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HomeMy WebLinkAbout38844-Z �s ;rj�pFp�� } Town of Southold Annex 9/29/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 4"`7'771'XLrFrtlt r CERTIFICATE OF OCCUPANCY No: 37094 Date: 9/29/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 300 Soundview Ave Ext, Southold, SCTM#: 473889 Sec/Block/Lot: 50.4-2.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this oificed dated 4/28/2014 pursuant to which Building Permit No. 38844 dated 5/2/2014 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: ADDITION OF IN-GROUND SWIMMING POOL WITH SURROUND DECK AND OUTDOOR SHOWER STALL TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Rigas,Angelo (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au o ed Signat e TOWN OF SOUTHOLD h BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38844 Date: 5/2/2014 Permission is hereby granted to: Rigas, Angelo 300 Sound View Ave Ext Southold, NY 11971 To: Addition and alteration to an existing single family dwelling (deck and in-ground swimming pool) as applied for. At premises located at: 300 Soundview Ave Ext, Southold SCTM #473889 Sec/Block/Lot# 50.4-2.4 Pursuant to application dated 4/28/2014 and approved by the Building Inspector. To expire on 11/1/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,084.80 IN-GROUND SWIMMING POOL $250.00 CO -ADDITION TO DWELLING $50.00 CO - SWIMMING POOL $50.00 1: $1,434.80 Buil ing Ins or 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. ! �� [ New Construction: i4a) /Je",t Old or Pre-existing Building: (check one) Location of Property: 0t nus V t cJ A�KJP Eich House No. n Street Hamlet Owner or Owners of Property: :2 ire 4o✓'14 eX!AQk_S Suffolk County Tax Map No 1000, Section s7b Block 0 V Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App scant Signature *pF SO�jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G. • �� roger.riche rt(a7town.southold.ny.us Southold,NY 11971-0959 �QlyCOUN�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rigas Address: 300 Soundciew Ave Ext City: Southold St: NY Zip: 11971 Building Permit#: 38844 Section: 50 Block: 4 Lot: 2.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-e SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling 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 60a A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: inground swimming pool to include-bonding, 3-pool lights, 4-GFCI circuit breakers, 1-chlorinator Notes: Inspector Signature: Date: Sept 3 2014 81-Cert Electrical Compliance Form.xls i OF SO(/1�06 l '71iif TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �1 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �4(,fe- DATE INSPECTOR AA� y�OF SOUIy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL AT ON [ ] CAULKING REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ULA [ ] FRAMING /STRAPPING [ FINA �� [ ] FIREPLACE A CHIMNEY [ ] FIRE S SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V�LATION [ ] CAULKING REMARKS: l DATE