748sq-ft swimming pool; and 77sq ft front deck all located at least 100 feet from crest of bluff, At 500 Castle Hill Road, Cutchogue Suffolk County Tax Map#1000-72-1-1.10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 3, 2019 pursuant to which Trustees Administrative Permit#9514A Dated August 14, 2019,was issued and Amended on November 13, 2019 and Amended again on January 20, 2021 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction actives within 100' from crest of bluff, including clearing up to 50 feet from crest of bluff,to construct on vacant parcel an approximate 2 938sf two-story, single-family dwelling, with approximately 1 064sq ft waterside deck with steps; 748sq.ft., swimming pool; and 77sq ft front deck all located at least 100 feet from crest of bluff. The certificate is issued to Geanie Arciga& Thomas Juul-Hansen owner of the aforesaid property. �. Authorized Signature �SpfED1��0 BUILDING DEPARTMENT-Electrical Inspector �O G TOWN OF SOUTHOLD Ca yz: Town Hall Annex- 54375 Main Road - PO Box 1179 . co .Y . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCaD-southoldtownwgov- seand(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (All Information Required) Date: /JJ3 as Company Name: Electrician's Name: C"A 2,(z n License No.: . .S 7 p Elec. email: 14aL CAP-n Elec. Phone.No: S,-/e S,y 6 i c K I request an.email copy of Certificate of Compliance Elec. Address.: JOB.SITE-INFORMATION (Ail Information Required) 'Name:. (9,E(q.AJI F ATG/GA Address:' .Vic, . 0_ ST,4, I Le- Rte, CJ c,H o `cs.15-7 Cross Street: /2C la Cs X LA.ry A;: Phone No.: BIdg.Permit# 9�a2 email: Tax Map District: .. 1000 Section: . 7 Block: Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Lt G h 5 C3 Square Foo#age: Circle-'All:_That-Apply: Is job ready for.inspection?: YES NO Rough In Final.' Do you need a Temp'Certificate?: YES NO Issued On Temp Information: (All information required) Service Size T Ph '3 Ph Size: • . A # Meters. Old Meter# New Service Fire Reconnect- Flood..Reconnect- Service Reconnected-Underground- Overhead #Underground.Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lnformation: PAYMENTD.UE:WITH-APPLICATION I NOV 0 2 2022 f I'D TC).,IN 01 g�FFat BUILDING DEPARTMENT- Electrical Inspector �O� cPoy TOWN OF SOUTHOLD C* ma` Town Hall Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 A�a.., app Telephone (631)765-1802 - FAX (631) 765-9502 rogerrCcr_southoldtownnV.gov- sea nda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ///s ZaA Company Name: 7-/Z t L Electrician's Name: � t_,c co License No.: S 7 F ,r+'C Elec. email: y/ /-�� c� Elec. Phone No: 5'/6 9,y - !c IIS I request an.email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 6,E 4 n/t E C,A Address: .moo . 0 ST/,E Cross Street: Z__A ry Phone No.: Bldg.Permit#: q 7 9/,a2 email: Tax Map.District: 1000 Section: . 7a Block: e, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage. Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES f�NO Issued On Temp Information: (All information required) ServioSize 1Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected-Underground - Overhead #Underground.Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 30 M K!0v 0 2 2 0 22. CJD Z 'LoVe � � � Y Jc+� � y �ra S ¢� IP.� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY(ti,Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-0365 I F:(631)444-0360 ww,t4.d ec.ny.9ov LETTER OF NO JURISDIC'T'ION—TIDAL WETLANDS ACT NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION August 27,2019 Geanie Arciga&Thomas Juul-Hansen 15 Maiden Lane, 19th Floor New York,NY 1038 Re: Application 41-4738-01154/00003 . Arciga Property,500 Castle Hill Rd.,Cutchogue,SCTM#1000-72-1-1.10 Dear Applicant: Based on the information you submitted,the Department of Environmental Conservation(DEC) has determined that the portion of the parcel referenced above that is located landward of the elevation contour labeled"Crest of Bluff',which exceeds ten feet above mean sea level in elevation as shown on the survey prepared by Kenneth M. Woychuk,David H.Fox, last revised 6/29/19,is beyond the jurisdiction of Article 25 of the Environmental Conservation Law(Tidal Wetlands Act). Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661),no permits are required for activities conducted landward of the crest of the dune as shown on the referenced survey.However,please be advised,however,that no construction, sedimentation,or disturbance of any kind may take place seaward of the jurisdictional boundaries as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within the jurisdiction of Articles 25 which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. In addition, please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septentrionalis),a species listed as "threatened" by both New York State and the US Fish & Wildlife Service,within 1.5 miles of the project location. We have determined that tree cutting at this location between April 11t and October 31"of any calendar year will result in the"take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law(ECL) §11-535. The tern"take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging,migratory or other essential behaviors, or the adverse modification of the species' habitat, The"take" of a species listed as endangered or threatened is prohibited in the absence of a permit fi-om this Department issued pursuant to ECL §11-535. etewroRK I Departmentof If .," I Environmental _ go-srcnuai, �'��' Conservation 9 Therefore,in order to a avoid'an Endangered Species"take", all tree cutting activities shall only be conducted between the dates of November ls'and March 3P"�of each calendar year at the project site 04 you must get an Incidental Take Permit from this Department. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner orproject sponsor under the Endangered Species Regulations, ,please contact the Regional Wildlife Manager at(631)444-0306. This letter shall remain valid unless site conditions Change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, '�q��9&�7 Kevin Kispert file Permit Administrator cc: NYSDEC—MHP NYSDEC—Wildlife En-Consultants 59'-4" WIDTH TO MATCH EXISTING CONCRETE BASEMENT WALL 16'-5" Ilk 39'-5" 3'-6" s 1 60" TO WATER LINE 54" TO WATER LINE :'tel ■ / 11 -511 48" TO WATER LINE `S \\ / 42" TO WATER LINEOP \\ \\ \ ACV ■ zo M CV i I S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 L T 1.10 APPROVED BY sR7D79D7Ds-zEc BOARD OF TRUSTEES sa�7•pe•w lO�rG TOWN OF SOUTHOLD Alp DATE r y, kNfty 20I 202( i I �. Ixc"'�°1°101Fie TOWN OF SOUTHOLD LOT COVERAGE .nese . g ' 845ED ON IDT AREA SNIONARO OF ONSTAL EROSION UNE r ,. � 'Qo r'•4r. 81.7)1 satT.