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HomeMy WebLinkAbout42140-Z ��o�OSUFF04ea�� Town of Southold 2/13/2019 P.O.Box 1179 a - 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40203 Date: 2/13/2019 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2620 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 27.-3-2.3, Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/3/2017 pursuant to which Building Permit No. 42140 dated 11/13/2017 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: IN-GROUND SWIMMING POOL, FENCED TO CODE, AS APPLIED FOR The certificate is issued to Fuhrmann Brian T Trust&or of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42140 02-07-2019 PLUMBERS CERTIFICATION DATED ut o ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '�y • 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#: 42140 Date: 11/13/2017 Permission is hereby granted to: Fuhrmann Brian T Trust 3201 Vista Dr Manhattan Beach, CA 90266 To: construct an in-ground swimming pool as applied for. At premises located at: 2620 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 27.-3-2.3 Pursuant to application dated 11/3/2017 and approved by the Building Inspector. To expire on 5/15/2019. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: I $300.00 uildi /ins ctor 0 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 neve 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. October 24, 2017 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 2620 Orchard Street Orient House No. Street Hamlet Owner or Owners of Property: Maria Marill & Brian Fuhrmann Suffolk County Tax Map No 1000, Section 27 Block 03 Lot 2.3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: , Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature pF SOUjy®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road • Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 '®ly® � �® roger.riche rtCaD-town.south old.ny.us ®UNT9, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fuhrmann Address: 2620 Orchard St City: Orient St: New York Zip: 11957 Building Permit# 42140 Section- 27 Block- 3 Lot 2.3 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 Only 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 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment In ground swimming pool to include, bonding, control panel, 1-pool pump, 3-GFCI circuit breakers, low voltage pool lights,gas pool heater,salt generator,cover motor, 1-GFCI recpticle Notes: Inspector Signature: Date: February 7 2019 81-Cert Electrical Compliance Form.xls OF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION 2 ,0 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE C R INSPECTO ql*to �aOF 50U1�o �o �o # TOWN OF SOUTHOLD BUILDING DEPT. 00um, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULA;OV� [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] AULKING REMARKS: l fl r�� 6 y �31l1 -b &m .11 a. L tru tJZ4)&. -n ctoy, &VA-L)I- QlV T v n u, - / q 0`� e�✓1xS Citi '15 DATE INSPECTOR pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. • io °`ycou766-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULA T ON [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6r) t DATE l ` INSPECTOR �' � .•� 1 ; :;��� - ar � — v �e» —�.- � :' .� K. M �. �` d'-- ^� �..�n- �� '� ��., td' --ter. 'r,'- - �,A a� f -�r �� y �� ►���� .r., _ r _ M P .`� S•• M- ulY:s. IL sk i -$•-.,14+�,:.+i6. ` w 21,„ x e , rt P 4 A i s k• !,f ,r A .1 u ^-�' ". . _ -•. �� _ r. ... - � � fes' ,�,, _. `fix;'• eM-, 4 _.tea \A ' . a < • .-s .� !< �� \\. .. �..r•+ate �j�f 4C ,T ' T a{ , a _ t. -.... ..._•-.r,�--�. .. �... •..,.,•• ...�' � •� _, • �a .. 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' 1.�\ +. �Q'` ►►►,,,jjjs 1 J Ste' 77, .. ':> .f �; „�`# `$_fat R, yla. ${�"i � �•`k'�T��+,ie',� -'p��,1�T�`t' � � { r,' '••�k -'' �t `�ti•• c�I °� i J+qy}. �,•' '._a �7!' ,� ,""r 1' 3-� .�`�,ti�R��`r t`\�`: �t 1� FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(IST) d y -------------------------------------- FOUNDATION (2ND) �7 z �o ROUGH FRAMING& . Qy PLUMBING . 