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HomeMy WebLinkAbout41226-Z p�'Q �Rflj�dpG;' Town of Southold 1/9/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39433 Date: 1/9/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 650 Blue Marlin Dr, Greenport SCTM#: 473889 Sec/Block/Lot: 57.4-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2016 pursuant to which Building Permit No. 41226 dated -12/14/2016 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: additions and alterations to an existing one family dwelling as applied for. The certificate is issued to Bondarchuk,Edward of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41226 12/19/2017 PLUMBERS CERTIFICATION DATED 12/8/2017 &rad Piecuc h ed Signature �gu -P4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �. • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41226 Date: 12/14/2016 Permission is hereby granted to: Bondarchuk, Edward 650 Blue Marlin Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 650 Blue Marlin Dr, Greenport SCTM # 473889 Sec/Block/Lot# 57.-1-28 Pursuant to application dated 10/28/2016 and approved by the Building Inspector. To expire on 6/15/2018. ' Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $861.20 CO -ADDITION TO DWELLING $50.00 Total: $911.20 r ui ding I pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HfALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY fi This application must be filled in by typewriter or ink and submitted to the Building Department with the following: h A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains les's 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 9,195')non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C.•Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 6,57D 6L VL MAVI '110 1)1?-` S D 01 R OGO House No. Street Hamlet Owner or Owners of Property: , / " Suffolk County Tax Map No 1000,Section 5 7 Block 0( --Lot 2 6 Subdivision '- 2 _�o 0 1- C1�� Filed Map.3 f3 E3 Lot: 7 Permit No._ 20\ _Date of Permit. Applicant: C-0 V44-f-0 Bf�►�'p�1'R-r' v�' Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: •Temporary Certificate ' Final Certificate: (check one) Fee Submitted:$ �l 1` Applicdnt Signature pF SOU��®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(�-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bondarchuk Address: 650 Blue Marlin Drive city.Greenport st: New York zip: 11944 Building Permit#: 41226 Section: 57 Block: 1 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Laurel Lighting License No: 4718-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 71 Ceiling Fixtures 29 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 9 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 44 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 72 Twist Lock Exit Fixtures �] TVSS Other Equipment: 6- Paddle Fans, 5- Bath Fans, Hydro Massage Tub, Bath Steam Unit, 2- Combination Smoke/CO Detectors, 12- ARC Fault Circuit Breakers, Notes 2- GFCI Circuit Breakers, 2- Combination GFCI/ARC Fault Circuit Breakers. Inspector Signature: Date: December 19, 2017 0-Cert Electrical Compliance Form.xls soU�ffo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn �c Fax(631)765-9502 P.O.Box 1179 O Southold,NY 11971-0959 O �y�4UNT'(,t1 BUILDING DEPARTMENT D TOWN OF SOUTHOLD D DEC - 82017 FU•DING DEPT, TOWN OF so TTHOLD CERTIFICATION Date:_ 1 Z 1,9117 Building Permit No. y)7,Z(� Owner: EA 80njarc�v _ (Please,print) Plumber: 6raA k e cvc.4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Ilk (Plumbers Signature) Sworn to before me this _ day of 1 ] Z , 207 jAarj4 Notary Public, p County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a a0F SO!