„I.xS Naas ° I PROPOSED W/SEEM:to"Sr.. REAR WARASIDE DEO(W/VMK.I05I S.F. b MUM DtrX: 7]SF. I SWIINONI POOL• 71B S.F. b 53S°5.36°W —Z 182]SF.Or 5.8; 7 4 � +° DRAINAGE CALCULATIONS .Yf ••'••y noa]m ro p IoW.r I@ unOE.m:e Rb.Lm a O\ �j $ _�. SFDogtlt W 91E 7 \ m.F�DAN�B roR IIIPa3 Ng1ILl rAbss BtYI1pN . . . n \. 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PROJECT: James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 ol Limon W H U ® H N N R�L bwmft I D r wo IF"ME, mt= ® jcurtissarch@gmail.com'U' U L Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 500 CASTLE HILL ROADsT°NFgR,y S 4 28350 8 W Q�/C 15 Maiden Lane, 19th Floor ° New York, NY 10038 '� BW 5 o e� /s� Phone 646.246.3593 S \ 'o r00 ,1°s8� Q N . Y . 11935 I \ ;\ ., X00 �6'�41 �//V Consultants: CUTCHOGUE , °Fe MH O Structural Engineer: IUFF 6 W LINE ALONG BULKHEAD Refill Tarantino I ��s '96 , N 1 000=72ml •� 10 ?0 .\� X00 8 100 Park Blvd. SCTM # : ' \ � \ '� #209 Massapequa Park, New York, 11762 \\' � \' \ els DRAWING LIST: ZONING INFORMATION & APPROVALS �\� phone 631.724.7888 ' \ � ' X00 S 35°35'36"W SITE PLAN BASED ON SURVEY BY: ;: sa 7.00' ew42 MEP Engineer; so 1. TITLE SHEET-SITE PLAN A-001.00 KENNETH M.WOYCHUK LAND SURVEYING,PLLC \ T � w�o.o 2. LEGEND&DETAILS A-002.00 DATED:12.14.20 I \ 20 �0, 3. GENERAL NOTES&CONDITIONS A-003.00 REFER TO SURVEY FOR SEPTIC AND DRYWELL DESIGN AND LOCATIONS,UTILITIES,SITE DESIGN AND \\\0 \\ IMPROVEMENTS 4. SCHEDULES-PLMB.RSR.-WALL TYPES A-004.00 I \ \, 3, ?o 5. ENERGY CODE-TABLES A-005.00 APPROVALS: �\ 6. LOWER LEVEL-FOUNDATION PLAN A-100.00 140 7. FIRST FLOOR PLAN A-101.00 1• SOUTHOLD TOWN BOARD OF TRUSTEES APPROVAL OF ADMINISTRATIVE AMENDMENT TO ADMINISTRATIVE 30, PERMIT#9514A DATED 1.20.21. 8. SECOND FLOOR& FRST.FL ROOF PLAN A-102.00 2. LETTER OF NO JURISDICTION-N.Y.S•DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION# \ T 0 9. ROOF DRAINAGE PLAN A-103.00 1-4738-01154/00003. \ Seal: 10. ELEVATIONS A-200,00 3. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REFERENCE#R10-19-0105-ZEC,STAMPED I ;; --4 11. ELEVATIONS A-201.00 APPROVED 3.9.21 12. BUILDING SECTIONS A-300.00 500 CASTLE HILL ROAD ( ROS/0Ny �� .\ = m� 13. BUILDING SECTIONS A-301.00 CUTCHOGUE,N.Y.11935 \ 14. DETAIL SECTIONS A-400.00 TAX MAP#1000-72-1-1.10 LO 15. DETAIL SECTIONS A-401.00 LOT COVERAGE(SF): ALLOWED EXISTING PROPOSED TOTAL - - - - 60 16. DETAIL SECTIONS A-402.00 ZONE: R 80 54 374.0 57.374.0 I ( \\ ,0 1ti QST OFB 17. GENERAL ROOF DETAILS A-403.00 e \ 1 \ \ I �L� 10 STRUCTURAL SET FROM REILLY-TARANTINO LOT SIZE 1.25 ac 1.25 ac 1� \ 18. GENERAL NOTES S-001.00 BUILDING AREA: \ 20% 1 \_ 1- 19. FOUNDATION PLAN FO-100.00 (10,874.8) 20. TYPICAL FOUNDATION DETAILS FO-500.00 PROPOSED:1. DWELLING I 1 I 2,938.0 I 2,938.0 21. FIRST FLOOR FRAMING PLAN S-101.00 2. REAR DECK WITH STEPS I I I 1,064.0 I 1,064.0 74 22. SECOND FLOOR/LOW ROOF FRAMING PLAN S-102.00 3. FRONT DECK 77.0 77.0 23. ROOF FRAMING PLAN S-103.00 4. SWIMMING POOL 748.0 748.0 74 24. FIRST FLOOR BRACED FLOOR PLAN S-201.00 TOTAL 4,827.0 4,827.0<10,874.8 \ 25. SECOND FLOOR BRACED FLOOR PLAN S-202.00 8.9%<20% 26. TYPICAL BRACED WALL DETAILS 1 S-203.00 SETBACKS_ _ _ J ALLOWED_ EXISTING PROPOSED 27. TYPICAL BRACED WALL DETAILS 2 S-204.00 FRONT 60.0' 138.3' 28. TYPICAL BUILDING SECTION S-300.00 REAR 75.0' I 1 100.0'TO CREST OF BLUFF I &0 29. TYPICAL STEEL FRAMING DETAILS S-500.00 MIN.SIDE YARD. 20.0' 30.0' I oi �8 (AGG.45.0') (AGG.82.0') co ,inrvoi�ni %nrnnrn