ld INSPECTOR c 1 V �o��►�F$0//jyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] S N [ ] FRAMING / STRAPPING [ FI AL [ ] FIREPLACE A CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A) DATE 2'' INSPECTOR Noesis Designs Architecture, Pllc 48-02 25th Avenue (Suite 405) Astoria, NY 1 1 103 September 12, 2014 �J� )r�—-- Mr. Gregory Rigas U SEP 26 2014 300 Soundview Ave Extension Southold NY 11971 Building permit#38844 To whom it may concern: This letter is to certify that all work done on pool and deck for the above address was done as per drawings prepared by my office. ARCHI IN Aix L) Sincerely . rE of Nei v -- Haris Mamagakis, R.A. President T. 718-726-5141 F. 718-440-3381 harismamagakis@gmail.com 1' 1 1 0 • � . 1 I! PLLTrym]VG iWILATION STATE ENERGY • / / '' Ar mmm ,. Ma • 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.NotthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit _. Examined 20 Storm-Water Assessment Form a r Contact: Approved ,20 �= Mail to: Disapproved a/c hone: Expiration ,20 N;N�r UT_'OLD Building ctox APPLICATION FOR BUILDING PERMIT Date `- ! , 20LV INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or inpart for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . ,1 �_.. 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 118 months from,such!date.If no zoningwamendments or other regulations affecting the property have been enacted in the-interim,the Building,Inspectorinay authorize,in writing,the extension ofthe-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 P-autx,Naw York, and other applicable,Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal'or demolition as herein deseribed,.The applicant agrees to comply with all applicable laws,ordinances iauilding code,,housing code,and,regulations,and Ito admit authorized inspectors on premises and in building for necessary inspections. ' ignatttre of applicant or'name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises i�i G (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: ` House'Number Street Hamlet County Tax Map No.}1000 Section Block L} Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: w« a. Existing use and occupancy a b. Intended use and occupancy 15' 1 3. Nature of work(check which applicable).New Building Addition Alteration Repair Removal Demolition Other Work (Description) 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 Numler of Stories 8. Dimensions of entire new construction: Front Rear Depth 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 X10 13. Will lot be re-graded? YES . ,.�"'NO Will excess fill be removed from premises?YES ✓ NO 14,- ames 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 ora freshwater wetland? *YES` NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.'