1 W e r INSULATION PER N.Y. STATE ENERGY CODE v 1 (V$f +N ft N • — ` FINAL l ADDITIONAL COMMENTS arioq77 5 4 i-1 1 qt 61 o &r-�&-Wo fe-4g----Gl< fez m � o viz d b H I 4 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 SoutholdTown.NorthFork.net PERMIT NO. x-14 Check Septic Form N.Y.S.D.E,C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form 'k Contact: Approved V� ,20 Mail to: Tom Samuels Disapproved a/c 25235 Main Road, Cutchogue Phone: 631 734 6405 Expiration 1 20 D ut ing Inspe or OV 3 AMI ON FOR BUILDING PERMIT Date October 24 , 2017 F ����DE �• INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Tt*04 . (Signature of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Maria Marill & Brian Fuhrmann (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:'- 2620 Orchard Street Orient NY 11957'!-i`_ { -''` t House Number Street -q f; sem; ?I Hamlet , 27 Fi . r County Tax Map No. 1000 Section Block "03' Lot 2.3 Subdivision Filed1VIap'No: ''' _'' '' Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a, Existing use and occupancy Single Family Residence b. Intended use and occupancy Swimming Pool and Terrace 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Swimming Pool 4. Estimated Cost 100,000 dollars Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units na Number of dwelling units on each-floor na If garage, number of cars na 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. na 7. Dimensions of existing structures, if any: Front na Rear na Depth na Height na Number of Stories 1g' Dimensions of same structure with alterations or additions: Fro, Rear; Depth na Height nn Nu , r ofeStories . .na ° ;i4ia a, " Vi)I"a 8. Dimensions of entire new construction: Front 45' Pool Rear 45' Pool Depth Pool Height Number of Stories 9. Size of lot: Front 128.2' Rear 143.5' Depth °�gk28' " � i r ° 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO_X_Will excess fill be removed from premises? YES X NO Maria Marill/Brian Ful�r ann Manhattan Beach 310 600-0075 14. Names of Owner of remises ress 3201 Vista Dr. CA 90266 Phone No. Name of Architect fom Samuels Address25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAYBE 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 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 y day_of Y-MC-STATE OF NEW YOR 0�0�7 No.01 MC6342308 Notary Public ed in Suffolk Cou Signature of Applicant My Commission Expires May 23,2020 Scott A. RussellS`]F01KMWA\&-`]F1E1R... SUPERVISOR N,. A- MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 "o 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATEWMANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLWWING: Yes No (CHECK ALL THAT APPLY) E][3 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or f illing involving more. than 200 cubic yards of material within any parcel or any contiguous area. ❑[:] ;C. Site preparation on slopes which, exceed 10, feet vertical rise to 100,feet of horizontal distance. 0 0 ,1). Site preparation within 1'00 feet of wetlands. beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted 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 inc,ludes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above; STOP! Complete the Applicant,section,belowmith your Name, Signature, Contact Information, Date & County.Tax-Nap.Numbei! Chapter 216 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 Building Department with"your,Building Permit,Application. '---- ' - - " ! APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) &C.T.M. 1000 DateDistrict 10-24-17 NAME. Tom Samuels,Architect 27 03 2.3 (NMO Section Block Lot TANA& 'DE'P'A'T' MN'-T*'(fk ONLY FOR Contact Information 631 734 6405 rrd,ph..N..b,0 Reviewed'By: — — — — — — — — — — — — — — — — — — V Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 26 Orchard Street, Orient,NY 11957 Approved for processing i Building Permit. Stoirriwater Management Control-Plan Not Required. --- — — — — — — — — — -- - — — — — — StormwaterManagement Control Plan is Required. (Forward toEngineering Departmentfor Review.) FORM-#—SMCP--TOS'MAY 