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HomeMy WebLinkAbout48602-Z K.0OG Town of Southold 4/17/2023 o� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44013 Date: 4/17/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 740 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2022 pursuant to which Building Permit No. 48602 dated 12/15/2022 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 Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48602 4/10/2023 PLUMBERS CERTIFICATION DATED A th ri ed Signatur " TOWN OF SOUTHOLD suFFni,�;� BUILDING DEPARTMENT TOWN CLERK'S OFFICE y x° SOUTHOLD, NY tis 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 #: 48602 Date: 12/15/2022 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct accessory in-ground swimming pool as applied for. Minimum 10' setbacks required for pool and pool equipment. At premises located at: 740 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.37 Pursuant to application dated 10/18/2022 and approved by the Building Inspector. To expire on 6/15/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building nspector pF SOUryo! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(�-)town.southold.ny.us Southold,NY 11971-0959 Q�yC0UN1`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 740 Royalton Row city,Mattituck st: NY zip: 11952 Building Permit#: 48602 Section: 113 Block: 7 Lot: 19.37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Ground Electric License No: 46309ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st 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 Sump Pump Other Equipment: Pump 220GFI, Hayward Salt Generator, 5 Lights 30OW Intermatic Pool Trans 120GF Heater, Auto Cover 120GFI Notes: Pool Inspector Signature: Date: April 10, 2023 S.Devlin-Cert Electrical Compliance Form hO�aOF SOUlyO� � —7 # TO NOF SOUTHOLD BUILD NG DEPT. co,Mv,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: ��/ DATE D 2 INSPECTOR �o��,oe soulyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. • io "couto, 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/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: 20 C a DATE /0 -2 INSPECTOR HM ENGINEERING P.C. P.O.Box 914 EAST NORTHPORT,NY 11731 TEL:516-476-5392 EMAIL:HMARNIKA@OPTONLINE.NET October 04, 2022 Town of Southold Building Department Town Hall Southold,N.Y. 11971 Dear Sir/Madam: This is to certify that the drainage facilities to be used exclusively for the construction of a swimming pool on the premises of Marrcon Development Corp. 740 Royalton Row Mattituck,N.Y. 11952 Lot#8, Tax Lot 19.037 will not require draining because the pool is of gunite construction. The pool water will be continuously recirculated through the filter and will be reused from year to year. The drainage from the filter backwash will be piped to a drywell located on the subject lot and will not interfere with the public water supply system, existing sanitary facilities, adjoining property owners, public highways or private roads. Sincerely, 7arn eering P.C. ika,P.E. 'IELD INSPECTION REPORT ' DATE COMMENTS b FOUNDATION (1ST) y ------------------------------------- FOUNDATION (2ND) � O ROUGH FRAMING& y PLUMBING W a � W INSULATION PER N.Y: IZ H STATE ENERGY CODE FINAL I Q,. i - ADDITIONAL COMMENTS 00 6P z `�, N� x d r� b H ��yyFFO(K�Gy TOWN OF SOUTHOLD—BUILDING DEPARTMENT =b Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. tV Building Inspector: OCT 1 .8 2022 Applications and forms must be filled out in their entirety:Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. . Date: l D /7 Z oaZ OWNER(S)OF PROPERTY: Name: �jQ,Fj ,/ L� SCTM#1000-II f7 07— 19,37 Project Address: '�yrJ �� �/ti� ,c,�-�yj� �/� //�5-7 Phonejf/&) 9�&o235jr Email: Mailing Address: `t/ /�+k- �,p _ Ser ',� p/✓ /6-/F CONTACT PERSON: Name: : �/o,� ACP.✓ido �Su/C2nr ��+/ Sei✓icc Mailing Address .�'7�0_._ ( ctla�,.•,."-cif f�a/b�ou� N" �/%tj// Phone#-(o)) c 3/ .-pr�g� Email: /l7arr orl�StdQ2y/ s /see,cow DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: �'ivtp/lec�s foo/ S&V;t'e Mailing Address: 1-74 &Iaov< 4166b-ll /✓ //�I/ Phone#66y)) y,3/ - C)g9,f Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 90ther &,j . 