-C. PERMITS NIAY 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 ) f 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 willbe performed in the manner set forth in the application filed therewith. Sworn to before me this day of 14 IP _20 Lt 1�t ,o" 0 New rk Notary Public QueftW in Sir folk Cou Signature of Applicant Commission Expires MY 28. _. Scott A. Russell r°'°s � James A. Richter, R.A. SUPERVISOR � Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 'J Fax#: (631)-765-9015 MICHAELCOLLINS@TOWN.SOUTHOLD.NY.US �t JAMIE.RICHTEROTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property net,Design Professional.Rgent,ContCractor,Qther) PROPERTY OWNER (if ifferent from Applicant) 'D NAME: 5 NAME: ��,/ ✓ v✓ 4 S ADDRESS v c�a ADDRESS 00 S Telephone Number: r _ Telephone Number: S S&�b �— Completed Applications can be picked up at the Engineering Department after being notified by the Department,or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5'x 1 I'Envelope&Appropriate Postage. DATE: —�(-�— Property Address/Location of Construction Work: SCTM #: 1000 SD O 1 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,010 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed St er Review Checklist. If No or NA are Indicated, Justification is Required. ** FOR N'TING DEPARTMENT USE ONLY �/144 Reviewe2roved Date: - ❑ l Information Required: E 3 CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST ? DATE: APPLICANT. (Propert Owner,Design Pro essional,Agent,Contractor.Other) o NAME: S C T M #: 1000 � Telephone Number: G3 ) �{3%-+ �q�, District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. v c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. _F7H 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate KI TAUAT1cXV on-site the run-off from all impervious surfaces generated by a two(21 inch i vYt } rainfall/storm event. is �DV04. -e ' 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. FZW c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) X. FORM * SWCP Check List -TOS JAN 2014 o��OF S�l'�o TOwn Hall Annex � l� Telephone GQ (631)765-11802 54375 oxI� (631) 76 .usP.4.B17g roaer.richertCowsou10 Southold,NY 11971-0959 I' BUMDING DEPARTWUNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY: R Date: Company Name: Name: License No.: Address: i50_07 I- Phone No.: , JOBSITE INFORMATION: (*Indicates required information) I *Name: *Address: ©p Cross Street: L r f j sE RD { Phone No.: 10 Permit No.: „ Tax-Map District: 1000 Section:_ - Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES! NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other . I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION l - B Request for inspection Form �f ,, -- --_ .� --�.-- .�_� �: _._. r,� - �..__ -_.r_____ .�. _ � -� ,- .� a-.-.:.. — -.�� .. i �;-. n� ` :,, �<, r � .., ,` . , ., a .! ;J ,_ ��... r,f � / �`, ,� ��,� ,_ �. . . � ti _..�.. ,. _ .. , ... w .� _:. ��" y.. ,'- .. �', - r � ... �� �� � �� ; 1`� �� � � � y � � �� ���( �J�. �_ ����, s ��� �i� • ' Y J1 qk-1 UL Aw it r 7 tt q „ - r i 4t c' � tzt jq ,' r r q. ,t ,t y gr4 t .yi f ' �v:RG � � R�, i ���;�2'+� � ''t .+.K� , .r�'-�r+ t �s t "`• �'�` *.a`�i- ,a 3 i,"j, I".. i`'e 1 \ -4 P ,�, .+ •� ♦ !a r� �`. 'T✓ �;�` < y y } t v f..RJYvs' � yt 7"; fk y )p a"�,`} ��s';�.. 