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HomeMy WebLinkAbout43583-Z p�OgllFFQt Town of Southold 11/16/2020 COG, 3 P.O.Box 1179 o - °" 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41600 Date: 11/16/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 995 Southern Blvd, East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2019 pursuant to which Building Permit No. 43583 dated 3/26/2019 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: one family dwelling with covered entries and outdoor shower stall as applied for. The certificate is issued to Mindvase LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0070 9/9/2020 ELECTRICAL CERTIFICATE NO. 43583 11/12/2020 PLUMBERS CERTIFICATION DATED 9/25/2020 nd ner Se a Inc ��\,k It • U'Auto ' ed Signature �oP,STOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • SOUTHOLD, NY Vz- 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#: 43583 Date: 3/26/2019 Permission is hereby granted to: Mindvase LLC 243 Fifth Ave New York, NY 10016 To: Construct a new single family dwelling as applied for per SCHD approval. Replaces BP#41564 At premises located at: 995 Southern Blvd, East Marion SCTM # 473889 Sec/Block/Lot# 22.-1-10 Pursuant to application dated 3/26/2019 and approved by the Building Inspector. To expire on 9/24/2020. Fees: PERMIT RENEWAL $897.90 Total: $897.90 r r i Building Inspector g�FFO(� TOWN OF SOUTHOLD BUILDING DEPARTMENT o 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#: 41564 Date: 4/25/2017 Permission is hereby granted to: Mindvase LLC 243 Fifth Ave New York, NY 10016 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 995 Southern Blvd., East Marion SCTM # 473889 Sec/Block/Lot# 22.-1-10 Pursuant to application dated 3/3/2017 and approved by the Building Inspector. To expire on 10/25/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,795.60 CO -NEW DWELLING $50.00 ota . $1,845.60 u i I d i ngA nsp Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1$02 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be fined in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 I%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 ]_ Certificate of Occupancy-New dwelling$50.00.Addj a"ons to dwelling 550.00,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 I Copy of Certificate of Occupancy-S25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: V Old or Pre-existing Building: ��}y (check one) Location of Property: qq5 swikun eo-u—et O j ECLN House No. Street Hamlet Owner or Owners of Property: 1�-�'tYI8W 0.SaQ_ B-c- Suffolk County Tax Map No 1000,Section 02 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:S c�V ;cant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 sean.devlin(aD-town.southold.ny.us es° a:, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Mindvase LLC Address: 995 Southern Blvd city,East Marion st: NY zip: 11939 Budding Permit# 43583 Section 22 Block. 1 Lot- 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Laurel Lighting License No: 4718ME 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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 76 Ceding Fixtures 19 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 19 Wall Fixtures 21 Smoke Detectors 6 Main Panel 200A A/C Condenser 3 Step Light 3 Recessed Fixtures 27 CO2 Detectors Sub Panel 50A A/C BlowerI Range Recpt Dual Ceding Fan Combo Smoke/CO 4 Transformer UC Lights 36Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED 3 Exit Fixtures Pump Other Equipment* 54' -Track Lighting, 50A Steam Room, Gas Cooktop, Warming Drawer, Micro, Hood Dual Fuel Oven, 50A Car Charger, Fridge, W/D, DW, Electric Mirror, Jacoozi Notes. Wired New House Inspector Signature: Date: November 12, 2020 S Devlin-Cert Electrical Compliance Form As 70,;m Ha A� Tcftp�(631)7,65-1892 54375 Main Road Fhx(631)765-95U2 P.0-Be&I 0� sml&a,K MY I U n/ 49m UIYI til BUILDING DEPARTMENT D IR Elsl FII,e TO VM OF sGumor, m, " E DD S E P 2 9 2020 BUILDIPT G- DRATT. 9ERTIFICATION UT (Please print) Pkmh=.Vn,� (Please print-) I caffy ffid go wRtw msrd in*r w.-#kx zWly syezm wmtam ko gm V10of 1% R . fim &Is 20 Z_[) CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORKNo. 01-V06105050 Qualified In Suffolk County 5a Commission Expires February 28,'ZO- 2_� Not"Public, 50UTH how o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST /V6 [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: fAvY w-- kck.,/ gAel py Yn� 6vif✓NT is 4_ DATE Y )gs INSPECTOR SOU) a TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION 11� UNDATION 1ST [ ] R H PLBG. FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELEC CAL (FINAL) REMARKS: 1-AW 15 o�-, *OVIJ� SvAk ;V) f�Jjv\ 116 0 14) GGA 1S � ►�it�l'e/ DATE Il S� INSPECTOR V/I& , ho��OF SOUjy�� # TOWN OF SOUTHOLD BUILDING DEPT. `�courm ' 765-1802 -INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS:�vvvou / Y (Ill. Ove vi lILl DATE INSPECTOR SOF SOUTy �o� Olo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ GH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [YFRECESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ TRICAL (FINAL) CODE VIOLATION [ KING REM A IM KS: V4 1v ifedvt-,� V�t+ - lAk A<S y VrA R I e4-I r DATE 8�� INSPECTOR OF SOOT ti��a 9p� H # # TOWN OF SOUTHOLD BUILDING DEPT. ��� courm, 765-1802 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 [ ] CAULKING REMARKS: Co PLetw- it-4, e' kv-4.M*7 �it/` • Q / �I,c 'Y` eo4 l_ -OA Gt SOP' DATE Zc� INSPECTOR �o��OP SO//Tyo� / / -l J S tiv # # TOWN OF SOUTHOLD BUILDING DE T. 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 RVQ REMARKS_ : d Lt" ej-- cl (6 A DATE �Z INSPECTOR OF SOUT # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /-STRAPPING [ FINAL A141> [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION =[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION n [ ] PRE C/O. REMARKS: 0 G _ MN\A S &AviwAW jm� �✓ VA r DATE Z3 �>V INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 995 Southern Boulevard,E t Mar r ; ;/ Test Date 7/8/2020 Building Permit#: BP41564 %� �Ea .z-- LS �� �-�'Cp i ce Pathway Performance Test Completed by: Christopher Silvia SEP 2 S' 2020 T Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743ROpMIL13 7rC DEQ. BPI# S rlOT'7TL< _ is _ 1�T3OLD 631-673-0664 m Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume F21 Conditioned Basement Basement 2342 21078 ❑ Conditioned Crawl Space 1St 2302 20718 ❑ Sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated in 3 r 0 acc ante with ANSI 2765,except that conditioned floor Attic 0 rea inc des areas where the ceiling height is less than 5 Total Volume 41796 ft. CFM @50 pa 11721 Air changes/hr@5 a 1.68 Code Compliance: Pass Duct Tightness: Post Construction Test- otal D ct Leakage System-1: Basement Duct Location Conditioned Space -------------------------- Floor Area 2342 Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Exempt System-2: 1st Floor Duct Location Conditioned Space •------------------------- Floor Area Leakage CFM @ 25pa 1151 CFM/100 ft2 CFA Code Compliance: Exempt System-3: 1st Floor Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa 1151 CFM/100 ft2 CFA Code Compliance: Exempt Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 7/8/2020 Christopher Silvia,Dome Energy Solutions E � I S � 1 k s S a` a 8 i T ,� , l Commercial Sealants&Waterproofing Product Description Color TREMDrain@ DPI is an optional drainage,protection and insulation board Yellow designed for use primarily with TREMproof@ 260 Spray-Applied Waterproofing Membrane TREMDrain DPI's unique and proven glass fiber Limitations design promotes efficient water drainage and the retention of the board's R- . Not for use beneath sand-set vehicular pavers. value The semi-rigid nature of the board acts as a protection course for the . For vertical installations only TREMproof 260 waterproofing membrane • Not to be used as an exposed or wearing surface. TREMDrain DPI is an excellent way to address below-grade energy efficiency • Store rigid fiberglass board flat and off ground. needs.It fulfills requirements specified in ASHRAE 901 which call for below- • Provide cover from sunlight,weather and excessive temperatures during grade walls to have"a rated R-value insulation not less than"what is storage. specified for the climate zone Installation Basic Uses Apply TREMDrain DPI to TREMproof 260 Waterproofing Membrane before it has cured.No mastics or adhesives are necessary to hold the board in place. TREMDrain DPI is installed in vertical applications,where TREMproof 260 The board may also be applied after the membrane has cured with a water- has been applied to typical applications such as foundation walls,tunnels, based construction adhesive, and planters TREMDrain DPI protects the waterproofing membrane, channels water to the drainage system and insulates foundation walls Note When installing over any other membrane aside from TREMproof 260, the membrane must be fully cured TREMDrain DPI is then attached through The exterior insulation of foundation walls can reduce interior condensation the use of pre-set insulation pins or a water-based construction adhesive by increasing the outside temperature of the wall,helping move the dew point nearer to the outside of the wall.TREMDrain DPI may help reduce the risk of Begin by placing the TREMDrain DPI board at the footer or lowest installation freeze/thaw related damage on typical foundation walls point and progress up the wall.Successive boards should be placed by standing them on top of the previously installed board TREMDrain DPI can TREMDrain DPI allows for same day and efficient installation of the drainage, be cut to size with a utility knife. protection and insulation course when used with TREMproof 260. TREMDrain DPI should connect to a perimeter drainage system to facilitate Features and Benefits the drainage of water carried by the board to the footer—reducing hydrostatic • TREMDrain DPI may also be used with other TREMproof waterproofing head resistance on the wall This can be accomplished by ensuring that the membranes in vertical applications gravel that is a part of the exterior drain tile system is placed at least one ft up • TREMDrain DPI allows for installation into TREMproof 260 while still tacky. the face of the TREMDrain DPI board from the footer • Design of board allows for installation into other Tremco cold fluid-applied For depths greater than 12'(3.66 M)below grade,a minimum TREMDrain membranes when fully cured. DPI board thickness of 1-3/16"(3 cm)is required.For depths greater than 40' (12.2 M)below grade,contact your local Tremco Sales Representative or Availability Tremco Technical Service Immediately available from your local Tremco Sales Representative,Tremco Warranty — Distributor or Tremco Warehouse. Tremco warrants its Products to be free of defects in materials,but makes no Packaging warranty as to appearance or color. Since methods of application and on-site 4'x 4'Rigid panels placed on pallets conditions are beyond our control and can affect performance,Tremco makes no other warranty,expressed or implied,including warranties of Storage MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE,with Store rigid fiberglass board flat and off of ground respe le-e9get+en4ial1+e,eN#s 0H)n; to replace or to refund the purchase price of the quantity of Tremco Product proven to be defective,and Tremco shall not be liable for any loss or damage. www.tromcosealants.com Page 1 of 2 r L PROPERTY TESD" VALUES _ l VALUE Flow Capacity per unit width ASTM D4716 21 gpm/ft 261 Lpm/M Type Yellow unfaced rigid fiberglass board Board Size 4'x 4' Board Thickness ;�i4�' Drainage ability(Hydraulic gradient of 1.0) GallonslHourlLineal Foot 74 118 237 Thermal Resistance R-3.1 R-5.0 R-10.0 U� 0316/TDDPIDS-BG n "p 3735 Green Rd 1451 Jacobson Ave 220 Wicksteed Ave 1445 Rue de Coulomb Beachwood OH 44122 Ashland OH 44805 Toronto ON M41-11G7 Boucherville QC AB 71-8 216.292.5000/800.321.7906 419.289.2050 1800.321.6357 416.421.3300/800.363.3213 514.521.9555 www.tromcosealants.com Page 2 of 2 � f� 1 wr`tir d •. �� , Jr Ilb `• :_ R ♦ f/I. � � s M.,..w • �:e i ,rte •.s • 'r - J • •? 'ri'1� .;i`�-rte.. LTi • ter; '� •�C ',' � r, , MR1 R; ;fiNei, �../• ',� �` yam, ii � �} � ",� S`�a �_. r�► _�1.L_. w. ti. ��,}`_+C j i�y G 1Ca'i __ ^� ++"� ~_ I / - ` - ? +i "ll loll" �4f30 2018 14 , 34 ♦ 4 � I Tm it MA 7 ok jA //.L�i�'tl l �r J :1-T77 r — L LL11�f'�ii.'•� �1 ''�d�.�i' i[.;�a�� W'%�'�I"%q.`� WWI; STATE • • s M NA Mmil b i e WOvlUS uZ 010 Ma"Awl ON R WA l [ '_ IF BE LN jolul-=I R s 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 aproval FAX:(631)765-9502 Survey ✓ SoutholdTown.NorthFork.net PERMIT NO. T7 Check Septic Form MY S.D.E.C. X Trustees X �� O V C.O.Application �( Flood Permit X Examined 20 D Single&Separate Storm-Water Assessment Form Contact: 1 ,,,( Approved _ Mail to:�a�l S /� S Z a�v" Disapproved a/c 5 Z W Yr. 1<' a S-j' ,BUMIDI G �ij Phone- C2 2 12 ®Jy N f Expiration ,20 ® ® L _1 t Building ctor V D Q n era rrh 4eG`lz�. APPLICATION FO BUILDING PERMIT Dat ,20-0INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Bui ector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herem described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si a re f appllic�an 2r name,if a corporation) I l (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder vk� Name of owner of premises (As on the tax roll or latest deed) If appMnisrporation,sign re of y authorized officer 4 (Na and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location gf1land on whicJ0 ISId�propos d work will be dgire4 v MOA G 0 House Number Street Hamlet County Tax Map No. 1000 Section Cl:�–_ Block Lot I 0 Subdivision Filed Map No Lot 2. State existing use and occupancy of premises and intend use and occupancy of proposed construction- a. Existing use and occupancy \ )n b. Intended use and occupancy 3. Nature of work(check which applicab �Addition Alteration Repair Removal Demolition Other Work �S (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 II If garage, number of cars I 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 r Number of Stories_' f �J / l/ 1—'d If l �P 8. Dimensions of entire new construction:Front b ear D Depth Height Number of Stories r / 9. Size of lot:Front /� Jr Rear I-5 Depth 10.Date of Purchase Name of Formers Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO V 13.Will lot be re-graded?YES— An NO_Will , ' excess fill be removed from premises?YES_NO 14.Names of Owner of premises I�414) ��-6``Address aLI � f '�"� Phone No. Name of Architect 0P V lS ' 1YX-a,-A. Address t 5 a W. .26 T Phone No .2 ( �)-'D&'F P Sl/ Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. p17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. o C 3 0 18.Are there any covenants and restrictions with respect to this property?