GRnnAINt; f)FTAILS S-700.00 - 1 -- > _ _�___ No. Date Submission / Revisions ZONING INFORMATION TAKEN FROM SITE PLAN DONE BY KENNETH M.WOYCHUK LAND SURVEYING DATED 12.14.20 AND I POOL s 3.17.21 FILE FOR BUILDING PERMIT APPROVED BY BOARD OF TRUSTEES DATED 1.20.21 z DECK \ � JB 52. PROPOSED 2-STORY FRAME DWELLING W. �6\ LAND N/F ROOF TERRACE I OF 10 3 52.31 MARY MCKAY 74 68 U IZ LL OLL W �\ Z Z O U g 06 xY � \ I z Project Address: 0 x'Z 0 I� U I Sa X�X_ 500 CASTLE HILL RD. I CUTCHOGUE \ a_ \ NEW YORK, 11935 I 1 ELE I I Date: 03.17.21 TRANS. J Project No: 21.001 N ]RON PIN °CATV Scale: AS NOTED S 51-23,30,,W _ Drawn By: Jc Cqs' Dwg. Title: o so' N/F 176.94. (PRIVgTE RQE H��C R_OAA As PHALT/GRA VELLAND ROADWAY TITLE SHEET JOSEPH&O ROL yNR/O c/ SITE PLAN SITE PLAN SCALE: 1"=30'-O" Dwg. No.: ■ APR 0 2022 Page: 01 OF 30 BUILDING DEPT. TOWN OF!;01 IT,J)(;0-, A I ' OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE:= B.P.8 WITHOUT CERTIFICATE FEE:` 60D,nvi OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 6A TO 4 PM FOR THE FOLLOWING INSPECTIONS:.,- 1. FOUNDATION�-.-TWO REQUIRED: FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL.:.`CONSTRUCTION MUST COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O.' 'NEW YORK:STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REOUIRED:ANO.CONDITIONS - RMUIREMENTS OF THE CODES OF NEWOF YORK STATE. NOT RESPONSIBLE FOR TOWNZBA - DESIGN OR CONSTRUCTION ERRORS. "SO OT M TOWN PLANNING-BOARD �S ,SOU�OLD`TOWN TRUSTEES DEC "1MMEDIA'TE Yll ODF- E�IirLOSE POOL TO UPON CpMPLETION 'BCSFta'TERRETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Renr«aa.t*sre�naH�na�o POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS 1. POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND TEMPORARY BARRIERS R326.4.1: BUILDING CODE, TOWN OF SOUTHHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. 2. POOL SHALL CONFORM TO ANSI/ APSP/ ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL 3. SECTION R326.7 POOL ALARM REQUIRED. REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. 59'-4" 4. ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH 5. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FACES AWAY FROM THE SWIMMING POOL. 6. POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE 2,REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER A OF NYS SECTION R403.10: OF THE FOLLOWING PERIODS: POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY). A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL;OR SECTION R403.10.1 HEATERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL SECTION R403.10.2 TIME SWITCHES SECTION R403.10.3 COVERS \ 7. THE DESIGN IS BASED ON A DRAINAGE SOIL WITH < 10% SILT. GROUND WATER PERMANENT BARRIER R326.4.2: SHALL NOT EXIST WITHIN LIMITS OF THE EXCAVATION. IF GROUND WATER EXISTS \ WITHIN 6' E SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATER 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER THAT FACES BELOW GRAD \ DISPOSAL B LIMITED D OWNER'S PROPERTY. AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER / \ THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL \ \ 8. NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END. STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS \ MAIN DRAIN 9. THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,500 PSI @ 28 MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3. \ UNE TO DAYS. 