/ly o�a H O i TOWN OF SOUTHOLD _BUILDING DEPT. 765-1602 INSPECTION ' ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ 0UNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: Ki -le, TO V o�� .V\ Q ve� DATE yb INSPECTOR OF SOUlyo H O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [{/] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: DATE 6P yV1-')- INSPECTOR mom a0E so cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMKS:71 K on V, 7jbf 3 u r w. mvmwt' a A v nStAt o Asaviye& e ' k DATE INSPECTOR pF SOUT,yolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR��r - SOUlyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] JNSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 "� () cl- S DATE INSPECTOR SO195 UTyolo • �o TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: rl DATE INSPECTOR r w o., Inc. Delfino Insulation C 317 Burman Blvd,Calverton, NY 11933 CERTIFICATE OF INSULATION JOB INFO: Peter Torkelsen &Company DATE OF INSTALLATION: 06/14/17 656 Blue Marlin Way Southold, NY 11971 CEILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑� OPEN CELL FOAM 7.5° R-26.25 ❑ OPEN CELL FOAM ❑� CLOSED CELL FOAM 411 R-28 ❑- CLOSED CELL FOAM 2:00 R-13 ❑ FIBERGLASS Q FIBERGLASS 3.5° R-13 ❑ CELLULOSE ❑ CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑✓ CLOSED CELL FOAM 3.5° R-23 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 9.5° R-30 ❑ CELLULOSE ❑ CELLULOSE ❑ FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner, and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE JUL 2'4 2.017 ,a TOW-NI UF O'Z 011a"LD 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 650 Blue Marlin Drive, Ot X19 1�';; >s �_ Test Date 12/13/2017 Building Permit#: 41226 N y pliance Pathway Performance Test Completed by: Chris Silvia JAN 2 2018 RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street _',.:, °- '"' `.'s ICC 1D# Huntington,NY-11743 TO-WN OF SOUMOLD BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space -- 15t 1972 19720 ❑Q Sealed Attic - 2nd 1650 12880 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 7400 area includes areas where the ceiling height is less than 5 Total Volume '---40000---1 ft' CFM @50 pa 1960 Air changes/hr@50 pa 2.94 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 1972 Leakage CFM @ 25pa 75 CFM/100 ftz CFA 3.80 Code Compliance: Pass System-2: Within Condition Space Duct Location Condition Space •------------------------- Floor Area 1650 Leakage CFM @ 25paCFM/100 ftz CFA Code Compliance: System-2: Within Condition Space Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: 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: ('Z hris Silvia,Home Energy Solutions o NMI Nag YiY CERTIFICATE State:N Y zo �?1 R C pmwipiw U C Fmz**8114 C Ptarfor n Q �c ER# C index: g C&V A Ora Aue: Wood Frame Wal Ror 4 vakw- Mass Wag R or f�vake: Floor R or U-value: _,_ u Basement Wall R-value: N IA o Slab R•value: VjA Dei,: CnW Space R-value: N i; u Fenestration U-Factor: SHGC:' E SkAht U-Factor: N j� Quos Outside of Themes!Envelope R-value:Suppfy R-8 Other R-6 C B&g Envelope Air Leakage:a , - .___� Ar D, Duct System �� Per Ho, YstemAirLeakage: 3. CFM per 10()ft2 C � Rough In Testing: Ip Post Cor:stnKtion Testing: g System Ef 6ftvy `�AU/C, £ C,00Gng gym,Ef£�cierscy; l3`�'�r t�gee.� o c_ v Watef Keating E{6acn,yy c Gas Fred Unvented c 0 Room Heater Elecxric�urr�,�: C v B's'bl,ld Electric Heat Gonsc mate a�d T rtra�Code�d�2015 tntema'onal EnerW o ?Q15 rnte � Ccrbbcaic be final ResidsnbaJ Coon t` shsaB pO�d °f in to ek-'OX.-!drsbibubo, v o r'! r �1'4 I 1 � 1 1 • ' • ' • 1 FOUNDATION(IST) . - FOUNDATION (2ND) s Q ' z �r��:ffA INSULATIONROUGH FRAMING'& PLUMBING f ENERGYSTATE • 1 WALIMNE,A, ADDITIONAL COMMENTS NOW KA a; 'sem - r A i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 4/ Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined h4 ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: 1' Expiration 120 ® ������ 1 m nspector ICATION FOR BUILDING PERMIT OCT 282016 Date /o�Z 0 , 20 /0 BUMDING DEPT. INSTRUCTIONS a. ThisTR aINFORVAP pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six rnonths.