*YES NO N MZ w *IF YES,PROVIDE A COPY. o n ° w r r n Z STATE OF NEW YORK) a D < COUN OF iV 1 )S L. 0 0 _c c ;, p, Q, v C being duly sworn,deposes and says that(s)he is the applicant ® n ;® 2 N ( ame of in)ividual signing contract)above named, O M �,` ,^ (S)He is the At", 6`-�SCJ CZ - ( ontractor,Agent,Corporate fficer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this, ay of aV)W 20 1-1— k--"Notary -1—otary Public LIU D7Signature of Applicant Slott A. Russell ��°s11FFQj_1:6 SUPERVISOR 4 �\][,A\NAG IE1AIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTH OLD,NEW YORK 11971 '�ij'O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 0 9 2017 (TO BE COMPLETED BY THE APPLICANT) ---_-----DOES__TMS_-TROD=—II T® F— --MMOWING---—----== --- --- Yes No (CHECK ALL 7NAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ! ❑ B. Excavation or•filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ . C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑1 �D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑Iderosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any Watercourse. M[:] 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 submift Two etipies,_of a Stoimyvatei Managemerit,Gotitr_ol``Plan,` §to ,- .l and a completed Check List Form to the Building Department_withyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ': 1000 Date DISUld NAME Dtivv -d sZard r J_ L 3[l •l-?z- a.M Section Block Lot ,.,`FOR BLiILDi\G DEPARTMENT i_ , o\L Contact Information: '�-'r rdaa.­V­a, Reviewed Byj _ - - — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 5 & ri /j, v ❑ Approved for proce5stng Building Permit A - ` Qn ,� 'JAII�/ ,9 Stormwater Management Control Plan Not Required. G � I`^ I�✓� �t "l Stormwater Managenne,,t Control P! ;�Requ ed (Forward•to Engineering Department for Review) FORM ' SMCP- TOS MAY 2014 i APPLICANT, tProperty Owner, Design Professional,Agent,Contractor,other) S.C,T.M, 1000 �nS�lr CHAPTER 236 �• �} � I I fl Stormwater Management jControl Plan CHECK LIST NAME �ZS Xsz,,( Section Block Lot Y4•u.,.Vr,,,, �n S M C P -Plan Requirements: Provide QN'E copy of the Building Permit Application. Date: yy * The applicant must provide a Complete Explanation and/or Reason for not providing of tai all information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any it l m, Please Provide Justification Here! 511ow all of the following iterns: YES NO NA If you need additional room for explanations, Please Provide additional Paper, a Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500L.F, &SEDIMENT of the Site Boundary as required by §236-17(C)(2). a but not be imt e d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ell maintained Constiructton n r e• Limits of Clearing & Area of Proposed Land Disturbance, siltFencing, stabi iza to f, Existing & Proposed Contours of the Site (Minimum 2'intervals) and/or inactive sots. g. Location of all existing & proposed structures, roads, Seeding of exPn';Pd driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures, I. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). DRAINAGE k. Location of proposed Construction Entrance/Staging Area(s). ContI - I. Location of proposed concrete washout area(s). Backfill - e ore in. Location of all proposed erosion&sediment control measures, thatthe 11 18if IeL-U'S LertiFication 2 Stormwater Management Control Plan must include Calculations showing been installed to Code. 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 i rainfall/storm event 3 Details 8 Sectional Diawings for Stormwater practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion & Sedirnent Controls, b Construction Entrance & Site Access. —ail L 4 20170 C• Inlet Drainage Structures (e.g•catch basins, trench drains,etc.) O d. Leachln Structures (e. . infiltration basins,swales,etc.) ger . . . ... ........ IISE ONLY i'�'* I Ou '�®L Additional Information is Required. Reviewed & I El Approved By. Stormwater Manageme t Control Plan is Not Complete, — - -. — — - — — — — — r- — — — — — — — — — — — — Stormwater Manageme t Control Plan is Complete. Date. Z3 I I SMCP has been approvId by the Engineering Department. I FORM 4 SWCP Check List - TOS MAY 2014 Scott A. Russell n SUFFQ Ir 0. STOIRMWATER SUMRVISOR - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Elft 1179 nW Main Road-SOUTHOLIX NBV YORK 11971 Town of Southold CHAPTIER 236 - STORNMATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TI-HS PROJECT INVOLVE ANY OF THE FOLLONVINCic Yes I NG 10MCK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ob C. Site preparation on slope's which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. U V flood as depicted E, Site preparation within the one-hundred-year i �,: L on FIRM Map of any watercourse. DEC 2 6 2018 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Control Plan was received by the Town and the propos-5116bJude g yT , . in-kind replacement"of impervious surfaces. gym answered NOW aU of the questions above, 910P! Complete 1he A011cant swilm below vidth your Name, Signature,Cantacthdormation,Date&Cumly Tax Map Number! Ckapter 2M dots not apply to your profteL U you answered YES to we ar more of the above,please submit Two cophs d a Starmwater Km Ent Contra]P112 and a mnplded Uwck list form:to the Raftg Department wItE—yaff Mdft Permit AppUmUft E SLIC.T.Nt 81: 1000 APPI jgM,ift%jtny Oww.Dtg�p ftd%*=t,A t.CM- mW�COW • NAME- 052).2- 1 10 1.2'. Smuoa Black LCI FOR BUILDING DEPAR717MENT USE ONLY ccrd=t Revwwed By- - — — — — — — — — — — — — — — — — — tmocriv Addrz%/1-Mira d-CO)WEM21100 Work: - - — — — — — — — — — — — — — — — — — Appro%vd for procming Bulkluig P=111. V Simmwater Mw*vtnent Contra!Plan Not RcqqjkmL —V — — — — — — — — — — — — — —19r-i W1 3 q Stomiwiter NUnagment Control Plan is Required Wonswd to Engincermg Department for Revlgw) 1ORM I SNJCP-TOS MAY 2014 APPUCANI� SC. 1000 C L'R 236 �,. ► .CT'Nl ,,,.,l. - -� �. Stonnwate r Management Control Plan CHECK LIST NA+.t S S Stoo Block t.,at S N1 C P -Plant Requirements; pm,,idc 2LNE ropy of the Building Permit ApptiWicm Date: The applicant mint provide a Complete Explanation and/or Rin for not providing All Information that has been Required by the following Chockleal I. A Site Plan drawn to scale Not Less that W to the Inch MUST ,� �� �� If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items If you need additional room for explanation Please Provide additional Paper. a. Location& Description of Propert •Boundaries b. Total Site Acreage. c_ 'Existing- Natural$ Made eatures within 5t?0 L.F. IMAGE IIVSP of the Site Bounda as utr9ed §z%-mc ontact TOS ED d, Test Role Data htdicatin,Sod Characteristim&Depth toGrvut:d Water. Backfill O 60 before e. Limits of Clearing&Area of Proposed Land IDisturbance. that ther sCertificationen installed to C co f, Exlsting&Proposed Contours of the Site imtrimm 2 Intervatsi g. Local ton of all exist trig& proposed structurm roads. EROSI driveways,sidewalks,drainage improvements&utilities. Shall i h. Spot Grades&Finish Floor Elevations for all existing& Malpt ' proposed structure ion ntrance, L Location of proposed Swimming Pool and discharge ring. , stabilization & Location of proposed Soil Stockpile Area(s). or inactive-soils. k. t mtwn of pro Comtructmnt Entrancc/St m Area(s). a I. Location of_proposed concrete washout area(s). tn,L=tion of all ffaLmW erosion&sediment control mown.-s_ 2- Stormwater Management Control Pian must inctudr Calcutattom Amisng that the stornneater improvements are sizc d In captwv,stone,and infiltrate Lz,`_:.,i`'a UV L!7f1 1 on-site the run-off from all imperdiousmrfoces senerzited by a two(21 Indo ; rainfall/t:torm tet, 3. Details a sectional Dmvings for siormvmter practices are required for approval Items reouirlm details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Accu. `. c. Inlet Drainage Structures (e,g,catch basins trench drain&etc) d.-,Leaching Structures le&infiltration bmirm swalm,etc.) FOR ENGINEERING ART U E ONLY Additional Information is Required. i Revvim-ed Storrnwater Management Control Plan is Not Complete. _. — — — — — — — — _ — — _ — — - — Approved By: Stormwater Management Control Plan is Complete. Date: FWst- SMCP has been approved by the Engineering Department. FOR,41 11SWCP k S MAY 2014 $uFFOLA- BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Seuthold, New York 11971-0959 r���1 • Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richer-t(cr_town-southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION r'EQUESTED BY` - - - - - ---- ----- ------ - -- -- - - - Date­/ Company Name: ecke� Name: License No.: �L �' email: r(�P- k_�n!_Xe CO r_7A Address: ! - I�R��� I�" 7v Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: ���1 > I Cross Street: Phone No_: Bldg.Permit ?#: j email Tax Map District: 1000 n Section: 'a- Block: i Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ( llz4- I�oc.�2 Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final ' Do you need a Temp Certificate?: NO Issued On Temp Information: (All information required). Service Size 9 3 Ph Size: �_.A # Meters Old Meter# New Service-Fire Reconnect Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals /1 /2 H Frame Pole Work done on Service? Y N Additional lnformation_ PAYMENT DUE WITH APPLICATION Request for Inspection Form-As � J BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town,,,Hall'Annex -'6:b75;Main Road -JPO Bo`;�i1179' ` o _ +t - Southold, New York 11'971-0959": ' Telephone x(6'31) 765=18,02-.FAX (63:1) ,765-9502 , rogerr(a southoldtownnV.gov — sea'nd a(�,southoldtownn"ygov''. APPLICATION FOR-ELECTRICAL INSPECTION; ELECTRICIAN INFORMATION (All Information Required) Date; Company Name: perk, LfC. Name: License No.: e_:r email:; Address: r r Phone No,.: (p JOB SITE INFORMATION (All Information Required) Name. Address: Cross Street: Phone No.: ., Bldg.Permit#: email: ' Tax Map District: 1000 Section: Block: t Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly)' 4, Circle AII That Apply: Is-job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?:' YES /`,N'O T. Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# , New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground,,Laterals 1 2 H Frame Pole Work-done on Service? Y N Additional lnformation: PAYMENT DUE WITH APPLICATION 4C �42 Request for Inspection Form As f PERMIT# Address' Switches Outlets d'v11' JiV Y GFI s l Surface Sconces G' H H's r - I UC Lts Fans Fridge HW 7 � I Exhaust Ovenvj Dryer ✓�G� Smokes DW-[--,, Service �� Carbon Micro �e�n&erCt)r ComboI` Cooktop /^ Transfer �`- v ' w l tie, -"Wa-r-tr AC t AH �1 Mini Special: 1� �r s f Comments. A—C G IA A EA a 5 •------------------------------- ---_--- �gUFFtIL,��,oG �O y� BUILDING DEPARTMENT-Electrical Inspector en a: TOWN OF SOUTHOLD �'y • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �Olc �a0 Telephone(631)765-1802-FAX (631) 765-91502 'Tem orary Certificate # ff Date© - /I 2018 Fe-mail stomer Name (��Lr,�iZ R/ �,— [(C Electrician Name dress SSS' [ �Uj4j Phone e-mail w(s Gs�Ct/LsG vJ2 yElL one License# Size ZGO A Phase Overhead Underground #of Meters / Remarks 84-4> 7 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected 3 Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days trom the date above. Authorized by To-n Halt Annex �i��� �� Telephone(631-3802 54375 Main Road Fax(63;)734-9502 P. O.Box 5179 Southold. NY 11971-0959 0 s; � <�Y r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 05 [13/1-,t- Owner 3 [13 /1-,t-Owner: �"�i nd�a-�c LLC Location of Property. Q q 5 <56LAkLgrn a©yewa rJ , !` 11'n'ov,, r.l 1 I f3 j Please take notice that the (check applicable line): New-residential structure = Addition to existing residential structure i Rehabifttation to an existing residential structure to be consluctied of performed at the slbject ptoper€y.refence above v,01 utilize, = (check applicable lime)_ Truss type construction(TT} V/ Pre-engineered wood construction:(Pffl = Timber construcfion(TC) in the following iocation(s)(check applicable line): FI r framing, including gir and beams (F) Roof f>"arning (R) Floor and roof frarri g (FR) Signature: Name (person submitting ibis form): -TS 2�, Capacity(check applicable line): ' Owner V Owner representative TrussResReg15-dC x GgM,no 1112015 50 MIN ..vw Tnr /^�� 1a a•RN[C �uuHla+s�E FLOW ap ' MANHOLE DETAIL DaAOE — �` t� a*�•�° � �O� �T iRW.MIET c„� ••r eu � � OL �a ti 0°0° OaoO arwx auw ru Yly� J Y YY y Y y/ Y ` z6 .�Y��„ •_:i:ti..ar�i`:n 2eS�+`r.: n:<`; :�� g i\ — I1 �� WCK uAT BE NSEa TO IIMIFM F9 4000 P9 nm nRm 1 soJOIMrADA�INpxxa NoSw•T¢oRN•a orEO-EIRsfErB TaVw w:•2TsnRIWNaMa ro s- a_cPuORnrcorxeTEB•EsSAu+RaineG �� 'II I °oO° „° Q°a=ooO'b a�oD80 o00' a=m1 uxr,�..,m aaa may4j' YQ��'ya ' J'� NFr y VERTICALET CESLOPE FACE A DNO CASTDCOHaCEE ¢ -"-i_?Y",-.�_';,z-v.F="S,,�sr`�i-'^�F.('�3F�'�`;n�-s--•,.�'Y=<�'+•,�':".�r:`+ro"l_�r-`'_-s,titi-`w•r..