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION FILTER 2 MAIN DRAINS WITH STRAINER 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A TOLERANCES AND TOOLED MASONRYJOINTS. (VGB SAFETY ACT APPROVED MINIMUM LAP OF 24 INCHES FOR #4 BARS. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL \ \ DRAINS) 11. REBAR SHALL BE 3" MIN. CLEAR TO EARTH. MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. / \ \ 12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN / \ \ DURING FREEZING WEATHER. VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH. \ 13. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES(1143 MM OR MORE SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES 102 MM WHERE THERE ARE \ \ BAKER (VGB) POOL AND SPA SAFETY ACT. ) ( )• 60" DEPTH-- e` \ \ 14. NO DIVING EQUIPMENT SHALL BE INSTALLED ON THIS POOL. DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH. POOL RETURN_---"_ �. i \ \ 15. SLOPE PATIO SURFACE 1/4- PER FOOT AWAY FROM POOL. 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BEA 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED ATTHE TOP (TY'.)- e \ 16. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). DEPTH_ - - "- ANSI/APSP/ICC 7. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). - - - - _�- - 4 - - � - - �� - 17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 500 CASTLE HILL ROAD/ 7,GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS: CUTCHOGUE, N.Y. 11935 ONLY.i 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM -7- - \ 18. HM ENGINEERING, P.C. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, THE POOL. -48" DEPTH - _ _ \ METHODS, TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR. THE 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE) \ ` CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 MM)FROM PROPOSED GUI�ITE \ 19. SEE SITE PLAN BY OTHERS FOR SWIMMING POOL AND EQUIPMENT LOCATION. _ GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE NOR THE N I / // / / -42" DEPTH _ SWIMMING\POOL\\ ` BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE. / / / ' ` --`\ 7.3. ALLTHE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENTTO PREVENTACCESSTO MARBLE DUST THROUGHOUT \ . O �0'" 8HA WALL OR WALLS OF A DWELLING MAY SERVE AS PART OESWIMMING POOLTHROUGH SUCH GATE WHEN THE F THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEETTHE APPLICABLE BARRIER MING POOLISNOTIN USE OR SUPERVISED. STAIRS COLOR TO BE DETERMINED BY OWNER 5.0 � _ � (NON-SLIP \ ±708 S.F. \ \ R REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: \ p 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE DESIGN) \ \ \ ( WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE \\ \� \\ \ AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR - - - - - - - -\� - _ _ - T - - - - - - - - - - _ - - _ - 1 ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND b.OPERABLE WINDOWS IN THE WALL OR WALLS USED ASA BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE �� THE FLOOR.OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASSTHROUGH THE OPENING WHEN THE S WINDOW IS IN ITS LARGEST OPENED POSITION;AND S I ` 7 �°)/��, C.