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HomeMy WebLinkAbout42765-Z g- gaEFOLKe Town of Southold 5/11/2023 00 a y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44088 Date: 5/11/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7970 Route 25,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-6-32.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2015 pursuant to which Building Permit No. 42765 1 dated 6/7/2018 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: single family dwelling with covered front porch and rear entry deck as applied for. The certificate is issued to Dellaportas,Argyris&Patricia&Ors. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0070 7/31/2020 ELECTRICAL CERTIFICATE NO. 19-44449&42765 2/27/19& 1/7/20 PLUMBERS CERTIFICATION DATED 12/16/2019 Plu ing&H ting Aut ze 'gnature �guFFnt TOWN OF SOUTHOLD moo �c��y BUILDING DEPARTMENT 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#: 42765 Date: 6/7/2018 Permission is hereby granted to: Dellaportas, Argyris 21-55 Hazen St Flushing, NY 11370 To: Construct a new single family dwelling as applied for per SCHD approval. Replaces BP# 40117 At premises located at: 7970 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-6-32.1 Pursuant to application dated 6/5/2018 and approved by the Building Inspector. To expire on 12/7/2019. Fees: PERMIT RENEWAL $806.00 Total: $806.00 B nspector o�sugFnc,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE oy • 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#: 40117 Date: 9/25/2015 Permission is hereby granted to: Dellaportas, Argyris 21-55 Hazen St Flushing, NY 11370 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 7970 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-6-32.1 Pursuant to application dated 9/25/2015 and approved by the Building Inspector. To expire on 3/26/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,612.00 0 - G $50.00 Tot $1,662.00 uil g 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. New Construction: l or Pre--existing Building: (check one) Location of Property: /� �/N �� �1L ✓� �2�"�/ G� House No. Street Hamlet Hamleet ,/¢ ' Owner or Owners of Property: e G �1 /f LI (/ 7— ���– �V/e -" Suffolk County Tax Map No 1000, Section Block ® 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: $ A4 Applicant§ignature Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 ....................................._............I.................P . . .. 631)..598-5610................................_. CERTIFIES THAT Upon the application of Upon premises owned by Alternate Power& Electric Della Portis/CJM Construction Inc. 7920 Main Road 18 Astor Court East Marion, NY 11939 Commack, NY 11725 Located at: 7920 Main Road, East Marion, NY 11939 Application Number#: 19-44449 Certificate#: 19-44449 Electrical License M 40543-ME Section: Block: Lot: Building Permit#: 42.4&- Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/300 Amp UG Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and,wiring.to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of February 2019 Name QTY GFI Receptacle- 15 Amp, 120 V 14 AC Disconnect Switch -30 Amp, 240V 2 Smoke Detector- 15 Amp, 120V 6 Meter- 300 Amp, 240V 1 ARC-Fault- 15 Amp, 120V 7 Oven Circuit-'40 Amp, 240V 1 Incand. Fixture- 15 Amp, 120V 21 71 Paddle Fan- 15 Amp, 120V 2 Electrical Inspector: Anthony Giordano MAR 5 2019 � ...........�I,s €APP 0VED"%-� - This certificate is not valid unless raised seal is present. Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 _......_....................._P:..(631) 598-5610 ..............._. _.............................._.................................. CERTIFIES THAT Upon the application of Upon premises owned by Alternate Power& Electric Della Portis/CJM Construction Inc. 7920 Main Road 18 Astor Court East Marion, NY 11939 Commack, NY 11725 Located at: 7920 Main Road, East Marion, NY 11939 Application Number#: 19-44449 Certificate#: 1944449 Electrical License#: 40543-ME Section: Block: Lot: Building Permit#:-42759- ��a'71oS'� Name QTY AC Blower- 15 Amp, 240V 2 ARC-Fault-20 Amp, 120V 4 Combo Smoke& Carbon Detector- 15 Amp, 120V 3 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 65 Exhaust Fan- 15 Amp, 120V 6 Service Disconnect- 150 Amp, 240V 2 Switch - 15 Amp, 120V 47 UG Service Feeder- 300 Amp, 240V 1 Electrical Inspector: Anthony Giordano �............. ,�APPR�JVED o=-j .............. : °j!�imm�mnu%�"00, This certificate is not valid unless raised seal is present. nD L�­ I t MAR 5 2019 �" OF SO(/ry®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.deviin(c�town.southold.n us Southold,NY 11971-0959 y' olyCOMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Argyris Dellaportas Address: 7970 Route 25 city:East Marion st: NY zip: 11939 Building Permit#: 42765 Section: 31 Block: 6 Lot: 32.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt $0 Ceiling Fixtures 29 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 19 Wall Fixtures 11 Smoke Detectors 6 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Pumps Transformer Appliances Dryer Recpt Bath Exhaust Fan $ Time Clocks Disconnect Switches 76 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: 4- HW Heaters Notes: Inspector Signature: c Date: January 7, 2020 S.Devlin-Cert Electrical Compliance Form.xls O�tpF SO�lyo. . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11791 _ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC 1 6 2019 r CERTIFICATION Date:_ 1l, / // Building Permit No. Owner: cff) CLA (Please print) Plumber: (Please print) / I certify that the solder used in the water supply system contains less than VIO of 1% lead. �,(Q (PI m rs Signature) Sworn to before me this 164 '1 day of 201_�_ lr Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2t),-�D t� OF SOUT,yo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - V/FOUNDATION 1 ST [ ] 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: mml10m WITH OF FOUNDATION LOCATION HASBECEN APPROM DATE �7�� �� INSPECTOR 50UTyO � + � ��h Aft. h� �O # TOWN OF SOUTHOLD BUILDING EPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING REMARKS: in AftAd LAV�✓Q/ V1, - A4% d4 w Ott w ✓. VFU706 �QIWA 6VIJ6 DATE INSPECTOR SOF so # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: c/ a - U DATE INSPECTOR SOUTya� L 27(5- 7q-7 o f # TOWN OF SOUTHOLD, BUILDING DEPT. �ycouto, 765-1802 INSPECTION [ ] FOUNDATION 1ST : [ ] ROUGH PLBG. [ ] FOUNDATION 2ND : [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR 141-tv OFSOG TyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. caurm '' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ I I SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL bV [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION Q[ ] PRE C/O REMARKS-. t "VK_5 OV 6KO &A CO Lt ki O'VA, JW ww - mG` v� QV4 whf 14 �i DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [° `] : UFAFETY AULKING [ ] FRAMING/STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRENSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AAA ujw 0 0 DATE YD INSPECTOR s• s �r • s a .