14n;/'t oo/ DX D �uni ov fid',Ll'g,povrot� $ (��"�,�o Q _.... Will the lot be re-graded? P]Yes ❑No 71 Will excess fill be removed from premises? �i]Yes [:]No 1 PROPERTY INFORMATION - Existing use of property: T4704-fAIAY Intended use of property: a,,es 4 111"4 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes nNo IF YES, PROVIDE A COPY. El Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pr' name): Ivl 1 Xc8L-/ 61-k- ElAuthorized Agent Downer Signature of Applicant: Date: �O//� a�� STATE OF NEW YORK) COUNTY OF � SS: _,U 1q-K-t Olk-) 74 '-e 0-a(0,0 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 12 421 IC a-f=rE I I (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewlth%! Iw. BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. OITA6086001 Qualified In Suffolk County day of 0-0� 200'ID- Commission Expim 0J113j2(j6e-'5 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at. 7/ /5-"A Al' Senn 6 C44, ^1Y 14572 do hereby authorize ygvee-17 U6 PaO/- 1Q?1VJ-(1e' to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date y-im/—vt — &YIV Print Owner's Name 2 ti I 6UILDIN DEPARTMENT- ElectricalInspector TOWN OF SOUTHOLD '�`►- � �� Town Hall Annex- 54375 Main Ido t . Southold, New York ad - PO Box 1179 Telephone,(631) 11971-0959 765-18 ro err southoldtownn�. ov��F �X (63 i) 765-9x02 ial southoldtownn , o_v APPLICATION FOR ELEC ELECTRICIAN INFORMgTIpIV RICAL INSPECTION Company Name; (Ail information Required) L % v..� r c- -` Date, 1`6 -, Electrician's Name: ( - License No.: M r-_ 3 Elec. Pav hone No; Elec, email y c �,d etc c�v+c. Elec. Address.: Zi G Ins I.'I�,que 'tan email co-"" � ' � a Lj%'"o.,,p I've PY of Certificate of Corrrpliance JOB SITE: 1NF l� 5(a ORMATION Require 11 q S 3 (All Information ) Name; '\� '4 W 12:4-7', Zvi Address: U Cross Street: . ,. . R ° cc(4--o,--) ' 2 �c,,v 6, Phone No.: << Bldg.Permit#:_ _ 1 Tax Map District: 1000email: --- Section: v►nu ✓n O� Block: 0-2 1- BRIEF DESCRIPTION OF WORK, INCLUDE SQUAR F Lot: OOTAGE (Please Print.Clearly) ii Circle All That Apply; Squan. Footage: Is job ready for inspection?: Do you need a Temp Certificate?:• Y�J " NU []Rough li, Yt5 � Final Temp Information: NU Issued On (All information required) i Service Size❑1 Ph[]3 Ph Size: []New Service -'--�---A ' #Meters Old Meter# ❑Fire ReconnectC]Flood Reconnect[]5ervioe Reconnect t # Underground Laterals z ❑Jnclerg round[]Cy— er q Additional Information: H Frame Pole .Work done on Servia�? y N , i ; I PAYMENT DUE WITH APPLICATION l� iti BUILDIN� DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y y Town Hall Annex- 54375 Main Road - PO Box 1179 . �► •; Southold, New York 1'1971-0959 Telephone (631) 765-1802 - FAX (63.1) 765-9502 rogerr@southoldtownnv �se I southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRJ iAN INFORMATION (All Information Required) ( Da�t(.e(.Company Name: -TT-- L Name: � License No.: MWaocElecvn� enO M0- 1" v)� Elec. Phone No:r 3 1-352 --- --- 'G ?�S 1:ruest an email copy of C':ertificate� of Corrraiiance Elec. Address.: zr 12 u j tv,o,:-t o � tvl( !C sft� v,� ��j, . !I C.S 3 JOB SITE INFORMATION (All Information Require ) Name: i\,I r1 -r �'A Address: q C) R v (=1—a r-, l�(j c�c� I�-( Cif CL N Q Cross Street; -- Phone No., Bldg.Permit#: email: `( ate✓.a p�q- ►m( r�, Cc}v� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly® Square Footage Circle All That Apply: Is job ready for inspection?. YES NU Rough In C� Final Do you need a Temp Certificate?: a YES. NO Issued On Temp Information: (All information required) i Service Size Ph 73 Ph Size: �A : # Meters _ Old Meter# []New Service Fire Reconnect[]Flood Reconnect[]Service Reconnect[Dunderground 0C)verhead # Underground Laterals 1 DW H Frame Pole Work done on Service'? []Y _ DN Additional Information: . i PAYMENT DUE WITH APPLICATION , , Ste ' � � LOT 0, "SUBDIVISION MAP ESTATES �'>R' AT ROYALTON" r A y FILED 22 FEB,2018 AS MAP NO.12105 pct LOCATED AT MATTITUCK, TOWN OF SOUTHOLD, NOTES CO.OF SUFFOLK, STATE OF N.Y. ' I AC:ASPHALT SURVEYED:17 SEPT 2020 AP:ANGLEPOINT COL:COLUMN MAP a DATA PER FM NO 12105 DI:DRAINAGE INLET 'ESTATES AT ROYALTON* DL:DAYLIGHTTOP EP:EDGEOFPAVING ■ =CONC.MONUMENT TYPICAL FH:FIRE HYDRANT LS:LIGHT STANDARD • =FOUND 2'X 2'HUB TYPICAL Mel MAS:MASONRY f MOC.MIDDLE OF CURVE —=GUYWIRE {� OH:OVERHEAD LINES 0 =LAMP POST POB:POINTOFBEGINN/NG re,"UJILITYPOLE SCALE. 1'=30' PRC:POINT OF REVERSE CURVE SDMH.STORM DRAIN MAN HOLE ®-WATER METER SRF:SPLIT RAIL FENCE m.WATER SHUT OFF VALVE UTILITY POLE _ �.WOODEN FENCE WH ,\ WHF:WOOD HORSE FENCE \ WM:WATERMETER \ WSP WOOD SLAT FENCE \\ WSV:WATER SHUT OFF VALVE ,37.r4 \ TOE 11.03 NO `y \\\ T O 4 VO 42.24 / •p %•� 41.69 NO /5 68003.83 4255 etIDSEr 0 IC41.93 .,•�, Z A041.65 42.82 NG O A0. P� 1 12.74 NG nolz.os• R�10p•00 N6B U363 ./•� �BpYLDMO C43.25• 22 l��a PWNpIPp 702284 p n042,5e NG 43.38 �fOY pGev1' 35' o .41.61110 q H O ! 11 Ix CONCRETE 043.18 a 35' CURS PMWER ISDUVO 3.