2014-- ffQL,r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � � �aq� Telephone (631) 765-1802 - FAX (631) 765-9502 1 roper.nchert(a-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: �F, } Date: );`-I 43 Company Name: E r C Name: lCciTl+ L-,,ense,,.a.: 110011 - ME email: /fAfi eacl -110a Address: 1:9 e p ov Phone No.: 61ti _ JOB SITE INFORMATION: (All Information Required) Name: MA12m ,y,v Address: o 0 ov f-- Cross Street: Phone No.: ( - �- Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: EF DESC WORK (Please Print Clearly) p qa 140L �0�6L 40USC- 0E-FAC(f� 24 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 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 00 \o� A Request for Inspection Formals Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 October 24, 2017 Southold Town Building Department Main Road Southold, NY 11971 Re: SWIMMING POOL Marill Fuhrmann Residence 2620 Orchard Street, Orient, NY 11957 I hereby apply for a Building Permit for a new accessory SWIMMING POOL and surrounding terrace at grade at the Marill Furhrmann residence. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels strong.We make it We make it easy- Everyday protection for IL CdVERSTAR your family... Automatic Safety Swimming Pool Covers at the touch O •• �r - -__�4 =- of a button! fit` Valk , behIndeverypool y- i 4 r r r l i rr - • WPr V' iL OWe make rt strong.We make it easy" vEnsmn- T h e automatic choice f o r 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. No parent can be watching over the pool every minute.No fence or alarm can prevent a child from getting access to an unsupervised pool.A Coverstar automatic safety pool cover can! Strong protection -at the touch of a button! Simply flip a switch,and your Coverstar automatic safety cover will create a barrier over your pool that no child or pet can penetrate. Custom-built to fit your pool perfectly and manufactured from best-in-class materials,Coverstar is the best protection available for your family and your pool investment! 0 Save on heat,water,electricity,and chemicals. A Coverstar cover acts as a passive solar heater,increasing the temperature of your water by eight to10 degrees.It also reduces evaporation of water as well as consumption of chemicals. Less time cleaning...more time enjoying! A Coverstar cover keeps dirt and debris out of your pool.Time spent cleaning out dirt and leaves and putting in new chemicals is almost eliminated! a The weather-proof toggle switch opens or closes your pool in less than a minute.And it locks for secure access! ~yam•�� �� y I I., ��sv r - Valar I[4 ...�- PAGE 1 �,;,.a { �,;'y. 2� «�� • { `5` t arty .1'1.4. �;, _yy.*.;.�y,. r� « 7' Coverstar delivers big savings... �. 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Heat-sealed webbing for double the strength! , , Quality you Most automatic cover manufacturers can rely on! sew webbing material wrapped around rope to the cover.With this method,the webbing often fails ) , before the fabric does.Coverstar uses STRONG an exclusive,patented 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 til coversty are I independently- Mechanism engineered for unmatched reliability. Laboratoriescertified by the Underwriters exceed Our unique mechanism is engineered with heavy-duty components powered • - and with ropes and pulleys that are stronger than any others used requirements setby in the industry.The extreme precision of the machined and laser JSociety' Testing cut parts allows for smooth operation and many,many years of • Materials(ASTM F1 346-91), hassle-free use. • • _ UL listed to meet all electrical and safety • Coverstar motors are completely sealed,using a proprietary method,to standards. prevent water damage.Other less reliable means of water protection could mean an expensive motor repair. • PowerFlex'"Ropes act like a shock absorber and self-adjust during operation for more reliable performance.And they're the only ropes that come with a two-year no-break guarantee! ew • Incredibly strong and durable fabric-advanced vinyl formulation and superior fabrication methods make it top of the line. • Mechanical torque limiter is adjustable to protect the motorized mechanism from too much stress. VAX • Custom designed rope pulleys provide maximum reliability in the pool environment. PAGE 4 ..!