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No. 1000-50-04-2.4 JOB No. 08-29 • Unauthorized alteration or addition to this document is a violation Of Section 7209 '1 of the New York Education Law, TT 'On r� [ EXT- 1 Certifications indicated hereon shall run only to the person for whom it is prepared rr� VIEW R j/'�D L L>1 1 and on his behalf to the Title Company, Governmental Agency and Lending SO7 Tit e l � Institutions listed hereon. Certifications are not transferable to additional institutions ���jJ 9U13LIC WATER } al pint J� or subsequent owners- edge Copies of this document not bearing the professional's inked seal or embossed seal shall not be considered o valid true copy. The offsets [ or dimensions ] shown hereon from structures to the property lines are for a specific purpose and use and therefore are not intended to guide the erection of fences, retaining wall, pools, patios, planting areas, additions to buildings, or any other r- . . pole . . - ® 170,00 nyt67 construction. water meter � � � � The existence of right of ways and/or easements of record, if any, not shown are N 93"50'20"E 4 not guaranteed. area of 2 leaching pools - as per k9 . . . . . . . homeowner ri SURVEY PURPOSE:FINAL SURVEY [septic tank] steel can�/bridk driveway • .a . -cdver g parking 27' p CERTIFIED ONLY TO:GREGORY RIGAS 195.10' ,; a t �o . . . . - r S.. 2nd st . &-2: 0 30 8 1 li 4 li �i'7�(i�V t W1,Cv1,+ G� j o it. �, ovr C 47.6 17.02nd st ZstFt V 4 t5 ��� JD �L\ �'� f fy`1 �p tont ani p bat c - �O O ` ?c- bo 30.3 ling � >p 2.0 00 \. 1 st deck ` WL 4 1 . . 3.7 8 aOnb O . . . . . . . . 23-6 / NOTE[HEALTH DEPT]: • . 3 1. 1986 REFERENCE No. 85-50-248 2. LEACHING POOL LOCATION AS PER PRESENT HOMEOWNER 3. SEPTIC TANK COVER AS PER FIELD LOCATION o, \ c ^r $ 4. WELL IS SOURCE OF DRINKING WATER AS PER ',edgeHOMEOWNER row existing weft \ - � � � DESTIN w N 7LIBER 11900 PAGE 916 �, 1. 4!36' 0,,w _ 3 SURVEY OF: DESCRIBED PROPERTY 1 A LIC "°` r'XL°7'2.2 �' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DESTIN GRAF P.L.S., P.C. P.O. BOX 704 • ROCKY POINT, NEW YORK 11778 SURVEY DATE: 11/19/08 SCALE: V=30' PHONE [6311-821-3442 BY Destin G. Graf N.Y.State License No. 50067 VV--ntake at st:o Yl.V.%e rtwk, i3;::. COVERSTAR ELECTRICAL INSTRUCTIONS ELECTRIC UNDERGUIDE AND RECESSED TOPGUIDE BONDING-All Coverstar pool cover systems require bonding. The electrician should provide a 48 AWG solid copper ground from the pool equipment pad to a ground clamp on the electrical conduit inside the housing,with a 2-foot tail that will be attached to the mechanism ground bar. Be sore to follow local codes in all instances.Note: Place bonding wires at each end of the housing. GROUND F_4 LZT CIRCUIT INTERRUPTER -A GFCI must be used in the electrical supply line for the motor. This should be on a separate dedicated circuit only for the pool cover. RUNNING TT IRES -Bring I I OV to the key switch. From the panel to the key switch.nun 3 wires(hot,neutral and an unbroken ground). From