� 14.07 NO SCTM LOT 19.37 AC a3 &6X7.8 SMED W/DIESEL PUMP VAU CAP- N 17.2 a i ON Dr C 43.88 AO C 0 TO 44.03 "' AC 4373 44.87 NG .41.3b Al: / 44.31 NO N.48TC V 4�v / 40.23AC T e1N 11 W3I 44.54 NG1.Ox Mil\NI 15'10 \ 60. ys ry R ?3B, \ A 14 \ 'mss h 4S.82NG \ / L!J ^ 452810 \ . TfIEE OFFSETS OROIMENS/ONS SHOWN HERONFROM THE PROPERTYUNES TO STRUCTURESAREFOR A SPEOFIC PURPOSE 6 USE THEREFORE,THEYARE NOT INTENDED TO MONUMENT THEPROPERTYUNES OR TO GUIDE THEERECRON OFFENCES.AOOR70NAL S7RUCIURES OR ANY OTHERWPROVEIUNNr. uNau1NORIfFD ALTERARONS ORADDITMS TO TMS SURVEYISA WWTR OF Or B A LAND SAW116JIMOF NG! es.nua SECTION T2oS SUBOMSON 2DOFIRE NEW YORNSTATE EDUCATgNiAW.COPIES OF TMS SIAIVEY MAP AVT CONS THE ISURVEYORS wID:D SEAL OR EMsossED aPAI.SxAu.HoNormcoNSDEREDTO roDEA vwD mvE coPr. PETER A.GROSEN CERTIFlGNONSINDIGTEDNEREONSNAfLRUNONLYroMEPERSONFORWHOM LAND SURVEYOR NY LIC.50869 THESURVEYIS PREP D AND IN TTMON MT-REE il1lEOOAwANY,OOV- ERNMENTAGENDYANOlENDINO wsRTunDRLurm ORE ox.cmnlTrwTlDNs P.O.BOX 704 RIDGE,NY 11961 ARE NOi TRANSFERASIE TOAODTIIDNAL INSRRTRONS OR SUDSEDUENTOWNERS NORESPONS.SMASSU-D-Off DERSIGNFAFORANYSURFACE 631.849.4750 STRUCTUALE,AERIAL EASEMENTSSf IPSOACEUI/URES AND/OR srRucTUREs wOR oIMOPEASE14Evrs IP so PRowaeO. SCTM 1000-113-07-19.37 RECORD DRAWING THIS RECORD DRAWING HIS BEEN PREPARED,IN PART,BASED UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY TR T T TR6- 7p ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO R AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE LANDSCAPE ARCHITECT.THOSE RELYING ON THIS ITARNSON DESIGN RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. PLANTING NOTES New YaM1:NY IM17 phone:212357-0050 1. CONTRACTOR TO REVIEW ALL UTILITY PLANS AND UTILITY LOCATIONS IN THE FIELD,AND �ntloAWosianmm TPTP �{/ � / \ f VHFVBF SHALL NOTIFY LANDSCAPE ARCHITECT IF CONFLICTS WITH PUNT MATERIAL LOCATIONS Tp EXISTS. naw m A,/ \J i I•^ f' I 7.3' .- uz .,p, 2. REFER TO CML ENGINEER'S UTILITY AND GRADING AND DRAINAGE PLANS FOR UTILITY %', //' 1A.. 'I-•I I 1�^! �I I- I, I j j LOCATION AND DRAINAGE INFORMATION.REFER TO CML ENGINEER'S GRADING PLANS FOR .�tlr,wrrw.'tlo+tl..•emn�„� L;LJ�❑SIJ �I �^���' �1.,� "amu WAS•:' p cRAORRc INFORMATION.IF acruAL SITE coaomDNs VARY FROM wrar Is sxowN ON THE �,,., PLANS OR IF THERE ARE DISCREPANCIES BETWEEN THE PLANS.CONTACT THE LANDSCAPE e�,,,�tl' TFl1\, '�I � „ ' -N •/ ,1,\ I ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. ft a,L�• �`�' „• L� '��"', T; 3. VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS,CONTACT > LLiJ f"1w� C LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO COMMENCING WORK. sa°`1'Poe1ni1im° '^ TI `� BtM�- ' TP 4. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS.CONTRACTOR TO CONTACT VBF .,• t I `9 c. - LANDSCAPE ARCHITECT FOR RESOLUTION.FAILURE TO MAKE SUCH CONFLICTS KNOWN WELL TP VBF VBF I =E.1 \'f RESULT IN CONTRACTOR'S LABILITY TO RELOCATE SUCH MATERIALS CONTRACTOR TO _ -LJ �I IXM _ VERIFY EXACT GUANTLIL(5 OF PLANT MATERIAL NECESSARY BASED ON EXISTING CONDIIIgRS •' - [71" I H +��f(.i { }� AND EXISTING PLANT MATERIAL COVERAGE QUANTITIES ARE PROVIDED AS OWNER VBF t^ I'� 1_1 `Ftw BTM w�•' INFORMATION ONLY. F' '1 1� r I JIJ I j�J •§TL EKx �O 1{ 5. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR ANY KNOWN ISSUES WITH PLANT T T•� VBF VBF �L' I m EIfM j SELECTIONS SUCH AS LOCATION,SIZE AND SPECIES FOR RESOLUTION. FAILURE TO MAKE II\ TlaV �C I I+m, ` �•�` SUCH CONFLICTS KNOWN WILL RESULT IN CONTRACTOR'S LIABILITY. TR. ,p 2�i• b�—,p ' Y 6. TREES SHALL BE TAGGED BY CONTRACTOR AND REVIEWED BY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDATi1Y UPON AWARD OF GENERAL CONTRACT. PLANT MATERIA. �• I--�- ~ , Y "," SHALL BE GUARANTEED TO BE AVAILABLE AND MEET OR EXCEED REQUIRED SPECIFICATIONS VHF ®•. 1' 17-i t' 2P 1 3'-E' 16S T TR\\ VBF®•JF' NP. u = I r;; ON ESTIMATEDGATE of START of PLANTING. 7. CONTRACTOR SHALL SUBMIT FOR APPROVAL,PHOTOS OF ONE EXAMPLE OF EACH TREE r VARIETY-PHOTOS SHOULDINCLUDE A PERSON FOR SCALE PURPOSES.TREE SPEC.AND QUANTITY SHALL BE NOTED.SPEC.SHALL INCLUDE PLANTED HGT.,TRUNK CLEARANCE, WIDTH AND TRUNK CALIPER NURSERY SOURCE AND CONTACT SHALL BE NOTED. „ .4#P., -�. H. ANY PLANT DEEMED NOT AVAILABLE BY THE CONTRACTOR SHAM BE NOTED.COMTLICRIR 00 //I •1-\ �`ki.L` s.+;;Y'="+'�", ,,, y= TO OFFER A COMPARABLE SUBSTITUTE TO LANDSCAPE ARCHITECT FOR APPROVAL 9. MAINTENANCE PERIOD MAY NOT BEGIN UNTIL ALL SPECIFIED MATERIALS ARE INSTALLED. a;;C��':.(_•�'!L ___ '�?"R':"� Q';•;::'' :i�H x _a 10. RIS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANTMATERIALS FREE Of PETS O li ''�•L_._.' : i OR PLANT DISEASES J N 4 - , ,'+`� 1'" •��••��>.;I.` 1T ''�~^ 11. PRE-SELECTED OR'TAGGED'MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND 1 CERTIFIED PEST AND DISEASE FREE IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY \ >,}r;. f��---.+''j ' �-•-� ALL PLANT MATERIALS. Y ,,y C 12. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE PRIOR TO INSTALLATION FINAL O LOCATION OF ALL PUH'MATERIAL SHALL BE SUBJECT TO APPROVAL O } , _ .:�/��;'`. .*n,Y,.• ' � i j � 13. P11 OVER EXCAVATION REQUIRED TO MEET PLANTING SPECIFICATIONS SHALL BE DONE PRIOR TO PAVING IF PAVING WILL CONFLICT WITH EXCAVATION OF PLANTING PITS `/ LLI \ '' 14. PROVIDE JUTE MESH FOR ALL SLOPES 2:1 OR GREATER. /.L 15. STAKE ALL TREES A5 NOTED ON CONSTRUCTION DOCUMENTS. U Y V �1, Nrs vaLA wx \ 18. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND W CATS ,AJ.