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I$r 'J' (Signature f applicant or name,if a corporation) (Mailing address of applicant) rL 3,30 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises EDWARD ��- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Cos LV L 1 14 P V500�-I c��.T� House Number Street (Hamlet _ County Tax Map No. 1000 Section S 7 Block 1 Lot Subdivision 29 —1 q 43 Filed Map No. 3953 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 11 4 P-Of t 06,T& & b. Intended use and occupancy. I tJ&L15 Fj�-M)V1 r2e5'i D(5-4CC' f 3. Nature of work(check which applicable):New Building Addition Alterati6n Repair Removal Demolition Other Work (Description) 4. Estimated Cost 11 16 0 Fee (To be paid on'filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor j If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t4 A- 7. Dimension of pxistiQg structures, if any: Front Co'7 Rear Co 7,8 Depth Height' 1 _®' Number of Stories Dimensions of same structure with alterations or pdditigns: Front G7 Rear rod ,g Depth Height 2-CU Number of Stories 2. re new((co� ito�0ont C Rear 'I Depth 8. Dimensions of ent Height Number Number of Stories 101 9. Size of lot: Front 1 O O Rear_-__—L9 9 O Depth 2 4 3 ,34 10. Date of Purchase & Of Name of Former Owner I-S17M 0P LQ Q L f pitl!AV A/AJ1 11. Zone or use district in which premises are situated —40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—v�, 13. Will lot be re-graded? YES NO.,>" Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Anni b KtAf Address Phone No. Name of Architect Donttc�-tP A-L8F--iLr-P Address imo J P one No D6,FF3--127K Name of Contractor Address one 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 v' (gv�� P�'t To l X77) * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOAr * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) f p,(IVA-rLD J , PvMOtg-CH Lt being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ®LLI� �/&PCACAW7 ( ontractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his,knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 1 a 3 day of } RN Sign ture of Applicant !3!to01 State of New York 06317038 'Cbafified in Suffolk County Commission Expires Dec.22,2019 "Sul+� Scott A. Russell SUPERVISOR 0 MANA\G IEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 T wn oSouthold f 53095 Main Road-SOUTHOLD,NELV'YOI2K 119716 C}` CH", TER236 - :tSTOR1VIWA.TER lYIANA DEME `VY HEET DEC o 1 ZU16 (TO BE COMPLETED BY THE'APPLICANT) 6 + DOES THIS PROJECT INVOLVE ANY oF tI3E i (CHE[K All.THAT APPLY) Yes Alo- . [ 'A Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet bf ground surface: (%JIB::Excavation or filling involving morethan 200 cubic yard's of material I: within any,part o an el r t conti uous area. t y g jC. Site preparation on slopes which:exceed 10 feet vertical rise to; i 100 feet of horizontal distance. "El MD.:Site preparation within 100 feet of,wetlands,;beach, bluff or coastal erosion hazard area. flo? ° pywy'' .6'*y �E. Sitepreparation within the one-hundred-year floodplain as depicted on-FIRM Map of any watercourse. d F. Installation of new or resurfaced impervious surfaces of 1,000 square- feet or more, unless prior approval of a Storrhwater-Management Control Plan was received by the Town and the proposal includes' in-kind replacement ofyimpervious surfaces. ------------ If you answered NO to all of the questions above, STOP! ,Complete tlie�Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number!I Chapter 236 does not apply to your project. If you answered YES to one or more of the above, pease submit Two copies of a Stormwater Management Control Plan,. anda completed