• • ��/y�► y� s s s� PIP Lo �s don _ u • e s: s Al �S �l�l�I�'�ll�•.�R��� ,�► . � . Imo( GO'' R x iii • a i e Ti's �r t r'� __ �.IrYr��.. II I� � CiiI r i gki RAMW ��AP , • r • i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or.need the following,before applying? TOWN HALL•:. .' �,, Board of Health SOUTH _ `;. .,�f. . ._. 4 .�.;: : OLD, r'Y f 1971 +' "ets of Building Plans TEL: (631) 765-1802 ":.:, r r'.-, ,'® ! ° �' Planning Board approval FAX: (631) 765-9502 Surve Y SoutholdTown:NorthF6rk-i4 PERMIT NO. ` Check N.Y.S.D.E-.C. Trustees C.O.Application_ 20��/ Flood Permit Examined .Single&Separate Storm-Wate I r_Assessment Form l� Contact: Approved 20 ' ' j` Mail to: Disapproved a/c _ ! Phone: + Expiration ,20 ......... Building Inspector �V�PPLICATION FOR-BUILDING PERMIT FEBr'.Date' 20. 1 :...... INSTRUCTIONS a. This application '' 11iS-=be-crstnpletely filled in by typewriter or in;ink and submitted'to the Building Inspector with 4 sets o . ans,- urate plot plan to scale.Fee according to,schedul'e r b. Plot plan showing location of lot and-of buildings on premises,relsati'onship to adjoining'premises or public streets or areas, and waterways.,,- c. aterways.,,c. The work covered by this application may°riot be commeriaed�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 inspectiohithroughout4liejwork. �- e.No building shall be occupied or used in whole or iri part•forjany purpose what so ever until the Building Inspector issues a Certificate of,Qccu anc . f:Every building permit,shall,expire ifthe'work-authorized;has,not comm68ed1vVitin12�4nonths after the date.of issuance or has not been completed withiiTr8 moritlis from such date If no zoning"amaridments or other regulations affecting the property have been enacted in the interim,the Buildinng-Iiispector may✓authorize,in-writing,'the'extension of the permit for an addition six months. Thereafter, a new permit.shall be required. I APPLICATION'IS 1iEREBY MADE to`the Building Depart�tieriffor the issuance of a.BuildingPeimit pursuant to the Building Zone Ordinance of the Townof Southold, Suffdllt Coiint�,New Ycirk,aand,othet applicable'Laws, Ornmarices or Regulations, for the construction of buildings, additions; or alte'ratiot�s'or-for}rembval'or demolition as herein d'e`scribed.The applicant agrees to comply with all applicable laws, ordinances,building.cocle liousing,code,'and,regulations;and t 'admit authorized inspectors on premises and in building for necessary inspections. (Signature•pf applicant or,name,if a corporation) (Mailing.address of applicant) State whether applicant is owner, lessee, age , architect, a neer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll'or`latestideed) 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. c 1. Loc ion otland.on,which proposedko `Wl ill be one: � wr ;v ,tet House Number Street EfXfr1_00 County Tax Map No. 1000 I Section Block. V.` -1 . 3 r�r }.e to{�;Lot Subdivision Filed Map No. Lot 2. State existing use aricI'occupancy"of premises and inten ied use and occupancy of proposed'constr ction: a. Existing use and occupancy 4.`!/( y 1' b. Intended use'and occupancy 3. Nature of work(check which,app'licableNew Building Adelier�-- U 'on Repair Removal .. er Work (Description) 4. Estimated Cost Fee (To be paid on filing this,application) 5. If dwelling, number of`dwellin'gunits Number of dwelling units on each floor If garage; number of cars., '. 6:; If.busmess;,core mmercialaor mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ; xisting,str- tures�y: Front Rear Depth Height Number of Stories Y , Dimensions of same structure with alterations or additions: Front Rear Depth Height "'' `..` Number of Stories, 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories 9. Size"of lot:Tront' -', '- s Rea/ Depth d 10. Date of Purchase Name of Former Owner . 11. Zone or use district in which,premises are,situated E 12. Does proposed construction,,violate,.ariy,;zoning;law,=.ordinance or:regulation?YES . NO 13. Will lot be re=graded? YES NO Will.excess,f.11°be;removddtfrom premises?YES_KNO 14.Names of Owner of premises. (,(ift' �: : Address: .:. .. Phone No. �� 72 G S 9 Name of Architect .SCGci! 'l2 j %"s::; .: ~Address Phone No Name of Contractor- hone No. 15 a. Is this,property.within 1.00 feet of a tidal,weilarid or-a freshwater wetland? *YES NO . * IF YES, SOUTHOLD,TOWN;TRUSTEES &:b;E.C. PERMIITS,MAY BE, QUIRED. b. Is this property,,within 300 feef,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 110 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 OE.�t/Frd_G _._ sworndgposes;and.says thAt•(s)he is the.,applicant (Name of individual signing contract)above, . med; (S)He is the (Contractor,Agent, CorporateOfficer;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. S o to efore me t ' day of ME D�BUNCH Not.ary,PublicNoimy Puft,SM OT New York Signature plicant No.01W6181M a .Clust#�d 1n_8i ownty C)/ opttftsion EXOM A" 14.2.,...._ ' 1 r a Scott A. Russell �°5u��f� �4 ST(� RIAAWA�C']E]E� �� :: < < SUPERVISOR IMANAGIEMIENT SOUTHOLD TOWN HALL-P.O_Box 1179 p _ 53095 Main Road-SOUTHOLD,NEW YORK 11971 fFl �1 Town of Southold FEB 18 2015 CHAPTER 236 - STORMWATER 1YIANAOEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) yes NO [l RA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. --E- pje_u t_2aD_s_ w_5_\Ltacyl- �el1 1 C� feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 41E] 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 PIan and a completed Check hist Form to the Building Doliaitment with your Building Permit Application. S.C.T.M. 4: 1000 tate: APPLICANT: (Property Owner,Desia ofessional,Agent,Contractor,Other) Otst/ict raAiv; : W Z 3 �� �,(7 O Z /� /•fI Section Block Lot 1 a:=:b,•,:.t — k:F,,.l t:)tl j'llill;l ,;a DI_}' F"'. EN"1` F�r ILY ' Contact Information. J Revievved By: (late: Property Address/ Location of Construction Fork: -- --- - - - - -- - Approved for processing Building hermit. 4_t-V l�a ........_.. StormwaterMa:nagement Conirol Plan Not Required. tortY`w:.ii r iviana;;ement Control Plan is Requircn. (F d t f numeenng Dcpa innenl for Revievi.; 'IC.