<Y SIZE DESIGNATED ON THE DRAWINGS "Z L— TP / Y O:� \•; ! � �i'• '�f 17. REMOVE ENTIRE WIRE CAGE FROM ROOTBMI_ r; 18. CUT AND ftFD/0VE BURLAP FROM TOP 1/3 OF BALL /\ Q 19. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. O 20. FINISH GRADES OF PLANTER AREAS SHALL BE 2 INCHES BELOW ADJACENT PAVING OR TOP U TEAR•�.�//�'^.�N _ .-.-.,I LJ .� OF WALL UNLESS OTHERWISE NOTED. TP / EIUd 21. CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND IDENRFlCAnoN. T 22. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CME AND IF BGf ` !✓/� \\ ' �S '{''(-7'7-�^0.'.`�.''':.� •'.'';•• "}^�} f,1 NECESSARY.BY HAND. THE CONTRACTOR ROARS FULL RESPONSIBILITY FOR THIS WORK ^�>� \ .(~� a3ff�%"'A Y•��'T'="yam=>+ •� AND DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO ^a:/' B01 / \\ A Irl`..::L- I— i, 1 .J,,.../ .L ":'1. .r-•rn EXPENSE TO THE OWNER r� r.. / EXM \�. �,j -5��'!'�,f`;�� II it .� L I �, �,�,a/.-.•.t•, :',�•.'.- •'75'�'j,=� ._, ._.-,ti..l� �`: ,:':�:%pc� ���I i j� :;;3[<�t1}may '�—. --'.•}: :,� LOT 8 PLANTING SCHEDULE QTY. KEY LATIN NAME COMMON NAME SIZE SPACING ! NOTES 'TYPE "r ,�J�•� �,,; 1 BN BETULA NIGRA iRIVER BIRCH 8-10'HOT. AS SHOWN CLUMP TREE -\\ <Ni/• 11\` S 3 UC LAGERSTOMEA'CATAWBA' CRAPE MYRTLE 3'CAL AS SHOWN MULnSTEM I TREE 9 PA PICFA ARIES ,SPRUCE 6-7' HGT AS SHOWN TREE 8> '�•`F-' 55 TPG THUJA PUCATA GREEN GIANT 7-8'HGT. 1 6'O.C. TREE 8 !BUD IBUDDLEIA DAVIDII'LO AND BEHOLD' 'LO AND BEHOLD BUTTERFLY BUSH #3 CONT. 24 O.C. SHRUB f 16 EKM•EUONYMUS KIAUTSCHOVICUS'MANHATTAN' I RATTAN EUONYMUS OYS CONT. 42'0-C. SHRUB 'Zy,_ ?; f 1 •:; , 15 HYD HYDRANGEA HYDRANGEA'UMEUGHT- f3 CONT. 30'O.C. SHRUB 13 HYA HYDRANGEA QUERCIFOIJA'ALICE' ALICE OAKLEAF HYDRANGEA #3 CONT. 42'O.C. I SHRUB \ 40 TM2 TAXUS iYEW 30'HOT. 24'O.C. HEDGE I SHRUB /� 6 TXM TAXUS X MEDA H.M. EDDIE H.M.EDDIE YEW 48'HGT 124'O.C./828 HEDGE SHRUB - / 11 VBF VIBURNUM 'VIBURNUM ®7 CONT. 48'O.C. SHRUB I 18 EPM ECHINACEA PURPUREA'MAGNUS' 'PURPLE CONFFLOWER �1 CONT. 18'O.C. PERENNIAL \, �:;;/„�i•,,. - 37 1 LIR JURIOPE MUSCARI BIG BLUE LJLYTURF $1 CONT. 18'O.C. PERENNAL 21 NWL,NEPL7A'WALICERS LOW' 1 CONT. .PERENNIAL LL`"-i �•`� .,,�,:.�; %':i%�,i'/ (WALKER'S LOW CATMINT 24'O.C. 7- .—I7�"`LS'�� GSii %;%� \ 127 PAH PENISETUM AL .cUROIDES'HAMEN' (DWARF FOUNTAIN GRASS #1 CONT 24'O.C. PERFNNAL �I�•. „'' \ 12-2022 \ pip \i •• / \ `\ AS SHOWN ATH 8 JLP eN JLP 204974.60 ® 0 4' Y 10' 32 tltle LOTS 6CALE:aOz•=r-m PLANTING PLAN pheal n,enpm L-1.001 CAST IRON FRAME & COVER IF UNDER PAVED AREA FINISHED GRADE 8' MIN. - 12' MAX. 24' X NOTES: BRICK LEVELING COURSE �� MIN -c CONCRETE COVER 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL PRECAST CONC. COLLAR 27' M 6' MINIMUM PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND AS REQUIRED MAX BACKFILLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN. PRECAST 2. AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE REINF. CONC. SUBSTITUTED WITH APPROVAL OF THE ENGINEER. DOME 4.0 PVC 3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS. MIN. SPER FOOT ® ® ® ®0 4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER. INVER ® ® ®O NON-SHRINK ® 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR ®0 GROUT FULL DEPTH. ®0 ' X 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND 0 AND IGRAVEL AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, a- COLLAR (TYP) o in W ALL AROUND �' a SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5) M rn PERCENT. W PRECAST REINF. C3 > CONC. LEACHING ~ RINGS U w W d W \y W ~ � = e' DIAMETER wa M> DRYWELL CALCULATION: _z BACKWASH FROM POOL 70 GPM @ 5 MIN. = 350 GAL. (47 CF) DRYWELL CAPACITY = 1,263 GAL. (168.8 CF) ,2! 3 i z 6' MIN, PENETRATION iu a INTO VIRGIN STRATA GROUND WATER of OF SAND & GRAVEL DRAINAGE POOL DETAIL NOT TO SCALE PREPARED FOR: MARRCON DEVELOPMENT CORP. 740 ROYALTON ROW MATTITUCK, N.Y. 11952 LO #8, TAX LOT 19.0 HM ENGINEERING P.C. DATE: 1010412022 NOTE: - ✓P � `v � Z � � SCALE: NOT TO SCALE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED SHEET: 1 OF 1 ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE P.O.BOX 914,EAST NORTHPORT,NY 11731 EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Fax:(631)980-7671 Email:hmamika@optonline.net DRYWELL DETAIL V ID OUT RAISED SEAL AND BLUE SIGNATURE • RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR,LICENSING,AND CONSUMER AFFAIRS COMMISSIONER ROSALIE DRAGO P.O.BOX 6100,HAUPPAUGE, NY 11788 (631)853-4600 ■r■nom---�rsa���...■�.r..++s....i.r.�■....r.r�. ■ . ._.......�■■■.u.. w_■...�._rs.r 'Baodaybate: ' .. ••- 03/28/2022 � . • .�.,__. .:....,_..._..••:.�,_._. .... .. ....._..� ... .. .... ....... _.. _. .. ... . .. Application: H-53211-REN01 ,License P H-53211 Application Type: Home Improvement License Renewal Receipt No. 443695 . Payment Method Ret'. Muumber Amount Paid Payment Hate Cashier 10 Comments Credit Card $400.00 0312412022 PUSUCUSER18722 ............I......■•...................• ... ........ ...rr........