�".:a','-aS':�`i1r�u�-"w%~.',-T:�a•c.-•�u�~'.S.°,-e—o'wt%'••„�°'"r.~_`a.1'"-M.,'.I..:`'a:B. BEDDING DETAIL �8E¢f e•„- •i��`�Q1.`/ N(nOV • , -t' n- { C )” UujPERSPECTIVE VIEW R DIm _ FRENCH DANGLE FIRST STAKE TOWARD 34V MINIMUM 2x2 «si- OWNcPREVIOUSLY LAID BALE FENCE POST / CURB INL uuOE FLOW iR. �. GewSw u•r = = III =II WOVEN WRE FENCE TN . T (616-10110 WWF) tn "mc4MP AM aFlPAN VIE i �. --'3�'fl �v0 FILTER CLOTHeDEE9BE USm pp _ AONST NRB IHtET CAST 4 RI—R�R ^=%-+' U h• — l _� GPECAST CONCRETE 9 I SURFACE ELEVARM ATO 11— am as P�` n /•� SLOPE ^' N CA-I BA9N `�-�' YAI°YUY OT IZ—ES - OD m ,. a oa ®®® �� uw ro°N v-o Doom= „„� • - _� BOUND HAY BALES EMBED FILTER CLOTH R 0 A D �•j �Z ~ V, II- mm0<T•xrNr•wn NvmMolrcmurnnm _ PLACED ON CONTOUR MIN.6'INTO GROUND W ° N OT-f� DD® �"� �� r� - T �om.aro°...<...,em..N.o.�.A. I sroNc eEwa+mc ao m — 2 RE-BARS:STEEL PICKETS OR —"1 m'w�° �r0`o"a"�'°`�"0"O�0'""�a' I 2'Y2'STAKE57.S 1o71N GROUND. NOTE t x SLAB DETAIL o0 11116 DRIVE STAKES FLUSH WITH TOP OF MAMMUM DRAINAGE AREA CROSS SECTION rn QI E ��•�� IIIII HAY BALES. 1R ACRE/100 LINEAR FEET ANCHORING DETAIL SECTION DETAIL A kn z rWy TEMPORARY CONSTRUCTION ENTRANCE STRAW BALE DIKE DETAILS BY SILT FENCE DETAILS µw Lo.axc TI plcaI SecdoD R LeschiaK Pools a GRA66 5WAL6 DSi-Au. •-•I+°• EROSION &SEDIMENT CONTROUS STAND PRECAST CONCRETECATCHBASIN Shall include but not be limited to: APPROVAL OF STOR ATER MANAGEMENT 4•X4' - T ICOI (5 FEET TO 20 FEET IN DEPTH) A well maintained Construction Entrance, QTR®L P .T Cade r236 Wire Backed Silt Fencing, stabilization & Date: Z3 1 Seeding of exposed and/or inactive sails. qp � r®v W RMF._°•. o ^ �'•" ��• DRAINAGE INSPECTIONS ARE REQUIRED as Contact TOS Engineering at 765-1560 before z Backfill, OR Provide Engineer's Certification a w o H o IIIIL= Da a..Maa.B m rn a DD®® that the drainage has been inst ed to Code. g 366. ' > N o mN V] N DD® _ �,•� a S03010'40"E ,� p o d a M DDaD® alll= n o W =IIIII 50 07' ' B'a.a'0« POOL SAIMMING J. avw WrnrAL a'• O D-N / 8•+ N Wa3 W W CD dCD pical Section @ Leaching Pool 3 Tyw vi P --80610:NTS P U LOT F.-10 env S C.T.N.0:1DOO-22.1-10 MINDVASE LLCCT ,PQM ~ �NO� 6 W 7PROPOSED U C:) STONGW//GG&GE N SITE PLAN DATA T D ` 9 t� MIlVDVASE LLC _ C1 $ n7 Q 995 SOUTHERN BOULEVARD,EAST MARION,NEW Test Hole C:) B. P YORK 11-11-2010 ti CID Ltcn..er o CLt;Alttufa PDOL 1000-22-1-1 k,G(Le Dark o "' SITE 245lL-t� F C C-0e� o �Q PROP D OVES GE=2,962 Sq. Brown OL z 50'R 0 W. d N Loam 11 50 08' 373.25' .� •1--I Brown "103°10'40"W Silty ML d STORMWATER DRMNAGE Sand ®(+l1dE.6Aw Cou ssRuc-r M w � �59 � CALCULATIONS: 3.51 tit �a�>� �o.w. trtusT MEI;t • Pale ?,LQ1919F t4 ®� o TOTAL AREA OF ALL IMPERVIOUS SURFACES: Brown -l°p �1iG(dWA`/ SP�G�F1c�Ct®I�`� U ROOF Sq.FIL Fine DRIVEWAY AREA=660 q.FL TO + NFIy Coarse SW DRAINAGE SYSTEM CALCULATIONS: Sand W ROOF AREA=2,654 Sq.Flt. with STORMWATER MANAGEMENT CONTROL PLAN 2,654 Sq.Ft.X 0.17=451 D 451/42.2=10.7 VERTICAL FT.OF 8'DIA.LEACHING 1 SCALE: 1/4"=1'-0" O� U POOL Gravel 171 40�� w 8'DIA.x 2 STORM DRAIN POOLS 50' MIN. - y' &0 18-0-F1AX a toc f,IT SumaD+T Tc KN 4'�, y V� �� YOdENT W 9TE i -G- FLOW L m fur e<n..rm/a+ s �• GRADE O 4 RT mw. �. `-I•, V G �:[A TTMGLL ClSiwonlfM1ET �/� �� _ _ GRADE cMTESDw4 `� , y� •• - - x RADE 6 ^'"-•Lr..• r - I� L ^� •r Y Y Y Y � � y' 6 P MIN -Tl+>�• �v`� .•r. �- 1�'-'::;• g LL t , 'T •.. ?;�.;,t`L"•t.y z�i;!-K"'` r` 0 3 `V O `2�'`tom .'y...� ..,.:�ti-ti t:4 �il.'T•'<; s°.S • — a.,, t t. — SLOPE 4" VERTICAL �0� o ; �.< i..c 2i oC TMr FACE O /%�/J F _.:. _::1;,:.• .,,_k '-,.�.-w] r';y::t.� s �" �+ 7 ❑®®DO=L� 6 •.�.arFi 1J>` �c:.ric:'r,_..%' .7:''r - g- 6.. ,-•1 PERSPECTIVE .,•Y ,,'tai ,�-^>• aW *'. > DUN=® ECTIVE VIEW ,� `?• }. t,-' `4� ,i_L� r' �3 'o o ®== °^"°• BEDDING DETAIL �•,=�' sL- -. =>� ;•� € �i _ :Vow .- 4+. ^'•f%`ta^:..�ti, ❑❑M __ �� FENCE POST .. r rmmacrno"e ORN -ramvnnw.asco,n>fl _ y L ` -Gid /`L Rlro a(�AB) ovtw5lwcwo[WnowaV ED PREVIOUSLY LAID BALE.ILII— f^ lamWOVEN WIRE FENCEN r�i O 1��TIIIII FLOW lr�^� ^�nlcL (6x6-10110 WWF) HEn Q x cram swoscwv¢ -II111 L •Tf L %`�`^ FILTER CLOTH ;E PLAN VIE >4 a' L C Typical Section(D)I.cacbing Pools fes, GRASS SWALE DETAILsor•rm �� ^ %L ^ G nif�` ^ EMBED FILTER CLOTH RAOF BOUND HAY BALES MIN. 6"INTO GROUND PLACED ON CONTOUR E R O A D �I I� OSION &SE �.� t"N °mo~w awa.tW a arm NT 2 RE-BARS: STEEL PICKETS ORNOTE: *• / mi n .em?i niw �.w�+ 2"x2"STAKES 1.S to 2' IN GROUND. MAXIMUM DRAINAGE AREA shIl include but note DRIVE STAKES FLUSH WITH TOP OF 1/2_AC_RE__1__100 LINEAR FEET _ HAY BALES." - - A Well maintained Construction-Entrancei CROSS SECTION > ANCHORING DETAIL SECTION DETAIL Wire Backed Silt Fencing, stabilization & r •� ��•� STRAW BALE DIKE DETAILS SILT FENCE DETAILS Seeding of exposed and/or inactTEMPORARY CONSTRUCTION ENTRANCE a �, s..•e t(Is sGLL ITIS ....."'s �/ III D .r a � ZO 6 IIP= Dia APPROVAL OF STORMWATER MANAGEMENT; DRAINAGE INSPECTIONS ARE REQUIRED o o i -' jam DpmfC uw".c.r.c„rru CONTROL PLAN -T Code r 3F� Contact TOS Engineering at 765-1560 before 22 > N ,� ` g = Backfill,OR Provide Engineer's Certification N o (ON w _- °D°Dm III= Date:! It•�9 °01 Approved by: that the drainage has been installect to Code. Ze �. 366.39 Q o Tpical Section Leaching Pool Drawing R:SW-01Scate:NTS S0301014011E a A ------------- L ____-1 e L17r 9.10 W S C.T.M.2.1000-2z-1-10 ------------ --------- - ------------ 146' 0 W MINDVASE LC Lr__------- OR-Mr.. I O CD SITE PLAN DATA �' __o-- IC/) I i I rvv¢w.0 U m MINDVASE LLC Test Hole N �. 995 SOUTHERN BOULEVARD,EAST MARION,NEW SurveyorPROPOSED YORK 11-11-2010 r ow�FRMT E ' U e�� 1000-22-1-10 Dark '-1-1 ,�o, SITE 1.0612 ACRE �� �_�r- I ❑ Dov o e� MAX.ALLOWABLE 9,245 Sq.Ft.or 20%v Brown OL i o_� I N m Loam 1, LO o ' 7 N om-' a) -o Bron i w ------------- — � m STORMWATER DRAINAGE ML z ----- ,z w 50'R0W ------------------- Q Sand L------ Cd - 33 a aq �' Pale o TOTAL AREA OF ALL IMPERVIOUS SURFACES: Brown � so.osNO3-10373.25' Fine U e "' ROOF AREA=2,915 SQ.FT 1 " DRIVEWAY AREA=648 SQ.FT To DRAINAGE SYSTEM CALCULATIONS: Coarse SW ROOF AREA=2,915 SQ.FT Sand o W ,915 SQ.FT X 0.17=496 with 496/42.2=11.7 VERTICAL FT.OF 8'DIA EACHING 100 STORMWATTER MANAGEMENT CONTROL PLAN !OOL Gravel 17' SCALE: V=50.0' y�/lOS A0�� w W I OI arIovJ.f1oS ®AOS CEDAR DRIVE uma JfaGruaf ❑ a wX N w LIN Z Z dB ca NOo I LL ❑ z z w z O ❑ CV w $ r 0 0 O 00 C/:) 3 z 3 a ' 0 N_ I O ti (— Lu _S03010'40"E 366.39' m o m _ T ❑ z 29um�i v�Pi'mw" gz F � Z _ _-_ ¢3 a• ____________________________ __________ -_________----------- ______ 0 y avo Z ¢ \ ❑ H o 0 7 I Ify I, 5 0 e ❑ a C3� —_ z CV I 0 r-o w a Lfj r mf 97-6- t s - O Occ co I _ I LLQ LrD a o O In O 1 _ _�� r--,�� ui� I � \ N C/-) L__J 1 /z LLI tj Zi Z r I I I � I 0 Q7 l________________________________________ __________ ____________-_______________$v _ ___ ____-___ _______O \ J N a — O cn ~ ll N M M z o NO3°10'40"W 373 25' =J a J Lu =0 J O W - w i F I / ❑ C��V J\ •s �'p �'1 z a x F- 19 51 -1 DAVIS ISZARD ARCHITECT OF N DRAWING NO 152 WEST 25TH STREET I PROPOSED HOU SE DATE' 09 07 17 NEW YORK. N Y 1 000 1 995 SOUTHERN BLVD SCALE 1/32°=1'-0° A 003.00 TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE' PROPOSED SITE PLAN I SURVEY 0 F LOT 7 MAIN HOUNOT SEGSCALE 'b , AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AQUAVIEW PARK" S0'MIN FROM LOCKING CAST FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30,1971 EACHING POOLS OVER TO GRADE FELEVATION 388 AS MAP NO,5621 PER FOOT 5%SLOPE MAX GRADEEL-380 SITUATE: EAST MARION NV-330 lNV=33fi OV 34O IW_N6 Ie' I/4•PER FOOT 7000 GALLON 6DA Ct[DFIP SEPTIC TANK TOWN: SOUTHOLD LAND NOW OR FORMERLY OF SUFFOLK COUNTY, NY SETH KINMONTEBA EBA SOHN JERRY SOHN LAND NOW OR FORMERLY OF: AREA = 46,228 Sq. Ft. GREG PEPE N AREA = 1.0612 Acres SUFFOLK COUNTY TAX# EL=40' \\ e N89°57'40"E, \ E 1000-22-1 -10 T ��5.2' W � \ ELEVATIONS SHOWN REF.N,G.V.D.1929 DATUM CORNER UNDER PILES EL=40'�\ \ OWNED BY KINMONT, LOT VACANT ALL CONSTRUCTION PROPOSED SOHN&SOHN \\ '?% NL \ FLOOR FINISH ELEVATIONS TO BE V.I.F. NO`* VIA SUFFOLK C?dr�ATHi �U r 098 ���a�NIiND/-�L9'------------ �fZ��.rs --- --------- � 1 C3l ��a FRfir,i3.Y�c�SlD ENI CE 0ItiL � L� ZONE R-40 I o o COVERAGE CALCULATIONS /PROPOSED HOUSE= 2,915 Sq.Ft.or 6.3% Dlkm f I � / 1--,S, PR . NO. � � 70 PROPOSED POOL= 525 Sq.Ft.or 1.1%G PROPOSED COVERAGE 3440 Sq.Ft.or 7.4%D APPt3OVED MAX,ALLOWABLE 9,245 Sq.Ft.or 20% n 1, A DRAINAGE SYSTEM CALCULATIONS ROOFAREA2915Sq EXPIRES HR �{ EfRSi FROM DA E :O:F A3PROVAL 2,915 Sq Ft X 0 17=496 496/42 2=11 7 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED PROVIDE(2)8'DIA x 3 STORM DRAIN POOLS z O O i I W W DRAINAGE SYSTEM CALCULATIONS DRIVEWAY AREA=648 Sq Ft o 0 648 Sq Ft X 017=110 0 ; .A 110/42 2=4 VERTICAL FT OF B'DIA LEACHING POOL REQUIRED o PROVIDE(1)8'DIA x 3'STORM DRAIN POOLS i �85.. i Pi— r'' j ixttus— NOTE SITE TOPOGRAPHY IS FLAT DRIVEWAY TO BE PITCHED TO DRYWELLS AND TRENCH DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY \\ I � LOT PROPO SEPTIC NOTE CHANGE(s)\ EP � I uff tic / J' County Depallment of health Services m\\ L Pi Mw , ; SEPTIC sDTDAn"mc-m \ /QOM s u'iv° ' \ TEST PIT - — W - - -- ----- ----- E;V�ef � FTF3`TS,' V \\ // PO Revised UAE W \ / TD Expires I b /zo ��A9p ` / , SEPTC O PROP LOT 6 P W " — LOT 8 DWELLINGa DWELLING PRIVATE WELL \ PRIVATE WELL iEi6N I � _ \ Sfi&pt PROPOSED _ " i STORY FRAME \ WELL i HORSE, W ; � mess n•o PRD rs \V�Op,F i •, y E--- - wL� \90 Test Hole \c � I � Surveyor - - ------- ---- -------------- 11-11-2010 - -------- - 11-11-2010 DW GRAM PROP /'� PRO 088D fT'I Dark .MOL FeONiYNN / � GPAVEL CON iRUDIDN Brown OL SETBADXf \ DewLear m wAr WELL Loam1 TO \) f 1' sm"PATx CD Brown Silty ML \\ Sand 3 5' _100'FROM SEPTIC Pale Brown \ Fine EL=36' SUFFOLK COUNTY TAX# S860492 "W 125' S86°49'20"W 260.70' ToCoarse SW UTI 1000-22-1-10 �EL-37' UTIL Sand POLE POLE with 10% Gravel 17 EL=36' SOUTHERN BOULEVARD EL=37' COMMENTS NO WATER ENCOUNTERED SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL LOT 14 LOT 13 LOT 12 VACANT DWELLING DWELLING SUBDIVISION MAP&AND WELL LOG FOR LOT 13 WELL&SEPTIC SEPTIC SHOW 401+OF GROUND WATER WHICH ALLOWS 150'+ FOR REDUCED SEPARATION DISTANCES ® [ECFMD DAVIS ISZARD DATE•08/29/2017SDs Rcy�0 E)D 152 WEST 25TH STREET SCALE: 1"=40' O n SEP 2 5 2011 NEW YORK, N.Y. 10001 S.0 T M. #: 1000-22-1-10 TELEPHONE 212-268-8511 PROPERTY ADDRESS.995 SOUTHERN BOULEVAR BUII,DING DEPT.PT. EAST MARION, N.Y 11939 F 0F NES 0 w I- O m ti o O U co T w O N w CD LU � J w J m z - Q J Lu �a c::) F- clim a CL CO z co w U) z ° Ll 1 N W F O Q 4 F- u S03°10'40"E 366.39' M m J F- Lu 366.39' WJ Zc Q � d Z6 •/, ------------------------------- -- 3--------------------- -- ---- -- ---- _-__----- -- t°11 I gam_ I qse I 2 _ � ° 7 w I 8 - I O � N I - ZZ3NI I o m Q ° Cv I z LCA O N CD13 I v a OLu ti I zin Ll CC) EL w I a: i co ZD 17 CD ZL--------------------------------- -------- ------------------------ ----- -- -- m-- - J N �i-� rte• W o -, :. w z R E a o C i_ V } C7 Oy � a�8 33g a N O n} U Lu � , 0 N0301 040V 37 .25' ° c:) J � LuW �d W a 9P-A. 1451-2- w 45'-w O s. N wn 2 f N w Q o z t ! G^ C, _ ti EO Fes- J Lu V ``S Is$ CD LLI ° aO s n c/) I F- DAVIS ISZARD ARCHITECTI G ND.: '9T 1 52 WEST 25TH STREET - ^ DR�1 PROPOSED HOUSE GATE: 122118 NEW YORK. N Y. 1000"1995 SOUTHERN BLVD SCALE 1/32°=1'-0° "1~•00 TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE. SITE PLAN (4 N/0/F SETH KINMONT, N/0/F EBA SOHN GREG PEPE & JERRY SOHN SURVEY OF N 89°57'40" E 125.19' LOT 7 MAP OF AQUAVIEW PARK FILE No. 5621 FILED JULY 30, 1971 SITUATE Z � EAST MARION o W 50' RIGHT OF WAY W J � TOWN OF SOUTHOLD 0 o SUFFOLK COUNTY, NEW YORK o S 89°57'40" W 125.19' o _ _ S.C. TAX No. 1000-22-01 - 10 - - - - - - - Z� SCALE 1 "=30' Pz MARCH 12, 2018 Zo 0Z 0 m AREA = 46,228 sq. ft. 0 1 .061 ac. y O O e _ O 2 2 201fl T. TT O f Z O FOUND �3 CONC. MON. 0 0 m o FENCE r �n STOCKADE FENCE FENCE 0.2'E. Y i0 4.2' N 21.5' .i rn M m is 33.2' N 3.8' ui k 8 cJn t+ \ N O 2..4' 0. OCONCRETE � 5'0' FOUNDATION w 2.40 N J QI O] O J 21.0' 5.026.2' _ __46.3'__ _ N N _ 26.0' 26.6' PREPARED IN ACCORDANCE WITH THE MINIMUM ISTANDARDS FOR TITLE I.A.L.S. AND APPROVEAESTABLISHED DAND ADOPAS TED BYTHE L. FOR SUCH USE BY THE NEW YORK STATE LAND o I I TITLE ASSOCIATION. W ° G2o (N F r•,.Z 1'' tie•'j: I �P� ca S 86'49'20 W 260.70' ` FOUND FOUND CONC. CONC. MONMON. 0.2'S. �i i i i✓�-i`i i EVERGREENS REENNS _ _ — 2 .00' UL#8 POLE C e LITY UTILITY POLE — — S. Lic. No. 50467 LI7 . ._Q c°49'20" W_ OVERHEAD WIRES�T f' U V S N.Y .e ' EDGE OF PAVEMENT _ ♦4'. • .e 1"'e ' r C�j`�"w. UNAUTHORIZED ALTERATION OR ADDITION 1 ' • 'e e . •'a •' TO THIS SURVEY IS A VIOLATION OF e ••.'e♦ : ;, .y ♦' . •'" SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin SOUTHERN • LE A EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-055 SURVEY OF LOT 7 MAIN HOUSE INV I NOT TO SCALE ; 5%SLOPE MA% PF ELEVATION 38 5 i I 2d MIN FROM LOCIUNG CAST AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AQUAVIEW PARK" PALMING POOLS VERTO GRADE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30, 1971 '3- L INV =35 INV=34 I IW-34 5 � AS MAP NO. 5G21 nuiv MAr INV=336 SITUATE: EAST MARION ,4 FCRJ00T.Y' INV-33 2 � Ila, POOP 1000 GALLON oisropeurmi+oo TOWN : SOUTHOLD S U FFO LK COUNTY, NY LAND NOW OR FORMERLY OF: n' SURVEYED 1 1-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF: I� PROPOSED ACTIONS 07-31-2014 EBA SOHN GREG PEPS i JERRY 5OHN SUFFOLK COUNTY TAX# CLE1000 - 22 - I - 10 AREA BY AD OINRER CERTIFIED TO: EL=40' N8905714011 1 5. 1 91 EL=40' -. MINDVASE LLC _ STAKE SET FIDELITY NATIONAL TITLE INSURANCE COMPANY CSF, w CORNER UNDER PILES QF1 OF BRUSH CLEARED FROM LOT Ul exp O OWNED BY KINMONT, Q SOHN 4 SOHN 0X j NAM D ° �ti ��0IA�391d19"N'��' i z L569`5740"W 1 25. 