�.c#6r;••—vim• -�"` 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.Options include: Choice of eleven standard fabric colors: Many other custom colors and fabric weights available. Guide Options Underguide systems are embedded in the pool wall or mounted to the bottom side of rectangular pools'coping,allowing guides to remain virtually unnoticed.For a more integrated look,guides can be built directly into the pool wall using guide encapsulation. Topguide systems can be used with most freeform pools.The cover's drive r '44"{ / system is installed under an aluminum lid or mounted to the surface of the deck. AqV Recessed guide systems feature aluminum guides that are recessed in the pool deck during the construction of the pool. The recessed guide is flush with the top of the deck. Topguide i Lid Options Classic Aluminum Lid,Flat Lid,Flush Deck Lid,and Walk-On Lid Flat Lid Flush Deck Lid Options Aluminum: Bull-Nose,Inclined,and Rounded Concrete(also compatible for gunite and Y mkt 1 fiberglass pools):Inclined and Cantilever CopingAluminum Bull-Nose Inclined Rounded Inclined Cantilever PAGE 5 `" r V T y r— 4, Auto and SAM-the Coverstar team! x Protecting your family with the best-built Solid, Mesh and Automatic Safety Swimming Pool Covers! li F , AUTO and SAM are COVERSCD'VERSTAII@ FETY COVERS� P. 10 OIL ��rCr 4C A � r I a //`�\\] / THA�`�A',- 787 Watervliet Shaker Rd.,Latham, (U.S.)12110 800-833-3800 1 lathampoo1.l.com behind everypooi 383 Elgin Street,Brantford,ON(Canada) N3S 7P5 ® cove rsta r.co m 800-638-74221 lathampool.ca ©Latham Pool Products,Inc 2017 All rights reserved L9967.17 10/17 cf AM We make it strong.We make it easy.- OVERSTAR6 Coverstar Automatic Covers and UL /ASTM standard F 1346-91 All Coverstar cover systems including the Eclipse(CS 1800 SS), CS1800 (CS 1800), Leading Edge (CS 1800 LE), CS 1800 SwimWise(CS 1800 SW), Omega(CS 1800), CS3000 (CS 1800)are UL listed (UL certification listing is show_ n in parenthesis). All meet the ASTM standard for safety covers as specified in ASTM standard F 1346-91 when they are installed and maintained properly according to the installation and homeowner instructions which have been provided by Coverstar. On several different occasions,the Coverstar covers, both automatic and manual have been tested by independent testing laboratories and have always been found to be in compliance with all the ASTM requirements for safety covers. Our covers are also listed by UL(File E164833) and classified by UL as a power safety cover in accordance with ASTM F 1346-91 If you wish to verify either of the UL certifications,take,the following steps: Go to www.ul.com Once there click on Search UL.com Click on Online Certifications Directory. Under General Search click on UL File Number Type in E164833 and hit enter You should now see Coverstar's listings. If you have problems,you can also search by company or by Automatic Pool Covers If more information is required about ASTM and its standards,you can go to their website at www.astm.org. Shown below,is the UL authorized label that is attached to the automatic cover system that we ship which shows both UL certification and compliance with ASTM F 1346-91.A label is also placed on the front of every cover stating that we meet the ASTM safety standards. OWER 0 Ir.IET ' I R. 8 I � q}rer- p 6ii,ior USTED AL LY KLASSI1 ED _ 6�y �} COVERSTAR,LLC 1795 West 200 North, Lindon,UT 840421 Phone 800-617-7283 Fax 80r-373-5005 www.coverstar.com LATHAM POOL PRODUCTS INC,WBAH.E164833-UL Product Spec 1/30/19,11:26 AM s - , UL,P:RODUCT CATEGORY1 ; ` Covers for Swimming Pools and Spas See General Information for Covers for Swimming Pools and Spas LATHAM POOL PRODUCTS INC E164833 1795 W 200 N Lindon, UT'84042-1661 USA Manual safety covers, Classified in Accordance with ASTM F-1346-91, Model(s) Life-Lock