Cbeck list Form to the Building Department wjiE your Auilding Permit Application. APP].)CANT: {Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 h 7 ®1Dsirkt 2 II NAME_ �' tf/�p J ' �3 c�lvl�A-1r2 C'Hy� Se aton -Block Lot /y �( FOR B1:11_DJ.NG DEPA TN11:N`r LSI. t7 IL't CUOMO Infornutiort /7 0 2' 7 r 2,3— y49, Reviewed By:_ Date —� Prot)erty Address/ Location of Con__<ilruct ton Nark: App )i hg- — ❑ Slor.m ed for amEe Tiening B ildirigoj-.irol Permit. h_-_'_ Slor:nwater Mona�emenl Coi;trol Plan Not Required. Stoi mwaler Mariagernerit Conirol Plan a Required (Forward To Engineering Depar:rier.i for Review) TORN) ' SMC P -TOS N•AY 2011 ,%PPLICANT. S,C.T.M.•: 1000 ,yr CHAPTER Z36 Wrn�vr O"et,Design Proles4on Jl.Agenr,LonRicrar,olherl ,, —- Q5-•"4{( . 57 / �Z 8 � Stormwater Management Control Pian CHECK LIST PJ A P lam Station stock Lot z S M C P -Plan Requirements Provide ONE copy of the Building Permit Applical ion. Date; * The applicant must provide a Complete Explanation and/or Reason for not providing S-0 a/-11C—M"i4lV / all Information that has beet'Required by the following Checklistl �. S:;e Plan drawn to scalc Not Less;hat 60'to the Inch MUST � NA 1f You ans�vered No or NA to any Item,Please Provide Justcation Were! ,hokv all of The f ollo%l ing iterns: If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b Total Site Acreage. Existing -Natural& e ian Made Features within 500 LF, € of the Site Boundary as required by 9236-17(Cr2). d. -rrst Kole Data Indicating Soil Characterlstics&Depth to Ground Water. $ G yr r�N �� ®�� Xf 1-4-- e Limits of Clearing-& Area of Pro psetd l.;and'Disturbance. l u yisting &Proposed Contours of the Site Minimum ZIntervats) g .rtcation of all existing& proposed structures,roads, driveways,sidevaalks,drainake improvements&utilities. 1-e Spot Grz es& Finish Floor Elevations fora existing& 1 pro used structures. l acatlon of proposed Swimmind Ppgl 4nd dtsch;krgq ring. l Location of propqAed Soil tock-pile Are4W. _ k LucaIion or proposed CoostrUctlon Entraocg8taging Area's). I Locat ion of proposed concrete washout area(s). m Locanoo of all proposed erosion&sediment control measures. �r`,:,'1csi�itil 2 Storinwaier Management Control Plan must include Calculations showing - ; rIL btxt ttOt t? Ifrt it at the siormwater improvements are sized to capture,store,and infiltrate onstructlon tt on-sale the run-orr from all impervious surfaces generated by a two I21 Inch IIIZatlon 1 rantlail/storm event. a '- ` ited silt, ts. f exp ;. Details&Sectional Drawings for stormwater practices are required for approval. Se Ging o Items requiring details shall include but not be limited to: t£?NSARE FtEQWRED 4 111,11 :1,5116(1 a Erosion& Sediment Controls. i lee M b Construction Entrance &Site Access. ! c Iniet Drainage Structures (e.g.catch basins,trench drains,etc.) d Leaching Struciures(al infiltration basins.swalas,etc.) that the rainage a --•• .. _.._._.��:.��.:r.^ _�._.._..__.�_......_... moi^_ ....;... . Ei'Alt;-� I-NT USE ONLY °"" 1 ! Additioftai Information is Required. ke�te•:ed ? i Stormwater Management Control Plan is Not Complete. El Approved Fly _Stormwater Management Control Plan is Complete, 1 SMCP has been approved by the Engineering Department. Date ` l FORM " SWC? ck List-TOS MAY 2014 ao��p�S(j�jlyD Town Hall Annex !� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G ro endchertupwil Southold,N1`11971-0959Qe a0Fwnp- JUN - 8 2017 BUILDING DEPAR'T'MENT TOWN OF SOUTHOLD BUMDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TOWN OFSOMOLD FName: QUESTED BY: _ . - or Date: mpany Name: L2 o� License No.: Address: 7 AlWa Phone No.: . -I &-51 JOBSITE INFORMATION: (*Indicates required information) *Name: *Cross Street: *Phone No.: ! Permit No.: -R L4 I Z - Tax-Map District: 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF,WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: NO Rough in Final *Do-you need a Temp Certificate: YES Temp Information Of needed) *Service Size: 4 Phase Whase 100 450 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION n A -824Request for Inspection Form Q Z�� y�gUFf01,��0 Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 " P.O. Box 1179 y = Southold, NY 11971-0959 o! �a BUILDING DEPARTMENT NOTICE OF UTILIZATION OF'TRUSS TYPE CONSTRUCTION: PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: L5o Location of Propert Td 07l-f®C f Please take notice that the (check applicable line): New residential structure Addition to existing residential structure r- Rehabilitation to an existing residential structure to be constructed or.performed at the subject property,reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): �•-,, Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 1,9 61`0� Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 • r � �) � � f n«•rt Ilall" 5.11145 t+la�� T. TERRY ! � , P O" flux 1174 r fi O WiV CLERK ;� �1- ,_' �= Snuilutlrl" Nc�• 1 urk 1 1 IG15fRnR OF V1TA1.STAT1511C5 ,y ;.Pb Fo). (S I(t) 765•IR� MARRIAGFOFFICI'R Tcic(tlurnc (51(r) 7(t C. RECORI)S MN')AGEMENT OITICEII . .1 FREEDOM OF INFORM 'nON OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: I RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations ja of, the Code of the Town of Southold: "Floodplain Development. Permit application" '(FDP(93) ] , and ;'Certificate of Compliance fySr Development in Special Flood Hazard Area (C/C(93)) . ------------ - - - ---------- -- - -- --------- ---------------------------------------- -- - --------- ----- -- ' it • 6:��i. Ger!" TOV%';! OF SOW- 10LD /Jeudith T. Terry Southold Town Clerk August- 25, 1993 Y r7 APPLICATION PAGE I of 4 TOWN OF SOUTHOL.D TLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sitrn)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made bcrein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issucd. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make rr-asonablc inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND N ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE), DATE r SECTION 2: PROPOSED DEVELOP-t�YENT .�c comnlctcd by APPLICAfr'T1 NAME ADDRESS TELEPHONE AP P LI CANT ENGINEER PROJECT LOCATION: To avoid delay in procxuing the application, please provide cnou6 information to easily idcatify the project location. Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known I.a�dmalk A skctcb attached to this appbcation showing the project location would be helpful. BLUE MA-P-,L( 0 ,J)A,- r® 01L-0- FDP(93) APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure esidential (1-4 Family) Addition 0 Residential (More than 4 Family) 11 Alteration ❑ Non-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use- (Residential & Commercial) ❑ DemdGtioo' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home/Park?- ❑ Yes) ESTIMATED COST OF PROJECT / S / 0/, Pow B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fdj ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) D Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) �J ❑ Roafl, Street or Bridge Construction j ❑ Svision (New or Expansion) ❑ In dual Water or Scwcr Systcoi J G-Other (Please Specify) Aftcr completing SECTION 2, APPLICANT should submit form to Local'Administrator for revicw- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposcd dcvclopmcnt is located o❑ FIRM Panel No. , Dated The Proposed Development: ❑ Is EQ-1 located in a Special Flood Hazard Arca (Notify the appficant that the applicadou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone dczignation is 100-Year flood elevation at the silt is: Ft. NGVD (MSL) O Uoavailablc ❑ The proposcd dcvclopmcnt is located to a floodway. FBFM Pancl No Datcd