•....•.•...............•. Total: $400.00 .Contact.info.._........ �. _._ _._.._. _ _.y ... ... _ . Sil•WVE-ENVY`S-I�dOE:'SERVdCE{IWt✓'=....:.�._......�..... .... .. . _ _. KENNETH M SWEENEY 1740 CHURCH STREET HOLBROOK, NY 11741 Work Description: Labor,Ucenslnv a trotlfaumer Aft &.,>.T✓-..:alp-.;.}FL_ T UMNSE -�..�-;.. •> ..,� HOME iMPRQVOi:N y 4l KENNETH M SWEENEY _ eust"W3 Uwe 3 aenilles that the SWEENEY'S POOLSERVtCE INC mr is duty licensed :l+e County of surolk License Number:H-53211 Rosette 1ft90 issued. 0410312D14 Cornmiss mr Expo: 41112€324 �.;.".. DATE(M 9 28rr/2 z2 ACE )RO CERTIFICATE OF.L.IABIL,ITV INSURANCE, Tkil CERTIFICATE IS ISSUED-.A$ A:MATTER OF tNFORMATION ONLY AND CONFERS:NO RIGHTS UPON THE CERTIFICATE.HOLDER.THIS CERTIFICATE DOES.NOT',AFFIRMATIVELY OR NEGATIVELY AMEND,.EXTEND OR„ALTER THE COVERAGE AFFORDED.BY THE POLICIES BELOW. THIS.CERTIFICATE OF.INSURANCEDOESid0 f CONSTITUTE.A.CONTRACT BETWEEN THE ISSUING:-INSURER(S), AUTHORIZED RERRESENTATIVE.QR PRODUCER;AND THE CERTIFICATE HOLDER. IMPORTANT: !#the certificate holderiS an ADDITIONAL:INSURED,the policy(tes)must have-ADDITIONAL INSURED.provisions or be endorsed. If SUBROGATION tS WAIVEbj subject to the terms and conditions of.the policy,certain policies,may require_an'endarsement: 'A statement on this certificat0.dues not confer rights to the certificate holderin lieu of such endorsernent(s).. CONTACTqency Inc. 01ROpt10ER NAME'' DKM Insurance Agency 1pc, PHONE 63 383 52D0 � t µ 31 S=T64'�y One Rabro Drive,.Suite 11 EL coi dkrriinsilrance.com _ _ Hauppauge,NY 11788N irssuE soRDINo oovERAGE: NAiC u ATLANTIC GASLIALTY INS CO INSURER A INSURED. _ - <_.�.,.- .,.... . _�.... INSURER B'._, _• _..._- - ___�__ $WEENEVSPOOL SERVICE.INC. 1740:CHURCH STREET: IlasuRER d i _. - HOLBROOIt,NY 11741 INSURER E INSURER F': COVERAGES 'CERTIFIWE NUMBER: REVISION NUMBER: THIS IS f0 CERTIFY THAT THE.POLICIES.OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE'INSI.IRED NAMED ABOVE FOR THE POLICY PERIOD INDICATeD-. NQTWITHSTANDING:ANY REQUIREMENT,,TERM OR CONDITION OF ANY CONTRACTOR,OTHER DOCUMENT WiTH.RESPECT TO WHICH THIS CERTIFICATE MAY BE'ISSUED OR MAY PERTAIN;:THE.INSURANCE AFFORDED.BY THE POLICIES DESCRIBED. HEREIN.tS SUBJECT.TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH-POLICIES,LIMIT&.SHOWN MAY:HAVE BEEN REDUCED.BY_FAID.'GLAIMS: 1NS'R: ADDL$UBR F� — 4 { POLICY EFF POLICY EXP Limits LTR TYPE OF INSURANCE POLICY NUMBER � 41'M...=tvYYY MMtD tYYYY14. COMMERCIAL'GENERALLIABILITY �$ ,,(J),O, LS260o0337=t}: 8/07/2022 8/0712023 EACH I I pAgu E Ea cc arrence CLAIMS-MADE.t:Lj OCCUR I I } MED EXP.(Any nne persan3 �S � } PERSONAL a ADy IIdJURY� B '000000 GEN'L:AGGf2EGATE LIM17'APPLIES PER; GENERAL AGGREGATE Ems„ ;,5 � 2�OCJO OOO X PRO•. I ``I LOC. PRODUCTS.COMPlOP AGG Ij�CAP PALiGY 1 IECT,. .t OTHFt: _ COM INED SINGLE' IT $ . AUTOMOBILE LIABILITY Ea acctdsnf). BODILY INJURY(Per person) S ANY AUTO I �— OWNED. ! SCHEDULED i BODILY IIJ.iURY.(Pecacciiient) S AUTOS ONLY AUTOS ( PfiPE# FY DAMAGE 5 MRED NON-OWNED Ij t {Per aceidentl AUTOS ONLY AUTOS,ONLY 3II UMBRELLA LIAB' OCCUR EACH OCCURRIa NCE 5... EXCESS UAS CLAIMS MADE'4 AGGREGATE $ M QED REl TIONS I. $. WORKERS COMPENSATIONATUTE OR AND EMPLOYERS'LIAB1UTY Y f N. E.L.EACH ACCI DENT $ ANY PROPRIETORIPAR7NER0ECUTIVE' { I N I A I OFFICERIMEMBER EXCLUDED? '. I { E.L,DISEASE(Mandiatory in NH) EL.DISEASE--DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES.(ACORD 101,Additional Remarks Seboduie,muy be attached it more space la required} CEft FIi=KATE HOi:DERCANCELLATION. TOUOII Qf BOtlthOid ANY OF THEABOVE DESCRIBED.POLICIES BE.CANCELLED'BEFORE THE: EXPiRATTION DATE THEREOF, ;NOTICE WILL 'BE DELIVERED IN. 5437$��r_25 ACCOROANCE WITH THE POLICY PROVISIONS. Sauthoid,NY 11971 AUTHORIZED REPRESENTATIVE ' 01988-2015 ACORD.CORPORATION. Ail rights resented.: ACORD 25(2016103) The ACORD name and logo are registered.rnarks of ACORD Coverstar is the only company that builds in more exclusive design and manufacturing features ensuring We C - , strongest - strength and performance of its automatic covers. safety automatic Heat-sealed webbing for double the strength! Quality o Coverstar uses an exclusive,patentedcan rel, can rely on! '•�`+(, E process to heat seal webbing around a polymer bead and weld it to the cover in one step.Independent lab tests show Coverstar's webbing is over twice as strong as competitive webbing sewn to a cover! Coverstar automatic safety covers a re independently Mechanism engineered for unmatched reliability. I f If Our unique mechanism is engineered with heavy-duty components s Laboratories . -- and stronger ropes and pulleys than any others used in the _ powered safety _ industry.The extreme precision of the machined and laset requirements cut parts allows for smooth operation and many,many years oI hassle-free use. and Matedals(ASTIvi F1346-91), 4 _, -- _ - •Coverstar motors are completely sealed,using a proprietary method,to d are UL listed to an prevent water damage. meet all electrical and �.