Dual-Pin Manual Safety Cover S - Power safety covers; Classified in Accordance with ASTM F1346-91., Model(s) CS 1800, CS 1800 CL, CS 1800 LO, CS 1800 SS, CS 1800 SW NOTE - Complementary listed to WDDJ. _ Last Updated on 2015-01-07 The appearance of a company's name or product in this database does nofln itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies; Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: V 2019 UL LLC". UL and the UL logo are trademarks of UL LLC©2019 All Rights Reserved. http://productspec.ul.com7document.php?id=WBAH.El64833 Page 1 of 1 tiR a t^�;O"°�iEra_�r VvITH Al L COD E�S OF APPROVED AS NOTES NE� (ORS—�.A _E & TOWN CODES E F DATE:_!0 93 . 0 B P. �2 �6o AS REQUIRED 'D F ��. BY: sonttu Tt vi'T� y _ NOTIFY BUILDING DEPARTMENT AT Ste„_,-,,io�., rJ.,v; u4 gfiG� 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ..� -�� -- 'WSJ 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST g ' ,� 0Y OR ALL BE CONSTRUCTIONMPLETE SH ROLL MEET THE LAWFUL YORKREQUSTATE. S OF THE CODES NOT RESPONSIBLE OF NEW FOR .- e tHI T CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY `f t h, = ; POOLTE 11IRPER �OMPA7lON TER v N/O/F JOHN M. BREDEMEYER III TEMPORARY STORM WATER N/O/F OLD FARM RD. BEVERLY A. BREDEMEYER RUNOFF CONTROL MEASURE JOHN I$ JAY MGKASEY FA RESIDENCE WITH WIRE FENCE W/ FILTER CLOTH RESIDENCE WITH S IT Lujum's WELL 4 SANITARY SYSTEM SEE DETAIL I THI5 SHEET WELL 4 SANITARY SYSTEM SCTM # 1000-27-3-2.3 PROPOSED NEW UNDERGROUN EXISTIN IMITS OF XISTING UTILITY POLE PROPERTY: 2620 ORCHARD STREET DRYWELL FOR WATER FROM POOL DRYWELL5 CLEARING AND ADDRESS ORIENT, NY TYPICAL LAND DISTURBANCE XISTING SEPTIC SYSTEM 14 13 +/-21,000 5F OWNER: MARIA MARILL & BRIAN FUH RMANN 7Z _ 3201 VISTA DR., MANHATTAN BEACH, CA " N22'56'30"E �12 264.26' 12� SITE: 40,547 SF = 0.93 AC �P G LP �, 12 ZONING: R-80 REGRADING AS SHOW ST d N Q \\ • I ACCE55ORY STRUCTURE ENVELOPE __________ _ __ __ } to SURVEYOR: KEN WOYCHUK FC0 EXISTING WELL - -Ij-- -- - - -- -- - ---- -- -- _ -- -- -- - -- -- - - - - - -- � - -- M PRINCIPAL STIR LOPE '- P.O. Box 153 � Aquebogue NY 11931 Q 6312981588 }- SEE S I T I %/ --I \� \ \ II.B' �P S!20' 4-IDE +12.0LICENSE # 49273 I ' I�+ � � DW I DATED 10-27-2015 loll_ fitG 1�f 1�1T �--� YARD C� w I ( Q n PR OSED 1 cV SOIL % EXISTING I SET- Z SHEET # is, RAGE N POOL ,STOCK .. RESIDENCE I BACK CEJJR WLU M 1!4,45 I x PILE .. �---- N R I IV 14 26 4 W �---- - i FI FL ED IAREA ELEV I °-I JEFFERY NF-155I55 � �° +14.0 N/O/F I„) CoQ n 0I I RESIDENCE WITH NO N a�n Rd STEPHEN M �I} rr��+� G NTERLINE OF RESID NCE /-PROPOSED NEW WELL OR SANITARY SYSTEM -P M ESTHER ROTELLA I �Iw( i2 G Z I AND POOL HODS UNDERGROUND I ( V wI �` WI SEPTIC LINE I = LL ! uu�� WIP I I IYI I PROPOS ROUND FROM POOLHOUSE DW XISTING DRYWELL5 O� O Z UN ERGROUND PROPOSED NEA 4Iv I U� Y} TER LINES FROM TO HOUSE I TYPICAL Cn W DRYWELL FOR RAIN I /+12.0 \ WELL TO HOUSE DW DW herr AND FROM HOUSE \O\, a St 0 . WATER RUNOFF FROM I � \.\. O O POOL HOUSE AND \ I to En TO POOL HOUSE I TEST HOLE EL + 10.8 W \\ POOL EQUIPMENT gx x -pop yr;;C, \ \\ _ I \ \`� V ` PRO T SOIL SITE I 12.1 + 11.8'+ i � ♦ 1 13 SOIL vl / _ PILE AREA EXISTING \ V PARKING EIEI \ \\\` I PILE , I _ O_ _ AREA I 1 1 O\\\ \\\`\; �• 1�.�a'����a ?AREA I +Il.q �� I X, S11 \\\ S ;\ \\\\\ h 15NN W GRADING PROPOSED \ \\\\�RER YARD SETBACK '` I `t \TEMPORARY STORM WATER AS SHOWN NEW GARAGE '� \\ EXISTIN DRIVEWAY I o [-i \\ 12 \.; \. RUNOFF CONTROL MEASURE 3 I +I l.a' d W \\ �dlri6r�\\\\\. FIN FLR \\ \\ WIRE FENCE W/ FILTER CLOTH I I o / I PRINGIPA STRUCTURE ENVELOPE _ ELEV .- - -- -- -- - - --- �- - ------ I N ��//�� SEE DETAIL I THI5 SHEET RE NVE_OPE +I � �_ i a� ACCESSORY STRUCTURE - L -E --- - _N22 55 30 E _ _ 160.00' C-•i ,�\ O\ ;.