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HomeMy WebLinkAbout44894-Z �Q�OSUFF Town of Southold 11/20/2020 y� P.O.Box 1179 0 d' 53095 Main Rd Pyy�l �o'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41617 Date: 11/20/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 49805 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 70.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/9/2020 pursuant to which Building Permit No. 44894 dated 6/19/2020 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 Bartholomew H,Joseph&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OFHEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44894 9/21/2020 PLUMBERS CERTIFICATION DATED Ired nature aa�g acvTOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44894 Date: 6/19/2020 Permission is hereby granted to: --- Bartholomew ll, Joseph 400 Chambers St Apt 19A New York, NY 10282 To: construct accessory in-ground swimming pool as applied for. Must maintain minimum 10' rear and side yard setbacks. At premises located at: - 49805 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 70.-5-3 Pursuant to application dated 6/9/2020 and approved by the Building Inspector. To expire on 12/19/2021. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Bui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date.�(��9l V`��A New Construction: Old or Pre-existing Building: (check one) L/ S Location of Property: `7?SO �—U_tm CCcLa 6a_-g l (d House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ��t� Block Lot Subdivision c Filed Map. Lot: Perm `it No. q gq / Date of P��t. AppliiccaLnt: Health Dept.Approval: J NE1Y�J,dVJUfifd #i*tAl�cc A&roval: Planning Board Approval: / Temporary for: Request Certificates �/ checkk 9 p D' '� ( bffA L6I i SIN Piogtnos Fee Submitted: $ J U 6LiI xog'O'd Z096-99L(I£9)xUPaoli ureyAI SL£VS Z081-99L Q£9)ouogdaias, xouud IPH um0l, OIOyl� 08 At A lica ignature Builditiit Department Application AUTHORIZATION (Where the Applicant is not the Owner) L &LL-hOtt�'res�ding at 4,q T— (Print property owner's name) (Mailing Address) .4,k do hereby authorize d PL-XA (Agent) to apply on my behalf to the Southold Building Department. �UhPil i?.D"2c� ( r s Signatiue) (Date) (Print Owner's Name) pE SOUr�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Joseph Bartholomew II Address- 4905 Route 25 City Southold St: NY zip: 11971 Building Permit#: 44894 Section. 70 Block. 5 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA' Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 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 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment, Pentair Panel, Pump on 220GFI Breaker, Heater on 260GFI Breaker, Intermatic- Tranny, UV Filter, Pool Cover w/ Keypad Notes: Pool Inspector Signature: Date: September 21, 2020 S.Devlin-Cert Electrical Compliance Form As ho�agf soulyO� L461 1-I H I SVs� A141 N It d * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm NF'' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONTOO V [ ] PRE C/O REMARKS: DATE INSPECTOR �aoF sooryo —l �I Li [ /Llqi') V -- _ - - # TOWN OF SOUTHOLD BUILDING DEPT. ��yrnurm 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND `[ .]ANSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) PELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 1paol REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT.-, 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND YSULATIOW KING FRAMING/STRAPPING FINAL FX FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: PCJ�<,�C- 69 DATE INSPECTOR qdV 1 � OE SOUIyO�O # # -TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [- ] o4rESULA ON/C IN - [ ] FRAMING /STRAPPING FINAL 4e- j ] FIREPLACE &'CHIMNEY [ ],.FIRESAFET PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR i FIELD INSPECTION REPORT DATE CU1 MIENTS FOUNDATION(IST) o -------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) C .V3 r � ROUGH FRAMING& PLUMBING y Ul INSULATION PER N.Y. y STATE ENERGY CODE C> �► Ln� � FINAL v _ D Dr-r,16- YO �M x� i o - CLCI qto a© R C EI iG rn b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,201b Single&Separate Truss Identification Form Storm-Water Assessment Form liqContact: Approved ,20_6�1 U Mail to: Disapproved a/c Phone: Expiration ,20 - - Bui mg Spector 'APPLICATION FOR BUILDING PERMIT JUN _ 9 2020 Date 3 , 20 INSTRUCTIONS a.This-application MU S�T-W,completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for'inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 15 PAV (Signa ure of applicant or name,if a corporation) T L.