the key switch to the motor end of the housing nun 4 wires(two directionals.a neutral and an unbroken ground)_ Terminate the wires in a weather tight"J"box. The motor is 110 volt.3/4 HP with filll load amperage of 8.8 amps. Follow all applicable codes regarding wire size. grounding.connections.etc. KEYSTUTCHES -Mount a standard. single gang.all weather junction bot for the key switch at a point where 100% of the pool is Asible. This is a mandatory requirement to meet ASTM safety standards. The key switch should not be placed in the mechanism box. This does not meet UL standards or code. OPTIOM-Coverstar has several different wiring options that includes limit switches.wireless remote control.water feature shutoffs etc. Contact your Coverstar distributor for details. Note: Builder is responsible to bring proper electric lines,conduit and bonding to the mechanism. Sub-panel with dedicated 110 Volt, 15 amp breaker Key switch is motmted in a - - and GFCI standard- all-weather ststed—► _ sutole gang box. Must able to see 100P/o of the pool from this location. Conduit with 3 Conduit with 4 wires(' wires(hot.neutral& directional-,vires.neutral.R --♦► unbroken ground) unbroken ground) #3 bond"k-ire -- Note:wires nnut be sized to meet all applicable codes. liotor dtiws 3.s atnps i Single sane all weather box mounted on corer of end wall of corer vault approx. 3'-from top of deck. CORSTAR Coverstar East Coast, Inc. Concrete Cover Box Detail - Top View TO AIR _ I ♦ nisi COAST;INC, EXCAVATION - + :—► TO AIR 12" This CONCRETE wall must be straight and plumb,12"thick ' J-BOX .Q DRAM DRAIN O —►i 12" 14"TYPICAL �O `-__; ELECTRI9 12" f~ id 36" 12"! NOTES: g 1. THIS BOX EXAMPLE SHOWS A MOTOR-LEFT.BUT THE MOTOR CAN BE ON EITHER SIDE COPING OVERHANG=2112' 2. THE MOTOR-ENO OFFSET IS 36"(MINIMUM)FROM THE INSIDE EDGE OF POOL THE FLAT SURFACE ONLY, z WALL. THE NON-MOTOR SIDE OFFSET IS 12"(MIN)FROM THE INSIDE EDGE OF m -.12.51 .- THE POOL WALL.ca (Tj Z LU 3. DRAIN(S)MUST BE 3-(MIN).AND MUST DRAIN TO OPEN AIR. a 2" 4. BOX WALLS ARE TO BE 12"THICK TO SUPPORT STONE LID BRACKETS. BOND BEAM CLEARENCE=2'min 5.INSIDE BOX DIMENSIONS ARE 14"WIDE BY 14"DEEP FOR POOLS UP TO 55 { I FEET IN LENGTH. BOXES FOR POOLS OVER 55 FEET REQUIRE MORE SPACE. t[ 1 MAKE INSIDE DIMENSIONS 16"WIDE BY 16"DEEP.BOX LENGTH REMAINS AS INDICATED ABOVE. 5 112'ELECTRICAL CONDUIT ENTRY SHOULD BESET 3"BELOW THE TOP OF THE COVER BOX ON THE MOTOR SIDE.WITH A JUNCTION BOX ANCHORED TO THE WALL NOT TO SCALE Coverstar East Coast,Inc. Drawing#210- Rev. 01/31111 Coverstar East Coast, Inc. Coverstar Concrete Box Detail Stone Lid with Poured Deck .......... n.v .. — LEVEL SURFACES— COVER DECK MUST BE PLUMB GUIDE WITH INSIDE SURFACE COPING OF BOX POURED DECK-TYPICALLY 3-1/2" LID STONE TILE---► - LID BRACKET S�'� TOP OF CONCRETE LEVEL WITH WATER %.° * : top-- TOP OF SIDE BOND BEAM ANCHOR 2"LOWERED * F, 14" BOLTS BACKFILL Win, �., . BOND BEAM (1/2"SLOPE) ' a 14" CONCRETE MUST BE A MINIMUM OFA'AT BACK OF BOX $ Sa.` x.. s••.:�,y�A.