}' 0 AY 2011 APPLICANT; S.C.T.M. : 1000-1CHAPTER 236 Wroperry Owner,Design Professional,Agent,Contractor,Other) „ a0` 4- ; (� 001" ,6 �� � Stormwatez Management Control Plan CHECK LIST Section dock Lot I S M C P -Plan Requirements-. Provide ONE co of the Building Permit Application. NAME: rev o q PY P. ate: %1< The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklistl .:ti sur inky �m�en I. A Site Plan drawn to scale Not Less that 60'to the inch MUST 01 NO If You answered No or NA to any Item, Please Provide Justif icatton Ht,•e' show all of the following items: I If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property.Boundaries 1 li b. Total Site Acreage. —� EROSION&SEDIMENT CONTROLS ^� c. Existing-Natural&Man Made Features within 500 L.F. Shall include but not be limited to: of the Site Boundary as required by§235-17(x2). i �' A well maintained Construction Entrance d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �_l� Wire Backt-d Ciit Eenrino stal3iiizatien e. Limits of Clearing &Area of Proposed Land Disturbance. ' 0 E Existing & Proposed Contours of the Sitz; Ninimum 2lntervals) g._.Location of all existing&proposed structures,roads, r driveways,sidewalks,drainage improvements&utilities. h, Spot Grades& Finish Floor Elevations for all existing& DRAINAGE iNSPEcTieNS ARE REQUIRED - ore proposed structures. L Location of proposed Swimming Pool and discharge ring. j � backfill, OR Provide ngineer s Lertitication j. Location of proposed Soil Stockpile Area(--).' ; That e drainage has been installed to Code. k. Location of proposed Construction Entrance/Staging Area(s). il- 7 I. Location of proposed concrete washout area(s). I� M. Location of all proposed erosion&sediment control measures. I �' 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate " on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. ; 3. Details 3 Sectional Drawings for stormwater practices are required for approval(. Iterns requiring details shall include but not be limited to: a. Erosion&Sediment Controls. i _ ? b. Construction Entrance&Site Access. 1 J" c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) 1^ " C)It I NGI II Ef NG EPr�.ft'(lbth "' USE ONLY", 1 ��IlS..e� ,. („ J �SC. 53 `` F Additional Information is Required. Reviewed& Storrriwater Management Control Plan is Not Complete. Approved By: 1 — — — — -- - = — — — — — — — — — — — — — — — — - I I Storrrwater Management Control Plan is Complete. Date: , SMCP has been approved by the Engineering Department. FORM " SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ((, ' »� �i�t � t� r--- ti - Town Hall Annex- 54375 Main Road - P ox 4,119 Southold, New York 11971-0 ,% Telephone (631) 765-1802 - FAX (631) 765-465 1 6 2099 roger.rich erKab-town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION i=QUESTED- -`;­_.. .__. ..._. _. . . ... ..... . . .. Date: ompany Name: CoC-) /,G r,-tL ame: C TX Z_ 'cense No.: _100:5_1_h15 - email: ;UGL Qsw I Gr VAiat`d cc,r►� dd cess: 0232 I" 6,3( C--V A Hone-No.: l '76 7 OB SITE INFORMATION: (All Information Required) ` ame: ddress: 7970 M14(t) fid Efi5 Nlqg 100. N Y *rocs Street: hone No.: tdg.Permit#: �7�5 email: ax Map District: 1000 Section: Block: Lot: ;TEF DESCRIPTION OF WORK (Please Print Clearly) So _V-Ey :ircle All That Apply: a job ready for inspection?: YES NO Rough In Final to you need a Temp Certificate?: YES NO Issued On `emp Information: (All information required). .'enrice Size 3 Ph Size: 308 A #Meters l Old Meter# lew 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 Request for Inspection Form.xls 0 , a O��OF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 iQ �yO0UN1`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 9, 2021 Argyris Dellaportas 21-55 Hazen Street Flushing, New York 11370 RE: 7970 Route 25, East Marion Note: Before the Certificate of Occupancy can be issued you must apply to the Zoning Board of Appeals for the accessory building TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42765-Z New Dwelling REVISIONS: 133. 001 SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-31-06-32.1 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: \\`. -,"�'''�,�'\/ ,�,�-�r•• EVERGREENS PROTECT ON TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILI N COMPANIES THAT THE ,/"''• �.-"�- \%' �`/ '"lam \ L---"'%' ��J {I f AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY: 22,833 SQ.FT. 0.524 AC. �.> LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE•DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED ESTIMATED AREA OF \\ .-..._ \ .,� \ �_� \\ 1 Q 14.832 SQ.FT. > �, AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-UNE OF TREES TO PREVENT INJURY TO THE ROOT GROUND DISTURBANCE: f EL. 3 3.1 I�� \, G�� i /' \f -_.,y ' �. 4 SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD E 18, „ , ! ,''�� / C ,/' �l \ �� �....j `��„-�> t,, INSTALLED WHERE VEHICLES ENTER THE JOB SITE. X,C. —, , -= - ,, , 4502213011 `! �/ ! \ L 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED WRING LENGTH OF PROJECT. EXISTING HOUSE: 871.3 SQ.FT. 3,79k V / \ / \_--•-� �'> -- , �i `! .FT. 1.1 �-7 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING PORCH/DECK: 260.9 5 % , Q GRADE ` i ! ,r• !' `%' �. PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CON TRACTOR AND EXCAVATOR ��' SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE CID — DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT PROPOSED ADDITION: 1162.7 SQ.FT. 4.9% 200 CU.YD. 28 CU.YD. r l7 w �_ {% � .`\ END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. J 5 Ex'�'T• �• / ` '-.� EL. 3 A.1' EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCHMARK PRIOR TO EXCAVATION.O\ER DIG PROPOSED PORCH: 59.6 SQ.FT, 03% 3 CU.YD. 2 CU.YD, Yr T LL _ �`�"� `t FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. �. 51�T FE / ``-""� A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. r / J SHED 1 LIA41T,S OF "'-�.� ,ti B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE nGLE ABOVE 4 FEET OR NCE OF�(�S'�-'�n'G CLEARI N Z� INSTALL SHORING. EXISTING COTTAGE: [228.2 SQ.FT.] [REPLACE] I V V) "'-�� HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE.LOPE IS STABLE,USSUALLY - A RA G E BACK TO S SLOPE V 2:1(VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE GUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPOSED WORKSHOP: 740.0 SQ.FT. 3.3% 85 CU.YD. 10 CU.YD. 