�csx E("q '�eC���� M� J 19� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Oceoy\ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. //- J-/(09/0 Plumbers License No. Electricians License No. Other Trade's License No. ri'�?ic,uliT;i 4'' psi°+���f?s"ipLA 1. Location of land on which propogb'd'w,gt.kf-w,'ill�bb;"donee s House Number Street*"""'' ''� r` uHamlet County Tax Map No. 1000 Section 70 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work CvX © i (UQn A V,n ''col escription) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth i Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address, Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any, covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 16Q A VC ��� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing c ntract)above named, (S)He is the '__4 a �� (Cont tor,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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this LAUREN M.MCKISSICK �' `3 day of T-2-1 N 20 ZPublic,State of New Yolk No.01MC63423118 Commission ssiIExpi�C unt9► Notary Public Si ature of Applicant Scott A. Russel (7 rSUFQ � 5�C'��)]E� WWATIER, SUPERVISOR '2 MANAGEMENT SOLUMOLD TOWN MALL-P.O.Box 1179 uthold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �ly� p� Town of 1✓Co CHAPTER 236 - STORM'VVATER MANAGE,HENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS I'RoiE-c' iNVOLVE ANY OF THE FOLLOWING: Yes o (CHECK ALL THAT APPLY) � ❑ . Clearing, grubbing, grading or stripping of land which affects more ( than 5,000 square feet of ground surface. ; '. ❑ . Excavation or filling involving more than 200 cubic yards of material . } within any parcel or any contiguous area. ❑ . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑ . Site preparation within the one-hundred-year floodplain as depicted I on FIRM Map of any. watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the T iilding Department with your Building Permit Application. s.C.T.M. _: 1000 Date. A1'PI_ICnNT: (Property Owner,Design Profmiiornal W.— � � Section 131oci: Lot FOR BUILDINGf)C1>�\1rTNII�NT U-SE, 01\1121' `} Contact Inrormation (a3�- �= z®xsnoS 10 uA101 Date _ Property Address/ Location of Construcl) 11 _ �l n�jy - - — — — - — — - - - --- T y Approvcd for procmoing Buddinv,Permil s a.t/?___ .a R NT R6 Stormwater Man�gemen��fdqitic�fIT xO`I*O*d 4 6LiI Xo8'O'd ZOS6-�•U 1`� totmwater Manavemenl CoVgdTWRI ft r�d ZOST-99L(T£9)auogdaiaZ! Vorwwd to Engineering DepMr60} bl 5 FORAM . SMC P - ros i\-InY 2a11 OS Az��`®~ SSFFBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.'richertCD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 144riT14- Date: Company Name: �,,, W , (e(,T.4 ( C• Name: License No.: email: Address: 1320 (CEivlvely S`ou-F(-lot Phone No.: i - S- JOB SITE INFORMATION: (All Information Required) Name: AP TW 0 t Qm 6-tv Address: �,® N R0 Uu LP Cross Street: Phone No.: Bldg.Permit#: �5 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �<�� Circle All That Apply: n 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 1 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 Information: PAYMENT DUE WITH APPLICATION rp J U L 3 0 2020 ,�\I (P c�\ ,tea MAS TkT . J��a g�1FFD1,� BUILDING DEPARTIVIEN7- Electridal Inspecto„r,. . TOWN Oft SOUTHOLD Town Hall A_ nnex- 54375 Main Road, ,PO.Box 1179 i-'"'�' W.: �•.�~Y 3' . ,« _ Southold:NOWYM,111 71=X959,_ • Telephone (631) 765-1802 - FAX (631•) 765-9502 1 , c roper.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION rNameEQUESTED BY: i Tlt- Date: O 8-20 : 14- ompany Name: 3 �nLll email: 44f v License No.: a 2 yQQ . Address: ap ' d SO U rl oC Phone No.: )•- S- JOB SITE INFORMATION: (All Information Required) Name: Address: 20 U Cross Street: Phone-No.: - Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �/O0 J L lvt Circle All That Apply: Final Is job ready for inspection?: YES / NO Rough In Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) A Meters Old Meter# Service Size 1 Ph 3 Ph Size: # 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: I� w PAYMENT DUE WITH APPLICATION 3 0 2020 '��� o-O c6� yJ�„J cenl Pr w Y ey �J Hcvlllu � 2r° � ��� vv THE AREA OF THIS PROPERTY IS 23,577 S.F. OR 0.541 ACRES U �J �� 1 p. LAND NOW OR FORMERL Y OF CO PAUL & STEPHANIE LEONARDO i o� w08'40" E 189.06' u 9 W " 9 7•S+ S 85 5 IQ `PAYT ap INS qr, dCAR CEd �OONC. 09'W "CTM O 19 0? ' R 4 7 FC ' ONLINE N/S �• AY .