�+fir" " ..n„""'` ... ... RAIN ro TQ PLASTER - y a"° ► �, S 0 PEN A► fj GUNITE I SHOTCRETE BOX SIZE CHART Pool Width Pool Length Box Size Roll-Up Tube '' - END VIEW a'to 26' o'to 55' 14"by 14" 6"standard 0'to 2655"to 75' 16"by 16" 6"heavy duty NOT TO SCALE 26'to 32' 0'to 55' 16"by 16" 8"standard 26'to 32' 55'to 75' 18-'by 18" 8"heavy duty MINIMUM 3' DRAIN REQUIRED NO DRAIN,NO WARRANTY Page Coverstar East Coast, Inc. Drawing#211 - Rev. 1/31/11 m RUNOFF F��1N STORM�Npp ER 236 APPROVED AS NOTED EXT E. . Rs o � a Q+ D pU N GO DATE:15119 )14 B.P.#L �..�� a� 3 °' a� Q NE o cu cu W 0� 3 V FEE:q, �y :Y. , r50U NOTIFY BUILDI�a E: PAR fMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSfDECTIONS: 1. FOUNDATION - TWO REQUIRED 70 FOR POURED CONCRETE � ��� PROPERTY LINE A�qk --G — 2. ROUGH - FRAMING & PLUMBING 71 � 3. INSULATION � "F: r 0 4. FINAL - COI icTRUCTION MUST BE COMPLETE r=OFi C.O. rn ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES 0c:NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Z COP,`�J'LY V''I x H ALL CODES OF TTI NEW YORIX STA"I'C- & TOWN CODES o AS REQUIRED A F PKOP 8' "IGd 5"KUB PRIVACY 5CKEENING -�. SC�-fi `r ) Lr y 3 ``'y yam' .._,,.._...,, ...�__s k� -P'r1CrJ-- �r ��. U) g 4 "IG" C.LF OCCUPANCY OR `ry� �JSE IS UNLAWFUL °r _ TONY WD. 5TAIK5 ') WITHOUT CERTIFICATE EX15T • 2 5 Z �LLIN`-' y� OF OCCUPANCY FF UW 30 3' ` y V O C ` y ��'S x> +P.",,•. ';r";K74n', -::r'��r-:, ..,'`+Y'S'e'..J "S�;o O y NEW WOOD DECK fF IMMEDIATELY" c r ) ENCLOSE POOL TO CODE 4—+ Z O `may UPON COMPLETION BEFORE"WATER" o Cn rn 3.7 1 , NEW 5WIMMING POOL NEW 3'x5' '- 06 5"OWE ��,_��� _ R �K' w _y O > � Q � c�•-o Z n y CL •� : 23.6' 62'-a" f�� cn o O o 4Lry o C � WD. 5TAIK5 �-�, L O r ) Qr 0— 0 O L `r ) ol SIDE ARD y 5ET13CK f )z c Lr ' r �. y �r ) C.r ) �0 GO Lf rF� R�EN,/l B P y rF� NG NOP Ll' V `may �r LOT AREA: 24,922 S. F. +/ E ``'y ��'; �. ,� 4' NIGH C.L.F. ` y MAX. LOT COVERAGE: 20°10 ``'y 20% OF 249922 = 4 ,984 .4 5. F. MAX. PERMITTED PROPOSED LOT COVERAGE: 4,954 S. F. `r ) `��' y ` -V y 4,954 5. F. < 41984 .4 S.F. therefore OK .0 ) PROP05ED SWIMMING FOOL WOODEN DECK LAYOUT (0 o j- o II II T co c SCHEME D ._ >-Zcr"Jecm n r N .o U) Q L 0 =3 -r-- o U L N W LO L N 00 (z Y 0 N UE Z w a m n n � SHRUB FRIV -,� � (� a ' IGh n rr, 1 FRF 8 N 1 ( _ENING n, �-�� ((� �� r 5CR n �� �r� � � r C wZ a moi' Uj r U �, HIGH G.L.F * s�P �� Rail (Evolution Style rrl��-0Nig 1cal @Enure C �/ ost on 8�� Diameter b T►mber_ el - Typ ( 2_�T1 4 ; a x4 Wood Diameter y FXI5T ' S a'-6" 1 11,�; Concrete, Fie on 24Deck Perimeter OWF N is i A , Foot►ng- 4-OilBelow 6 -�� STAIRS '; ! Goncrete Ba al @All Foot�ng5—� WD p-3 Grade - TYp N �� o_ „ O a,: 7 -3 er Bolted to Exist. D ' ��! 4 OF n a) .. 2°x 12 11 Le 9 11 w.l 3/�, Diameter Exp• A-3 O 2 1211 Wall / E Diameter Foundat�o /c Staggered '�i �, W d Post on ete Bolts @ �;, (2 2x 12' z° 4"x4 pO 2 Dram r �, 1 's c Goncrete Fier on �in - 4'-0" Below ' 30 3i % '� '' ' x N se pO 9 concrete, Ba F F oting5 CP ° Kcal @All o , , _ 2 12, '� �' cA n V _ ( ) A-3 (��.