O Scc Sccuon 4 for additional iostrucuoos SIGNED DATE : APPLICATION # PAGE 7 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCALADMTNIS-IRATOR) The applicant must submit the documents checked below before the application can be processed. ❑ A site plan showing the location of all cxisli.og structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and spccificatioru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). - O Floodproofng protection level (non-residential only) Vt:NGVD (MSL). For foodproofed structures�ippOcant must attach certification from r!.,gistered engineer or - architect. ; ❑ Certification from a'registered engineer that the proposed activ4 in a regulatoryIloodway will no( result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding-must also be submitted. ❑ Other. SECTIQN 5 PERMIT DETERMINATION (To be completed by LOLAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is check-cd, (bc Local Administrator may issue a Development Pcrmi( upon paymen( of designated fcc If BOX B is checkcd, the Local Administrator will provide a written summary of defieienacs. Applicant may revise and resubmtt an application to the Local Administrator or may request a bearing from (be Board of Appeals , • APPLICATION w PAGE 4OF4 APPEA1S: Appealed to Board of Appeals? O Yrs ❑ No Hearing date: Appeals --- Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comi2lianee is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a cer6ficadon to this application). Complete 1 or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor,including basement(in Coastat Hitch Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT' Any work performed prior to submittal,of the above information is at the riskpf the AppVcant. SECTION 7• COMPLUNCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to _________ __cnsura_compliance-Ydth_the_communit)rs_IocaJJaw_f_or flood damagc_prcvention- INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES O NO ,SECTION 8• CERTIFICATE OF COMPLIANCECEo be completed by LQCAL ADMiNISTRATQR) Certificate of Compgancc issued: DATE: BY: p Attachment B % BAMP,£,E f CERTIF CATE %7F COMPLIANCE for Development in a Special Flood Hazard Area , TOWN OF SOUTHOLD CERTIFICATE OF CO MP LIAN E FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (QAAgsMxz M11ST RETAIN THIS CERTIFICATE PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING O EXISTING BUILDING Cl VACANT LAND ' - THE" LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: — — A.---Coop-MANCE-IS-HEREBY.CERTIMED WITH THE REQUIREMENTS OF y �` LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLLkNCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93 ) r ELIZABETH A.NEVILLE,MMC ��® �� Town Hall,53095 Main Road TOWN CLERK - P.O.Box 1179 co C4 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ® Fax(631)765-6145 MARRIAGE OFFICER ��- ®�' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK D [ECEIVIE • TOWN OF SOUTHOL•D D JUL 21 2016 TO: Southold Town Building Department FROM: Carol Hydell, Southold Town Clerk's Office - SOD � TOWNOWN O®F F 3®Ul'H®I.D DATED: July 20,2016 Transmitted herewith is a copy of application No. 4408 for a Cesspool/Septic Tank ALTERATION Permit submitted by: Latham Sand& Gravel for Edward Bondarchuk Please review the application and location map and advise if the project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. Thank you * * A I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Maintain required setbacks from adjacent well's,buildings,property lines and water Bodies. EXCAVATION INSPECTION REQUIRED. _ C Signature 0 7 �� Dated .< - � '• Vii/ •OF PPN�ENj / yam/ • °• ., .�� OSE . � .s / :.: uL 5 µN Ln NO pkg, j 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1S EXISTING ELEVATIONS ARE SHOWN THUS:1 NO p,3S 1 F.FL.