1 9' ��� 0 Z d39 0 1 ZONE K-40 0 COVERAGE CALCULATIONS — 0 .'PROPOSED HOUSE= 2,457 Sq. Ft. or 5.3% 0 W j !PROPOSED POOL= 532 Sq. Ft. or I . I% 3� 0 (PROPOSED COVERAGE 2,989 5q. Ft. or G.4%d1 0 S ;MAX.X. ALLOWABLE_9,245 5 Ft. or 20% - � �0�fr LOT 9 --- - - P r�®��'A 4T ;qty i DRAINAGE SYSTEM CALCULATION5: ErPdlT ROOF AREA=2,G43 Sq Ft, j p Dp 2,643 Sq.Ft X 0 17=449 - DVA( A 'f], 449/42 2= I 0 6 VERTICAL rT OF 8' Hy DIA LEACHING POOL REQUIRED l /�^Q��� ��C��� � �'S PROVIDE(2)8'DIA x 3 STORM DRAIN POOLS - - - WOODED WCODED �??t�pC1 DRAINAGE SYSTEM CALCULATIONS ®��•�/1 ��C e, (�)4r` 0 P% DRIVEWAY AREA=780 Sq.Ft. Y4 i ',780 Sq Ft X 0 17= 133 AA� H 1133/42 2=3 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED !9 , j t 'PROVIDE(2)8'DIA.x 3' STORM DRAIN POOLS .0 • "�' c(;•, / NOTE-SITE TOPOGRAPHY I5 FLAT DRIVEWAY TO BE FBF DO 1 PITCHED TO DRYWELL5 AND TRENCH DRAIN TO AVOID �/«� ti (/ DRAINAGE FROM ENTERING TOWN RIGHT OF WAY 8 ya'z suv+c:�a'+a •..�.r.._. -->�a""��.:..�.--•« - 8 \ e f7, �7 i l7" '� �� PO LOT 7 I'AL EO PROP r E P IG \ LY /'R 1 I • ha I \ MOLE i EL=36' SEPTIC O5 I LOT/O SEPTIC ' F O Test Hole RQ \ Surveyor i 1-11-2010 27'- �C I (� Dark - PROIs \ cV I Brown OL I � NLOT 8 � Loam 1, �" DWELLING Brown PRIVATE WELL I Silty ML Sand 3 5, N sT j Pale Brown Fine F TO F Coaree SW Sand WELL \ \SFpT with 1 D 10% POP.L85!' cn��¢ NS,.GT N $MnNR /�J Gravel 17' : 3 b-� . WELL ; g WF x Qn COMMENTS: v I jgr"r 1'� NO WATER ENCOUNTERED j w _ cDo SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL _ i loo'FROM SEPTI `\ / 1 D.w A7 OP HAYDAPAND/OR o 260.70' MAYBAIP AN'.r O END 91LT PENGNG EL-371 98G°49'20"W SILT PENGNG DRIVEWAY ' 586 49 20 W PQLErQ I UTILO I POLE i 50UTHERN BEVARD EL-37' EL=36 asphalt roadway LOT 12 1 LOT 13 DWELLING i LOT 14 DWELLING WELL 5 SEPTIC VACANT SUBDIVISION MAP t AND WELL LOG FOR LOT 13 SHOW 40'+OF GROUND WATER WHICH ALLOWS SEPTIC FOR REDUCED SEPARATION DISTANCES I NOTES. "Unauthorized alteration or addition fo a survey MONUMENT FOUND OF NEw mop bearing o licensed land surveyor's seal is d I _ _ _ _ _ JOHN C. E H LE f�5 LAND S U f�V EYO f� violation of section Ne York subt division 2, of the w 7j �� y \ New York Stole Education Low ' ,ELEVATIONS SHOWN REF N G V D.1929 DATUM, i p• N C. Ey , LOT VACANT ALL CONSTRUCTION PROPO5EDj I �� � �RtP l marked copies am original of the the land of t surve rvr'� - _ --- - - - - -- I •--- - -- - - ---- - - - -, — "-"'- _ '-" '- -'- ' "'• "' '-'-' - -- -'- - '-- -- '-• ' - I I stomped sea]l shall.'be consideredtobe valid}Lru9 (FLOOR FINISH ELEVATIONS TO BE V_LF.-- i copies.' G EAST MAIN STREET N,Y.5. LIC, NO. 50202 - "Certifications indicated hereon signify that this - survey was prepared in accordance with the exp Area = 4G,228 S Ft 5 r istinq Code of Practice for Land Surveys adopted q RIVERhEAD N.Y. I 1901 3G9-8288 Fax 3G9-8287 ; Area = I.061 2 Acres 1 n by the New York State Association of Professional 01 O,L �/ Land Surveyors Said certifications sholl run only Ionalslandlandsurve or.com 1, J �" to the person for whom the survey is prepared; I GRAPHIC SCALE 1"= 40' Y 6p J and on his behalf to the title company, governmen-, i LAND l tol agency and lending Institution listed hereon, and 'to the ossignees of the lending institution Cerhficol, - - - 10-155; - tions t - of a Li are not transferable o cdd,tiun institutions N/0/F SETH KINMONT, N10/F EBA SOHN GREG PEPE SURVEY OF & JERRY SOHN- - N 89057'40" E 125.19' LOT 7 MAP OF AQUAVIEW PARK FILE No. 5621 FILED JULY 30, 1971 SITUATE o so' RIGHT OF WAY o 0 EAST MARION `'° w TOWN OF SOUTHOLD � J 0 0 SUFFOLK COUNTY, NEW YORK o s 89057'40" W 125.19' -0 S.C. TAX No. 1000-22-01 -10 —- - - - - - - - - - - - or . - -— SCALE 1"=30' Z� m MARCH 12, 2018 JUNE 5, 2020 FINAL SURVEY AUGUST 25, 2020 CORRECT SEPTIC TANK MEASUREMENTS zo 91Z AREA = 46,228 sq. ft. m 1 .061 ac. h O y 0 h o y OWELL & SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE CORNER FA CORNER QB CORNER E SEPTIC TANK 51.5' 57.5' INLET COVER SEPTIC TANK o OUTLET COVER 56.5' 62' i CESSPOOL 80' 75' WELL 54' 29' h O CESSPOOL FOUND y CONC. MON. OCONC. COVER f t CAST IRON COVER mo m SEPTIC TANK 0 FENCE CONC. COVER c 1'V E' C STOCKADE 2 FENCE 0.2'E. m a dos F O 2% 43.7' g o 4.5' ROOF OVER — A Z N N 18.0' S mm a o G! 33.0' w v m 'oo h a Z o 2.7' y SNA 2 TORY SIJ �— :tiTY LYE "a °Ta'l S K�lICES Y. -L)( 1 ...I e v �b � $ � `LIC�eJ:� I Ve9A:'+lT�. ��a w FRAME HOUSE °, t4.o' WOOD wA AF-PR VAL OF i_-0 5TP. .%sTEO k'YORKS FOR hoz 0.7 A SINGLE FFA',i§�°RESMENCE 0* WATER LINE �0° EP ,02� .�.�� .� .��0"l�e C N 26.0' Z9' WELL S 5 'x90�i��O3al 2,W watP,B su pty ,CiGtie 8q his B;,cafioet have been 25.8' 26.6' °= .�6y, ROOF OVE ins�� and/or s �'�t Oe� ro US Vbe�r age ROOF �lDtl!$11!® ba satiS4aCtoN Fd3R d� 1�A01�6, 1 13ORO®lily. I � Craig Knepper, �.E., Chief �+ 04 I J G2o��o Office of Wastewater,IVianaLn etnertt '[�] LAI yV9 to S 86'49'20" W 260.70 I �o ti FOUND FOUND CONC. RECEIVED CONC. MON. MON. 0.2'S. J _E � UTILITY POLE UTILITY LPOLE _ � �� — OVERHEAD WIRES�T 1 25 00' LIL#8 S 86°49 20 W AUG 9.8 2020 , . EDGE OF PAVEMENT .41 •4 . .a' •. .. i• VA ' •. % .d SUFF.CO.HEALTH SERVICES .4 HERS B ®ZJLEVARD OFFICE OF WASTEWATER MGT. SQUT UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF PREPARED IN ACCORDANCE WITH "ME MINIMUM III SECTION 7209 OF THE NEW YORK STATE STANDARDS FORTITLE SURVEYS AS ESTABLISHED EDUCATION LAW. BY THE . AND APPROVED AND ADOPTED Land Surveyor FOR SUCHH USE USE BY�CaNEW YORK STATE LAND COPIES OF THIS SURVEY MAP NOT BEARING TITLE ASSOCIA ON. OF Ne THE LAND SURVEYOR'S INKED SEAL OR �� EMBOSSED SEAL SHALL NOT BE CONSIDERED , ep TO BE A VALID TRUE COPY. (J Y�a �0� "� �� ti Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN (` l� Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY 1� IS PREPARED, AND ON HIS BEHALF TO THEr R f + TITLE COMPANY, GOVERNMENTAL AGENCY AND it r�", +` Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND 1 F> 97._� TO THE ASSIGNEES OF THE LENDING INSTI- � �# .}� :«i PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. `C� OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY C� c 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. n ��v Nunemaker, Amanda From: Nunemaker,Amanda Sent: Friday, March 17, 2017 11:54 AM To: 'd.iszard@goldnerarchitects.com' Subject: Mindvase LLC Attachments: septic_20170317105047.pdf Hi Mr. Iszard, I need the following information to be included on the plans: 1- Drawing A-002.00&A-003.00 need to have the setbacks included on since the pages are not to scale since it was printed on a smaller page size 2_ Code references need a added ('t must bas he nternational Residential Code &2016 ni odeement) 3- Design criteria must be added for the construction (inclusive of hurricane strapping/connectors and nailing schedule). If using WFCM, must be 2015 edition Need geographic and climatic criteria: constFbcNQn must su -wind speed: 130 mph,ground sn3pvrlo d: 20 p , eismi • ategory B,weath *irt Vere,termi : m erste heavy st ' e d t ', i e b rier ana--' nder ment vire - i e oads 6- mo CO alarms st-be-in ord' c 7- ovide a detailed Res -(2, IEC "-- a ues,fen tratiap,_.etc. --- 8- %Need more information on foundation plan (anchor bolts,thickness of wall,slab,wall material,footing size/depth, language for required dampproofing 9- Please indicate that one window in a "*e In addition to plan revisions, I need a Town Septic permit receipt. I attached the form to be filled out. This form, along with a copy of the Suffolk County Health Dept. approval with a fee gets submitted to the Town Clerk's Office. They will issue you a receipt that you will submit to me. Once you make revisions, please send me one original copy of the ResCheck with (4) sets of revised pages with original stamp and signature. As a reminder,the pool will need a separate building permit application with plans. In the current proposed location, it will require a variance from the Zoning Board of Appeals. If the owner wishes to follow that path, please let me know and I can tell you how to proceed. Amanda Wunemaker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 i E A V I S I S Z A R ED A R C H 1 T E C T S 1 S2 WEST 2S" STREET NEW YORK, NY 1 0001 n INFO@OOLONERARCHITECTS COM ^���R//� TELEPHONE 212,268 8511 February 20, 2018 D 1`ILLL�_'+n V D FACSIMILE 21 2 268 1 1 29 MAR _ 1 2018 Southold Town Hall Annex 54375 Route 25 BUILDINGDEM P.O. Box 1179 TOWN OF SOMOLD Southold NY, 11971 Attention: John J. Jarski RE: 995 Southern Blvd SUB: Submission of Revised Concrete Plan Drawings John, Charlie Farrel asked us to send you the revised concrete plans. Please review. Sincerely, P�\S IS,>,, Davis Iszard, AIA cc. --- c Mindvase LLC u' 243 5"Avenue #727o 57 3 New York, NY 10016 N Attachments: four copies of concrete plan 1 OAVIS ISZARED ARCHITECTS 1 52 WEST 25- STREET NEw YORK, NY 1 0001 INFO@GOLDNERARCHITECTS COM TELEPHONE 21 2 266 651 1 FACSIMILE 21 2 266 1 1 29 Date: 09-28-2018 P-5 ia4 Southold Building Department OCT e 2 2018 54375 NY-25, Southold,NY 11971 631-765-1802 To Whom it May Concern, I am writing to request an extension to the current BUILDING PERMIT#41564 expiring 10-25-2018 for another six months. 995 Southern Blvd East Marion,NY 11939 Suffolk County Tax #1000-22-1-10 Please send the permit to attn: Davis Iszard with the below address. Also,if possible to email me a copy.Thank you Regards, Davis Iszard Davis Iszard Architects ;A Q' 152 West 251h Street1957'3yQ New York,NY 10001 F O F NO diszard(@qoldnerarchitects.com 212-268-8511 'Generate REScheck eh Software a Compliance Certificate Project 995 Southern Boulevard, East Marion, NY 11939 Copy 2 D [Ee[5GV[E Energy Code: 2015 IECC DD Location: Suffolk County, New York APR 18 2017 Construction Type:' Single-family Project Type: New Construction Orientation: Bldg. faces 185 deg. from North BUILDING DEPT. Conditioned Floor Area: 2,500 ft2 TOWN OF SOUTHOLD Glazing Area 23% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 995 Southern Boulevard Mindvase LLC Davis Iszard East Marion, New York 11939 Davis Iszard Architect 152 West 25th Street New York, New York 11214 2122688511 Compliance: 2.3%Better Than Code Maximum UA. 440 Your UA: 430 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies o Area Cavity ont. Assembly or U-Factor U4 R-Vallue, -R-Value Ceiling: Cathedral 2,695 38.0 0.0 0.027 72 Skylight 6: Metal Frame,Single Pane 16 0.500 8 SHGC: 0.35 Wall North:Wood Frame,16in. D.C. 761 15.0 0.0 0.077 49 Orientation: Front Window 1: Metal,Thermal Break, Double Pane 14 0.300 4 SHGC: 0.40 Orientation: Front Window 2: Metal,Thermal Break, Double Pane 38 0.300 11 SHGC: 0.40 Orientation: Front Window 3: Metal,Thermal Break,Double Pane 21 0.300 6 SHGC: 0.40 Orientation:Front Door:Solid 27 0.170 5 Orientation: Front Door:Solid 27 0.170 5 Orientation: Front Wall East:Wood Frame, 16in.D.C. 686 15.0 0.0 0.077 42 Orientation: Right side Window 12: Metal,Thermal Break,Double Pane 15 0.300 5 SHGC: 0.40 Orientation: Right side Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 1 of10 B CavtAss.iE�mbly: or Window 13: Metal,Thermal Break, Double Pane 8 0.300 2 SHGC: 0.40 Orientation: Right side Window 14: Metal,Thermal Break, Double Pane 8 0.300 2 SHGC: 0.40 Orientation: Right side Window 15: Metal,Thermal Break, Double Pane 6 0.300 2 SHGC: 0.40 Orientation: Right side Door 10: Glass 76 0.300 23 SHGC: 0.40 Orientation: Right side Door:Solid 27 0.170 5 Orientation: Right side Wall South:Wood Frame, 16in.o.c. 761 15.0 0.0 0.077 33 Orientation: Back Window 7: Metal,Thermal Break,Double Pane 15 0.300 5 SHGC: 0.40 Orientation: Back Window 8: Metal,Thermal Break, Double Pane 33 0.300 10 SHGC: 0.40 Orientation: Back Window 9: Metal,Thermal Break,Double Pane 60 0.300 18 SHGC: 0.40 Orientation: Back Door 10: Glass 76 0.300 23 SHGC: 0.40 Orientation: Back Door 10: Glass 76 0.300 23 SHGC: 0.40 Orientation: Back Door 11: Glass 76 0.300 23 SHGC: 0.40 Orientation: Back Wall West:Wood Frame, 16in.o.c. 470 15.0 0.0 0.077 30 Orientation: Left side Window: Metal,Thermal Break,Double Pane 28 0.300 8 SHGC: 0.40 Orientation: Left side Window: Metal,Thermal Break, Double Pane 28 0.300 8 SHGC: 0.40 Orientation:Left side Window: Metal,Thermal Break, Double Pane 28 0.300 8 SHGC: 0.40 Orientation: Left side Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 2 of 10 IFIEScheck Software Version 5®5® Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified' Field Verified'- o Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and r 10Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the v :building envelope.Thermal ❑Not Observable ;envelope represented on ❑Not Applicable construction documents. 103,1, ;Construction drawings and 3i❑Complies 103.2, documentation demonstrate IE] Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. R❑Not Observable r > ;Systems serving multiple = '}❑Not Applicable dwelling units must demonstrate !compliance with the IECC Commercial Provisions. ; 302.1, i Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCACooling: Cooling: ' U Manual] or other methods Btu/hrBtu/hr ❑Not Observable ; approved by the code official. ;❑Not Applicable i 5 i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 3 of10 Section # Foundation inspection Complies? Comments/Assumptions & Req.ID 303.2.1 iA protective covering is installed to ;❑Complies [F011]2 !protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. f❑Not Observable :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 `}installed. ;❑Does Not ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) �2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 4 of10 Section plans Verified Field Verified' # Framing/Rough,'In Inspection Complies? Comments/Assumptions `& Req.'ID Value Value. 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 j ; ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UDoes Not ;table for values. 402,3.3, ;❑ 402.3.6, Not Observable 402.5 ; ;❑Not Applicable [FR2]1 ; J 303.1.3 ;U-factors of fenestration products!;-;x ,]❑Complies [FR4]1 :are determined in accordance ❑Does Not U ;with the NFRC test procedure or ❑Not Observable taken from the default table. �❑Not Applicable 402.1.1, ;SkylightU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, :❑Does Not ;table for values. 