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS Q EXIST. I I TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DtYWELLS AT THIS TIME. PERSPECTIVE VIEW ` _ UNDERGROUND HOOKUPS(ELECTRIC.WATER,GAS,ETC.)TO BE INSTALLED. EXISTING SHEDS: 57.7 SQ.FT. 0.2% 00 SHEDpROp O 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GLADE ALONG PERIMETER ' POSSIBLE) NEIGHBORING PROPERTIES ROADWAYS.IN:TALL CATCH BASINS WITH M SED � DRIVEWAY: 12950 SQ.FT.] - • ' TORKsHop RYWELLS AS REQUIRED TO CONTROL THAT CANNOTSTAY WITHIN DISTURBED ED AREA 36" MINIMUM 2X2 Lei (FORM . (FORMER _J O7-T.AG ' PROPSED SEPTIC SYSTEM: (1)ST,(2)LP 150 CU.YD. 15 CU.YD. N FENCE POST E) a ADDITION PROPOSED DRYWELLS: (7) / 15 CU.YD, 5 CU.YD, WOVEN WIRE FENCE MEETS & BOUNDS ° �7 (6X6 - 10/10 WWF) / 37. ' t / TOTAL: 3,152.2 SQ.IT. 13.5% 453 CU.YD. 6D CU.YD. r� , ;� ji i' BY: PECONIC SURVEYORS O FILTER CLOTH Z V1 LP ' DATED: JAN. 14, 2015 CL / I STORM WATER DRYWELL EMBED FILTER G / / +', ' J' ' CLOTH RAD �O � / � 1 w MIN. 6" INTO GROUND (� . X REQUIREMENTS: H z �` 4" Z �(� — — — / �)c3�� �(� LOCATION: SIZE DRYWELL: AREA: 2"RAIN/HR.: ST DW �� m HOUSE,PORCH: (2)8'dia.,5'deep(422 cu.ft.) 2375 SF 404 CU.FT. W NOTE: / �Al WORKSHOP: (1)B'dia.,3'deep(126 cu.ft.) 740 SF 126 CU.FT, MAXIMUM DRAINAGE AREA / DRIVEWAY (3)8'dia.,4'deep(5077.ft,) 2395 SF 400 CU.FT. 1/2 ACRE/ 100 LINEAR FEET / / 0% cle"1 f� m p�/ [� Pic► � ►--••I SECTION DETAIL / �+ �� /jCI / Y �y j-. DRY WELLS TO BE 10'MIN. L� / •l t AWAY FROM HOUSE SILT FENCE DETAILS �V •�y / TOP SOIL �L✓ y 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLABQ SCALE:NTS LOCATION Lu 24" DIAMETER _ 2"ASPHALT ROAD SURFACE ON CAST IRON INLET 1 t - / ✓ 4"COMPACTED RCA BLEND GRATE& FRAME E TYPICAL 1 , 8'dia., 4'deep a I NN _ DRYWELL r X iEx. FEN X ! X — 8'dia., 4'deep CE •-- - --------- _______,� DRYWELL .t PRECAST CONCRETE �2• 11.0' X I J • r .. r ; CHIMNEY Cn co / o i Cn i i r ,COVERED:' -- - - - -- - - 20.31 r i' ',: /', /i %y PORCH ', ''% ,/2; ;' '',.'';/ �, CONCRETE = 0 ® ® ® ® ® O N / 0 / F ; , ; ' , ` , ; I �!__ - ----- WASHOUT I _ ® ® ® ® r� ° zo ARGYGIS & PATRICIA I �'; %,'�i' '%'/'/ ' ' ' „ — 0 IIIII- //i / / r' / /' ; ; . , Z I Q ids°•p ® 18"TRAFFIC BEARING Q DELLAPORTAS / ;' I ;,t LL �b �, ® ® ® DRAINAGE PIPE.TYPICAL (PUBLIC WATER) 4 C'`" �; ;i i ;',/ ,' ; ' / ,i h 5 ;- x SILT FENCE (LIMIT slopt NEW 2 STORY S O`FARING) I I I IPO 13 10 — _ ® 12 10' DIAMETER X 4' DEEP / , 1 //FRAMED ADDITION/' '/'//� 4.0' J I — 12 ', LEACHING RING PRECAST CONCRETE Q EXISTING 2 STORY 88.2 0 — • o �bo — ` O EX. WELL I I I I ® ® � I— ,2 FRAMED HOUSE CP. f. / a WITH NEW ROOF --► I • '° ,��, — c' , ,'/:'/,,// / "/,,//"// /' 1 /) ADDITION 2.0' � t ` �. HEDGE — (� 4.0' I i r% = CLEAN SAND & noir , I I I I l7 ` { - GRAVEL FILL. tQ.�: al�s�:•�al +� W 1 LL.I N GROUND •• ,OQe43`p n ,$ N a) + 20.3'' % N Z ��� 4 Z I WATER �.. rcol C) O ¢ �% ', U �. Lu { ` �-' 2'-0"n. 10'-0"ameter CLEAN SAND& o m v .� 2 0n. as \ 0 t1 N ` GRAVEL FILL w � WCie t- r 1 0 0 � \ �i o 0 0j= zLL DW COVERED POR H �`�' TYPICALLu SECTIONW �� LEACHING � \0 a W z 25.7' LU !f EX. ASPHALT �' v `� ") z F_ PARKING I _� Scale:NTS N O W ZO � . PORT-A-LAV TO REMAIN ` �[, 50' MIN. ON SITE FOR DURATION r I M - _ OF CONSTRUCTION �— I N BUT SUFFICIENT TO KEEP Q SEDIMENT ON 9TE D ` } I O DRAINAGE INSPECTIONS J HAY BAIL AND/GR Oi70NS ARS REQUIRED w SILT FENCING Contact TOS Enr;r.p?r;,i,, _ 8 dia., 4'deep BCL, ackf;ll 01 �t 765-1560 before 0 r ►� ` p. DRYWELL z ILLI .that the drainage has been Certification U , Z Installed to Code, O CONSTRUCTION - _ lLT FENCE (LIMITS OF CLEARING _ _ _ s EL. 34.2' I o CK Wter-•., r'-...^-.r,�"^ "'ti.--�..'-'_ti„'”"` `� I \ A% Ate,, a EROSION -�• c ,-�-`.---�..�' -r. HEDCsE HEDGE� i� .. ,._ � � I `y �ti z � Sal N 3�SEDIMENT CONTRO � EL. 33.8N t RAN C _ Q e o —�. EDGE w ._.._ - _ i include b b N -- X I -------------------------- � d It _ _ •_ -- . ,�-_=' �. _`X'�- — X— O A well t e lim ed to: E.., -- maintained ons ' ctio _ Q\�� Q\G� N Wire Backed SiftFencing, s li Entrance, _ X__. — X —'X —' - EX. SPLIT RAIL FENCE — X _ __ X___ 11 o -Seeding g� sti bilization& _ X �1 N40047"0" E 102 . 66' � g°feXPosed and/or ina 'N 37 0 0 'Einactive soils. U 1 EXISTING CB � ENTRANCE* CONSTRUCTION ENTRANCE FOUNDATIONOF COMPACTED A x 3/4"STONE BLEND OR N.Y.STATE COT APP OVED R.C.A. PPROI/AL OF STOR B. CB. FILL TO 18"(MIN.)ABOVE EXISTING GRADE DRAINAGE CONTROL WATER MAN �-7 LAN - o n Co AGEMENT Date: - CB. ha to 236 PLAN VIEW _Approved y; ' 2 5"m" M AY I EXISTING GR rYs sem;,t ., �rt S a Re ROAD ( PUBLIC WATER IN STREET S mee } CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTS U MAY SAIL AND/GR 3/4"STONE BLEND OR N.Y.STATE COT APPROVED R.C.A. I Ws ') DRAWN: MH/MS oT SILT FENCING FILL TO 18"(MIN.)ABOVE EXISTING GRADE DRAINAGESCA I� CROSS SECTION JOB E: i"=20' SITE PLAN COO �� =�- ��� ,oB#: r °�' "� r ` February 23,2015 ii — � � SHEET NUMBER: SCALE: 1 – 10 -0 TEMPORARY CONSTRUCTION ENTRANCE I_� SCALE:NTS """ S - 1 V " NG AREA = 22,833 SQ. FT. or 0.524 ACRES � ° a SURVEY OF PROPERTY os� �• �v4t��ad���6t .�TQ�BVG � g. 0IV��� A T EAST MARION 1 G 00,, ��a�� TOWN OF SO UTHOLD ° 00 dNKN J SUFFOLK COUNTY, X Y. wEv. TZ OAS o SUFF �� ouNTY DEPARTMENT OF HEALTH SERVICES E 3�op 1000-31-06-32.1 PE MIT FOR APPROVAL�OF CONSTRUCTION FORA A 5,��t) 00 SCALE.- 1pp,2 d SCALE.• 1'= 30' SINGLE FAMILY RESIDENCE AND � t N3 . � JANUARY 30, 2013 1 , r , �. 6 \ p.'�3� MARCH 15, 2013 (STONE MONUMENT 6 r 1•"'' PUB � 1p2• � JULY 16, 2013 (PROPOSED ADDITION 0 M FEB. 06, 2014 (Revisions) ®ATE Z �� H-S•R+EF:No. 916-13-0075 �_ W JAN. 14, 2015 (Revisions) •�7 OprE PNS Z APPROVED /L/`L/ �1—i 40 N o `'o 0 cam. TOTAL IVAXIi.lUM BEDROOMS N �� '�� ' '�$- \. �\c'1�\ w d Q°5 Co 'b y O EXPIRES THREE YEARS FROP.4 DATE OF APPROkjRL s TEST � 3k 1 0 �pW. El- 3�}.3' O G7 1� d Z p � D 1++ a 204 // //�' N o PROPOSED SEPTIC SYSTEM (7) BEDROOMS) MAX row o Z N y O,pg �// � . ':A a a " [1] 2,000 GALLON SEPTIC TANK Water Line(s) MUST Be Inspected By The Z Z -� + * /� o� [2] LEACHING POOLS 10 DEEP x 8 DIAMETER uff`olk County Dept. Of Health Services. o NON' w�` 41',N;� ��/tiN / 2�8 a EXISTING SEPTIC SYSTEM TO BE ABANDONED Call 852-5700, 48 Hours In Advance, N / o v IN ACCORDANCE WITH S.C.D.H.S. STANDARDS To Schedule Inspection(s). -`' o ix o�� �,\ 20.5 I\,;.n GP- TEST HOLE DATA McD0LIENCE 0112912013 p ■ = MONUMENT �F—vo'iiMin. N EL. 34.3' 1 G W/L DARK BROWN LOAM OL Total Lot Area: 22,833 Sq. Ft. ` EX\S�N TO�o�-- �`, Aiadon d::t o existing sanitary system must bei 1' y RENO 1 ; co io�ance with department requirement Submit X 209'.= 4,566.6 Sq. Ft. � �, � � �' � Proposed Total Lot Coverage = 3,115 Sq. Ft. p i jsi/ s Min onnpletedform, �J�lM- ;C) asproof. BROWN SILTY SAND SM RAIN RUNOFF CALCULATONS 07'W a'3 I / � � %/� NG P,14\1 PA 3' EXISTING HOUSE, PORCH & } � � pW al E•tc) REMO`1ED �Jo PROPOSED ADDITION , PORCH=2,375_ sq. ft. 10 BE REMOLD BROWN AND PALE BROWN 2,375 x 1 x 0.17= 404 cu. ft. rn ' / �1 a, N c � /� -, � � o, OF i�IE , la-331' FINE TO COURSE SAND SW 404 / 42.2 = 9.6 VF S PROVIDE 2 DRY WELLS 8' DIAMETER x 5' DEEP o }�° �;. '� � OR EQUAL. Q r�`� ''� �' PROPOSED WORK SHOP=740 s ft. 0.6* ` q' 0.6 W' 33.0 Bg o pe = r`' O '_k0 WATER ENCOUNTERED 740 x 1 x 0.17= 126 cu. ft. o 133.0 _ .. 