•'^•W i y ` PERCO(A ' 14.4.2, bf BRICK ROOF 27.7' J m PADOey DECK 1 7249805woo 2 STORY- " FRAME d D'071 I JAR VEIUJN 44- �/CFC r1.4'E 4 ,�q 'a �BPoCK 9"" M M gTEp�SO �� 1,dW C `C E �OIN�S I�1o•# ADE�FEy_' 11.9'N O SSE E 2J'0'6E '241; 1'9'5 8 2 '-1 JAN rFC I S1ONE NON. ORIYEK'AY ' ® ® LDA NOW R FORMERL Y OF AND ✓AP SLOTK/N N l j_LF Zr o v� N, CERTIFIED TO: — NE j Joseph Beal Bartholomew Il ®iNERY LA Stephanie Ashley Bartholomew (AOW&Y POND) t ` ' ' ;•, Fidelity National Title Wells Forgo Ban, NA, 1SA0A. GUARANTEES/ND/CAIED SHALL RUN ONLY TO 1HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. NO. 1000 — 70 — 5 — 3 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: SOUIROLD TOWN OF:SOUTHOLD Surveying and Land Planning 12 Win Place SUFFOLK COUNTY, NEW YORK Lake Grove, N.Y. 11755 DATE: 8/9/20!7 JOB NO. G17--3134 SCALE: 1" = 30' GaryBenzLS®Yaboo.com / (831) 648-9348 TH£EX/SlDVCE OF RICHT OF WA WETLANDS UNAUTHORIZED ALTERATION OR ADDIAON TO COPIES OF THIS SURVEY MAP NOT BEARING "EANDAND OREASEAIENT3 OF REGARD lF ANY, THIS SURVEY IS A VIOLATION OF SEC77ON 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL 1 V- APPROVED AS'NOTED p DATE:.- B.P.# 0 RETAIN STORM WATER RUNOFF FEE:, - ., vE ft` PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AM' TO 4 PM FOR THE FOLLOWING.INSPECTIONS:- 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.'ROUGH-- FRAMING & PLUMBING 3: INSULATION. 4. FINAL,-, CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF NTNG BOARD SOAGWOW4;RUSTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ° Name: 16" X yo RECTANGLE 6" RADIUS adlvlslonof Number: 1636fRECT Cle ardlnai Systems,Inc. 250 Route 61 South,Schuylkili haven,PA 17972 a 570-385-4733- fax:570-385-13'@8• CustomerService@CardinalSystomsinc-COM ��— 16' 4 8, 4 \ / 4' 8 - - - - - -( 8' USE "A" FRAME BRACE AT -I -I 6' PANEL JOINTS AS SHOWN 4 1"-- 8 �'I� 4' I I r - - Z � J 8' \ �' w D \ ~ W 3 / \ U \ Yp yon w 14' � \ o \ a' 8' \ o U SAFETY 1' 8' ROPE 8' 12' 4' 8' 43'_4„ ' I ft�— J r PANELS TO BE REMOVED WHEN USING STEP OPTION STEEL STEP OPTION#1 PLASTIC STEP OPTION#2 11 5 1/4 5 1/4" to 4' 4 16' STEEL STEP SPSX316OXXXXXX 8' PLASTIC STEP 3' Deck Area: 340.0 SO.FT. 4' Deck Area: 400.0 SO. F1`• Caail® a: 21,600 a Perimeter: 104'-0" a Area: 576.0 SQ. FT'. Date: 2/1)5/1in flex 3 .. D 1 ,gyp r� CardlnaiSystemslnc.com Sheet:Seale: 1/0""= 1" 1 OF 2 This Information is the confidential property of Cardinal systems,Inc.Disclosure or duplication without proper written approvaB Is strictly prohiwhic bltea Acceptance and use of this drawing constitutes knowledge and acceptance by the user of the terms and conditions set forth In the notice and warning accompanied this drawl ng Is Incorporated herein and made part hereof and is found on Cardinal systems,inc's website at www.Cardinaisystemslnc.00i id Name: CONSTRUCTION DETAIL SHEET A RUING LINER STEEL POOL F� edivlslon of Number: CNgDET-S TEEL Cardlrtal Systems,Inc. 250 Route 61 South, Schuylkill Maven, PA 17972 ® 570-365-4733 © fax: 570-335-1315 © CustomerServiceCa-)CardinalSystemsinc.corn CORNER BRACKET 3/8" x 1" BOLT WITH THE CONSTRUCTION METHODS ILLUSTRATED APPLY 11P�� NUT & 2 WASHERS - - - _ ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL (TYP 14 EA. CORNER) r - SOIL CONDITIONS ARE ENCOUNTERED (I E. HIGH ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES OF THE I METHODSPOFEL ANY CONSTRAUDCDTION AL AREPRECAUTIONS HERESPONSIBILITY PONSIIBILITY 3/8" x 1" BOLT WITH I I BIG VEE OF THE CONTRACTOR. (NOTE DECK SUPPORTS ARE NUT & 2 WASHERS I I 6" RAD_ INSERT OPTIONAL) (9 PER JOINT REQ'D.) RADIUS CORNER POOL DECK INSTALLATION COPING I VARIES C REfECDECK PAVER WALL - STEEL 14 GA. TYPICAL CORNER DETAIL j W/2oz (G235)GALVANIZING (RECTANGULAR POOLS) 00 3/8" x 2 1/2" BOLT 1Y/NUT \> r- 0 MIN. 6" THICK CONCRETE COLLAR CURVED CORNER REQ'D. AT BASE OF WALL PANELS RE1NF. ROD SUPPORT SCK:\ COPING DRIVE PODS THROUGH BRACE TIE HOLES IN PANELS SUPPORTMAY BE INTO UNDISTURBED EARTH. POST BOLTED TO THE ANGLE - -- - 2" SAND OR VERM. CONC IN ANY OF THE PRE- PUNCHED HOLES.TYPICAL WALL BRACE ASSEMBLYLCORNER 3/8" x 2" BENT BOLT UNDISTRUBED W/NUT & 2 WASHERS EARTH (7 PER JOINT) BACKFILL TO BE SAND, GRAVEL TYPICAL CORNER DETAIL OR OTHER NON-EXPANSIVE MATERIAL CONCRETE DECK REQ'D (GRECIAN POOLS) WITH THIS TYPE OF INSTALLATION TYE. LINER INSTALLATION DET RIM-LOK COPING PLANNING NOTES: #12-14 x 1" SELF DRILLING EXTRUDED ALUMINUM SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE FASTENER (18" O.C.) FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE SURROUNDING GRADE PROVIDE SWALE AROUND UPHILL SIDE OF DRAIN. VINYL LINER SURFACE WATER AWAY FROM POOL. (HUNG) CONCRETE DECK SHOULD SLOPE MIN 1/4" PER FOOT AWAY FROM POOL. ®ate: 3/11113 PLOT PLAN FURNISHED BY OWNER TO SHOW POOL LOCATION AND ENCLOSURE. rail =Tip ELECTRICAL, PLUMBING AND FENCING TO CONFORM TO Drawn By: SHAWN POOL WALL PANEL ALL CODES. RIM—LOK COPING DETAIL OPTIONS EXTRA IF REQ'D. BY SITE CONDITIONS OR Scale: NONE WHEN SPECIFIED BY OWNER. � AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED. 91ir OPTIONAL STAIRS OR LADDER Card lnalSystemslrlc.com 00d 9+�C) L POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT To JUL - 1 2020 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE, TEMPORARY BARRIERS R326.4.1: TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. Tdd1ETG DFPT 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 CQN, • •;RUCTION AND•,,s.�?O D 3.SECTION R326.7 POOL ALARM REQUIRED. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. ` ' 'i 11'., , , ' '70 VINYL OVER POURED 4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM ABOVE GRADE MEASURED ON THE SIDE OF THE 5.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. ) CONCRETE STEPS & R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER SUNDECK POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: 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 SECTION R403.10.2 TIME SWITCHES POOL;OR SECTION R403.10.3 COVERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2: WITH ALL LOCAL ZONING REQUIREMENTS. B.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER 4' SPA SAFETY ACT. THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER $� 9.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING CONTINUOUS CONCRETE 10.BACKFILL MATERIALTO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP SUNDECK 80 WALL (SEE DETAIL THIS 11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH SHEET) 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. 13.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN SIX(6) 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. ON THE POOL STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 18' A ( A 14.NO DIVING EQUIPMENT PERMITTED. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING PROPOSED 15.POOL TO REMAIN PERMANENTLY FILLED. POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE 16. 8, 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 49805 MAIN ROAD,SOUTHOLD,N.Y.11791 INCHES(44 MM)IN WIDTH. FT VINYL SWIMMING POOL ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 18.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR HORIZONTAL MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 640 S.F. DIAMETERS. MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1- 3/4 INCHES(44 MM IN WIDTH. 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED 1'-2" (TYP.) ATTHE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORETHAN 1-3/4 INCHES(44 MM). 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, REQUIREMENTS: LINE OF �� 4' TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD, COPING �/� PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAY FROM THE POOL. BENCH/ SWIMOUT OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 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 2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE, MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION. 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 3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. 40' JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THATTHE WALL OR WALLS MEETTHE SPECIFICATIONS,LATEST EDITION. APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 4. ALL FILL/BACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN 42' DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE OTHERWISE NOTED. 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 ITS SCREEN,IF PRESENT,ARE!OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND 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.OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASSTHROUGH POOL PLAN THE OPENING WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION;AND C.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT NOTE: EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SCALE: 1/411 = 1'-0" THIS IS ANON-DIVING POOL SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE 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. 