402.3.6, 402.5 1 ; ;❑Not Observable [FR511 ; UNot Applicable U 402.4.1.1 ;Air barrier and thermal barrier ILIComplies [FR23]1 :installed per manufacturer's ❑Does Not instructions. ; �< o , ❑Not Observable ; J❑Not Applicable 402.4.3 ;Fenestration that is not site built "' ;❑Complies [FR20]1 is listed and labeled as meeting []Does Not 1AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 iIC-rated recessed lighting fixtures ', i❑Complies [FR16]2' sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm S❑Not Observable leakage at 75 Pa. E I I �❑Not Applicable 403.2.1 ;Supply and return ducts in attics IE]Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable ;R-6 where< 3 inches.Supply and y ; ;return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. i 403.3.3:5 Building cavities are not used as ❑Complies j (FR15]3ducts or plenums. ❑Does Not ❑Not Observable f l❑Not Applicable 403.4 'HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 labove 105°F or chilled fluids ;❑Does Not U below 55 °F are insulated to>_R3. - ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR2411 piping, ❑Does Not r� ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 5 of10 'Sec tion Plans Verified - Field Verified # Framing/Rough-In Inspection Value Value' Complies? Comments/Assumptions & Req.ID 403.5.3, {Hot water pipes are insulated to R- R- ;❑Complies [FR18]2,, zR-3. ;❑Does Not i®l ;❑Not Observable ❑Not Applicable ,403.6 ' Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not ?intakes and exhausts. If ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 {All installed insulation is labeled ❑Complies [IN13)? or the installed R-values 1EIDoes Not iprovided. _ JE]Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood PDoes Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass E] mass :❑Not Observable [IN3)1 ;exterior,the exterior insulation : r :requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 ,Wall insulation is installed per , I❑Complies [IN4]1 manufacturer's instructions. I❑Does Not : bNot Observable ; 3❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions Valu & R'eq.ID e Val�ie 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, 402.2.6 ;❑ Steel E] Steel ;❑Not Observable ; [FI1]1 �❑Not Applicable 303.1.1.1, ,Ceiling insulation installed per ❑Complies 303.2 amanufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every , :300 ftz. []Not Observable ; ❑Not Applicable -402.2.3 ' :Vented attics with air permeable F i❑Complies [F122]2 , insulation include baffle adjacent )❑Does Not to soft and eave vents that r extends over insulation. ❑Not Observable ; I J❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [F13]1 ;insulation >_R-value of the �❑Does Not adjacent assembly. ;❑Not Observable :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 , ACH 50 = ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not ;<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4,: cfm/100 cfm/100 ,:]Complies [FI4]1 ;cfm/100 f:2 across the system or 1 ftz ftz ❑Does Not I<=3 cfm/100 f:2 without air !handler @ 25 Pa. For rough-in : '❑Not Observable ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ,❑Complies [F127]1 ;determine air leakage with ftz ft2 i❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ;❑Not Applicable 1w.g. across the system including :the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a ;pressure differential of 0.1 inch ; w.g.across the entire system ; ;including the manufacturer's air 1 handler enclosure. 403.3.2.1 ;Air handler leakage designated } ❑Complies ; [FI24]1 by manufacturer at<=2%of $ ❑Does Not ;design air flow. ❑Not Observable ; I f} ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [Fl9h installed for control of primary I❑Does Not heating and cooling systems andNot Observable initially set by manufacturer to i❑ I code specifications. j❑Not Applicable 403.1:2 'Heat pump thermostat installed �❑Complies ; (F[10]2, on heat pumps. 3❑Does Not .,:]❑Not Observable J❑Not Applicable 403.5.1, ' ,Circulating service hot water , = ❑Complies [F111]? !systems have automatic or ,,-1013oes Not accessible manual controls. ❑Not Observable l ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.l® 403.6,1 JAII mechanical ventilation system ;❑Complies [FI25]2 fans not part of tested and listed U L ❑Does Not HVAC equipment meet efficacy and air flow limits. I❑Not Applicable ; 403.2 Hot water boilers supplying heat I, ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not jsystems have outdoor setback " control to lower boiler water " ;❑Not Observable Itemperature based on outdoor ;❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems t i❑Complies [FI28]2 have a circulation pump.The j❑Does Not ;system return pipe is a dedicated 'return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for ; circulating hot water system I pumps start the pump with signal ' Ifor hot water demand within the occupancy.Controls ; automatically turn off the pump }when water is in circulation loop is at set-point temperature and I no demand for hot water exists. a 403.5.1.2' Electric heat trace systems a❑Complies (F129]2 ;comply with IEEE 515.1 or UL )'❑Does Not 1515.Controls automatically adjust the energy input to the �❑Not Observable heat tracing to maintain the )❑Not Applicable desired water temperature in the piping. 403.5,2 j Water distribution systems that , I❑Complies ; [F130]2 have recirculation pumps that ( ❑Does Not pump water from a heated water i ❑Not Observable supply pipe back to the heated 1 water source through a cold ;❑Not Applicable ; ;water supply pipe have a 1 demand recirculation water system. Pumps have controls Ithat manage operation of the t pump and limit the temperature of the water entering the cold 'water piping to 104 F. 403.5.4 f Drain water heat recovery units ❑Complies (FI31]2 Rested in accordance with CSA E❑Does Not !855.1.Potable water-side j pressure loss of drain water heat ❑Not Observable ;recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ; jindividual units connected to ,three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 fixtures or 75%of permanent [-]Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage t❑Not Applicable lighting. ( pp 404.1.1 1Fuel gas lighting systems have `` j❑Complies [FI23]3 Ino continuous pilot light. k I❑Does Not } ll j❑Not Observable 1 i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.1D 401.2 ;Compliance certificate posted. } a i • #❑Complies [FI7] ❑Does Not ; ❑Not Observable ❑Not Applicable 3"03.3 Manufacturer manuals for ❑Complies [FI18]3 - mechanical and water heating ]❑Does Not asystems have been provided. ;❑Not Observable j J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 .3 1 Low Impact(Tier 3) Project Title: 995 Southern Boulevard, East Marion, NY 11939 Copy 2 Report date: 04/14/17 Data filename: Page 10 of 10 2015 IECC Energy Effidency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ®aasse • e Window 0.30 0.40 Door 0.30 0.40 Skylight 0.50 0.35 • . •e • e e Heating System: Cooling System: Water Heater: Name: Date: Comments Nunemaker, Amanda From: Emin Khananayev <eminkhananayev@gmail.com> Sent: Friday,April 07, 2017 2:33 PM To: Nunemaker,Amanda Subject: Mindvase LLC East Marion Residential House Attachments: A-013.00 CONSTRUCTION DETAILS.pdf,A-014.00 DESIGN CRITERIA.pdf,A-100..00 FOUNDATION PLAN.pdf,A-101.00 CELLAR PLAN.pdf,A-102.00 FIRST FLOOR PLAN.pdf Follow Up Flag: Follow up Flag Status: Flagged Hello Amanda, Attached are the drawings with additional information about the house. A-100.00 FOUNDATION PLAN is a drawing of a foundation plan with details. A-101.00 CELLAR PLAN and A-102.00 FIRST FLOOR PLAN. I added the Smoke & Co alarms and indicated the sliding doors to meet the egress requirements. A-013.00 CONSTRUCTION DETAILS is a drawing of a foundation wall section with the required information. A-014.00 DESIGN CRITERIA is a drawing providing Design Criteria, Geographic and Climatic Criteria and Live Loads. Thank you so much for your help. Best, Emin Khananayev EMIN KHANANAYEV Davis iszard ARCHITECt 1u2 `,•lest 25th street Nev, York NY 10001 office 212 268 8511 1 m e a D O O O � x i of � -------------- 0 p O+ p00 00 6 I /\ t r-- II On -.q. r- j it II I �o my 01 00 E m s DAVISISZARD ARCHITECT DRAW1Rc- 152 WEST "THSTREET PROPOSED HOUSE DATE 012111 NEW YORK NY 1D0D1 99OB 5 SOUTHERN BLVD SCALE 02.00 TEURRDNE:1 x zee es 11 -1 EAST MARION,NEWYORK TITLE R051iLOORRM t <'u � �r-r -- Iv'-1o• C f- r r _ --------------------- ______ _______________ m 3 z i I F I u . _________________--------- z y a i I � unE1CFVAlEo •.� 36• al woiwG 1MRSR�EU SVB ¢[LOW GWLF _ •CMCVULL GIAPGF YAEH SVHPtm FGGiMG PBGVE f WiIG WIOW I "' BOi1GY OF ffpR4G GMD[l� 3PhWYE � . x i_ __ _____ ____ a I 3 �9-P• � 9.r � ia.g• • DAVIS ISZARD ARCHITECT ognwirw0 ruo i sz We eTg11r PROPOSED HOUSE DATE 04 0717 vogK,nrr 11101 995 SOUTHERN BLVD SCALE I/d•=1'-0' TELEPHDIEZ12 1-11 A-100.00 EAST MARION,NEW YORK TITLE FUUNSAIIEW ft:N ii --"- -------------- - ---------------- � I z o -LT u i - Iw ivr sn I i m 0 ❑vc 19 3 cio a O Omaw6[ O N DONT _ a 4 I ' w 7 x v I Q - U ' __________ -------------------- ------- ___ ____________________________--.-..__—._-.-_ ..r..l�. _ ' aEl ea„Toa.eC , o S 6 I k9 el�. wQ.mm O 0 o ; W DAVIS ISZARD ARCHITECT oRnWlrvc rvo eTREET PROPOSED HOUSE DATE 040717 NEW YORKz,N Y 10001 SCALE reLcrNonc zlz zee esll 995 SOUTHERN BLVD (,_1 01 .00 EAST MARION,NEW YORK TITLE LELIPA PIAV /� I �M 38'ANCHOR BOLTS QO 4B'D.C. 7 tD V Y 2x10 HEADER G y^'y 'Al'�; �,l^�...�...� 30'ANCHOR — = =III- 13OLTS@413'13C 2x4 PRESSURE TREATED SILL G d 0 I o Q d G U G G F G �I II l�—STUD BEARING WALL o _ Q f co G J 0 v n5 .°s'p ° F BIT DAMPROOFING > " '� .z � C (.I 911 1.-OR 911 SLOPE !1 fin 11_0n 6" Y 6'DRAIN TILE p° IN I FT OF G �i0 GRAVELEL —� G L O J REINFGRCIN. t 21.611 TYP. WALL FOOTING THICKENED SLAB D.VIS ISZARD ARCHITECT ownwlNa No 9955ONTHERN RLVO GATE 340717 SCALE 34=IL T[L[aNON[xiz zsa esll EAST MARION NEWYORK TITLE N,L_SIC1131. t MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS NAILING SCHEDULE - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(In pounds per square foot) Idni Lkwtp•bn wmno�wr Nm R�" rladswnda [Doc rplsuwc3 ^ ArM WlwpWee IT.,aa I tae<laUl tial J—iaLleJ 01Rrr'ahn = i — USE LIVE LOAD Qmry laar rdlep Pero RM�n+Sral Ius uW<laa7 ta.r'ml=iaal pn Fo-u o --1-- _---- --t- —, Otdy,leHt le pa ra0N 0.Mt<r Baredwlydl NaataWe 39al {ue'aLle39al tad,iw r junlnn0Drabie azlics'xl:riouz storage" t0 [g low tap3 ouaprn3wna(Aea.+ckd1 ,Sex,aWr 99N d+r r,Llr)9N r -r - - � ,nrQ umnhabita.;le attics w'1 h 6mi:ed s,oragc 20 I _ _ _ _ _) pl9wa[e na1W.{r9c-ru13ar1 :-ed ss IItN rv.re WtblllDle avllCi in'-'WAS sefVed w•1'n flYedstalr5_________ I ?Q � pn,emra to¢rlwlGd+,eaedl zTad riw carr•,-! 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TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE: FOUNDATION PLAN 'A'NCiOR 7" 41° BO-TS;�-18"O C 6 2 12 40. 21'-1058' 6., 10'-93/8' 17'-81 3'-10' it '17'DF 0iAtl 38 2' o - =r,H E w 11=III-11=111-11 C--11 ;i "s7�6' � D ���� V 1�, :II�III�I�IIII�ICLII�IIIC�111 ?•; � LEDGE L 3;_2 Z, --------------- N_ MAR w 1 _ I I I I I - - I Q ° BEAMPOM BEAM POCKET w e . . 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PROPOSED HOUSE DATE: 022018 NEW WEST , TH STREET _ II 995 SOUTHERN BLVD SCALE: 1/8"=1'-D" A-1 00.00 NEW YORK, N- 10001 TITLE: FOUNDATION PLAN TELEPHONE z12-Zea-8511 EAST MARION, NEW YORK %'ANGHOR 71° 41, BO-Tscj)AT OC L 2 L 2 4--2- 21'-10 5/8' G., 10'-0 3/8, 1/8. w IN'NED CRAU 01�Tffllri 11=11 11 1-11GE `T� —4237-A'JCHO 2 F'l ZZ Tj z;4, ------------------------------------------------------------------------- E3131()LTS w P-1 'I 2018 IL---------- -- -------------------------------------- F—--1 C3 a B < -—1 ------------------------------------—------- ------------------------a------' BEAM POCKET BEAM POCKET w ---------------------- ---------------------------------- 1: : ----------------------------------------- BUMDING DEPT. -;�POCKET BEAM POCKET P -10 IL' ------ -4 1/7' L. -81/2' 5!a 5 1/2' 12' 13 2 1/2' 0 TOWN OF SOUTHOLD BEAM POCKET F- z w ED Z 0 ----------- cj w r12-101g 12'-41 n� -1. "T� 7� CONMIDUS ------ 12 COING'A'ALL ED WATERPROOFING Z #5 UR-CAI Pl�BPS (§24 0 ��NE OF as rn FOOHNG BELOW ------- —------- -------- 4,4 hORIZONTALRUDARS T SOTMMOF FOOTING F- 2 I-CA!"A 0 W-1-LATIO'l w /— 1211111WEI On BRAIN TOP OF FOUND WALL -l- mllu CONTROLJORITS w ','Eh:BFIANE 4 ---------- _rL of 11 7B7�T M GE 4-LALUCOLUMN .2314PF 0 ------ zWON BASE PLATE T 0 BYOTHERS C3 II ------ --- --- FIMSH GRADE TYP TOP OF AM _6 M GSS 0 COLUMN F . NF 2 " y BEAM POCKET 0. ------------------------------------------------------- 7 w Be >- TOP OF WALL Z ——---_-_-37P-0 —— ———————- ——— ---------- sHowE < Y30 -——————— K 0 SAB—-------- SLAB ----------------- LSLOPE TOP OF STAR WALL (f,%G PCOTINC w �,kb 2BAFIS NOSLAB RI C3 a ------- —-------- 0-UNDIS',U 3BLD r-,�-j N Ila 6" l'-O' 6- LLJ 4-CONC SLAB ON GRADE 00 :,:ikEDA,,y 2 > SLOPE WALL SECTION 0 01 1/2"=1'0" ---------- K 3/1 ST klCHOR BOLTS w BEAM POCKET BEAM POCKET 1 0 11 --- ----------------- l' -" In F—T--------------------- CGf,CETF SI 413""hELDED w FI 573 0 IMFE FAOR C B POCKET 7 — - - --------------------------------------------------------------------- N rF Z E� ----------------------------------------------------------------------------------- O COOB w as"ll w1ul 2 CIA P')III N S L L A T If 00N ED G 'T >- 11"N'll RICTING, 0 #5 HEARS L3 Ln ALL CONSTRUCTION SHALL CONFORM Z E9 WITH REQUIREMENTS OF 2'-6- 3: < 2015 INTERNATIONAL RESIDENTIAL CODE& COLUMN SECTION 2016 UNIFORM CODE SUPPLEMENT DAVIS ISZARD ARCHITECT 152 5 2 WEST 25TH STREET PROPOSED HOUSE� DATE* 022018 NO NEW YO RK, N.Y. 1 OCIO 1 995 SOUTHERN BLVD SCALE: 1/8"=11-01 TELEPHONE 212-268-aS1I EAST MARION, NEW YORK TITLE: FOUNDATION PLAN A-1 00.00 Y3'AlICKIP 72" 42" BO,T3 451 3 G 21'-10 5i8' 104 3/8, 17'-B 1/8' T-10" i8-2' GRACE 7 ED I- =I I=_I I Mn---I — — !I ------ ED 111_111,=11111— I III-- D z < ;1TTOd OF-EDGE IL D3,-2 9 %'ANCHOR I- I -------------- -----------------------------------------------------------—------ B0L1iCj'10'3C C3 UJ MAR I Lu o -------—-------------------------------------- I- -------- -------------------------------------- L BEAM POCKET BEAM C3 m w HOLD IT-10112- BEAM -- BEAM-----101-81/21 5 1/? 