126 / 42.2 = 2.9 VF 54 1• 2 o's 0 PROVIDE 1 DRY WELL 8' DIAMETER x 3' DEEP OR EQUAL RRITAN � �� ,rr GA 4� '� .Y.S. LIC. NO. 4.9618 ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA71ON 0.7•s S4r,-22'3p BRUCE L � 4A.mj ONIC S ORS, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. N/0� 001S �R 631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS �C WA P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PI,IB SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 13-114 WHOSE SIGNATURE APPEARS HEREON. ELEVA77ONS ARE REFERENCED TO AN ASSUMED DATUM. SOUTHOLD, N. Y. 11971 SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-31-06-32.1 SCALE: 1'= 30' JANUARY 30, 2013 O MARCH 15, 2013 (STONE MONUMENT) JULY 16, 2013 (PROPOSED ADDITIO FEB. 06, 2014 (Revisions) JAN. 14, 2015 (Revisions) �� JAN. 14, 2015 (Revisions) OCTOBER 22, 2015 (ADJACENT PROPERTIES SETBACKS) N AUGUST 10, 2016 (FOUNDATION LOCATION) �Z, �� SEPTEMBER 20, 2019 (UNDER CONSTRUCTION) J�• G0 REBAR SPT G � l G � ,Cv r' �f �S O ro o y Joy ,roti' a,�,r �9-�0 4� ry0. ��O P R/o WOOD PORCH ��. .tK )3. CE J AC MTS o- WOOD DECK S, & STEPS � D If /5 v YA r� O O <p (Id � �G � ��AF � ?�• ��y ti•5 �Gro jam? GSA G�G� 9�' ��`�_�.� �� � G 0. `fin X20 _ kph F' ' 9 SEP 2 7 2019 KEY ® = REBAR ® = WELL A = STAKE ® = TEST HOLE ® = PIPE F tqF 6;I"0 ® = MONUMENT WETLAND FLAG r = U77UTY POLE ELEVA71ONS ARE REFERENCED TO AN ASSUMED DATUM. ANY ALTERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON UC. N0. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECQN/C"SURVEa'0P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS (631JAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA = 22,833 SO. FT. or 0.524 ACRES P o. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 13-114 SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD .�' SUFFOLK COUNTY, X Y. 1000-31-06-32.1 SCALE: 1'= 30' t ` JANUARY 30, 2013 MARCH 15, 2013 (STONE MONUMENT) JULY 16, 2013 (PROPOSED ADDITION) FEB. 06, 2014 (Revisions) UJAN. 14, 2015 (Revisions) JAN. 14, 2015 (Revisions) / OCTOBER 22, 2015 (ADJACENT PROPERTIES SETBACKS) t / J AUGUST 10, 2016 (FOUNDATION LOCATION) VoxjSEPTEMBER 20, 2019 (UNDER CONSTRUCTION) OCTOBER 14, 2019 (AVERAGE SETBACK) OCTOBER 22, 2019 (SETBACK REVISIONS) l Z/4VY l DWEWNG DWELLING WELL UNKNOWN PUBLIC WATER CL.EL. 34.6' MAIN ROAD (S.R. 25) CL.EL.34.4. (PUBLIC WATER IN STREET) N40047'00"E cB. 102.66' N37'00'00"E 39.00' CB. EDGE PVMNT. 0 i STONE O I CB.g EDGE OF PAVEMENT 1 EL. 34.2' MON. POS & AIL FEN_ 122' 94' BR. HEDGE EL 33 l OD.21 —v "C 113' PILLAR` .,A . ..w� ,. o .s' �Fs9 N j 0.4 W >: ~ 'p t0 N fir' rN fN Z. J - }� m. nZ<11 <_ R/0 WOOD <o I PORCH > V c') HO1 ) _ 20.4' HOLE AC UNITS 0 w — L. 4.3' .t (� O CE co 20.4' O CPjL•j a --X WELI8(TO BE NON—POTABLE) - O Q SLIDING CLF. 1.1,W GATE 4.1' 2 STY. FR. N HOUSE U/C ' V r o 9.8' p Iii 0 20.4' o 0 20.4' 1000-31-6-11 1000-31-6-12.1 22'3 1000-31-6-17.2 ��oo s�.aa LIGHT 07W 1000-31-6-16 N/0/F BRUCE GARRI TANG N A CD N/01F O ARGYRIS DELLAPORTAS PATRICIA DELLAPORTAS 31.6' C!n L/GHr CONC. 16.1' a. V O.6'µ! C.E. N 21.0' o ro FR. BLDG. U/C Iv EL. 34.1' 37.2' KEY CMF yi t.',,'A' <. s EL 33.1' , EL WELL EVERGRENSk '� < , 33.1' ® = STAKE _. - S45'22'30"W 2.0-S. `Y~�`V� 133.00' = TEST HOLE = PIPE N10/F BRUCE GARRI TANO A VERA GE SE TBA CK DATA ® = MONUMENT MOTEL W r ~ e SCTM # SETBACK PUBc�'�'''••3 ^ -`� �'", UC WATER 1000-31-6-11 29' ;- �,. <, = WETLAND FLAG 1000-31-6-12.1 19' - , '0 cloj = UTILITY POLE 1000-31-6-17.2 21' 1000-31-6-32.1 27.3' I 1000-31-6-16 37' / ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. AVG. FOR ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V10LATlON ARE ACKS APPROXIMATEADJACENT PROPERTIES �+�dr'c;F�^�-•�^Y N�'r LIC NO, 49618 OF SECTION 7209OF THE NEW YORK STATE' EDUCA77ON LAW. PECON/C SURVEYORS, P.C. EXCEPT AS PER SECTION 7209—SUBD/VIS/ON Z. ALL CER71f1CA710NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR 7H/S MAP AND COP/ES THEREOF ONLY FAREA = 22,833 SO FT. OT 0.524 ACRES P.O. BOX 909 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. � 12JO MA SOUTHOLD�N.� 11971 STREET 13-114 SCDHS REF# R10-13-0070 ' D �`��'� �J v D SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF OONSTRUCTED WORKS FOR SURVEY OF PROPERTY C'!LO A 6W.,LE FAMILY RE:Ir.EFNCE MD • 4AT. EAST MARION � 1 TOWN OF SOUTHOLD � .r�'t o .D DateJUL 2a2o H.s.Ref.No._9 , -.. - � , SUFFOLK CD UNT Y N. Y. Z r. The ge d4sA�and water.,IMty fac�Itles at this Ic,,*Wn to"been — — � k"pec m"or coed by V"Dspertrr1e11t a i ondos and bund to 1000 31 06-32.1 tl o uft t«y FOR T a AL UM OF I40 BEDROOMS. SCALE. 1'= 30' JANUARY 30, 2013 MARCH 15, 2013 (STONE MONUMENT) Craig Knepper, P.E., Chief JULY 16, 2013 (PROPOSED ADDITION) QfficQ of Water anuli.• FEB. 06, 2014 (Revisions) JAN. 14, 2015 (Revisions) JAN. 14, 2015 (Revisions) OCTOBER 22, 2015 (ADJACENT PROPERTIES SETBACKS) AUGUST 10, 2016 (FOUNDATION LOCATION) SEPTEMBER 20, 2019 (UNDER CONSTRUCTION) OCTOBER 14, 2019 (AVERAGE SETBACK) OCTOBER 22, 2019 (SETBACK REVISIONS) MARCH 12, 2020 (FINAL) APRIL 8, 2020 (DW ADDED) DWELLING DWELLING WELL UNKNOWN PUBLIC WATER —Z CLEL. 34.6' MAIN ROAD (S R• 25) CLEL.34.4. (PUBLIC WATER IN STREET) N40'47'00"E _ ce. 102.66' N37'00'00"E 39.00' CB. EDGE PVMNT. STONE 0 WATER METER CB.s EDGE OF PAVEMENT EL 34.2' MON. POS Q Z1' R. & AIL Q 122 _ 94 113' PB LLAR ^" ..1 HEDGE EL33.8' --- '-- - - - ! W 2I EXISTING /`1�7• 9jj� ' Dyl 3 WATER LINE (`y+ `m DW STEPS I i = � TEST w O it (V ?j R O WOOD HOLE 4 • '� ?1 PORCH 20.4' (b vvvv 'A 1 0 w EL34.3' A _ AC UNITS � BE NON-POTABLE ❑ cp CE o 20.4' 27.4' 0 x--x---x. WELL® ?� O SLIDING F. w 9.8' �a 1.1'W GATE 4.1� 2 STY. FR. �9 PROPANE r„ HOUSE A TANK 9.8' A f� 'A' 020,4' o 0 20.4' 4%, 1000-31-6-111000-31-6-12.1 WOOD WOOD DECK V 22.3' `J 1000-31-6-17.2 � STEPS & STEPS ,:I LIGHT / N/0/F B0.7'1Y,RUCE GARRITANO 1000-31-6-16 SEPTIC LOCATION N / sr ARGYRIS DELLAPORTAS A B PATRICIA DELLAPORTAS ST 47' 44' 31.6' P2 (A con LPI 56' 60' ucHr 16.1' ,. LPI �1 CONC. 0.6'W. C.E. N 21.0' LP2 59' 49' N FR. BLDG. U/C N EL 34.1' 37.2' KEY -n QQ = REBAR cMo�-� .� `` EL 33.1' EL S EVERGR iL' e A 33.1' ICENS'I i' yam'• , ti G'� �.. 'd�,,. A rn n-x ® = WELL S45'22'30" r 2/~ , i,' �-',f ;r ?;��• �,_: 0 b -11 TA 133.00' 1 7_ ® = TEST HOLE N10/F BRUCE GARR/TANO m x A VERAGE SETBACK DA TA ® = PIPE MOTL�L OF NE6 � c SCTM # SETBACK ��� t`j-O m ® = MONUMENT PUBLIC WATER 1000-31-6-11 29' = WETLAND FLAG 1000-31-6-12.1 19' CO..) U77UTY POLE 1000-31-6-17.2 21' cn 1000-31-6-32.1 27.3' 1000-31-6-16 37' :h ELEVA77ONS ARE REFERENCED TO AN ASSUMED DATUM. 