� safetystandards.-� •- •PowerFlex—Ropes act like a shock absorber and self-adjust during 0 _ operation for more reliable performance.And they're the only ropes that come with atwo-year no-break guarantee! - '�-•�_- - •Incredibly strong and durable fabric with advanced vinyl formulation and superior fabrication methods. �� •Mechanical torque limiter is adjustable to protect the motorized mechanism from too i1 much stress. ' _ - _----- '" j •Custom designed rope pulleys provide maximum reliability in the pool environment. PAGE 3 ..-�'- J tt lc We make it strong.We make it easy. I;gVERSTAR. T h e automatic choice for safety, savings and convenience. A backyard swimming pool is the ultimate source of family fun! But when it comes to children and pets,it is also the source of safety concerns. Fences and alarms help,but children can sometimes still gain access to an unsupervised pools.Coverstar automatic safety covers are child-proof,pet-proof and wild-life proof,so playtime comes with peace of mind-and they're backed by a lifetime warranty. • Strong protection-at the touch of a button! • Save on heat,water,electricity,and chemicals. • Less time cleaning...more time enjoying! Constructed using specially formulated materials,automatic safety covers can be effortlessly �\ opened or closed at the touch of a button.With their unobtrusive design,automatic pool `t covers deliver the ultimate in safety and convenience.Over time,the cost savings from heat loss and evaporation prevention,combined with the reduced chemical use will add up to the safety cover paying for itself. weather-proofThe .. pool in less than a minute.And it locks for secure access! PAGE 1 = d ty V a.f1• -7p .,�.F�•d - t CWe make it strong.We make it easyo The strongest name i n OVERSTAR automatic safety pool covers r WF �A----R--Il--l-l-#-��'"� - -'-1I�h��I��1l����������""°.�----•�,�4�R,��+��Ij���Oli'�. : -_ K �t � � z Automatic safety cover options for every need and every pool! Coverstar automatic safety covers can be applied to a broad range of pool designs and types. Choice of ten standard fabric colors*: Forest Green Charcoal *Many other custom colors and fabric weights available. Track Option Under track systems are embedded in the pool wall or mounted to the bottom side of rectangular pools'coping,allowing tracks to remain virtually r A'-• unnoticed.For a more integrated look,tracks can be built directly into the pool wall using track encapsulation. — -- Top track systems can be used with most freeform pools.The cover's drive Y system is installed under an aluminum lid or mounted to the surface of the deck. I Recessed track systems feature aluminum tracks that are recessed in the pool deck during the construction of the pool.The recessed track is flush Recessed Track with the top of the deck. r 4 ` II/(J l C� k Lid Options Classic Aluminum Lid,Flat Lid,Flush Deck Lid,and Walk-On Lid Coping Options p g 't Aluminum: Bullnose Inclined and Rounded Concrete also compatible for gunite and Aluminum Coping Reusable Concrete Coping Forms Bullnose Inclined Rounded Inclined Cantilever PAGE 5 - _� •a': r-, � - i make it strong. We make it easy.' VERSTAR man IN -r�•-�.1�^�"'` -w •} V 1.µ� a �J'^�:..,..�TY�`N`:>%,er.� n. }�' .+'MCL l.,:y�.',.R�.r4y •,y,,, _ _ dw.1: ` V"'¢'4. ._li. "` ty 'yt. 1Q�%FYf�'-ra•.4, '"� ry. .�;�- _'r- ,�, e,•'a *,, '+:;+,,,,�'' ro. e• {�.'•.Ri.-�!";•' ! lr"-';st°Yi't �u 1'x D4 fyr� . .. 787 Watervliet Shaker Rd.,Latham,NY(U.S.)12110 800-833-3800 1 lathampool.com 383 Elgin Street,Brantford,ON(Canada) N3S 7P5 ® coversta r.com 800-638-74221 lathampool.ca ©Latham Pool Products,Inc.2020.All rights reserved. L9967.20 3/20 mz 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 BUILDING CODE,TOWN TEMPORARY BARRIERS R326.4.1: MAIN DRAIN LINE OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. TO FILTER 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 REMAIN IN PLACE UNTIL 3.SECTION R326.7 POOL ALARM REQUIRED. A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. 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 FACES AWAY 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FROM THE SWIMMING POOL. 6.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE SKIMMER POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). FOLLOWING PERIODS: (TYP. OF 3) SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL;OR o S SECTION R403.10.2 TIME SWITCHES B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. I SECTION R403.10.3 COVERS 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN PERMANENT BARRIER R326.4.2: I I I I LIMITS OF THE EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 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 AWAY FROM THE 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND V OF DEEP END. SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON 9. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,000 PSI @ 28 DAYS. THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT 12" POOL 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL BENCH COPING DIAMETERS. COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3. SWIM-OUT TO PROVIDE 2 MAIN DRAINS WITH11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND CODE STAIRS TO CODE 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING WEATHER. TOOLED MASONRYJOINTS. STRAINER (VGB SAFETY ACT (SHALL BE OF PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS APPROVED DRAINS) NON-SUP DESIGN) 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOLAND SPA THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SAFETY ACT. SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL 14. NO DIVING EQUIPMENT PERMITTED. NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH. 15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN 17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 740 ROYALTON ROW,MATTITUCK,N.Y.11952.THE VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH. SUBJECT PROPERTY IS CURRENTLY IDENTIFIED ON THE SUFFOLK COUNTY LAND AND TAX MAP AS DISTRICT 1000, 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED ATTHE TOP OR THE BOTTOM 22.0' SECTION 113,BLOCK 07,LOT 19.37. WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). PROPOSED GUNITE 18.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 1- ALL LOCAL ZONING REQUIREMENTS. 3/4 INCHES(44 MM). SWIMMING POOL 19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES7. NG REQUIREMENTS: 20.0' 5'0, OR PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND 7.1.AALL GATES SHOALL BE SELF-CLOSING.IN ADDITION,NFIF THE SECTION GATE S 6.4.2.1 THROUGH R326.4.2.6 AND WITH THE LI A PEDESTRIAN ACCESS E H GATE,T GATE ALOPENAWAY AY FROM THE POOL. MARBLE DUST THROUGHOUT METHODS OF CONSTRUCTION. 3100 S.F. 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 MM)FROM 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 BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH (12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE, 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING A POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. € A 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE BARRIER REQUIREMENTS Of SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE 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 UNDERWATER SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF LIGHT (TYP.) 12" BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE POOL DECK TO SLOPE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. AWAY FROM POOL 2 WATER LEVEL 3" DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND MIN.. BULLNOSE DOWN FROM TOP OF b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR. COPING POOL OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION;AND APPROVED AS !mg (3) #4 BARS ' � ,', 6" FROST PROOF TILE BAND c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT CONTINUOUS BOND <. EVERY DOOR WITH DIRECT ACCESS TO THE POOL,OR BEAM ALL AROUND '♦�. �. 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG ASTHE DEGREE OF DATE: g.p, TIES 12" O.C. ,�' el' PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. 777 ,( PNEUMATICALLY APPLIED CONCRETE FEE:d /��l_l Ey: ! INLET ♦ : 1. #4 BARS ® 12" O.C. a: . `:• 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE NOTIFY BUILD!I:C DE=PARTMENT AT (TYP. OF 4) VERTICAL AND HORIZONTAL ` ' ' THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 < ' INCHES ABOVE THE THRESHOLD OF THE DOOR. 765-1802 8 APA TO 7M FOR THE �� ; FOLLOWING INSPL:�;TI 'J�: 40.0' . x. DIRECTIONAL INLET 2.5' WALL THICKNESS , 1•.:, 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED ASA BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE 1. FOUNDATION - T V`0 REQUIRED VARIES 6" TO 8" : SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 FOR POURED COI`;CRETE (6" MIN.) •� r." MARBLE DUST FINISH THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE Of THE FOLLOWING CONDITIONS SHALL BE MET: it?. ROUGH - FRAt,-it"k-3 & PLUivIDING ; : RADIUS VARIES 3. INSULATION 42'0' <•':". •••• 1' RADIUS ROUNDED CORNERS 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED . :{ (SHALLOW END) OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR FI'JAL - COt'ST IOfJ MUST #4 BARS 0 6" O.C. IN RADIUS 5.5' (MAX.) RADIUS ROUNDED 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8. AND VERTICAL WHEN WALL , �, ;• 2 CORNERS DEEP END) ! E COPAI'LE :.,J_• �..0' HEIGHT EXCEEDS 5' ENTRAPMENT PROTECTION R326.5: < LL CONSTRUGT�:,I, 3HALL MEET THE (ALTERNATE BARS) #4 REBARs - 12' ON REQUIRE^VENTS OF THE,CODES OF NEW . ' .