�v\ r cA _ 2 2x ► 2'S E 0 cn E / , rn C� x 15 ca LL -rn�' 06 x E �, , ,� I x125 D W p — x Q = cV Cp �O N � 0 r Fool Foun anon 0 p o a� �. red ° m � ( �_' �> O N — 2"x 12° 1- dger Aedho Co nector Sy5t n' @ � O ( E cu 0- -� Z X o w I °o L ger Son Strong < < -� cv �° to (2) 2x 12'S / B Wall _ Si p Anchored to IC VL W by erimeter of �pOl �-_ o U) / �m erTech Deck ec Ty l A-3 ICFVL and is 1 @Entire as per Manuf. Sp 24110/0- �p �� a p O i 2x8 l w Deck © n b O cY Cn E �,_S„ 710 Deep Be 2 2x 12 5 -� NEW 3,x5 A-3 ,;'; ► to 7'-0" Deep � / SHC�h/ l ', '!� ;i II'-S" 51ope from 3'-6 C' 3.7 Below beck _ _ < 6 Deep C -3 _O„ — MING F A a = SWIM O2 I2 / X35 NE N n / I undation -� 3�'-0" chor d to Pool F m � / 'r An �( G %;i: p-3 2..x 12 LWoall wod Led er onnecto�t ong Tie @ B GFVL and IGFVL- by e1 Per meter of Fool (2) 2x \ / ►d'- " red to A 3 14"o/c• Typical @Ent' x I rTech Deck Ancho T al 2 �, Tim e er Manuf• Spec. y -� 2x8 5 a5 7 C �. x B N � i x 2 2x 1 2 O (2) Oil 2x 12'S (� c �► � tv215 - 1 2x I V' (2) 2x 1 2`5 / C1'—oil 11 I 4 (2) 2x 12-5 / / a'-0 / ,_6u A 0 \ / d Q A-3 6" 4 O" 1 - A 5 ' '-3" 62'-Q.. 15'-O.. 23.6 ��, '—O" SIDE YARD SETBACK 41-01 -0 n A,RS PROPOSED SWIMMING POOL WOODEN DECK FRAMING PLAN N WD. ST �4 = I '-0" W E T V CD I - All Framing Members to be ACQ Lumber � 2- All Wood Joists to Be 2x8'5 @ 16" o/c N z ch T a) �J .o � o cXcnCD� U_ °c (� ter@ cn LO c < r � � Cna Ui LO �— N oo cz J N n ✓ O (o Z w U TimberTech Deck Anchored to TimberTech Deck Anchored to = C 2x8'5 as per Manuf. Spec. 2x8'5 as per Manuf. Spec. Q I 3 W , 2x8 Wd. Joists @ I G"o/c 19 Galv. Joists Hangers o o in n o 2x8 Wd. Joists @ I G"o/c Ston eT�ak Bullnose Galv. Joists Hangers ° p D, O • 7 D� .. •, .G • - ... „ -, ""'�' '-`y.'.. ,; ',cam" ;~�'s^,W�= -.�v�,fc'..w' - - - Quad-Lock Track �( w @T * BofWall - �, w 5n o�a� p D c6 Quad-Lock Wire Top Tie s ° D 8" Thick Reinf. Conc. Wall - 2"x 12" Ledger Anchored 2"x 12" Ledger Bolted to Exist. Approved Liner to 8" Foundation Wall ° Foundation Wall w./ 3/4"0 Anchor o pp D @ gg D Wood Led er Connector Bolts 24 o/c Sta Bred Base coat Reinf. System ICFVL and ICFVL-W b 3'-0" High Rail (Evolution Style) by o Exist. Conc. Foundation Wall w./ FiberMesh Simpson Strong-Tie @ 24"o/c TimberTech - Typical @ Entire _ Deck PerimeterIL O Quad-Lock Tie #5 Bars @ 24" o/c m Detail @ Exist. Foundation Wall > 2%2" Insulated Form : #5 Bars @ 8" o/c D TimberTech Deck Anchored to Coll I - All Framing Members to be ACQ Lumber 1 %2 "=1'-0" by Quad-Lock , . ° #5 x 18"L.Dowel @ 24" o/c 2x8's as per Manuf. Spec. 2- All Wood Joists to Be 2x8'5 @ I G" o/c U.O.N. p D Q D 4" Conc. Slab Reinf. T 2%2" Insulated Form °C W./ 6x6- 10/ 10 WWM - 2x8 Wd. JOI5t5 on Vapor Barrier ° ?yQi�ad'L'ock @ I G"o/c d o D \ 6 Approved Liner - LLJ Water-Proofing Membrane v R°-i_nf. Concrete Footing • D (3;J,#5 Continuousco -jam � �v�,�o '�o ° . • ' � ,n 2x8 Wd. Blocking TimberTech Deck Anchored to �� �� - - c ." D 2x8 Continuous p p / (2) 2x 12 s Continuous Wd. Header O 2x8'5 as per Manuf. Spec. ,�, , v ," � �'� A-_+ U 2x8 