26 77 AVG. SETBACKS FOR ADJACENT PROPERTIES / ANY ALTERATION OR ADD/770N TO THIS SURVEY 1S A NOLATION ARE APPROXIMATE. ' J.Qe'?;1 / .,1'.S, LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECONIC),SI�R5VEYORS, P.C. EXCEPT AS PER SEC77ON 7209–SUBDIVISION 2. ALL CER77RCA77ONS (631) 765 026r FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F AREA = 22,833 SQ. FT. or 0.524 ACRES P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA 1/ELER STREET WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, N.Y. 11971 13-114 ISSUES/REVISIONS i i 1 211 1 211 I (V —LL BATHROOM ELEVATIONS SCALE: 112" = 1'-0" VERIFY EXISTING WINDOW 15 TEMPERED GLASS TOILET RELOCATED -------------- NEW GRAB BARS - \ INSTALLED AS SHOWN �--- LEIQ1W1 PROPOSED NEW SINK.TO HAVE i ACCESSIBLE 27" CLEARANCE /— BATHROOM 3o OCTOBER,zoi9 UNDERNEATH I I EXISTING WET BAR AND N I I I STORAGE CABINETS TO �\ 5-0" DIAMETER REMAIN CD `o` I O I THESE PLANS ARE AN INSTRUMENT OF PROPOSED mz \ / UP I ARCHITECTSERVICE DINFRINGEMENTSWILARE THE PROPERTY OFTHE ACCESSIBLE 3 I rl� BEDROOM J 1 1/2" STOVE I BEDROOM 4 BE PROSECUTED I 2oi9 ALL RIGHTS RESERVED N ( I PROPOSED POOL TABLE �Q I" 5'- I EXISTING KITCHEN TO REMAIN _ I OR PING PONG TABLE I I 1 2'-1 1/2" MECHANICAL ROOM 1'-2 1/2" I I UILT-IN BOOKCASE AND MODIFIED CLOSET I MEDIA CENTER Robert I. Brown LAUNDRY ROOM i LAUNDRY ROOM Architect, P.C. REFR 2GG5 RELOCATE DOORWAY205 Bay Ave. Greenport NY G" I ini�.o@ribrownarchitect.com I S' I EXISTING FAMILY ROOM TO REMAIN 631-477-9752 I 3068 DOWN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED 00 O ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING DINING ROOM TO REMAIN0 O O [0 . 1 BEDROOM 2 BEDROOM 3CLIENT/OWNER BEDROOM 5 BEDROOM G DELLAPORTAS 7970 MAIN ROAD EAST MARION, NY 11939 ECT TITLE EXISTING LIVING ROOM TO REMAIN EXISTING LIVING ROOM TO REMAIN PROJECT INTERIOR RENOVATIONS �n DRAWING TITLE FLOOR PLANS f=I RST F LO O R PLAN SECOND f LOOK PLAN 18 DECEMBER,20 1 9 SCALE'/4 _1'-0" SCALE: 1/4" = I'-O" SCALE: 114" = V-0" DRAWING NO. EXISTING EXCEPT AS NOTED ❑ AS BUILT — - - F.EVISIONS: 133. 00' AL, ham, `�� _.�. / _ EVERGREENS „;l.I1..E D,1k1f,.A: Sh:TI'V[ # 1000-31-06.,32.1 �: .., , DESCI!:IPTION: SQ. FT. AREA„ LOT COVERAGE: EXCAVATE: FILL: EL. 33.1' v -___ % ` '_ < �_ �'l �. ��� J/i ! O _.•,._...__....—... _ ' — f 1 _ '_ /' '• , '' r/�._ 3O 11W PR(IPERTrt,— 22.833 SQ. FT. 0 524 AC. ESTIMATED AR['A 14,832 SQ. FT. C)l.1ND 61STURI3ANC: GR1': .. EXIST• 1[TFENC I_;d1STIN6 HOUSE: 871.3 SQ.FT. 3.7%, ” SHED E ITS `~-- _ EXISTING CLEARING) "-�- -- EXISTING PORCH/DECK: 260.9 SQ.FT. --- 1.1% 0 GARAGE PROPOSED ADD:TION 1162.7 SQ. FT, - 4.90% 200 CU.YD. 28 CU.YD. O EXIST. I PR!OPOS':D PC1 ;CH: 59.6 SQ.FT. 0.3% 3 CU.YD. 2 CU.YD. 00 SHED PRO 0 M SED RKS Cl _ (FOR O HOP a EXISTIN4_.COTTAGE: [228.2 SQ.FT.] [F.EPLACE1 LonAG �,�� ry E) o I [ �� Ca';' ED--;, 0 S T. 3. 8 YD. O C C5 i I T/1 r' EXISTING SHE DS: 57.7 SQ.FT. R 0.2%LP �1 37.0' DRIVEWAY; [2950 SQ.FT.] _ - - QI 1 PROPSED SEPTIC<-YSTEK'k (1)ST, (2)LP 150 CU.YD. 15 CU.YD. PR-',)POSE[)DR),%VELLS: (7) V 15 CU.YD. 5 CU.YD. LP — — ST / CSWAl V -- —_--TOTAL: 3,152.2 SQ. FT. 13.50h 453 CU.YD. 60 CU.YD. �! L/] lip / O w F1 Co ' / 'SSP / ��\ �• �� �'�C V �Y / TOP SOIL / LOCATION - . SEQUENCE `D l:"� PROJECT: Q, -- 1 SITE CLEAPING:(:LEARN,NCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED,RUNOFF PRO"FECTII:)N TD BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF'.)NDEP GROUND 1I,IIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE r r ARE,it IS C1.I:AR. ;,:LEAF:THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE r r I LAR('JE AR;IAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 8 dia., 3 deep PR,4t;:TICAL..LIvrr EQU PME\IT TRAFFIC IN AND OUT OF THE JOB 51TE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED DRYWELL r X — _X _ X — 8'dia., 4'deep All W I'i H FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT EX. FENCE / SYSTEM.IF A PER. IANE VT DF'.IVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE XI �- _ _ __ ___1� DRYWELL INSI ALLEI: WHI:I!,E VEHICLES ENTER THE JOB SITE. �) 11.0' i- ' / r I 2 POLL.UTI01"J COhITROL CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. r ' / 1 20.3 ,' ;COVERED- -- -- -___ 3 SOI 1.CONTROL: EXCAVATED SOIL TO 8E RETAINED ON SITE ASS IND1CATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRL'.>ERVE "I:'HE E NVIROMENI"AL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR z N O F I /' /` / , PORCH ', i ,/ i , ;'' ,' ♦� CONCRETE / / , ' ,% .� ,� ;/j' / / , �.`' i / i ; % / // d ♦♦ i I SHA[1 INS;'ECT PI':OPEPTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE O i '',' %; WASf�IOUT I z j' .9,g' , i / ;' • I DC P•..E BY riANb WHEiI�J THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT i X I ENG LOADER. PFIOTEC:'1 GRASS,TREES AND OTHER PLANTS�X�HENE'VER POSSIBLE. " C) A RGYG I S & PATRICIA - // '';''�/ j% / r Z ' ENE)L A DER Ski cDULD BE AS:LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG �� ' ,' W FOLI NDAT'ION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRA'.1NING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. Q D ELLAPORTAS J W A).I THE DEPTH OF E;-:CAVATION IS 5 FEET OR LESS,OVER DIG BY 3-4 FEET. O " ° ' B . ll`THF IiiXCAV.4T1014 lS DE'EPER TH4N 7 FEET,THE SIDES MUST BI.SLOPED OUTWARDS ATA 45 DEGREE ANGLE ABOVE 4 FEET OR 32 x � r ,% ;' /' ! i / I t W INSTAIl SHOPJNG. h (PUBLIC WATER '/,' �,'� / - -' r ti 5 , x SILT FENCE ( I HILLSIDE E:,,CAVI,,TION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY (� Q — 11MITS BALI-i TO,'� SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). �� W OF CLEARiI�IG) A).,'i N :HOF:IrD VEF',TICLC:CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. NEW 2 STORY FRAMED ADDITION,'' f ' '' r _j I 4 STORM V)1\TER G:UNOI F CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWNSPOUTS F"M I �i 4.0' � � / i' /' / i' I `♦ TO IJE 1M,"IED1A;I'LY IN:iTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNT)ERGR10UND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. EXISTING 2 STORY o O EX. WELL >- 5- PRO)ECT 1:'OMPI.ETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER FRAMED HOUSE v Q _ (WHERE NMSIBLI:)OF I.AND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH „�j I —X— X-- DRYNELU AS RE(2UIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. WITH NEW ---X __ ADDITIONROOF > HED /b ilu Cly ' V / O 4" °° U , ,z ADDITION ro 4r-iii r to 20.3' /' ;' N Z u,, X .� ♦♦ ♦ Z cv W CL ILL ' X O o t DW Q 10 1 MEETS & BOUNDS / ;'/J U 1,�W � - 20.2' 1 BY: PECONIC SURVEYORS <` C tEtz - o r %a DATED: JAN. 1�4, 2015 �i z Z o DW COVERED PORCH �' U O O � :% ' rn U \O 0 25.7' :,, ' EX. ASPHALT �.