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT / / ' // % rOw/V,p AIG Usk 2V OTHER APPROVED ERY DOOR WITH I M ANS OF PROTECTIONRECT ACCESS TO THE OSUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS / / / // / / / / / ////�///,// // SO(� Ot e/ THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. O - - - - - - - - - - - - - - - - - 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR / F F_ I MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE 'i DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR. SKIMMER I I 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, I THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEETTHE APPLICABLE BARRIER(T�•) REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING BUILDING FOUNDATION i CONDITIONS SHALL BE MET: - (DESIGN & I j" 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE - - - - - - - - - WATERPROOFING BY I /, I P0°L WALL (3)*BAMSECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR q OTHERS) 0 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH PROVIDE Y2" BITUMINOUSR326.4.2.8. d EXPANSION MATERIAL a .` 1 ENTRAPMENT PROTECTION R326.5: BETWEEN SKIMMER AND --1- SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT TH E POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS BLDG. FOUNDATION AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED 24 +•LAP AGAINST USER ENTRAPMENT. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7, WHERE APPLICABLE. NOTES: POOL PILE PLAN ' SCALE: 1/4" ` l' - 0" PLAN SUCTION OUTLETS R326.6: 1.THIS IS A NON-DIVING POOL. NOT TO SCALE SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS 2. REFER TO SEPARATE STRUCTURAL PLANS PREPARED BY JAMES CURTISS,R.A.AND REILLY AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED TARANTINO,P.E. FOR SWIMMING POOL FOUNDATION AND INFORMATION ON BUILDING AGAINST USER ENTRAPMENT. FOUNDATION. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. 3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL LAYOUT ONLY. 2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH(457MM BY 584 4. POOL CAPACITY IS APPROXIMATELY 24,000 GALLONS. SKNMEFt MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. I LEVEL AMS 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS GUARD RAIL TO CODE DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. ALONG SIDES OF POOL ( A)Rs �) 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 61NCHES AND NOT MORE DECK (SEE -on HORIZONTAL AND VERTICAL (4) #4 BARS ; THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENTTO THE SKIMMER. ARCHITECTURAL PLANS) #4 BARS @ 12" O.C.E.W. TIED CONTINUOUS TOP OF SWIMMING POOL AND SPA ALARMS R326.7: TO STEEL CAGE WATERPROOFING 0,-11 „ WALL; TIES 12" O.C. a & MARBLE DUST APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE DECK BY OTHERS FINISH TOP OF POOL WALL EL. EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOLALARMS), ___ AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. (.�, ) _ 24-1 TO BE COORDINATED WITH EXCEPTIONS: EL. 79.0 TH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 6" FROST PROOF FINISHED FLOOR AND 1.A HOT TUB OR SPA EQUIPPED 2.A SWIMMING POOL(OTHER THAN A HOT B OR QUI PEED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM WATER LEVEL DECK ELEVATION V.I.F. TILE BAND (TW.) ( ) SECTION POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE ' SKIMMER SUCTION LINE ' r ' ' 12" GUNITE WALLS W/ (2) #4 VERT. NOT TO SCALE R326.7F2 MULTIPLE ALARMS. MUST A POOL ALARM SST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE I , _ TO BE INSTALLED 11- a 12" GUNITE SLAB #4 012" O.C. & #4 HORIZ. @ 12" O.C. SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN BETWEEN FOUNDATION i i ' . 