14-8 5 1/2" IT-4 I/,- BUMDING DEPT ° I OWN OF SOUT BEAM POCKET L J 41 Z W ED Z 0 ----------- ZA 12-1012 10. p N II F�l CONTINIOUS WATERPROOFING 0 *145 VP-CA-RtBOS Z I-- uNECF i I-Xi 1 @24 O.0 -AL PIEBARi F009NG BELOW --------1 ;44 ItORIZON 1@480C Ln BOTTOM OF FOOTING F 2°FON 13 INSULATION SHOWER In T. TOP OF FOUND WALL _TOP ILI m TB_, 38!-2- ',iATER,-P(',OFr1G W CONTRGLJOINTS ',4E NIBRA%L O t ----------- BOTTOM Ix 7T a i : -I '23/4pFLE GE 4'tALLYCOLUMN —-------- ------ WITH BASE PLATE Z 0 BY OTHERS I- TYP TOP OF ALL GRAVE COLUMN FOOTINGS It 2 - --- OEM PocIu 0.w ------------------------------------------------------- u TOP OF WALL —————————————— -- - z -----------A-W-CFELAB------ ------- 4ft 37'-10 : I.�. ! - �090,�ER SLAB 7_ SLOPE 7 Li ---------- TOP OF STAIR WALL < Fvii,3#5 C18APS NO FB ------ ------ 04 UPIDI ST r-,�-j V 6- -0— ED Aj�)C N L2�j i 4-CONC SLABONGRADE ED 4�-Q L, 24- is SLOPE WALL SECTION 13 ---------- 7 w 0 x 3/11 11 ST EEL (L --------- AN014011 BOLTS A— w BEAM POCKET BEAM POCKET 0 IF------------------------- -------------------A-,t_vorsys---------- ------j CGNCRETE SLAB 19573 0 ITT 74"WEI DIED w m [I 11DO F------------------------------------------- WIPE FABR'G OF NE ---------------------------------- ---------------------------- U Z 4 < ------------- - L tA -------------------------------------------------------------------- 0 COOR CONCRETE W W,UTILITIES ED CONO;:C1. NIG T,4 0i'3 rShEBARS C3 Ln ALL CONSTRUCTION SHALL CONFORM ZED 24' WITH REQUIREMENTS OF 261-6* S-8' 21-4- 2015 INTERNATIONAL RESIDENTIAL CODE& COLUMN SECTION 2016 UNIFORM CODE SUPPLEMENT 1 0 T 1/2"=1'0" DAVIS ISZARD ARCHITECT PROPOSED HOLISE� DATE. 022018 DRAWING NO.: 152 WEST 25TH STREET NEW YORK, N.Y. 1 000 1 995 SOUTHERN BLVD SCALE: 1/81=V-0" A-1 00.00 TELEPHONE 212-268-651 1 EAST MARION, NEW YORK TITLE' FOUNDATION PLAN c 3/"ANCHOR 10-8 12• BOLTS @ 48"0 CGE 38'_8" GRADEEl 0 =1 1=1 I L=1 11=1J 11 f-1 1=11�I I 38'-0" =�-1 I�I I H I1—II I—I I1—III--III— I I 80TTOM OF LEDGE 37_9 x ANCHOR BOLTS @ 48"0 C EL N Q _________________ w r --- r -- ------------------------------- BEAM POCKET AS REO x a ' , __________________________________________- Q Q ___________________________________________________________________________________________ , i BFAM POCKET ' w --------------------- I Q x F w BEAM POCKET BFAM POCKET ❑ I F 11111/2' 13'-101 13-10 Iled z N Iz CI w x - 0 I 4 x Ii, 1- , 3 z , 3 , I oBNRMouS WATEAPROOFlNG ' ' ' ' d m _ LINE OF f_______� F FOOTING BELOW I _ ❑ BOTTOM OF w N FOOTING TO OFWAl ° III IF Ae I 3 e 12"CONC WALL ix w ---------' ° DRAINTOoFLEocE W/#5 VERTICAL REBARS x o a @24 0 C BEAM POCKET #4 HORIZONTAL REBARS I 4"CONCRETE SLAB ❑ - - @48 W1 WELDED z13 CONTROL30NT5 FIN GRADE I WIRE FABRIC WITH BASE PLATE I ; ; ' 4"COMPOSITE GRAVEL ° 1 WATERPROOFING BY OTHERS F_ ' I B OM OF LEDGE MEMBRANE F I Q IOP OF 3 I IL 9• w ° COLUMN FOOTING BEAM POCKEI _ Z1 i ' _________________° .° 3p$pF POST _____ r-. Q ' TOP OF STEP dBaaFsraewau 30PB FOF GAR SLAB CONC FOOTING I d d SLOPE�i SEIOWEA SLAB — ❑ r W/3#5 REBARS w F_ x i0• L1 NO SLABi ' __ 2,-0N to P CONC SLAB ON GRACE to On n WALL SECTION D SLOPE 0 f w _ a 6"LALLY COLUMN mDONE BY OTHERS w --- a BEAM POCKET 8"X 3/4"STEEL DO r--- ---- ----- ° ------------------------------------------------- ANCHOR BOLTS ' w -- —_ -sAgstAa-- 2 • ° 38-2 I ~ EAM - — 4"POURED Nr 1 ____� ________________________________________ ______________________ ---------------------J ______________—_______________________.I__BPoCT�T__________________ _ FlNAL GflAOE CONCRETE STAB 38-P z WELDED COOFLCO CRETE WIRE FABRIC x W/UTILITIES cl _ CL CONC FOOTI G C? r n 2 2 20 q 17 W/3#5 REBAR�� N ALL CONSTRUCTION SHALL CONFORM SEP Z WITH REQUIREMENTS OF = a 2015 INTERNATIONAL RESIDENTIAL CODE& 2 �[ r� ° 2016 UNIFORM CODE SUPPLEMENT 3, BTMDING Off° 02 COLUMN SECTION 0 OF SOMOLD - T DRAWING NO.: DAVIS ISZARD ARCHITECT PROPOSED H❑USE DATE: 090717 , 1 52 WEST O25TH STREET A-1 _100.00 NEW YRK,, 1' N.Y. 1 000 1 995 SOUTHERN BLVD SCALE' 1/8"= -0" TELEPHONE 212.268.BB11 EAST MARION, NEW YORK TITLE' FOUNDATION PLAN w I O w I tt EL N_ P- U W F- 2 U C Q r______r COON.CONCIhTE r_____—__—__ --_____ W�UnUNES a I w • e F1I r__ --------------------- ---------------------- _____________ ______ LL • L__—_ _______________________________ __________J io I _ I I I Z W N O U O sEPnc a l t I I I I I I SUMP I j PUMP ❑ I 17-7 11'-7 81-81 19'4' 1 (9 I 1 ❑ BaEER 0 j CI I e � CEDAR CLOS, [CELLS MECH OLDS I Z Hla 3 I OPEN BASEMENT I a w N I O F -1 O F -1 4 I L J L J L__J ❑ I 8° T-2' 11'_2' 8'w 2Q EUECTAICAL _ ' En Aa I F- - I O F1 I C1 B1 B1 C1 I I � I . I I F1 ❑ J Al 1 1, SECUPITY I Z r----- L-11 r I I009 1 I O I TH 1 ❑ �I I 4- -1 r r—I—� w I I I _ -_ - ___ I I I I a __ __ -_ L__J L__ I I Q 1 n I I Al 37_2. C1 16'_10. 1 aLi l 6 1 Q HALL Q v STWR J I F7M ' DO WIr L__J ------------------------rrI I cANAGeslne I I I I I I I I N 1 1 - - --- e I I N i �----i i ® r- —� r ® I i ABOV>: 1 1 I I 1 CLOS/STORAGEO J J I CpOS/ST O RAGEI I I N 19 L I I I Q I I I O _ L aI I I UNEXCAVATED I I EL I I I N ❑++� I I I I CLOS I CL I I 11 I I I j ❑ I I 2'-" En I I I _ 1I 1 I I I I I ���Eo ARC I I 11 mI r- ------- -----� Lr------------------------11 II ❑ ------ -------------------- s2q,4o F�j► a I I ______________J________—__--______________� W I I I I E9 I ° E9 ALL CONSTRUCTION SHALL CONFORM Y _3 WITH REQUIREMENTS OF �0 N INTERNATIONAL2015 CODE& 2016 UNIFORM CODE SUPPLEMENT DRAWING NO DAVIS ISZARD ARCHITECT 152 WEST 25TH STREET PROPOSED HOUSE DATE. 090717 NEW YORK, N.Y 10001 995 SOUTHERN BLVD I SCALE. 1/8'=1'-0° A-1 01 .00 TELEPHONE 212-zea-8511 EAST MARION, NEW YORK TITLE CELLAR PLAN o , `w H m 2 m a � N H W f 2 ° E1 E1 E1 Q r- 1 --- ------------ ---------------- --------------- - z –––––––––– ----- __- -- --- -- ----- ---------- --- ------ ---- - W _ N WNDOW SEATm 13 13 W \/ F 7 �\ c 2 F 3 13'-4" _ _...1 '_-1 2&-10' 69 z 3 E7 - At B1 E1 � 05 OB a 01 02 ° BEDROOMLIVI G DINING N BATH ROE M ROOM F (Dql 08 O® 4 - C2 _ ° 13'-4' 26k-4' w - - x I H i ❑ 0 _ ° Hvo�oz z O FD BEDROOM W Cor , G)®(L 03K q LKITTC- N z all POWDER ® ® II I W �I q I I ,� q l l 3` q X u I sovcR I I 16 \ D y D it tt ❑ ' I I ' Losl I t9 Q I = BATH SHOWERI N° 4 2,_8051-01- 3._ , s—,_8 — O; CLOS _ SNPEj/jfj 1 N I 16 1 19 - HAL- Ln - LAUNDRY t Li Eli q ❑ I H I I a.❑ 4 I 01 a OB ' u C�20_ BEDROOM _ BE13 ❑OM - Ao cJN - - 16RQ 5'15 T«10'O� C1 q � q i Dt W E1 I m D 9A" 2-5' 0' -0' 4�_' 16'_" zAfl Q w msPwn 1 Dl -- ----El El ED - ----- -- ---- ----I El E7 Z ALL CONSTRUCTION SHALL CONFORM %SZgR a WITH REQUIREMENTS OF 0 2015 INTERNATIONAL RESIDENTIAL CODE& W O� `" 2016 UNIFORM CODE SUPPLEMENT e� I E� DAVIS ISZARD ARCHITECT PROPOSED HOUSE DATE: 090717 19 1�� R INS NO.: 152 WEST ZSTH STREET �. 5 NEW YORK, NY 1 000 1 995 SOUTHERN BLVD I SCALE: 1/8"=1'-0" OF O�.00 TELEPHONE 21 Z-ZBB-851 1 EAST MARION, NEW YORK TITLE: FIRSTFLOORPLAN O W r m ! a a m W - a � T. o o H F1 c 0 0 0 0 ill❑ o 3 z a SOUTH ELEVATION 0 4 W 7 W 2 F O Z F U 7 C a w rc > Q ci a H 13 w x U Q 13 12 Q - N � N � P 4 f C W a ' 0 i rc CL W �_______________________________________________________________i 0 N W I F N_ ----------------------------------- ------------------------------------------T; i, EAST ELEVATION I a a ARCy�TF XSZAO Cl DAVIS ISZARD ARCHITECT PROPOSED HOUSE DATE 090717 * y'l#bo a� N❑-: 1 WEST ,5TH STREET '� .00 O O NEW YORK, N v 10001 995 SOUTHERN BLVD SCALE: 1/8"=1'-0° TELEPHONE 212-269-8511 EAST MARION, NEW YORK TITLE ELEVATION E 0 w r m_ x a F w w � 1 w ❑ I 7F w N Z O ❑ 1 i F F F 3 I r 1, z -------------------------------------------------------- 3 I r , ° NORTH ELEVATION N F 4 O W r r I I 111 _ ____________________ _________1- ___L�.__________ ______________ L� I r I r W I- K z ❑ F 13 ❑ 7 ❑ w w rc '��% f x R Q ❑ N Z❑ 4O ❑Z 4❑ 4❑ ❑q ' N ¢ 0 4 R _________ ____---------____ _j�-_---"rl'I r ------ -_ r eR-- r r ___________ __ ------ ----------- I I r II iii i r� I I r l w , r r iii ii ii I r r .�7 ii I' WEST ELEVATION 2 Z I _____J Iii irl rr r�L , r I 1 ' , I 1 I -_ W r I 1 ' z L7 ARCH, jSZgR� C'A T x Y DAVIS ISZARD ARCHITECT 152 WEST 25TH STREET PROPOSED HOUSE DATE. 090717 A NO . NEW YORK, N Y. 1 octal 995 SOUTHERN BLVD SCALE: 1/8"=1'-0^ .00 TELEPHONE 212-26S-8511 EAST MARION, NEW YORK TITLE, ELEVATION C W DAN-1,I I S 7-A IT' VANDOW SCHEDULE M 4!'4�11-1 VVINZF'-� 9%SoAam Blvd, 0 0: 1 -Y ri 0 K, *4 "e, -I Z; EaO Marion, N.Y.,11039 T rk,- 0 0 ri F" =!z 8*2to-0 on ri'l I D91ir 09,07.17 O Z Z W :1 TYPE R.O.SIZE(W x H) DE$CRIPTION MANUFAMRER FRAME GLAZING COMMENTS Z3 0 W:215,x H 24"-2'7" Trapezoid Fixed Window Pella AlurnInium Low e(various types) 0 Z W:215"x H;41511 Casement Window Pella Alurninlurn Low e(various types) 2 0 ..................... W:7101 x H: 21711-32 Trapezoid Fixed Window Pella AlurnIniurn Low a(various types) LLOW to W:47'x H:44' Picture Window Pella AlurnInlum Low e(various types) 4 0 0: W:2154 x H:2'31' Picture Window Pella AlurnInlurn Low a(various types) 0 Z C3 W: 304 x H:6181, Hinged Door Pella AlurnIniurn Low e(varlous Wes) 11 Z W:7'09 x H:68" Sliding Door Polls Aluminium Low a(various types) 7 W: 31011 x H: 3110'°-XV Trapezoid Fixed Window Pella Aluminium Low e(various types) C3 IW: 810,x H:611011 Sliding Door Pella Alurninlurn Low e(varlous Wes) E3 N W:67"x H:3'6"40" Trapezold Fixed Window Pella Aluminium Low a I(various types) .M 10 T W:2154 x H: 251' Awning Window Pella AlurnIniurn Low e(various types) W: 8V x H:81011 Sliding Door Pella Alurniniurn Low e (Various Wes) 0 12 W I 9Y:21511 x H:60' Picture Window Pella Aluminium Low a(varlous Wes) 13 N W,211 x H:30" Picture Window Pella Aluminium Low e{various types) in 14 0 A RC/y 15 Z < SZA 0 W:a,21"x H:811 91 Panel Plank Door masonIte Wood Barrington AvantGuard Spanlab Cedar .............-�- IL 13 Z 3.1 'b o < 19 rn E VA DAVIS ISZARD ARCHITECT DRAWING NO.: 1 52 WEST 25TH STREET PROPOSED HOUSE DATE: 09 0717 NEW YORK, NY 101101 995 SOUTHERN BLVD SCALE: NTS TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE: WINDOWSCHEDULE A-400.00 I w CEDAR DRNE m IY a w X � � N_ F- U w H U K a 0 co F- N w H z w - z o o ❑ w N_ H, o co ❑ 00 3 z 3 c O N S03°10'40"E 366.39' m J W M u ii w W 1 — W Q�d U, J O 50, CE O 1 a8c z I \ ❑ H ❑ 4' 35 7 IL c OZ) ❑ o N w 6� T z N I O cc a Q$ I N �o N w D .00 L-6 931-6"T I 1, . 3 J O -7 W F I + o z U CD i O I LLI It Lc)I a� 1 ! a W =DN I l\ /-� �Yg,g� l I j I o N C/), L--'J C ❑ C \\ a LLJ I I \ Q D o I H LL o I 3 I o$ I Y O C3 �' I I 1 0�n FFZ-- Yr- w00El ' \ U I \ Y a o N u N03010'4011W 373.25' ulm', o�cl- Lu ° J O W ❑ ED z 3:1SEP 2 2 2x17 �Ep ARc'yi ]BUILDING DEPT.` i OWN OF SOUTHOLD DAVIS ISZARD ARCHITECT DR WIN NO.. PROPOSED HOUSE 152 WEST 25TH STREET I DATE: 090717 - .00 NEW YORK, N Y 10001 995 SOUTHERN BLVD sCALE:1/32"=P-0° �'`-�-- ' TELEPHONE 212.269-9511 EAST MARION, NEW YORK TITLE PROPOSED SITE PLAN �.9 19 3 TF OF NES So TS q>,S,0r 2 ,�,6 q_• 21'-105/8• 10'-93/8• w m —I I IJ I I-111=1 I1=11 C—I I L=1I "Z"5 =1I�I I I-1I f�I�I I f-1I 1=1I 1=1 I I x p^T'fA 0 L FPGF a 's'-2 /-'A'1Ci0e ----------------------------------------------------- 6n_T; 0 C w e a F a , I x I L_________------------------------------------------________� _ � L______________________________ ______ _____ ________________________________ ❑ --_-- - - BFAPI POCKET BEAM POCIRT -�9 •(° fY,bio` 1 P ' w __________________________ ___ _________________________________ _----------------_-----------------_____� -- BFAM1T POCKFF BEAM POCKET - DATE:--- !� [- P y 13'-101 1/? 10'-8 I 51 51 c 12-4 1/? I d +•�nT -�,,,, S•E-•1t BEAM POCKET z D \• FF•: � I ' z FEE:_. ITT a z Nc�T1r Y RU!_D+ ':_ L' ' 7;nT JIE!!T Fri W d ;'65-1 ES02 C W ,. ;' it FO T 1-1 EE POL_LO'uW TNG INSPE i 10 S: 7 1'- 12-to12" 12'-41 3' t. f-lJ 1�II Vr�TIQIJ �1U�t:? F:'sz��Q�;LJ - , ❑ COMINIOUS ' WATEBPBOOWJG ' 3 I � r------; ------- 12'COsIC�:r,_l FOR r rU,ric , C.C, .•1'i Ti~ ED I b 4"1i IV5W? CN RrSf-i I Z I - i�2-0GC d 4 ROUGH °"Rr\tt-ii1''�1.; i'�UI'�i 311`G r--- uNE GF ' ' ' I . ' ' i FOORNG BELOW ------� L____ n 3/AL N 4f1 RIZCt,TALREdAR; N BOTTOM OF 'c.48 G G (('' p} p q1x FOOTING a 7i �J1\?,;,UC Irl'! MUST 2 FOAM � I �w ° ' LETCI`JSULATION j� T p qSHOWER — TOP OF SLAB TOP OF FOUND WALL Q d A ,TUBI 1 I�.-N , rILL ITJI_ETGRAINn'ATEP:COW RNITS OF THE CODE,' OF RE`aI'�'ED WJCONTROL JOINTS LrRA,C ;' NOI , ESPONSI:LE I OR I L I ❑ ------ ' ' BOTTOM FLEDGE I DESIGN OR COi�STRUCTIOPy _RRCRS, 4•LALLY COLUMN 37'23/4' a , , Z WITH BASE PLATE ❑ BYOTNERS i 7 ' `--- ---' FINISH GRADE Q ❑ TYP TOP OF ALL 37$ ❑ ! COLUMN FOOTINGS ¢ 28'-31/L• BEAN POCKET i a I ----------- �---- w ' e ' TOP OF WALL z ° ' --------------- z 3a-Tare a r -� — — I 1 —1 I <a r-------------------T�rroFstaB-------------------- srtDwERsue c I I I ' [] ---------- TOP OF STAIR WALL SLOPE I I � I I i 39'-0• i 1 IL � I I ' I ' 4 q I _ COA•C =GvTl',C d C3 d F 1 I ; I ,y;x#5 NLARS —� H , I _ NOSLAB I ❑ a Q � I .J`v1PAC=G I I ❑ I f------1 f--- ---11 i O+UNUIS;LI;bEU O a SIL L g° L 1'_p" I I , ' i 4 CONC SLAB Of GRADE 20 L N Q D a I SLOPE tE 4 01 WALL SECTION ❑ II— I II II — ~ ! a ----------� LEE L w I a arI. I' I I ,, .,tiGr-aGL-s w i ' BEAM POCKET BEAM POCIQT � I I I --------------- ------------------ -LP--AB--------------------- i'CGt CPETE 31 AS w a, -------�TF$'-- ----- ':4AtE�CE7 - I I I _ IFE F C H � I eFAMPacI�r -- - ,. .49R r_ N ' ------------- -----I ----------------------------— ----� ----------------- ------------------------------- =-ACPRADE----- �t RE ARC 2 ° -- _ 3 ` D I a --------------------------------- -------------------------------------------------- -� ❑ w COOR CONCRETE F. W/UTILITIES LD - L 'CAM 4SLLNTIJ'1 ci a C:P1C FCCTI^l;i — —'� a#5 REL1 ;S t N ALL CONSTRUCTION SHALL CONFORM Z 2-13" WITH REQUIREMENTS OF ,— ' - �T X9573 yO 3 r-- "' '-2 B'fi D'8' 5-81 I COLUMN SECTION 2015 INTERNATIONAL RESIDENTIAL C oz F N E 2017 UNIFORM CODE SUPPLEMEN �5 nnAn DAVIS ISZARD ARCHITECT DATE 12/21/18 DRAWI •• 152 WEST 25TH STREET PROPOSED HOUSEI L �V q NEW YORK, N Y. 10001 : �--_-^- 995 SOUTHERN BLVD SCALE. 