� CU w % N d �, z 0 11- r' ) PARKING 0 1•- ce . PORT-A-LAV TO REMAIN ON SITE FOR DURATION 8'dl ., 3'dee MI OF CONSTRUCTION --i '—' D YWEL 1 W { �../ vJ 8 dia., 3'deep DRYWELL v C Z I U O rte. _ _ _ SILT FENCE (LIMITS OF CLEARING EL. 34.2' CONSTRUCTION - - - X -��- STON E W STONE -- -'- - . �NE[7GE� -'-�--� I-i ED Ci E � EL 33 8' EN RAN-C-E APRON ._�..�,_� `.� - - iE� i _ _ - APRON _.-�� �:_ �_�" ✓ �__T71 1 11� 4'' �_ --- _ S I'ORNt WATER DRYWELL _..,- X�,=--�-� x-- �---X--- -- X— "— x— ~X � 04710" 1 r1 — EX. SPLIT RAIL FENCE �11 �'•X — 0010E N 0 47 0 E 1oe)1 . 661. �, ^ REQUIREMENTS:N 37U 1 \� LOCATION: SIZE DRYWELL: AREA: 2" RAIN/HR.: CB. CB Iti\ 13 HOUSE.,PORCH: (2) 8'dia.,5'deep(422 cu.ft.) 2375 SF 404 CU. FT. (1) 8'dia., 7 1 \^ I DRI4'EWAY (3) B'dia., Tdeep(380 cu.ft.) 2950 SF 493 CU.FT. ® -_. P„, d `� /� (1) 8'dia.,4'deep(169 cu.ft.) ,rol R 0 A D S PUBLIC WATER IN STREET DF;Y WE:..LS TO BE 10'MIPJ. �' r1E�', 4`x;-K DRAWN: MH/MS AWAY FROM HOUSE ,� ��,�i��' : 1•} \. A�, (� SCALE: 1”=20' O o �;rJ ''j JOB#: SITE PLAN, ,a a February 13,2015 '^^ � SHEET NUMBLY:: SCALE: 1" = 10'-0' etc✓ REVISIONS: �� �/, . T A A A P R V D LF-7 D '�'A , 10'. D is OnCUPANCY OR B.P.ft 0 17- -Z-- off v DATE: 10 /Vrk 10 S UNLAWFUL 'j" U'Sj E I FEE 6'-4" NO .FY I3U11D';!'i0 13 0—,3') 0 10 13 -711 70, 11THOUT CERTIFICATE i 1,4iE NT T 765-1802 8 AM To P;I' FOR TH12- OF OCCUPANCY FOLLO`�!If"'G INSPEC-1 ION!& of LEDGER BOARD TO BE FASTENDED 10'-0" NOTE: 1. FOnDATI''_'N - 7.V0 R-L:,,.4\J!RED TO BUILDING WITH TIMSERLOKQD NEW FOUNDATION HEIGHT TO BE ADJUSTED FOR POURED COk,,"-'F-.FzTE SELF-COUNTERSINKING SCREWS I --------------------- IN FIELD FOR FINISHED FLOOR HEIGHTS TO 2. (ROUGH - FRA%�';,"G & PLU!`,!1'�1l`,'!fj' BY OLYMPIC MANUFACTURING CD (3)2X8 AC�Q IPDE� BE FLUSH 3. INSULATION (2 SCREWS @ 32"O.C.) 4. FINAL - CONSTIR�UCTION t,,1UST 1-0"x-2-(Y'- - --------------------- NC.PIER T-0"x 2'-U'- BE COMPLETE ;1-0� R C.�. w/2'X2'Xl' TBELOWC ADE(TYP.) ALL CONSTRUCTION SHALL MEET THE --------- - ------------------- - - ----------- ---------- REQUIRFMENTS OF THE CODES OF NEW 0 YORK STATE. NOT RESPOiN'SIBLE FOR 0 > 0 If, DES!'GN OR CONSTRUCTIO!'l ERRORS. C, 4 ---—---- ------------ -- ---- 4 d GL.;::: '--I IDES OF Ln N r- L ------ ---- _X S_ : "z"l,' Y J TOWN CODES AS REQUIRED 4� T 0"117- Ln 4 I 11111 U2 1-3/4X11.7/8 ML 1u I 171- ........ On 00 .......... - ---------- - --------- '00 b CONSTRUCT NEW WALL V��--�AcC 11-7/R"TJ1560 WOOD-I I jQ_16"OC AS SHOWN WITH ACCESS 41 DD ER AND REMOVABLE 0 "n E. :fill 6 L t1ZEDSTEEL GRATE.&� FL oo OR DRAIN AND NNECTTODRYWELL(TYP..) BER CERTIFICATION PLUM— x ----------- § N of bX ON LEAD CONTE TBEFORE m ^Qc ----------- c� RTIFICATE OF OCCUPANCY 5 CO(.0 IG 1._4 0 x111 IIIIIx I- 61 I iT T SOLDER USED IN WATER SUppLy SYSTEM CANNOT ;;F 11-7/8"T11560 WOOD-I F1 e16"0C fill x LEAD. 0 ExcEED 2110 OF I I" 4 2'-6" IIID 2)1-3/4X11-7/8 ML 0 41 0 of cc :lilt 0 WOOD-I FJ 0 16110C, I VIII loo- 0 cc Inn Inn10 O7 4�4 114 STEEL COLUMN UD Y-6" 3'-6'Xl2'CONIC.FTG. ------ *1 FORCED WITH 0 MI 4 uj . :,5 EBAR EACH WAY 00 inn w N Ix "OC (TYP.) loll: 1 1 _j flill :E fill 1 n1 5i cf� zo X I III N_ x 111:1Z C4 10'—21/2 of 19'-71/2" 1 19'—,31/4" 3,-53//4" 21' ITI 11 IIIII ::I'- 7_1 4 t +---- ------ - x 11-7/8"111560WOOD-1 FJ 016"OC 4'-3/2In 5'-81/21) L � : I : r) 0I I N, 13� :' 1, : cj 4 cc Ln Lu q. C2) 4 ct r- x TV v 4 0 rooloolooll v z z 5 4 7-d 77.7 -a 0 a I ,::: --------------- 0i .4 - a . &. . 14 1 _-,f 11-7/8"T11560 WOOD-I F] ft-16"01C u pD 0 u 4 ;> 0 • 4 4 2XI;ACQ D A @16"OC 0 4 4 -- ------------ J 4 0 d 2 0' LO 0 on Ln < Iron -I cl, NII C u cn 00 L 0 12 02 q, C u Ln U GIRDER�3)IXEI ACQLIE R 3 3),IX8 ACQ GIRDER I L L__L_).2X8 ACQ GIRDE�R ------------------- _E> ........... ...._.-e- , 8$-41/2" 81-41l 8'—41/2" u 0 cn 20'-0" 10'-0" S E PROJECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1' 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT B'-C". 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-P-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS RESIDENTIAL CODE WITH A BITUMINOUS COATING, SILL GASKET. 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. U\ 3).FOUNDATION SLAB TO BE 4"THICK,3000ps!CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. lot REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE , J; AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL Q., - JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE /to, DRAWN: MH MS '/A THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL --*�$ SCALE: 1/4"=11-0" SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. JOB September 18,2015 SHEET NUMBER: SEP 2 2 2015 L L "o of T -8 of @N SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTION PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: A 49' 11" 20'-011 10' 0" 19 -11" J. 20, 6'-10" 9'-0" 4'-2" 3'-11/2" 4' 101/2" '-0" 6'-4" 9'-91/291 3'-91/2" ---------------------------------------- I - 1 1 1 I 1 1 , 0" ; o ----------- --------- 01 : 2-TW3046 TW2636 ; I 2-TW2636(31n Mull) FWG60611R (2 2X10 DF#2 GIRD - - d (2)2X10 DF#2 HDR. 0 0 ( (2)I R. (2)2X10 DF#2 Ht R. cl T HD � COVERED ---;------� -p- o- - --- ------- \ �%1 N � I _ X N PORCH d I Q N \ N TW2636 N BATH I TEMPERE _ cfl No. 1 (2)2X10 (2)2X10 1 , HDR. HDR. 5 -1„ r — — — — — — — — — — — - - — — — I n n 1 U P , ==a'`�'' 1 •”` I. 0 Q TJI560 WOOD-1 F] N 10 11-7/R"TjI ";------� � � N - KITCHEN � M -ln ' N �v oo �+ O FJ 16"OC ~ I �—�I^ v aO I O �.I gees , I ® ; ° - ° `n-3, I� �.,:.�7 I,."'.'.b �� a d BEDROOM No. 1 ----- ----- _ __ M ' '. . �N o� w J . , T� r Si1 N N V 1 F'^ PROVIDE AIH PAN ENTRY I I (^ ` { I `y (�, O UNDER WA EF(TYP), _ ___ 1 _J} -10„ 3, 3" 5' 10/2" 5' 9/z" T ------------ LN _g--- N _ .�,�j� N I O q c0 1 I - 1 1 �t ` d ' LNDRY. - , 1 ROOM ' T-8" '-6 - Q t 4,-0„ ------------ ------------- I rn — — — — — — `j' ' N i DN fp cc L 2'-6- 4z& Ndj " co�NI• ---- :5:D":------- ° I 3,-0" 1ST. FLOOR-2ND. FLOOR STAIR DETAIL o " SCALE:1/4"= 1'-0" � " 00 FJ @16110C1 1"520 -281/2 _ rn 69-61/2 '-'61/2 N-M III■I X 00 � BATH 2'-6- 4'•0" 00 W1 - No. 2 2-6" o o N dvzo LID IN v N _ In N N o 2'4" l DINING ROOM I I ci J aQu z na°BATH C)No. 3 BATH 2'-2" 2'-2" o No. 4 '-9"4'-91/z" 4 4 41 -3'iN o HDR. BEDROOM No. 2 BEDROOM No. - I j� 3 TW2032 � LC ll r \ - © 5 0 I _ 4'-61/2„ ,_5, 00 „ i 19'-4,/ 1 r b_ 6,-2„ I . I I r 2ND. FLOOR p p 00 (3j 1-3/4X11-7/8 ML WINDOW v z = v I 1 I I o o i // '/ , - �- — ' - -- ' w X X 00 EXT. cV (2)2X10 Hb . (2)2X10 HDR. N N M +�j p I ( I % " I^ X : I 1 I N OPNG ^ DEN IWALL 4-D FUSH HEARTH mTW3046 TW3046 LCa a N V 17/ 1 I o � � o R— j /'f~i :' -- - ' a w U) 11-7/8 WOOD-1 - - - - - - - - - v ^S4 FJ I (3)1.3/4X11.7/8 ML , to a� [~ 41 2X8 CJ o 00 N� wI 8X8 COLUMN P.), ; o � (MATCH EXISTI G) ■ �(2)i-3/4X18 ML I ^I UPSET BEAM EXT. N (2)2X10 I cu WALL N (2)9-1/4 ML HDR..j HDR. ; ; U m T-On I I 003•TW3046 DINING ROOM BEAM DETAIL 5'-0" , -o" 5'-0" 4'-31/2" 5'-81/2" � � 6'-43/4" 11'-01/4" 2'-6" SCALE: 1/2" = 1'-0" k. 20'-0" 10'-0" 0 19 -11 X '� N I � I ct I 49'-11" 1 X N COVERED PORCH �60� M 25-10" H 1 1V. 1ST. (3-)2X8 GI-RDEI (3}2X8 GIRDERPROPOSED FLOOR PLAN = - ' oE _ V PRODECT NORTH SCALE: 1/4 = 1 2006 SQ. FT. N -------------- 1). --- ---- -- 1).PLATE HEIGHT at 8'-4"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WALL LEGEND WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH H 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. fY --------------+ REPAIR,REPLACE EXISTING DAMAGED,DEFECTIVE OR REMOVED Q --------------_ WALL TO BE REMOVED OPENINGS. 