3'-6" @ 12" O.C.E.W. TOP ONE POOL ALARM SHALL BE PROVIDED. AND POOL SHELLI ° & BOTT. 5'-0" WATERPROOFING & TILE FINISH SKIMMER DETAIL R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. ' EL. 75.0 NOT TO SCALE R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. BUILDING FOUNDATION <I ; EL. 173.5 `��`�� \\�/\\\ ' M NOTES: 4jjj %\/ ////,! 1. INSTALL TWO(2) 3 OVERFLOW DRAINS WITH OVERFLOW SLOT FITTING (DESIGN & WATERPROOFING BY >� / IN THROAT OF SKIMMER. OTHERS I I // / / j ;/ / .. y/ ��/\/��\>�\\�\j �\. :�\x \ \��'/�/,`.\\\\�/ / i\ / i ,/� ice;/ ,i :,.\//\ i/�� . / i\//, �/ 2. DRAINS SHALL BE CONNECTED TO A DRYWELL. DESIGN BY OTHERS. �j\ j / /��%/\ �;\/\� ,% y/\\%j FILL 12" VOID \\jai:\\��\;�� i�. �jti�j\\j\j\\y\ \;\\/ \, \/,\ \\\, \.\' \\,\ \ \;\\ \ „\\� .\ WITH GRANULAR i \/�j/\�j/\�/j\j�\/\�jj \�j//��j�\/�\ j�j \//�� //%/�j/%�/\�/%//%\/% ��/� �\!T SAND \� �i�\/�\\j\j\\ \�\�\/\/\\, \\� \\\' `✓\��\.\, :; .\j�\�' NO. DATE DESCRIPTION BY DECK DRAINAGE I\ij�\// a ��//;./�//; //�/,<\/ ,�\/, //� /� (SEE PLANS BY �� '%�i,�\%i��i .,/��i \ ,\, ,: EL. 67.0 PREPARED FOR: OTHERS) PROPOSED SWIMMING POOL FOR 500 CASTLE HILL ROAD JUUL-HANSEN RESIDENCE `ter CUTCHOGUE, N.Y. 11935 FILL WITH 3/4" SWIMMING POOL > >/2" ro WASTE PUMP WITH TIMER CUTCHOGUE, CASTLE HILL ROAD / COMBINED FOOTING/ BLUESTONE, FOUNDATION WALL & CHLORINE FILTER SWITCH OWNER/APPLICANT: SITUATED AT FOUNDATION BY OTHERS COMPACTED IN FOOTING BY OTHERS (SEE GENERATOR HAIR & UNT STRAINER JUUL-HANSEN RESIDENCE CUTCHOGUE (SEE PLANS BY REILLY LIFTS PLANS BY REILLY (OPTIONAL) 500 CASTLE HILL ROAD TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TARANTINO, P.E.) TARANTINO, P.E.) AUTO SKIMMER CUTCHOGUE,N.Y. 11935 S.C.T.M. DISTRICT 1000, SECTION 72, BLOCK 01, LOT 1.10 V.I.F. = T/ FND. WALL EL. PROPANE GAS HEATER. POOL HM ENGINEERING P.C. SECTION A-A PROVIDE THERMAL BACK TO POOL COVER. SCALE: 1/4" = l' - 0" POOL P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 PHONE(516)476-5392 FAX(631)980-7671 NOTE SCHEMATIC PIPING DETAIL 2 MAIN DRAINS EMAIL: HMARNIKA@OPTONLINE.NET THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE NOT TO SCALE PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTEDV DRAWN BY: HM PROJECT NO.: 22132 ABOVE. THEY SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY �ls DATE: MAY 24,2022 DRAWING NO.: PROPERTY OF THE HEREIN ENGINEER OF RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND TRu COPIE HAVE DESIGN PROFESSIONALS S-101 IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT,17 U.S.C. ANY UNAUTHORIZED USE AND/OR ISED S AL AND SIGNATURE IN BLUE REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF Architect: F0-300 C U RTI SS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 \ " 718.702.7354 / \ 2'_6" WIDE x 1 -o jcurtissarch@gmail,com \ DEEP CONC. \s FOOTING W/ 4-#5 Owner- Designer- Interiors: \ LONG DIR. & #5 Thomas Juul-Hansen, LLC o \ @12" SHORT DIR. / \ 1'-0" POOL FDN. WALL 15 Maiden Lane, 19th Floor \ W/ #5 @ 12 HORIZ. & New York, NY 10038 o \ VERT. COOR. TOP OF \ Phone 646.246.3593 — — — — — — — — — — — — — — POOL WALL W/ POOL CONTRACTOR } � � Consultants: N Structural Engineer: 77 Reilly Tarantino t 100 Park Blvd. I #209 Massapequa Park, New York, 11762 o phone 631.724.7888 ° MEP Engineer: 0 ' a n e 07 - F7. _ [r44 F'• 