1/8"=1'-0" _ TELEPHONE 212-265-8511 s`-" �" 'Y`^ � TITLE FOUNDATION PLAN — A—100-00 i ` _ ,-I _.e EAST MARION, NEW YORK ❑ w F- m ❑ a m H ° f ---- ------ w mr I I aw❑ I I o -� 13'-10' --a OB / i L ----— I F -- ------------- ———— Ii--—— -------—I I iII F 4 -1 OO ----------- _ 43/4' II 3'-07/8 A/ 6'-P' e II N I I 18fi Wl a 10'A' 3'-0• ELE CAL I I SUMP PUP Z I ^� I PAN LS VJF 1 1 e 0'x7'0• = I ° 2'-0• 2`-0' 4'-6b 4 1 1 4'-- 6'-R 1314.7—4.911? 1 1 8'-330 V U = I ❑w § b� i m m a i i D6 i i o�1 i I 3 I SItAM11 \ / \ WIN SiOAAGE N VlF I I MEP ROOM I I pPEry fiA5EN0: II — eF I I r1,1, I \ .4•-s• L J L -i 14 r I L ,r� J 2 I „w• � ATEA FILTEA �� —a , 2'-0114. VLF i i I a J ❑ I 26'x TO' _6' 43/4• 4'11114' 6314' M-712• 8'-33/8• 3/4' 1116-5- I w I SHOWS _ N DOOR' / ❑y"'7 \\ �� I 3'4 71'-71/4 4-0112- 340- 12- 3'4' ❑ 05 , a ° \ 4 1 _ WD �\ 47'0' o = i fi n ti II S -- �L \\ 1 b �� �ll-1 uee=9—=1a I 6 7 °c 3'0"a 7'0' 3'0•x 7'Q� -- 3'0'iT 0` 30x❑ F SILe 11 J 13 24-111/4• L 1 III J B-13/8' 634 17 T W 4'-0 3/4' 3-258'3-680Lfi5d3/4F I _J I I 03 WALL MTD \ I ° a ° I Z SLIDING5'0•t'0' .1.-0.. r.--------- e-----1 ° F—J Q DI I 1 I I I i�81 I I e —___ _ °° y I i i it z6•0-01El - = p m m 4 Ix I I I I L I I I ul I m .# 'tea _::116 I 1 1 Lu�J I1 J I > ;wv_wu°u I ff I dL'r.tOh I'd 23'-0' 1 5'-17/6• o it BASEMEN I BTOA GE \n.W« a a m b l II wV— 1—— ———————- I RED ARC I rn --- -------�-- ----"—� IS ° ---------------------- Zq,QO F� Z Q a a Z ALL CONSTRUCTION SHALL CONFORM WITH REQUIREMENTS OF F NES N 2015 INTERNATIONAL RESIDENTIAL CODE& 2017 UNIFORM CODE SUPPLEMENT DAVIS ISZARD ARCHITECT - ORAWINS NO 152 WEST 25TH STREET PROPOSED H❑USEIDATE' 122118 NEW YORK, N Y 10001 995 SOUTHERN BLVD SCALE: 1/8°=1'-01, A-1 01 ,o0 TELEPHONE 212-268-851 1 I I EAST MARION, NEW YORK TITLE. CELLAR PLAN 12' 3'd° 512• 10-03/4• 512 10•-7 7/8' 71/4• 10.85/8• 512• 3312 5 I1 10-111/4' 512.1'-7&0.51 4'-5• 10-0' 8' 10'-6- 12' 10-812' 4'S• 10-812' 2-95/8' I ❑ W F �_ m 2 ❑ �. N F il _ r17� 10 11 1011- I1 11 - - - 2- 11d _ - LL F b Z Z ❑ L'/ ❑ 7518' 3'-159 759' f0'-0' 5'-2 4•F 1' 8Iµ 10'-61Ad W 0' !d & 2' ? 4S 10-812 1'-0 S W F _T E0P00 t m b SHO'MN GLASS Cfl00W OPIWG PODM Lo Z 7518 14'31/4' 8' 4'-0• I 3 j/-0• 2'-8 4-� 812' 24-11•ir 2'-11' 7 5/8' m 3'0•x8'0°9 / 000BL�Oli 1^ C 512' b I 4' I -01/ 012• 21'S 114' 3-6- _71 3'0-x9to! - W f 7318• - 8'-10391 3'-0' j 2'd 5/6'11 V2-3 •t � Im 0 OS \\ b 12 13 I jv 311 1,3-'--& 3,�____ ______ __ 3- 10 L � B--5- 1 ❑ § L dfDP00M511T1 P00M j CLUS CL01 I b \%q _ I W b 0 11 8 HEN I 10 � 1• 0 1 F� n � I b y 4Ff, m 4'fi' 43/4 .2 I/4 1 8'S' 012 3'-Y mi I� 12 -- 2-0 l d I e / N > 15 2-r / 1 -17 3�ME'G - Z 3'0•x8'0° (124_8'0• OPY ` e - v3 I7 f h 4 i 3�(Y' 8&4' 4' 03]4• 3�' 1'-103'4' 1-0• re 12' 8'-Y -3/4• 2'-11/4 3/ -6 f 518 a ' 3 \\ \ \�/ _---- HP OFS [~] 2-i' 3. 2'-T_ __i•-E ,1'4i^ 3/4• -012' I \01R' ' V I I W 0 15 ,b 0•x80' i4 rr5''14• T A' 4I 1 f\ - 21114' 131 / 6-6 j F24- - 3 /M "I �.I- \X '-F Efl flM R L / J I 6 Q I _ .• 4 .,.., /0�'p!. 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GMAGE 13'-2114' I I! 3'-0' 5i8• -\ 1a 11 LP OFS B I^ I 113 78 r \ m II 3=_ I I i RE R \ II it I I --- ------� I \/ = II II I GJIS e ----- -- ---I I N is N ���I1'4' - 4'3F2�- 3/4' 4-01/4• a4 nor- - - --- - I N /i� Q�� L O Z Q b __- _ __ FINISHED E., I p — — �_ •-s — — — ________________ -0-6'____________ I- 1 FMISHEO GflAOE y 1 I 3Tfi' 7{ l7 a N ` r f] 10-10° 0-I I' 6'41/4• 1'-01/4• 3'-0' S'-51/4' 10-1 5'-91/8' 2-4' Ell 3 m 512 5/L' O F �� ALL CONSTRUCTION SHALL CONFORM 112' 9'-21/4' 512• 2-83/8'312• P-2378• 512• 4•-8174• 71/4• 5--v 5•-11/4• 10$• 5-0&8' 1012' WITH REQUIREMENTS OF 2015 INTERNATIONAL RESIDENTIAL CODE& ~ 2017 UNIFORM CODE SUPPLEMENT DAVIS ISZARD ARCHITECT ORA .. 152 WEST 25TH STREET PROPOSED HOUSE DATE' 12/21/19 NEW YORK, NY. 10001 TELEPHONE 212-26H-E7511 995 SOUTHERN BLVD SCALE 1/8°=1'-0° A 1 02.00 EAST MARION, NEW YORK TITLE' FIRSTFLOORPLAN 1 ❑ w H TYP m 12 a 1 N F _ TOP OF H P HOOF TYPV - 2-5 F- 09 TOP OF WALL PLATE 11 I fx'x 50-11' LILI w = 9 _ 1 4 i 77 LI Typ TOP OF PLYWOOD - - - 38'-2 3/4• F u TOP OF FOUND WALL 3 w Z U7 - __ GRADE z , IIS I I ❑ I 1 I ED I I = I I I 4 I I I ❑ N I 1 I W I I I = I I I H ❑ rl------------------------------------------------------------�T___________ ______-___________________________J� IYI ______________ ------------------------------------------------------------ z _ __________ ____-____________- o NORTH ELEVATION riri a ❑ ❑ a a w rc z d - w P w �s ❑ ❑ - Q ❑ , - HL TOP OF LP ROOF 47-11- N " & %' �? $° 2 TOP OF WALL PLATE N 46-5' 1EI EI Eil 171 Q � H TOP OF PLYWOOD w W _.. __.._._ 38'-23W «..,_.... ,... / 5 i❑'�5 i ___ _____ X55 �yf ZOF FOUND WALL _ /�� J ❑ GRADE N LII 1 l 7T-8• I I I P I I i w H N ED ARcy ❑ W I I I I t� •�' W I I I I F 1 1 I I I > I I I I a ❑ ri_______________________________________J�__________________________________________________________________________r1________J� / N SOUTH ELEVATION �. 19573 O y OF NEin DAVIS ISZARD ARCHITECT DRAWING NO.: PROPOSED HOUSE DATE 122118 152 WEST 25TH STREET NEW YORK, N Y. 10001 995 SOUTHERN BLVD SCALE' 1/8"=V-W A 200.00 TELEPHONE 212-26B-8511 - EAST MARION, NEW YORK TITELEVATION 0 W N = Ai" rc TOP OFHP HOOF EL sr-s• N SU-1TOP OF WALL PLATE 1• rn TOP OF PLW1000 38-2 374• F. _ 3B'-2'TOP F FOUND WALL _/F_ - _ —- - - _ um ?i 3]'E• Yp Ur Z I I I I I I 3 I I I i ¢ I I I ❑ I I I I I I N I I I —► p/ 4 I I I ❑ i i I w N m I I I L——————————————————————————————————————————————i———————————————————————————i—————————————————------——6—————— F EAST ELEVATION z F ❑ 13 ❑ ❑ Iz IL w rc z TOP OFHP fl00F � s7-S ❑. Q u T'-I P ROOF 47 I' Q ❑ TOP OF WALL PI ATE 4-5. N a EiEll )LLD - _ _ TOP OF PLYW0a0 W r ' TOPOF FOUNUAHON - ME 38'-T It 4 GOAOE Wll m u �� �' '•� '� �SJ J�`j IS N 17 12) 4 G r1 --------------------------------------------------a. l� e ❑ ---------------------, ---- ❑ WEST ELEVATION N I I E3 I I DF NE Z ------------------------------------------------ 3 Ix ¢ a 0 N_ I F I 1 DAVIS ISZARD ARCHITECT DRAWING NO.. 152 WEST 25TH STREET PROPOSED HOUSE DATE' 122118 NEW YORK, N Y 10001 995 SOUTHERN BLVD I SCALE' 1/8'=1'-0' A 201 .00 TELEPHONE 212-268-851 1 ' EAST MARION, NEW YORK TITLE: ELEVATION APP ROVIED ,AS NOTED DATE: 'LS I iB.P.# ( �(fq COMPLY VV°ITH ALL CODES OF /60 NEW YORK &t TOWN CODES FEE:El ✓ BY: AS REQUIRED Ro D� C �- SOF NOTIFY BUILDING DEPARTMENT AT 755-1842 8 AM TO 4 PM FOR THE FOLLOWiNG INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SOI jj?.wt-rrmihrai nlAWl NG BOARD FOR POURED CONCRETE SO,1'iI ' T!'i1ft�NTRllfi1�SS 2. ROUGH - FRAMING & PLUMBING 3. INSULA T ION y Y 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL SHALLTHE REQUIREMENTSTION O THE CODES EET OFNEW OCCUPANCY OR YORKSTATE. ORENOT RESPONSIBLE DERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE Contact TO.S lingineer3ns at 70-IM 70-IMbefte OF OCCUPANCY 804M,OR Provide Er~s Crtkftn PLUMBER CERTIFICATION TRUSS PI.ACARDING REQUIRED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ELI CT MC L EXCEED 2/10 OF 1%LEAD. Ea PLUMBING ALL PLUMBING WASTE i &WATER LINES NEED I{ 'IfETING BEFORE COVERING I NOTES, LEGENDS & DETAILS INSURANCE REQUIREMENTS PLUMBING FIXTURES SECTION� DETAIL NUMBER P.L.—•—•—•—•— PROPERTY LINE 0 SHEET NUMBER _ — — — _ — _ LINE ABOVE 1. CONTRACTOR TO COMPLY WITH THE OWNER'S INSURANCE REQUIREMENTS. Fp I FD I Floor Drain FpT_RD_1 Roof Drain ELEVATION LINE BELOW 2. ADDITIONAL INSUREDS TO INCLUDE, BUT NOT LIMITED TO: ARCHITECT AND , RB Hose Bib o ELEVATION NUMBER OWNER SHEET NUMBER --------- CENTER LINE I sK Sink A 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL I we PARTITION TYPE Toilet ALIGN SUB-CONTRACTORS AND DISTRIBUTION OF ALL DOCUMENTS IN THIS I Lv Lavatory [A WINDOW TYPE PACKAGE, INCLUDING DRAWINGS, SCHEDULES, AND SPECIFICATIONS. ALL I BT Bathtub SUB-CONTRACTORS SHALL BE GIVEN ALL DOCUMENTS RELATING TO THEIR , sR Shower q CEILING TYPE PARTITION SPECIFIC TRADES, AND OTHER TRADES WITH WHICH THEY SHALL BE Fp O ( TO ASSEMBLIES) — (REFER RESPONSIBLE FOR COORDINATING. ##APPLIANCES DOOR TYPE/HARDWARE TYPE I _ I \ 4. THE DRAWINGS AND SPECIFICATIONS CONSTITUTE THE os ROOM TYPE NUMBER FUTURE DOOR SWING (FOR ADA ACCESSIBILITY) CONTRACT-DOCUMENTS. ALL INFORMATION CONTAINED IN THE CONTRACT Fp wA Washer WC ROOM NAME DOCUMENTS IS THE PROPERTY OF THE ARCHITECT. a DY Dryer DATUM POINT ABBREVIATIONS a RF Refridgerator o0.o Q CONCRETE WALL a Mw Microwave A.F.F. ABOVE FINISHED FLOOR N.T.S. NOT TO SCALE F.—PERG-1 Range sDico SMOKE & CARBON MONOXIDE DETECTOR. HARDWIRED UNIT . PROVIDE IN EVERY ALUM. ALUMINUM O.C. ON CENTER DWELLING UNIT & WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH APPROX. APPROXIMATELY OPNG. OPENING F-pTDw_­I Dishwasher BEDROOM. BLDG. BUILDING PLWD. PLYWOOD a PTHC Mechanical Unit: See Eng. Dwgs. BOT. BOTTOM P.L. PROPERTY LINE CAB. CABINET R RADIUS PERMITS AND SIGNOFFS DRAWING INDEX C.I.P. CAST IN PLACE R.C.P. REFLECTED CEILING PLAN CLG. CEILING R.O. ROUGH OPENING THE CONTRACTOR SHALL SECURE AND ARCHITECTURAL PLUMBING C.M.U. CONCRETE MASONRY UNIT SCHED. SCHEDULE CONC. CONCRETE SECT. SECTION PAY FOR ALL PERMITS AND INSPECTIONS 1 A-001.00 TITLE SHEET 17 P-100.00 CELLAR PLAN DTL. DETAIL SIM. SIMILAR REQUIRED BY THE CITY OR OTHER 2 A-002.00 SURVEY 18 P-101.00 1 ST FLOOR PLAN DWG. DRAWING S.O.G. SLAB ON GRADE AGENCIES HAVING JURISDICTION TO 3 A-003.00 SITE PLAN EA. EACH S.J. STEEL JOIST 4 A-010.00 PARTITION TYPES 19 P-200.00 RISER DIAGRAM EQ. EQUAL S.S. STAINLESS STEEL OBTAIN A NEW CERTIFICATE OF EXIST. EXISTING STC. SOUND TRANSMISSION CLASS OCCUPANCY, INCLUDING BUT NOT LIMITED 5 A-011.00 CONSTRUCTION DETAILS ELECTRICAL EXT. EXTERIOR STD. STANDARD TO (SEE SPECIFICATIONS FOR ADDITIONAL 6 A-012.00 CONSTRUCTION DETAILS FIN. FINISH STL. STEEL 7 A-013.00 CONSTRUCTION DETAILS F.D. FLOOR DRAIN T THERMOSTAT REQUIREMENTS): 20 E-100.00 CELLAR PLAN 8 A-100.00 FOUNDATION PLAN FL. FLOOR T&B TOP AND BOTTOM BUILDING DEPARTMENT NOTES 9 A-101.00 CELLAR PLAN 21 E-101.00 1 ST FLOOR PLAN F.P.S.C. FIRE PROOF, SELF-CLOSING T.B.D. TO BE DETERMINED 10 A-102.00 1ST FLOOR PLAN BRED�4RC,y�A GA. GAUGE TYP. TYPICAL ALL CONSTRUCTION SHALL CONFORM G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED 11 A-103.00 ROOF PLAN iszgRo G.W.B. GYPSUM WALL BOARD VFY. VERIFY WITH REQUIREMENTS OF 2015 12 A-200.00 BUILDING ELEVATIONS HD. HEAD V.I.F. VERIFY IN FIELD TERNATIONAL RESIDENTIAL CODE & 2016 13 A-201.00 BUILDING ELEVATIONS c INT. INTERIOR WD. WO gc[EUVLlg IFORM CODE SUPPLEMENT -14 A-300.00 BUILDING SECTIONS s J-B JOIST WDW. WI 15 A-301.00 BUILDING SECTIONS -4- J-BOX - JUNCTION BOX W.P. WA OOF * �, �' � MECH. MECHANICAL W/ WIT 16 A-400.00 WINDOW & DOOR SCHEDULE 19513 .�0 MIN. MINIMUM W/p WIT APR 1 8 2017 -1 DAVIS ISZARD ARCHITECT TO OF SO OLS 152 WEST 25TH STREET TOWN PROPOSED HOUSE DATE: 040717 DRAWING NO NEW YORK, N Y IDDDI 995 SOUTHERN BLVD SCALE•VARIES oo l .00 TELEPHONE 212-zee-est 1 - EAST MARION, NEW YORK TITLE TITLESHEEi mZ N ID THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF DANIEL GOLDNER, ARCHITECT P.C. ANY REPRODUCTION OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF THE ARCHITECT IS PROHIBITED. m N D v * < = O j m(n O Z ;T] N O N rn N Z LN N N { > In 07 ❑ Ebn °D m D ° �A n x MAIN HOUSE INVERTS m n SURVEY OF LOT 75a NOT TO SGaLE ,1 SLOPE �DryAn AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AOUAVIEW PARK' NNspMGIS mcanccrar LEAGMNGPGOl4A IO GRADE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30,1971 Is PF a caaGE EL.16s AS MAP NO 5621 „ =ass wv-1a, wv=les INV-33! wV=316 1/4•PER FOOT SITUATE: EAST MARION rePE"`°°' SEKICTGN SEPGI GT TOWN: SOUTHOLD SUFFOLK COUNTY, NY LAND NOW OR FORMERLY OF SURVEYED 11-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF N PROPOSED ACTIONS 07-31-2014 EBASOHN GREG PEPE JERRY SOHN SUFFOLK COUNTYTAX# W e E 1000-22-1-10 AREA CLEARED BYADJOINER CERTIFIED TO EL-40' N89°57140° 19' EL=4o' MINDVASE LLC STAKE SET FIDELITY NATIONAL TITLE INSURANCE COMPANY CZE S CORNER UNDER PILES OF CD BRUSH CLEAR OW ED BY NINMONFROM LOT p0 o OpgTy o SOHN&BORN C, 9 - o z S89°57'40"W 12519' --__--___ 1 ZONE R-40 I I COVERAGE CALCULATIONS i i p PROPOSED HOUSE=2,430 Sq Ft or 5 2% o I PROPOSED POOL=532 Sq Ft or 11% PROPOSED COVERAGE 2,962 Sq.Ft.or 6.4% � MAX.ALLOWABLE 9,245 Sq.Ft.or 20% o LOT 9 I RAINIAGE SYSTEM CALCULATIONS t I rTl VACANT CUP AREA=2,654 Sq FI I I 2,654 Sq FI X017=451 I 51142 2=10 7 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED I ROVIDE I2)8'DIA x 3 STORM DRAIN POOLS II WOODED WOODED II flAINAGE SYSTEM CALCULATIONS I I RIVEWAY AREA=770 Sq Ft 1 I I 770 Sq Ft X017=131 1162/42 2=3 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED I PROVIDE(2)8'DIA x 3'STORM DRAIN POOLS NOTE SITE TOPOGRAPHY IS FLAT DRIVEWAY TO BE I PITCHED TO DRYWELLS AND TRENCH DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY II I I I v I tlA5„ I x o I �m� gaF LOT III W f II E P -OP POTIC 11 C-LI I EST � HOLE i EL=36' i UJ SEPTIC O I \ LOi/0 II CO SEPTIC I Test Hole �— II'$D�pOq\ I Surveyor I OPKf(� I 11-11-2010 Dark Brown OL Dw 111 LOT 8 Loam 1' I 5 DWELLING Brown PRIVATE WELL Silty ML I PROPOSED Sand 3 5, I ' 1„ 1 STORY FRAME Pale I 1 HOUSE&GARAGE GARAGEFF37° - BrOWn I me FIPSr FF 1A 6' - Fin¢ II O ROOF SLOPE aAou„� ��m TO \70a Coarse SW , \ Fgp Ln -0 Sand WELL in ;1 with ( X p W M ❑ 10% 1 TEM My Q D ❑ L85°- wL�x,ua CONSr UGTIGI On Gravel 17' `N'a EUL CE WELL —I C ❑ �� w G y I [p COMMENTS ' rGAsmL TT sroc 0 fH r0 NO WATER ENCOUNTERED Z] O SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL / 100'FROMSEPTIC pW Z ZTxEdooiw PROP TxaveNE MOR WELL IL ❑ ( MYAIlEp/NIN OANEWAY SILT FENCING S 649'2011�(.