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER 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 CONDITIONS SHALL BE MET: 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 OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR 40' 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. 3'-10" ENTRAPMENT PROTECTION R326.5: SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, SHALL BE PROTECTED AGAINST USER ENTRAPMENT. CONC- TRACK FOR 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/ ? !'- " DETAILETHIS SHEETE WALL T) E VINYL LINER APSP/ICC 7,WHERE APPLICABLE. ( STEPS VINYL LINER SUCTION OUTLETS R326.6: I. = 10"e FOAM PADDING _ _ I SUCTION OUTLETS SHALL BE DESIGNED - 3,500 PSI PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA SINGLE-OUTLET SYSTEMS, CONCRETE SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, Ile SHALL BE PROTECTED AGAINST USER ENTRAPMENT. - --j I 1.SUCTION OUTLETS MAYBE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI APSP/ICC 7. I_ 3 _ I _ . 'TT 2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASMEA112.19.8,OR AN 18 INCH X 23 INCH 1 I I M. I j I( j a 34 POOL IAND SPA SINGLE-BY 584 MM) OR MULTIPLE-OUTLET IN GRATE OR LARGER,OR AN APPROVED CHANNEL CIRCULATION SYSTEMS SHALDRAIN L BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF UNDISTURBED EARTH SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST -_ _7 - #4 REBAR TOP, -'` - i-! - ! - ' -V• ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: 2" SAND BOTTOM MIDDLE&BOT. 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR TAMPED & ROLLED I- -;;' -! I -1 -; - W T _ 48 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 e d MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED 16' 14' 6' 4' c: #4 REBAR SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR EVERY 2'O.C. PUMPS. VERTICAL 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES 2"BOTTOM AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENTTO THE SKIMMER. MATERIAL SWIMMING POOL AND SPA ALARMS R326.7: APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, SECTION A-A 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. SCALE: 4 = - TYPICAL WALL DETAIL EXCEPTIONS: 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. SCALE:3/4"= 1'-O" 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346. NOTES: POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE 1.WALLS SHALL BEAR ON UNDISTURBED SOIL MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE 3.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER SURFACE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE NON-EXPANSIVE MATERIAL SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED. R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. FILTER R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. PUMP 2"0 TYP. SKIMMER 1 1/2"TO WASTE HAIR&LINT STRAINER NO. DATE DESCRIPTION BY PUMP OWNER: PROPOSED SWIMMING POOL PLAN DUAL MAIN DRAIN WITH Bartholomew Residence 3.0' STRAINER(VGB SAFETY FILTER AUTO SKIMMER 9805 Main Road BARTHOLOMEW RESIDENCE (MIN.) ACT APPROVED DRAINS) Southold,N.Y.11791 49805 MAIN ROAD SITUATED AT APPLICANT: SOUTHOLD SWIMMING POOL POOL DUAL MAIN DRAIN WITH Bartholomew Residence 49805 Main Road TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK BACK TO POOL HYDROSTATIC VALVE AND COLLECTOR TUBE Southold,N.Y.11791 IN GRAVEL BASE S.(C.T.M. DISTRICT 1000, SECTION 70, BLOCK 5, LOT 3 FILTERED WATER SCHEMATIC PIPING ARRANGEMENT H M ENGINEERING P.C.RETURN, NUMBER OF NOZZLES VARIES PER NOTTOSCALE POOL SIZE ��j✓ P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 j,nPHONE(516)476-5392 FAX(631)980-7671 MAIN DRAIN PIPING SCHEMATIC c{J WWW.HMARNIKA@OPTONLINE.NET NOT TO SCALE NOTE: THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE DRAWING CONFORMS TO ANSI/APSP-7 SUCTION ENTRAPMENT PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY AVOIDANCE CODES. / DRAWN BY: HM PROJECT NO.: 20112 SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT ?j�Z alb DATE: JUNE 13,2020 DRAWING NO.: WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY 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 PROPERn'OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHTACT, S-101 17 U.S.C. ANY UNAUTHORIZED USE AND,/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL TRUE COPIES HAVE DESIGN PROFESSIONALS RAISED SEAL AND SIGNATURE IN BLUE EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF 1