Wd. Joists @ 16"o/c v 2x8 Wd. Blocking on o 3 (2) 2x 12'5 Continuous Top of (�2) 2x 12"s 2" Rigid Insulated on v'/ `� Bars @ 24" o/c Column Cap to Post ,� m 4" Comp. Granular Fill �,_6„ Connector by m (n 5,imp5on Strong-Tie r D , Section Detail Pool Wall/Edge bf Deck 4x4 Wood Post o 0 w I - All Framing Members to be ACQ Lumber 1 %2 "=1'-0" v > ti 2- All Wood Joists to Be 2x8'5 @ I G" o/c U.O.N. PB44 Galv. Post Base by O C) Q cl Simpson Strong-Tie � ° 0 D D 7 o+ o. = Exist. Grade � - D� 0 7E5 X,% p O a TimberTech Deck Anchored to / j`\�j��j�\�/� D /� , i,/ \�; ` D 2"x 12" Led er Bolted to Exist. Column Cap to Post Connector 2x8'5 as per Manuf. Spec. ' ���XV��V g ' � � - • ° Foundation Wall w./ 3/4"0 Anchor by Simpson Strong-Tie �� �� �,i/�/v�/��/% � all -D; . .. • ; ' �� z �� 2 x 1 2 Led er Anchored '`� �` V �' �" `�� Bolts @ 24 o/c Staggered 4x4 Wood Post 2 /8 Thick Bullnose � g /�// $ ,/\; /,�; 8" Diameter Stone Cap to 8 Foundation Wall Concrete Pier / p , PB44 G'aly. Post Base by (2) 2x 12'5 Beyond w./ Exist. Conc. Foundation Wall Quad-Lock Track ° 24" Diameter Concrete Simpson Strong-Tie @ T B of Wall— :>Galv. Jo�i5t5 Hangers v / o Footing- by Bigfoot •D Exist. Grade . : B B o `�,% ° Systems Footing Form Quad-Lock Wire Top Tie o i � 8.. Thick Reinf. Conc. Wall �• ° v/ .v Vim,%/ ��� % ii; 8.. Approved Liner / 8... Diameter � o p Concrete Pier ° `� 2x8 Wd. JO15t5 @ I G"o/c v �P /,/ D ° / ; - Base coat Reinf. ° g o w./ FiberMesh-� D Wood Led er Connector " p o 2�1 Diameter Concrete E g o P o Footing- by Bigfoot Q Quad-Lock Tie D System ICFVL !and ICFVL-W b "� o ,p o 6" Compacted /. Simpson Stronlg-Tie 24"o/c ` o Gravel o Systems Footing Form @ D t ° � pO� � gpgo "tQ-D 0 O Ute' �'�0 2,V2" In5Ulated form _ u� 00 o c�oocP oo cfooo ooo m cfooo cPc�oo 000rn o 0�°.` 00 0` 00 X00 0 �0 0�°0 X00 `�00 0 00 0 #5 Bars 8 o/c �� o0 0� } by Quad-Lock @ o Ob o o OHO o�O��O o o o���ot o o o o o �° o o 0 000 o o 00 o m #5 Bars @ 24" o/c Q 4" Conc. Slab Reinf. yr Undisturbed Soil w./ 6x6- 10/ 10 MM , " #5 x I"8'L Dowel on Vapor Barrier " I n5U latedl Form v Approved Liner �L;) Quad-Locke Section Detail @ Typ. Footing/Edge of Deck , ° D A I - All Framin Members to be ACQ Lumber v'. 1 ( ter-Proofing Membrane g 1 /2 1 -0 p D G" Compacted D 2- All Wood Joists to Be 2x8'5 @ I G" o/c U.O.N. ij o�!p; o`o%� o Gravel D Reinf. Concrete Footing cv rdOP( � 06 O O O o0 O oinho0 .D p U 000g��oo �c�ooocP � oog�o ��o' _ ° w T er o o080 - - e D r O O O O 0 0 0 O 000 oQ' 0 °�ooti � � . � ��o ;` _ N 0) o 0 000 ,0000 0, p ip Z CD 'cn CO Undisturbed Soil ° Q U_ o .; 5� Bars 2 o/c 2 Rigid Insulated on " @ D @� Q (n C: Section T . Footing CX Exist. Foundation Wall 4 Comp. Granular Fill �'_6�� (3) #5 Continuous — QLO 0 @ Yp g u� rN � E I - All Framing Members to be ACQ Lumber 1 %2 "=1'-0" N 00 C W U 2- All Wood Joists to Be 2x8'5 @ I G" o/c U.O.N. Section Detail @ Pool Wall/Edge ,of Deck O o .L C ' CIS I - All Framing Members to be ACQ Lumber 1 %2 "=1'-0" Q z 2- All Wood Joists to Be 2x8'5 @ I G" o/c U.O.N. ~ w