\ O O \\\00 Lip ' \ LLI / In Q < WQ �" \ \ \\ �' LL Z 1 / / 1 1 x \v in } m rp (17�W ) EXISTING DRIVEWAY \ �U A ` co TEST HOLE S22'55'30"W 428.10' N x NO SCALE O 11 11 LIMITS OF GLEARIN TEMPORARY STORM WATER ROPOSED NEW %TA&INI57 AREA AND PROPOSED XISTING DRYWELL5 L BY MARK McDONALD GEOSCIENCE N AND LAND DISTURBANCE RUNOFF CONTROL MEASURE UNDERGROUND CONCRETE WASHOUT AREA TYPICALN/O/F O SOUTHOLD, NEW YORK 11671 Q N +/- 21,000 5F WIRE FENCE W/ FILTER CLOTH DRYWELL FOR RAIN TEST HOLE DATA 11 / 5 / 15 ELEV. + '11.0 SEE DETAIL I THIS SHEET WATER RUNOFF JOHN A. $ DIANE S. FROM NEW GARAGE PRIZEMAN 1.0 FT. DARK BROWN LOAM OL 3.0 FT. BROWN SILTY SAND SM BROWN FINE TO COARSE r- GENERAL STORMWATER POLLUTION PREVENTION NOTES SCALE: 1 " = 20'-0" 9.0 FT. SAND WITH 10% GRAVEL SW PERMANENT STORM WATER RUNOFF CONTROL MEASURE PALE BROWN FINE 9.8 FT. TO COARSE SAND SW 06 Z. SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: WATER IN PALE BROWN Q• g p p 1 D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff slhall be diverted FINE TO COARSE SAND SW Y If If 1. Installation of temporary erosion control measures (silt fence barriers) away from cleared slopes. 17 FT. 2. Clearing of trees and brush in areas shown on Site Plan E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads ,or drainage COMMENTS: WATER ENCOUNTERED 9.8' w ,• 0 0 3 3. Demolition and removal of the existing building and septic system systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall BELOW SURFACE, ELEV 1.2' " a Z 4. Excavation for a new building foundation (+/- 3 ft below finished grade) Lj be maintained until construction is complete. = wLn CD DRAINAGE CALCULATIONS a N a l 5. Construction of a new foundation F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local w• N ll 6. Construction of the new residence roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto Q , 7. Site grading from the public road to the area around the proposed building public roads to be removed or cleaned on a daily basis. WIRE FENCE W/ AREA OF POOL HOUSE (DW-A)8. Construction of underground electric and utility lines from the utility pole to the new building G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR Mo. 9. Construction of a new underground water line from the new on site well to the new residence shall be protected from sediment buildup through the use of appropriate inlet protection. (DA-A) 350 5F x (2/12 FT) x 1.0 = 5a CU. FT. 10. Installation of the new septic system H. Appropriate means shall be used to control dust during construction. USE: (I) 8' DIAMETER x 4' HIGH POOL I (1) 5' X 4' STORM DRAIN RING = 168 CU. FT. 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detcl 1 on this sheet I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be '` PROVIDED REQUIRED 12. Installation of underground piping from gutters and downspouts to the drainage structures cleaned and flushed as necessary. SURFACE 168 CU. FT. > 51 GU. FT. 13. Fillingand grading of soil above drainage structures FILTER CLOTH MIN. &" DRAINAGE 9 9 9 J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections BELOW GRADE FLOW 14. Construction of new terraces and walkways must be performed eve seven calendar days and immediate) after periods of rainfall greater than one half inch. E AREA OF GARAGE (DW-B) p every Y Y p 9 _ pF 15. Construction of new drivewayand parking areas including grading and driveway surfacing DRY WELL AREA x RAINFALL x RUNOFF FACTOR p 9 g 9 g Y 9 Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, \ �P 5 c. s,;,, �- \\ \\/\< \//\\/�� (DW-B) 5?6 5F x (2/12 FT.) x I.O = iib GU. FT. ����� G� 16. Installation of new landscaping plants, lawns cleaning and repair of sediment barriers repair of berms and runoff diverters and cleaning and repair of inlet protection /\ \ \ i �� USE: (1) 8' DIAMETER x 4' HIGH POOL 0c E RG.>��N 17. Removal of the temporary erosion control measures devices. (1) 8' X 4' STORM DRAIN RING = 168 CU. FT. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and PROVIDED REG2UIRED SITE DATA debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing 168 CU. FT. > 96 C;U. FT. cis Site Area: 40,547 SF = 0.93 AC shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup, of debris. The TEMPORARY STORM WATER RUNOFF CONTROL _ - Soil Classification: See test hole contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters MEASURE - EROSION & SEDIMENT CONTROL DETAIL PROJECT NO: Receiving Waters: Gardiners Bay _ regularly. 