•L� 26 70� < r EL=36' -, srtr FEucixc EL=3T o mS86°49'20"W 125.00' OUTIL POLE -1 I SOUTHERN BOULEVARD EL=37' rD EL=36' m r m asphalt roadway m n z o -+ p LOT 12 o LOT 13 DWELLING K V LOT 14 DWELLING WELL&SEPTIC 150'+ VACANT SUBDIVISION MAP&AND WELL LOG FOR LOT 13 SEPTIC SHOW III RED'+DSEPARADWADIS WHICH ALLOWS FOR REDUCED SEPARATION DISTANCES NOTES ____ _W __ -- _ vnyti,apad dfaaflon a addBlan to a ■ MONUMENT FOUND ® raop b .:W7awvofi 2Z a�•daY IELEVATIONSSHOWNREF NGVD19200AIUM , JOHN C. EHLERS LAND SURVEYOR MdaUm New Y*Fk StateEdwatlownL�. LOT VACANT ALL CONSTRUCTION PAOPOS—ED� 91dY aoPrn ttoLn tM alkhd of M4 mak•d•iM an Mpind f Ih•land FLOORFINISHELEVkTIONSNBEVIF _ C) ewnv l ad abdl M oonddeW to be vdkI 6 EAST MAIN STREET NY S.LIC N0.50202 .�orh rea =46,228 Sq Ft �hda-W h da a* M th a=t d2"6 12 Acres RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 rmfi cod.of for lend by the New Yak Si A—ddlon of Lad Sumy— Sorel certification dNfl nn La! APHIC SCALE 1"=40' longislandlandsurveyor.com to me foam fa.nam the and an N•b,*df to •tltl• pm m agaaY and I__til blauwwacom rl.w the aedg—of UN I•ndtly k"Ututian. traafaabr•to adMiand Mtft._" s IY, r D cn� oa�n O o �O �y O � * yrJ Z - GT O Z O ° 0 W m F.❑ m 23 t U W a W It ❑ z Z W m o dd U • 2 F 7 co 3 u S03010'40"E 366.39' w M co Lu F 3 � ^ �8x ty z€ o 1 � m ---------------------------------------- ------------- ----------- - ---- v W R < 5U ❑ aW m S 9 � I � W = I tj W Q ° a N I N Q 0 N soar N I r w U CCV T o> p❑ T� i o. - I �3 a 4 m Z Ir w r n LL >- t < L0 U O C a coQ 2 LL,,..11 XX CD S Q O O 0 LC7 I w 00 N 1 ————— ———— ----------- ---------- ♦! ————————————-- ———— —a ——— ———— O J = 1 v J m z CJ N Q a - J u O O LL O yy �5 O ClJ M II 0 o NO3°10'40"W 373.25' w co IL Lu I J Lq O Lu En N ARCyiT a is W ira. >- r� ❑ to ED Z T 195 3 -10 O F NE m r DAVIS ISZARD ARCHITECT ORAWIN13 NO 152 WEST 25TH STREET - PROPOSED H❑USEDATE' 040717 NEW YORK, N.Y. 10001A 003.00 TELEPHONE 212-268.8511 995 SOUTHERN BLVD SCALE:1/32'=1'-0" EAST MARION, NEW YORK TITLE' PROPOSED SITE PLAN •r L ❑ w F. ED a UNDERSIDE of s1R11cn1RE UNDERSDE of s1RLICNtFE uIIDBRsmE of 51RWTINT� UNDEIt�E OF STRUCTURE =`° UNDERSIDE OF STRUCTURE D -zap F BUILDING PAPER w ACOUSTICAL OR FWE-RATED H:016RfaL SFNN7F fC015DfI15FNAyf H. SEALANT = WOOD RUM WOOD RUNNER COOED RUNNER WOOD RNMER WOOD RUDER QMA I"X 2"CEDAR BOARDS = 510 FFS 615E CMT AND RASVC w -__a'a�e MESH,BE SPECS,TV F SE]UNG S.E]LING CELL SDI]t]G .SEILItlG i �"- SID EFS FF857T CML SIDE SPECS w ___ Z SOUND am"TION BWNOS SEND ATIQRWDN BLANKETSWID ATIFNWMN7 fANI�T SENO ATIENWTION BVNDET a'` SEND ATIEMWnON BIABO'T w (ONLY ON NOTED PARIIILDLS) (ONLY ON NOTED PARTIM)Ell >e°° 5/8-GYP ED,TYP Uox z s/8 GIP BD"TED BOx s/8'Grp ED,Trp UOxW o SnDo1G oc MAX o WOOD sm o it or-IYdL 3�.° W WOOD SND 0 IB'Oa MAX. WOW SND 0 18'OG YAX. 1"X 1"VERRCAL EASTERN I ATrACIED*W oc sro EFS AgFSW> SEE SPECS r 5/8'WATER RESISTANT GYP.ED _ 5 WATER TENANT GYP ED 5 8'WATER RESS M GYP ED. d r AT f✓QTR0016 /8' / .t a p1 LAYER 5/6'TYPE X GYP B0. AT RESIR0016 AT RES1RW76 WOOD STUD 0 18'0 C YAY d 2 BOTH SIDES SOUND ATTENUATION BLA NET q°°y°° RASTO. IX/AINABIE HODSRIM PASrM I5N f 8=10.IESTWG METHODS.ASIY C51& a 3 PIaN 5/8'GYP ED,T7P.U Ox pjAy ELM �y �y ASIY C177 d CD d 40 SFE PARIIIpN TYPE FOR RUM Z IAL WOOD RUINER WOOD RUNNERWOW RUDER J/4"IXIFRIOR - - O GRADE PLYWOOD - CONCRETE WALL N WEATHER RE45TANT MIESR d CAST IN_ 2 615E AS SCHEDULED BASE AS SCFRDUFD BASE AS SCHEDUED s,°.,. OR DFlS GRASS Fff 4 SEE SIRUCT DRYWS FOR 5 DENS GLASS WTD SUBSTRATE r w _ OR DENS AT FIE HOED c DIMENSIONS ❑ Y ACOUSTICAL OR FX-RATED ACOUSTICAL SEALANT ACOUSTICAL SEDANS WOW RUNEHRA y,ee ;ee CONDITIONS WEATHER RESISTANT CONCRETE ER a I'd SEALANT HOOD HUNTER IXTEAgR FACE OF WNGiETE N TOP OF 5148 TOP OF SLAB . TOP OF SIAB 1"X 2"CEDAR BOARDS :;a d BASE _ __ BASE + BASE 9dSE ° o W I r FK AEA 1HQR A0IImBL(110 FOR SMW ❑ AIIBFWmF Z 0 F- 0 O Ix IN. w DIM D W SND SIZE R FARE DIY SNO 517E ipA FNE OIN SND SHE IN. FIRE DIY SND SRE DIY I FII2E I qY CYU SIZE `C�N.DIY RATING / �Y�,1 .��ly MnNC TYPE RATING TYPE 6n8c TYPE RATING TYPE �i L.Lt 1J,t RanNG NTypF 1 J,,L . TYPE _ > 9�sr RESIST WATER IST RRESIST \v' % mRwl wmx ��'sr ovFRAI WOIH OVERALL vnDN j b O ERAL nen 1 e WET LOCATIONS OaERAu vnm 1 "WET LDranoys OVERALL vnmN au xxs WATER RESISTANT WATER RE95TAM WATER RE99MI 5/8• Ej GAS+IDE 417E+ROE OWS+TBE 2 112'5/e' S/8' 5/8' /8' S/8' S/B' S/8' / qY M IIN.NGIEO ON PL d 5/8' S�•5/B• � /8• � [] /4 1 J 5 8 1-HR B 1 7 5/8'SND J 5/8'SND 5 5/B'STUB 5/85 5/8'SND J/8• I, BlC 1 RMST EST E 1 10 J/4. COATER F 1 4 J/4' +3/4' "WET LOCATIRESISTONS a=WET LounaxS Q WOWATER B+�� WATER ONE+RF9STANT ¢ TLE �LWOIATIO.Ns ' 5/8' S/e' Q TILE 5/8' 1 5/8'STUB 5/8' 1 5/8'SND TNjr 1 ' I-HR 7 5/8'SND 5/e' 3 5/8'SND 5/8' FIRE RATING=1HR N WET LOCAnOXS UL R13IM5,11-16-64 DESIGN L514 FIRE RATING=IHR STRIP WOOD FLWRINC WALED > GAB+�ST� B2 C2 TO PLYWOOD SEE FINISH WATER VL 81319-65 11-1&64 DESIGN L514 Q DIM AS INDICATED ON PLAN DIM AS INDICATED ON RAN ROOF AND ROOFING MEMBRANE SCHEDULE W NOi PENETRATE D 10 orvAC LAYER 5/8'On o BATHTUB 14STALATIONS N ACCOMODATE BATH TIE RANGE. a=WET LOCATIONS =WET LOCATIONS PLYW000 SOUND CONTROL UNDERIAYNENT w 5/8' W�+ T� �+RESISTANT ROOFING PAPER ROSIN PAPER ❑ TOE 5/8' S/8' O (2)LAYERS TYPE BIC YE SIDE UP) O (2)LAYERS TYPE B/C(B SIDE UP) I/2'PLYWOOD TOP LAYER I/2'PLYWOOD WITH SOUND /1 5/8• STAGGERS ORR TURNED AT 45 OR 90 DEGREES CONTROL UNDERIAYYEM JOINTS FROM LAYER BELOW SCREW k BELOW IL INCREASE SND SIZE TO NOTES CLUE LAYERS TO EACH OTHER ❑ ACHIEVE DDDINSNN JOINTS INTENTIONALLY NIS-ALIGNED B A2O NAC LAYER 5/e'GWE o BATHM INSTALLATIONS N ACCOMODATE BATH TUE FLANGE L .Zm �AT STAGGERED ROGATIONS,UUSENIN 2-I/2'SND IAN IC OC.0 EACH 90E Of GWHBATT INSWTI N D ANON 3 1%14'W000 I JOISTS 2' �I Q IS W FURRING A�\ OQ` �IUEN �` N r 1/2'GYPSUM BOARDto mac/ 2 ❑ �c ❑ a ul ED i �� O 3 �' 953 % Q T - ❑ I, O F r DAVIS ISZARD ARCHITECT PROPOSED HOUSE DATE. 040717 DRAWING 152 WEST 25TH STREET NEW YORK, N Y 10001 995 SOUTHERN BLVD SCALE, NTS A-01 0.00 TELEO PHNE 212-26E3-B511 EAST MARION, NEW YORK TITLE. PARTITIONS ❑ W F m 2 K a rn F W zxlz wmo f _ wrmms�uwwc � Ia�omra�osW � va. �cnwocsanm�m I n..mxX nssovrt ewaX >—aimei�a awu w ---- am = i € AA�nM mm01,9GIMc } 9t.VIK xl fIE RVfD HOS BOLTS , 4 - x°mmr.rmn xnrtww I cava s¢sF<t rry - BOLTS @ 48°❑C - - ao us ex¢ma•o nra i i ,wmrw.aw I i �n I W - ���� �uecvc..w, aa.nun wnwinn,e E ! F 2x10 HEADER ❑ a Z a "°.a x�mv mw� I vrmaeauixcvac+uce raosi�mEwsww ,( ° rmm�wrtewm If-1Jll �l 3B°ANCHOR w vF BOLTS @ 48°D C Fd - _ —aom�mq s¢so3 'a e sffumw� 2X4 PRESSURE I- .e' a i-zawwucwvmm F°°a ❑ D srhwu vxa TREATED SILL no os scE my�o awc 1' wmmxnox . • � �mm�m 3 zx _ i I°a' so carnal or sa mas � ❑ d 4 Z 3 13 HARDSCAPE CLEARANCES,DECKS, in STAIR DETAIL /1 GRADE CLEARANCE /1 03 WINDOW/DOOR HEAD PORCHES,PATIOS.WALKWAYS.ROOFS.ETC !1 HORIZONTAL LAP VIEW -- 0 w mss N cl ❑ gym° o Z F t 0 nwaoxsrwNm `;�t.,-. un�s�ea�ae nmoxuvee u� d ❑ -IwI;.." cuv.�ma.an°"'6wow"mr'E`i"i+,g 0 °- ❑ vmoowumrm I°.d, a uL.aysrxnsos a 1'�' _ nu�wmewisu i immwnuv vaora um � I I ^ wwrruur�. wwwwr+uuE ,mmmvwiamum awn °° qui�axoo A,m�n wwu,xcnrtn - ,._....,........._,. „.._.--�w_ ______________________ Q I'*w ___ mmwsamw xmomu+a rvomrwaa � =_1;,[SrF wnuvmrm ��wrt sw� cxCNEcgaa U �mm amwa swmi n�uemvE.� z,2rmna�xr, w F_ S it /1 OUTSIDE CORNER /1 DOOR/WINDOW JAMB n WINDOW SILL END BEARING /1 INTERMIDATE BEARING ❑ on v v v NQ N N M1s ¢ wAmn zu m6 spor.sM wmuso I —writ wxm xm sua smc m 4 p amsm�zauiunm ursvnorms ♦'m �rwrxar:.cncmnt _ 44 13suwn BIT DAMPROOFING s j o smo eeavins wau a.KEL muwnsunns 1 c c d d SLOPE S I e nuna<ax OF� 6°DRAIN TILE IN 1 SO FT GRAVEL p N �� uvsmcavwnl�nv—I i = O 4 Z I m°00Prmvm�sul REINFORCING ! �i I-0-,-.19 r 11 BLOCK FILLER 1z BIRDSMOUTH CUT is MAXIMUM ALLOWABLE V-CUT 14 GARAGE DOOR 15 THICKENED SLAB 1e TYP WA a ❑ In z ��' 19 -l0 N ❑ T DAVIS ISZARD ARCHITECT DRAWING NO. 152 WEST 25TH STREET PROPOSED HOUSE DATE: 040717 NEW YORK, NY 10001 TELEPHONE 212-2fiB-8511 995 SOUTHERN BLVD SCALE:NTS A 011 .00 EAST MARION, NEW YORK TITLE. DETAILS a f C O F m_ I K a 50-0• 10'-0•WIDE BUFFER N TOWN RIGHT-0F WAY LANDSCAPING ONLY TYPICALATALL CH] PROPERTY—S ry C/{1 S CA( i '.jyOOT rc MANHOLE DETAIL W casr °j- FDRAGCOVatE r0 GRADE p E „ iy BADRICx MAY BE USED T° PDNFORfED.DOD P9 � C R GP S } � R O A D H N GF R nIET CASs TRAFFIC CRICRElEEARTING — - °C]000 000 W SURFACE EEvaTV TO - pa OF 12 U—ES ,S• PRE-RIONFORCm 1.000 P9 D CQ wren c,mx '� "op p a Oa Z CATCIISBASIN CO—TE J D,.� 000 Do O D. O o = ui,ery°,m ecx STANDARD B PB O E a °o° _ m W016.OC_TM t;.yry 00�°O S 0.1.0 -IN �r'lll t?,r [] O fl.°^�°p• DD 9DO 5 o�� Hionc ecoDlnc °° \\I rM� FRENCH DRAIN DETAIL `•, C V/ = CURB INLET DETAIL .s." 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CHAPTER 236 °`� CHAPTER 236 W IL Al STANDADII STOR1n9ATED DETADS ^�°bM ® STANDADO STOD11t1ATED DETADS AmL M Y ® STANDARD STODMWAfEN DETRD S µ Z Drawing # SW-04 `*" Drawing #: SW-03 Drawing #: SW-06 Q EFFECDVE 9/1]/I] EFFECTIVE 9/1]/13 EFFECIIVE.9/I]/Il AUU— U d•NAT'roc H FLOW _ AL(OW .—BUFFER BHRECHAROEBASIN L3 f� �� GRADE < Town wcxTOF•wnr xo...... s<APwc THonLr NAwMUM DESIGN DEPTH ra W - - i CAvxnon IS AREA I Q TPAReeeuaw s,Ac Pwre°rnax �, —�\ yJ� f Yy TFl }i Y y �' ci 8_Mliy ` MAR.— eeurt°awxe L E F' /may Y /Jy I Q - xBrasG.P SLOPE FACE VERTICAL O� ��� E11f1E'a"° a 2 u N er Q� sauce ROA°SHOULDER AREA A ❑ c H.. ❑ H — e .rx PERSPECTIVE VIEW GRAnE y a� N I I IIII-III KINEE IIII IIII�IDI a VIII D®®®® BEDDING DETAIL TllII�IIII� W uuu 11=U��III— a f�lll mmmD3D3L� ol�oo Illi ou Illi to uu—IIII 11To 1111 1111=11 VATION AT EDGE OF PAVEMENT ELEY SIT ° ®®® 36"MINIMUM 2x2 ^ •' -- EASTIN—ETORENNn 0- ANGLE D 11111= +-. ELEV ANGLE FIRST STAKE TOWARD n ^z FENCE POST C� 0 - O°® °� PREVIOUSLY LAID BALE. y=' 'a ,fel �� mmm®®® I-I ELEv za O }" IIII Ru�IUI Cc— �I WOVEN WIRE FENCE w e oo zw FLOW �V� c �,f� (6x6-10/10 WWF) _ °mm Da ,°n."�.-. Rs.:a v, .... CIO O a = DO I �� FILTER CLOTH 6a 9 +° M.RunPR,n o•4'e a .o r0. 00 M Cy! aIIIII ^r ^� L So DoT; "o°6v c ., N ^ J N EMBED FILTER CLOTH OA40 MIx Mix.• swso.Arem. W W `� BOUND HAY BALES MIN 6"INTO GROUND z 'L5 A--1 PLACED ON CONTOUR v i--1 m nsr`` � O 2 RE-BARS STEEL PICKETS OR NOTE: •"--1 Z Typical Section @ Leaching Pool 2"x 2"STAKES 1 T to 2'IN GROUND MAXIMUM DRAINAGE AREA G DRIVE STAKES FLUSH WITH TOP OF 112 ACRE 1 100 LINEAR FEET Scale.NTS HAY BALES. L wANCHORING DETAIL SECTION DETAIL I �a7L } STRAW BALE DIKE DETAILS SILT FENCE DETAILS Typical Section @ Catch Basin&Shallow Recharge Basin Scale 118—V-0" (u o = ll O r [v R N CHAPTER 236 °ATL ,�Rr, CHAPTER 236 DATDD CHAPTER 236 °° > In ® STANDADO STOBVITED DETADS ADc . STANDARD STUNIATEO DETADS .w ® STANDARD STORNITED DETAILS Z a �� ��r� m Drawing #: SVP-05 Drawing #: SW-02 Drawing #: SW-01 ` w D CFFLCTIVG 9/1]/13 EFFECTIVE 9/17/I3 EFFECTIVE.9/1]/Il ' '9 DAVIS ISZARD ARCHITECTPROPOSED HOUSE DATE: 0407 77 DRAWING NO 152 WEST 25TH STREET NEW YORK, N Y 10001 995 SOUTHERN BLVD 5CALE NTS A 012.00 TELEPHONE 212-268-a511 EAST MARION, NEW YORK TITLE. 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PROPOSED HOUSE DATE. 040717 1 WEST 25TH STREET 1 .0 0 NEE W YORK,, N Y 10001 995 SOUTHERN BLVD SCALE. 1/8"=T-0° _ TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE' CELLAR PLAN ❑ W m ❑ a wp F- W 0 GFl Q WP 2 r ❑ —— — ———— —— —————— z ? ww N _ —_— — __ __ _ ___ _ __ _ _-- ___ ________________ Z ________________ ________---______ ❑ O W \ / F- �/ ❑ GFI x O / \ 2 P T,j•T. 3 E z wp I m A❑ --------- / w i --- W A I N 7 i I II I WP W „ O I I I II F Z _rte _ ❑ I I IL o m /\ I I A A i >- A GFl GFl GFl z / \ f1 ---- i TI I II II i I WP ❑ I — ❑ GFl ` 1 > i O I I ❑ / \ > GA=0GFl iTi K a w N I I ~ GFl m O Z — _—_ _ Q ------------ a I ED ARCyOF \g ��S isZgRo FO 13 a P m Q ❑ z a 0 uld O DAVIS ISZARD ARCHITECT F OF N� DRAWING No. PROPOSED HOUSE DATE: 040717 1 WEST 25TH STREET E-1 01 .00 NEW YORK,, N Y. 1 000 1 995 SOUTHERN BLVD SCALE. 7/8°=7'-0" TELEPHONE 212.268-8511 EAST MARION, NEW YORK TITLE: FIRST FLOOR PLAN v 0 W F- m x a a Ln ci w f x Q x 0 Z _j __---__________—_____------------_ -- ----------------_ Z O LnW x m 0 F- 0 I 3 I z 3 13 _ m ——— Ex- II j W I ❑ I I 7 W I I II o it I a I I I � ❑ IVDFWNADE DOWN I j p j L -J I �I 0 I I II IL l vENr W I _7 I I 3 VENT I Iro CrY u I I I I z --- IL ---- I I I I I W ---- I�---�� r U – ❑ - - ---- N --- ---- N ---- En I I W I I a o! a I ❑ I I N I I I --- --- ��p ARCy� �!--- ---- ---- ------ \g� s \SZA ES w a D Y N 4 O 19 N N� 2 DAVIS ISZARD ARCHITECT DRAWING NO.: PROPOSED HOUSE DATE. 0407.17 152 WEST 25TH STREET NEWYORK, NY 10001 995 SOUTHERN BLVD SCALE 1/8"=1'-0° P-1 01 .00 TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE: FIRST FLOOR PLAN �s ' I 3" w In r— o a u1 EXTERIOR Ej w EXTERIOR KITCHEN KITCHEN SHOWER SINK SINK TOILET SINK W/D TOILET SINK BATH I TOILET SINK SINK SHOWER Q 0000, ❑ Ll N FIRST FLOOR 0 11/2" 111/2" 4° 111/2" 2° 4° 11/2° 11/2° 4" 11/2" 11/2" 11/2" 4° 0 0 x 3 E9 a TOILET SINK SHOWER m o Ln BASEMENT FLOOR lZ 4" 11/2° 1112" CLEANOUT LT0 c FPLUMBING RISER NEW TRAP TO SEPTIC C3 NIS w w Y FIRST FLOOR SWIMMING POOL DISCHARGE PIPE 0 , lz Q ms's w N SKIMMER O ° PUMP w h 61UPPLY R : ❑ `r,q EL TO DRYWELL r- w VALVE J N i e mHEATER � a BA R WEEPING TILE %� � ,_- °:" IS�i FILTERWaSUMP PUMP ❑ Y z SWIMMING POOL SYSTEM SUMP PUMP c 0 N.T.S N.T.S "� F N_ 2 F— DAVIS ISZARD ARCHITECT DRAWING NO.. 152 WEST 25TH STREET PROPOSED HOUSE DATE: 040717 NEW YORK, N Y. 10001 995 SOUTHERN BLVD SCALE 1/4"=1'-0" TELEPHONE 212-268-851 1P-200.00 EAST MARION, NEW YORK TITLE. 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