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED, r EXISTING WALL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.PATCH (� AND/OR REPLACE EXISTING AS REQUIRED. 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 U) NEW WALL AND 2X4 WALLS AT R13. x 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE �✓ BLOCKING AT 8'-0"O.C.AND MIDSPAN. 9).INSULATE CEILINGS WITH R30 INSULATION. Q' NOTE: Icr DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. I� [INT.:2X4= 4-1/2",2X6-6-1/2",EXT.:2X4-4-",2X6= 6"] OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS PROVIDE MOISTURE-RESISTANT SHEETROCK IN BATHROOMS. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR •E: ..." DIMENSIONS OF NEW WALLS ARE FROM STUDS MICROLAM HEADERS. 11).INSTALL SMOKE AND CO DETECTORS PER CODE. ,�.' [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] Ct f ` S y �� 1 Vim• DRAWN: MH/MS r, SCALE: 1/4"=1'-0" 3 /�-1JOB#: � ` September 18,2015 OF_N '`� SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT P1IORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVTSTONS: A I ' 1 V I 1 , I P -`2X8 DF#2 RR @16"OC a@ C 1-3/4X9-1/2 ML RIPPE CC 12adl � 12 4.5 6 , I „ "----.._._..--....--'-.-.-_-.._.__._.__.-._..�__-�-_.-..>.___...,._..._ms...._.s.___m ._ __.,..,_.,a...n_,.�___. .....,.-.m..--_• L • _._-_-__ ..,._._ _ _ _.-.__�._..___—..----_._ III • � _.1 I ---- . ... - I 1 _...__ ...-1 X 1-3/4X9.1/2 ------------ ML RIDGE11/2-ML-RIDGE - -- ----- , NON-STORAGE ATTIC12 2X8 DF#2 CJ @16"OC , i ' " � I � ar '1-3/4X9-1/2 ML RIDGE O 'u 1 � ix ix BATH _�� ; ' o ��� �f ' ___. __ __.__ • .__--_______.___ '-__ 'i �� �- - ` ' ' — _. C _. .-_ , I i I ! y f- ._ •__....7 r--- ----------- ----- No. -- ---------- ----- o -----------..._ o. HALL UTILITY ROOMLL � s� a� -- B H Op --.._.... -------'---- ---- -------- ---- n ' 12 -- --.^..-- — _.— ----- 4 L^—J ZkgRRct _ 2X6 CJ 16"0 - ------------ ]]-7/8"TJ1560 WOOD-I FJ @16"OC _— I 2X10 DF#2 GIRDER I-------.- _ ------ -_._.__-__...- _ _--.-_.._,__- __ -_ ----- -- _ --- - BATH --� ;_ HALL _ 12 Ni- ,_v _ = No. 3 o ENTRY ------ -. I ! I I (2)11-7/8 (2)11-7/8 I I 1 ML ML 3/4"SUBFLOOR O - — -_ 2.�._._.._..___. I 1 I --, ..5/4"DECKING - ----------------.___ - -- . .. __ _ ..,._..._..- ______ _--------... _._ i XG ACQ DJ @I6"OC ' EXISTING (4)1-3/4X9-1/2 ML GIRDER �• � I I I •' •� I I 1 1 O D: TJ1560 16 OCOOD-i 10"CONC. ,•o O A � @ ' ° PIER ' 1 •, " , 1 1 I 8" S PC WALL 4X4X1/4 "••' r� p DAMPPROOFSTEEL Q; COLUMN 24'X24'X12"A CONC. FTG. E PROJECT NORTH ROOF PLAN 00 N SCALE: 1/4" = I' ; 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING e, 4"CONC.SLAB d, ,. ,, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. : �.' S'So••',•d_ :: ➢.' 'o.•',•v : `,.•',•d " 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE �• •�,-'oi p'vI� •of 0.•0,� A�.•o� p'o.� i i I • WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS -- 16"X8"CONC.FTG. Q '��3'-6"X3'-6"X1'-0" 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. REMOVE EXISITING SHINGLES UNDERLAYMEi T (2)#5 REBAR CONC.FOOTING DIRECTLY TO THE DECK ALONG EAVES. REPAIR/REPLACE EXISTING STR CTURE,TRM, o (6)#5 REBAR E.W. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. EXISTING AND SHEATHING AS REQ ED. N 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT Cn G o 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ON y'., 5 ECTI O N A-A USE 6 NAILS PER SHINGLE.NAILS ARE Td BE FLUSH WITH SHINGLES BUT NOT a .5).ICE BARRIER TO BE CUTTtNGINTOSHINGLESURFACE. ---------- - ------------------ - - - SECTION CO � � O 'jz WITH ROOF AND SIDE WALLS(TYPICAL). --- --._--,•------------- ----- -._...___--------..._.__.__. ._.__.. -- --------.---_ . `_4 Ci, v SCALE: I/4" = I' �" >" w © "4 .ty` z V CU In a o � � = 6n c' ti, V .m .C., y"",, LO U `D U CU 04 s STORM WATER MANAGEMENT DETAILS N.T.S. ROOF SHINGLES w/ ICE&WATER BARRIER AT PERIMETER PER CODE un GUTTERS DOWNSPOUTS DRAIN PIPE OVER 1/2"SHEATHING H GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM (INCH) Lo 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER RRAOFT R COPPER LINER h•H 3 340 480 2 1088 46 3 1644 68 2320 96 OVER EPDM O 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 // GUTTER 5 1250 1760 3 3220 134 5 6680 278 9440 392 \ NOTCH OUT �,/ 2X4(TYP.) CEILING JOIST ,AS REQUIRED 6 1920 2720 4 6920 288 6 10700 444 15100 628 I 1X8 AZEK 12"O.H. FASCIA �F IX6 E&CB AZEK N OGEE GUTTER-STANDARD 5" SOFFIT NOTES: EXTERIOR CORAVENT I).EXECUTION: WALL 5-400 VENT !r, A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. FYPON OR APPROVED 2).PREPARATION: EQUAL SOFFIT BRACKETS U A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. (MATCH EXISTING) � / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 5/4X12 AZEK \' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I FRIEZE BD. W HOUSE ROOF AREA:2556.7 SQ.FT. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. EXTERIOR 5/4X4 AT 100%WATER RUNOFF:427 CU.FT. OPENING AZEK CASING PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS 3.INSTALLATION: AT ALL OPNGS. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. [TOTAL DRYWELLS CAPACITY:5D7 CU.FT.) 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND > w 3 -"" .A.' . ACCESSORIES. WORK SHOP ROOF AREA:664.0 SQ.FT. B),ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT I f` AT 100%WATER RUNOFF:145 CU.FT. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL SOFFIT D CONNECTION WATERTIGHT. ins A PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS DRY WELLS TO BE 10'MIN, 4),PROTECTION: SCALE 3/4" - 1 '-0" m [TOTAL DRYWELLS CAPACITY:169 CU,FT.] AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. • tiJ , B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Ss, r Ji" r.,_ COMPLETION. v �•�� DRAWN: MH/MS Oo ° '; d� �/ O ° SCALE: 1/4"=1'-0" ° d ° 'r,�.� L'G '� JOB#: September 18,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY CF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEIAENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.