2 NO SCALE 15168 Contractor: N/A The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction DRAWN BY: UT POLLUTION CONTROL MEASURES activities to the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY: In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and TOP OF EXISTING TS sediment control measures including, but not limited to, the following shall be employed during construction: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE GRADE TRAFFIC SLAB (SEE PLANS iOR LOCATIONS) DATE: Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast 10/31!17 A. Existing vegetation to remain shall be protected (by installation of construction fence or other approve) means) and concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, N SCALE: shall remain undisturbed. finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, 1" = 20' . 091 B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the lengthof time that piping for plumbing, outdoor paving materials. �' SHEET TITLE: O DRAINAGE BASIN areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the Waste materials shall include demolition materials from the existing building structure, unused building materials and A 0 ® ® ® ® ® F1 0 SEE SITE PLAN NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding asrequired. Seed products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will � p � 3' ® ® ® ® ® ® ® ® ® O f IJR SIZES mixtures shall be in be temporarily stored end dumpster shall be emptied weekly by a private carting company. z 0 MIN ® ® ® ® E� accordance with the soil conversation service recommendations. U) 0> ® ® ® ® S ® ® ® ® SITE E3AGK LL C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are � a ® ® ® ® � ® ® ® ® �- MATERI L To PLAN completed, or if construciton on an area is suspended, the area shall be seeded immediately. ® ® ® ® 29 ® ® ® ® BE GLEAN SAND a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ® ® ® ® ® ® ® ® ® AND GRAVEL b. Soil Amendments - � Z 1. Lime to ph 6.0 y _GROUND WATER SHEET NO: 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures PERMANENT STORM WATER RUNOFF CONTROL 1. Temporary seedlingsMEASURE - STORM DRAINAGE RING TYPICAL a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) NO SCALE b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans BIDDING & PERMITS 2x8 DECK JOISTS a 16" OG SET ON POOL STRUCTURE HAUNCH TYP 45' AUTOMATIC POOL 10 COVER MOTOR 12"x-12"x2" THK STONE DECK STRUCTURE: Ix IPE POOL COPING W/ BULLNOSE I DECKING ON 2x8 DECK JOISTS EDGE AT POOL TYP 16" OG ON (2)2x10 GIRDERS, FLUSH, SET ON 8" DIA GONG FTS 36" BELOW GRADE TYPICAL w POOL LEDGE SEAT I o � I I RETURN RN I I V Z INLET (2)2x10 GIRD RS SET ON 8" DIA GONG F 36" BIELOW �TE S5 S D I I GRADE TYPICAL co I I ISE 5 I I NI ERIC RC , D EE EG ON o W I PROPOSED NEW GU ITE I SST U T R I co SWIMMINGPOOL I I I w o v DEEP END W/ MARBLE DUST F I ISH SHALLOW END II x Q IPE DECKING POOL COPING AT Q .. AUTOMATIC POOL COVER BOX TYP 1L Z I ( I Z w � < lU II Z w zIId I I Q � zp I I cl) PROVo LLI IPE DECKING OOL COPING V- Q I I d,0 I TRU UU E IN I 111 111 O I E}- W �o E 1 LL 3: POOL I I TRU �Ui�E A E A SKIMMER OC N Q to N 1 IPE ECKING POOL4MX.2q SURROUND - - " - • _ . - _ • . . . � � • .. •.. - -�. f :STIONE5-ON:6, T+4K &RAVEL -10" : .° . 06 Z. METAL EDGING 3".THK PEA-GRA4 /EL 1 _ 3" THi<-PEA.-6 R?x co Q• M 24"x24"x2" HK STEEPING THUG: '.. : . =.SL*RAGE-'ON•6-" THK STONES ON 6 THK GRAVEL f a o M BASE TYP GRVL. BASS:W I T# . ', '_ ; Gi� VEL BASE Y�IETH 2: :'.', ,0 - , LA't'ERS LANI7SGP L°,h` ERS ANDSGA�f'E ° `: .. . . Lu METAL E GING W ,J• 3 w z I=�4RRlG ,SEP R?�'flbN'.: :PA�3R(G.SEP,4R;4TION .1. ' _ 'a Z u- 45' � W. � � u; Lo 4.. .: a Lo N 0 a W. NN META EDG NG L i 24"x24"x2 ' THK STEPPING of NEw yon 5TONE50 6" THK GRAVEL �� s f? OPOSED — BASE TYP r 8-loll ..., ' . PRoPoSD CJ' ITI�`�C7:'f-'tRk - - - - - - - - - - - - - - - - O 01Fs3E�' G� :3:��_•_TH.K-PES�i�l�Vt�-.•-�-'• '• C — — — — — — — — — — — — — — — — � — FRED�� P�' PROPOAD POOL. �(.t.' Y,X► TH< Ho sE SHOWER ENCLOSURE PROJECT NO: GRAVEL BASE: W I TH.