• CENTER EACH WAY IN SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM YORK STATE. NOT RESPONSIBLE FOR :•,• <'?, MIDDLE OF SLAB (FLOOR) CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. -SIGN OR CONSTRUCTION ERRORS. NOTES: POOL PLAN. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE e<� f APPLICABLE. •• 1.THIS IS A NON-DIVING POOL. SCALE' 1:4 2.AN AUTOMATIC COVER IS PROPOSED TO BE INSTALLED ON THIS POOL. SUCTION OUTLETS R326.6: 8.5" 8"SLAB SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA.-SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATICVACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. 1.SUCTION OI ITLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. DEI CAL WALL SEC110N 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 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. NOT TO SCALE 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED CO[�O L�' WITH ALL CODEIS Q" 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: NEW YOB)` STATE C TOWN COD' 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR I , -, � ;�g Coy ;-)17!0�� 0� AS REQv 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. 42.0' 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 DRAWN THROUGH THEM ���tib PROVIDE )!r EXPANSION SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. "-NNING 5.,��,I 40.0' JOINT & SEALING AT --w--- - GENERAL NOTES: �r S.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT MORE THAN 12 INCHES RL'S l cCS DECK COPING (TYP.) 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS UNIFORM FIRE BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENTTO THE SKIMMER. -- BULLNOSE PREVENTION AND BUILDING CODE,INCLUDING THE SPECIFICATIONS IN SECTION R326. v r r-^ COPING 2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT. SWIMMING POOL AND SPA ALARMS R326.7: (TYP-) RETURN SKIMMER PROPOSED DECK BY 3.THIS PLAN PREPARED FOR LAYOUT AND SHELL STEEL ONLY. (TYP-) WATER LEVEL (TYP-) OTHERS APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. OCCUPANCY OR ~_ EXCEPTIONS: JSE IS UNLAWFUL 1.A HOTTUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. €I :;3 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 1 POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS NITHOUT CERTIFICATES o O o AND THIS SECTION. 3.8' I R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL. �F OCCUPANCY - I BOND BEAM IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED. _=;, (TYP.) R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. w 7.0 8" CONCRETE "'' R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. UNDERWATERFLOOR (TYP.) i �; ,.a-, }F.u,<•m. .,�a,... ;<,tq^: ate:;- a..� .� ,,..y.,.,�,ps e:;,..,:.�� �,.. " '.. z: ..yam. w..,:., ::... S ....:::: LIGHT <. c,.:... ..:.. ... zS 4 (OPTIONAL) ;;;I s, •• - ""`� `""` - I #4 REBAR (TYP. R ;;: . I,;.. ........:: o STEPS) RET r IN STORM WATER RUNOFF ' 3 ,3 . ' = = - PUR ;UP,NT TO CHAPTER 236 =. IW ..W y "€I 1 : OF iE TOWN CODE, I ...:;, 6 MIN.COMPACTED 3- -h Vis. s..;.. - GRAVEL a.., UNDISTURBED SOIL, COMPACT BASE 2 MAIN DRAINS WITH HYDROSTATIC RELIEF VALVE AND COLLECTOR TO 95% MODIFIED PROCTOR (SEE TUBE IN GRAVEL BASE STRUCTURAL NOTE THIS SHEET) 10.0' 14.0' 16.0' 1 1/2- TO WASTE HAIR & LINT STRAINER - PUMP 40.0' 0.5' 0,5' FILTER AUTO SKIMMER 2 MAIN DRAINS WITH NO. DATE DESCRIPTION BY POOL HYDROSTATIC VALVE PREPARED FOR: 117 BACK TO AND COLLECTOR TUBE 740 ROYALTON ROW PROPOSED SWIMMING POOL =' �5 •� El Y�� SECTION A-A POOL IN GRAVEL BASE MATTITUCK,N.Y.11952 FOR erNUPO C Pool TO CODE, 740 ROYALTON ROW (LOT #8) ,. UPON CO;�PLETION SCALE: 1:4 LOT#8,TAX LOT 19.037 'BEFORE"WATER" SCHEMATIC PIPING ARRANGEMENT OWNER/APPLICANT: SITUATED AT NOT TO SCALE MARRCON DEVELOPMENT CORP. MATTITUCK 740 ROYALTON ROW MATTITUCK,N.Y.11952 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK NOTES: 1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY. LOT#8,TAX LOT 19.037 S.C.T.M. DISTRICT 1000, SECTION 113, BLOCK 07, LOT 19.37 2.POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY WITH ANSI/NSPI-5 2003 REQUIREMENTS. ot,n.-ez ,In rntn , '0,) `v, HM ENGINEERING, P.C. P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 PHONE(516)476-5392 FAX(631) 980-7671 EMAIL: HMARNI KA@OPTONLI NE.NET r / � 7 �i THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE Z PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY a dDRAWN BY: HM SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT DATE: OCTOBER 04,2022 WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF STRUCTURAL NOTE: DRAWING NO.: RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL.A TRU/ISED ES HAVE DESIGN PROFESSIONALS QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. SEAL AND SIGNATURE IN BLUE S-101 THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHTACT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED. 17 U.S.C. ANY UNAUTHORIZED USE AND/OR 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