1'-0" (TYP.) — — — — — — — — — — — — — — — — — - - — o o � Seal: 47' � 2 1 in I . FO-500 i 10 LO 7 -7 1 28 ' 17'-5Y2" rt 1 18'-11Y2" — — — — — F6.0 00 I 1 1 - - - - - - - F6.0 2'-0" 1 T SLAB EL = +69 -0 DATUM w p I O i I T SLAB I �n EL = +67 -0 DATUM I I k I I 1 1 k,• - 4 r3 0 _ 10'P O d t" . t J" F. t- 1 t f'- 'i""' F•t _ 7BEARING I WALL - WOOD COL. - ABOVE (TYP.) ABOVE (TYP.) U�_ - L� No. Date Submission / Revisions - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r� r� - - r d. I LJ I 3.17.21 FILE FOR BUILDING PERMIT 1 9.29.21 POOL FDN. FRAMING F3.0 3 6 FO-500 2'-0" WIDE CONC. 1 I '%'LFO-5001 HAUNCH. SEE DETAIL FOR REINF. SIZE & SPACING 1 0 1 I \\ I • I STL. COL. � I 16'-6" 4'-8" ABOVE (TYP.� I I 100 '-0" I 1 8'-0"x8'-0"�1'-6" 0 1 I CONC. FOOTItVG W/ o FOUNDATION WALLS 1112- 5 EACH WAY _I SHALL BE REINF. W/ `" 10 I I``� I # > N #5@12" H&V E.F. ;� I �� I . I (TYP.) N T SLAB - - EL = +69'-0" DATUM I __ __ 4'-8"x3'-6"�1'-6" CONC. ' Project Address: PIER. PROVIDE 12-#6 — — — — VERT. BARS XTENDING 1 � I INTO FOOTINGBELOW T SLAB k I ( EL = +69'-0" DATUM 500 CASTLE HILL RD. i CUTCHOGUE ' 41 -6" I � � I 1 1 r NEW YORK, 11935 3' 9'-6 -0 " 9'-6" 4'-0" -0"' _ Io - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - 01 1 I 0 F3.0 Date: 03.17.21 Mp I Project No: 21.001 Scale: AS NOTED k-0 2: 21 °1 .� _- Drawn By: JC 0 o Dwg. Title: 71 4'-0" CL 3 1 .. F°-500 FOUNDATION PLA N O I I r O N — — — — — — — — — — — — 13'-7Y2" 3'-0" 47'-10Y2" 0i �, FOUNDATION P LAN Dwg. No.: SCALE: 1/4" = 1'-0" NOTES: O o7777777r, - 1. COORDINATE THIS DRAWING WITH SITE/ CIVIL DRAWINGS. 2. CELLAR SLAB SHALL BE 4" NORMAL WEIGHT CONCRETE W/ 6x6/ W4.OxW4.0 W.W.M. .I 3. F3.0 INDICATES 3'-0" WIDE x1'-O" THICK CONCRETE FOOTING W/ 5-#5 LONG DIRECTION & #5012" SHORT. DIRECTION. 4. F6.0 INDICATES 6'-0" WIDE x1'-O" THICK CONCRETE FOOTING W/ 7-#5 LONG DIRECTION & #5012" SHORT. DIRECTION. 0 5. SEE FO-500 FOR TYPICAL FOUNDATION DETAILS. APR 04 U22 BUILDING DEPT. Page: 19 OF 30 TMern!OF SOI I;I-,ULD Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: If Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: T GRADE Reilly Tarantino I�,----- EL = 75'-0" 00 Park Blvd. — — — — — - 1= #209 d Iii Massapequa Park, New York, 11762 phone 631.724.7888 °e I! MEP Engineer: II T/ FND. WALL ��I ° • a II I I 1=1 I=1 =1 =1 I=1 I I=1 =1 I I=1 =11 I=1 =1 =1 I=1 I=11=1 I=1 I=1 I=1 I=III=1 II I II III=1 I=1 =1 =1 =1 I=III=1 =1 I =1 I=1 =1 =1 =1 I=1 =1 =1 I=1 I—I 1=1 11=1 I I EL = V.I.F. III 1'-0" THICK CONC. POOL III II_I 1'-0" FOUNDATION IIII° ° 1'-0" FOUNDATION II WALL W/ #5®12" O.C. TO IIII °d II WALL W/ #5®12" O.C. III ° II WALL W/ #5®12" O.C. BEAR ON FOOTING —I ° —I • ° itl IIII ° °a III IIII ° III ° •'° 115 =1 A III III °° 11z ° °° VIII ° �° III Seal: PROPOSED FOOTING III FII o ° II� PROPOSED FOOTING IIII III (SEE PLAN FOR = _�=1II 77---L_ (SEE PLAN FOR — _II ° ° I=� _ = SIZE & REINF. II— II- III= a SIZE & REINF.) III — ) ° III1 ° ° ° B/ FOOTING _= II i=i =i u= = =Ti= iii=iii=Ti=iii=i i—iii—u i—iii=iii=iTi=iTi—i EL = 67 —0 EXIST. COMBINED FOOTING (ALREADY POURED) 1 PROPOSED POOL SUPPORT SECTION FO-300 SCALE: 1/2" = 1'—C" 1 No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT 1 9.29.21 POOL FDN. FRAMING Project Address: 500 CASTLE HILL RD. CUTCHOGUE NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: Jc Dwg. Title: TYPICAL FOUNDATION SECTIONS Dwg. No.: FOm300000 Page: 20 OF 30