-2 : '..` SEE DETAIL L _ .I L rhY_E1SL.r41DSCA' � 1516B - - - - DRAWN BY: UT " CHECKED BY: TS .. I DATE: ` . C - - - - - - - - - - 11/2117 C ��= :•. T. — . -- - : . • .— SCALE: 0 3/8., 1. �.. SHEET TITLE: --- - - POOL METAL EDGING NEW POOL BRONZE DRAIN COVER BY ZLRN TERRACE EQUIPMENT `75400S-5S, CONNECTED NDERGROUND DRYWELL5 TO I GAL PLAN 10' 25' 4'-4" SHEET NO: P 0C) L & T E R A C E LA SCALE: 3/8" = V -0" PERMIT & BID SET PROVIDE CONTINUOUS POUR BOND BEAM AND HAUNCH W/ REQUIRED REBAR IN POOL 5TRUGTURE BELOW FOR COPING AS REQUIRED TO BE CONSTRUCTED AS A MONOLITHIC 40 40 STRUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JOINTS - TYPICAL SURROUND FOR POOL Lu Y FOOL LEDGE SEAT I N � O V w PROVIDE DRAIN WITH DRAIN COVERS I I I z CONNECTED TO 5UB5URFAOE DRAINAGE DRYWELL5 TYP s EH INTO ( �- UNDERWATER UP O�-- POOL LIGHT I Z FIXTURE TYPICAL R SERS I O w PROVIDE STEPS INTO POOL WITH 5 EQUAL RISERS I V) v TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE I (n G N5TRUCTED WITH THE POOL STRUCTURE WITH NO I w O I GOLD JO I NTS a I PROPOSED NEW GUN I TE L) v SWIMMING POOL DEEP END IOX45 SHALLOW END I Q W/ MARBLE DUST E I N 1 SH o l I z ,. _ I z w w u- o mI I = o 45 I Q LL z 6" I'-I" II J V II J o PROVIDE DRAIN WITH DIRAIN COVERS O CONNECTED TO SUBSURFACE UNDERWATER POOL I a CN DRAINAGE DRYWELLS TYP SEE 5F2 ( 2' SWIM OUT LIGHT FIXTURE IN I N TEP RISER I II ' I I I I I I I PROVIDE CONTINUOUS POUR BOND BEAM &UNITE I ( 06 Z STRUCTURE W/ REQUIRED REBAR FOR THE BOX � Q• � � FOR THE AUTOMATIC, POOL COVER TO BE -_ - J J N p M CONSTRUCTED AS A MONOL I TH I G STRUCTURE _ W -�• � �_ R. x CONSTRUCTED WITH THE POOL STRUCTURE WITH NO Q I — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o > Ill Q 2 laL PROVIDE CONTINUOUS POUR BOND BEAM AND = W• � M ' a GOLD JOINTS _ HAUNCH W/ REQU I RED REBAR IN POOL STRUCTURE W• a N = M — BELOW FOR FAV I N& AS RE'aU I RED AT STONE OOL PLAN TERRACE TO BE CONSTRUCTED AS A MONOLITHIC SCALE: 1/2" = V -01" STRUCTURE CON5TRUGTED WITH THE POOL U) cn STRUCTURE WITH NO GOLD JOINT5 - TYPICAL 2x BLOCKING AUTOMATIC, POOL COVER 5EE MANUFAGTURER5 SURROUND FOR POOL 5PEG5 FOR 51ZE AND REQUIREMENT5 Ix WOOD 2x8 DECK JOISTS i'ROVIDE WOOD DECKING TO MATCH DECK FASCIA 1611 OG OVER AUTOMATIC POOL COVER BOX WITH PROVIDE STEPS INTO POOL WITH 5 EQUAL RISERS WOOD oF r�c�v yo REQU I RED 55 SUPPORTS FOR DECKING ANCHORED INTO POOL GUN I TE STRUCTURE TO BE CONSTRUCTED A5 A MONOLITHIC STRUCTURE DECKING c; of G� CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JOINTS '-15 ; GRADEf DECK SURFACE POOL LEDGE SEAT UNDERWATER POOL LIGHT UNDERWATER F I X7URE TYP I GAL ' ' .� : PROVIDE 30# PROPOSED NEW &UNITE _� PROJECT NO: POOL LIGHT SHALLOW END 15166 ✓� m BUILDING PAPER ; ', SWIMMING FOOL FIXTURE TYP I GAL BOND BREAK 2Ox40 DRAWN BY: TYP I CAL UT 12 ,. max CHECKED BY: 80X FOR AUTOMATIC POOL COVER SEE - TS : MANUFACTURERS 5PE05 FOR 51ZE AND DEEP END REQUIREMENTS ATE. 11/2/17 " 3 FROVIOE CONTINUOUS POUR BOND BEAM AND ..�.,;e. ;'� ,,:."., SCALE: PROVIDE CONTINUOUS POUR BOND BEAM &UNITE HAUNCH W/REQUIRED REBAR IN POOL STRUCTURE _ 11 STRUCTURE W/ REQUIRED REBAR FOR THE BOX I max BELOW FCR DECKING AS REQUIRED AT DECK TO 1/2 - 1 - 0 FOR THE AUTOMATIC POOL COVER TO BE e',,:.' BE CONSTRUCTED AS A MONOLITHIC STRUCTURE SHEET TITLE: CONSTRUCTED AS A MONOLITHIC STRUCTURE " '' CONSTRUCTED WITH THE POOL STRUCTURE WITH CONSTRUCTED WITH THE POOL STRUCTURE WITH NO NO GOLD JOINTS - TYPICAL SURROUND FOR POOL GOLD JOINTS b UNDISTURBED POOL 5U56RADE TYP DRAIN LINE FROM AUTOMATIC POOL COVER BOX TO DRYWELL DETAILS • . ` PROVIDE GUN I TE POOL STRUCTURE TO BE COMPACTED GRANULAR FILL COMPACT IN 12 .. . .... ::..... COMPACTED GRANULAR FILL. COMPACT CONSTRUCTED AS A UNIFIED CONTINUOUS S I N&LE L I FTS TO X15%' DENS 1 TY. FILL BOTH 51 DE5 OF WALL IN 12 LIFTS TO g5%, DENSITY. FILL BOTH STRUCTURE CONSTRUCTED WITH NO GOLD JOINTS, EVENLY TYP S 1 DES O)F WALL EVENLY TYP TYP I GAL FLOOR - bit THK GUN I TE WITH #5 PROVIDE REBARS AS REQU I RED UNDISTURBED SUBGRADE TYP REBARS AT 12" OG EACH WAY MIN TYPICAL SHEET NO: 0 H n I'Mr I POOL- SCALE: 1/2" - l' -O"