- FIR%FLOOR f le 0 TB- Toga of DUFLOWiaa-M fLDj CO ,u uy, a asI 2. FLOOD ZONE INFORMATION TAKEN FROM: Z j � N� �I l �i� \ FLOOD INSURANCE RATE MAP No. 36103C01: ao e: 7 3 .� (� ZONE VE: COASTAL FLOOD WITH VELOCITY HAIR int 9 -� t' BASE FLOOD ELEVATIONS DETERMINEI j I a. y ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FL _ > ` THAh 1J SQUARE MILE; AND AREASAVERAGE DEPTH OF LESPROTEC Ln ZONE X: AREAS DETERMINED TO BE OUTSIDE T � _ S y qaa°< < oy V ''�©/1f # ORCN �PH�N •® ` X � 2g 4 3 �pNC SUF NZCfE °' 11l r G.FI- � 17•`� �� � c� � G �OaE�l SOUTH C 0cf.c\ FILE No. 3853 A o wpp°°, SIT 3' `- ARSH NCE ZQ�E X/�3w TOWN � �o�� SUFFOLK C( OZ S.C. TAX N( SC ri 070701n-6c)6- r) - T'rJm 1 N nq K JANUARY 3, M� BU�NF� N\GN�IPt 9 ��-�y,� ,P- FEBRUARY 10, 2016 ADI 1.0 w°ov N�0 c BU 1 Q0 ®1 j AREA = '(TO BULKHEAD A7 OOL3 Ls CERTIFIED T0: i,3- 2edv?Y 4'd P cae-;s-()cnkS EDWARD J. BOND �� t^ot\ MOMWEALTH Ei TI.ARETH A.NEV XZ � G�j. Town Hall,53095 Main Road TOWN CLERK p P.O.Bos 1179 4 Z Southold,New York 11971 REGHSTRAR OF VITAL STATISTICS W- MARIi3AGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER ��►�l �aTelephone(681)765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 or Non-Residential @$25 Application No.4�y Permit No. Applicant Name �,T bt7. a). bChJ�;� Ltq Applicant Mailing Address -,Iwo _'Pox 6 C9 Septic Tankor Cesspool Brief Description of Proposed Construction or Alteration-7 1) /OO 0 j ,�� ►r +rte o Location of Proposed Construction/Alteration: �_ ; Owner of Property: C( a 1 --� Q�X�a�- d k- Owner Mailing Address: 650 7310-0 fir)l r') .1/� s/� Owner Property Address: 45c) -Blyo n-�Rr h nll l ahold t-��4 Name and phone number of contact person Tax Map No: /000 Section �2 Block 0- Lot Cross Street�bA cffo ZD-Ila NOTE: LOCATION'MAP MUST BE SUBMTTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEFeof HE P TMENT APPROVAL Si spplicant Date - Deceived by: -o 4 ` ®�tlFFOt ® ELIZABETH Al3�ILLE,MMC �® �y Town Hall,53095 Main Road TOWN CLERK ® P.O. Box 1179 C Southold.New York 11971 REGISTRAR OF VITAL STATISTICS ® Fax(631)765-6145 MARRIAGE OFFICER ,,� '�' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®,j FREEDOM OF INFORMATION OFFICER wwwsoutholdtownny.�ov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD 1* SCLRHCLD VASTEVATER CI SPOSAL PERM T CPERATI CN PERM T SEPTI C TANK or CESSPOCL Cper at i on Per rd t W. 4495-R Resi dent i al X Wn-Resi dent i al Fee $ 10. 00 (%w Exi st i ng X Nbne Cf Dinner Eft J. BCND RCHUK - ---------------------------- Wi I i ng Address 1 650 BLUE WARLI N DPo VE ------------------------------ Nbi I i ng Address 2 ------------------------------ Ci t y St Z1 p SCUfHCLD W 11971-0000 -------------------- -- ---------- Property Address 1 650 BLUE MaRLI N OR VE ------------------------------ Property -----------------------------Property Address 2 ------- ---------------------- C) t y St Zi p SCLJrHCLD W 11971-0000 -------------------- -- ---------- Ohner Telephone Kb- 000-000-0000 Tax Mp Nb. sect i on 57. 00 block 1 1 of 28. 000 ------ --- ------ Or oss St r eet ALBACCRE DR W ------------------------------ Issue -----------------------------Issue Date: 8/30116 8 i zabet h A lbvi I I e -------- Sout hol d Town CI erk Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 (631) 852-5700 or HealthWWM@suffolkcountyny.gov Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Fa` -illy Residence A. Property Information 1) Address of Residence: Street 650 Blue Marlin Drive Hamlet Southold Zip11971 2) Tax Map Number. District 1 000 Section 57 Block 01 Lot(s) 28 3) Owner's Name Edward J. Bondarchulli Phone702 -423-8625 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) House renovation to 4 bedrooms B. Sanitary System Evaluation: **Sanitary System(s) must be pumped out and physically examined by the certifying design professional. 1) Type of Water Supply: ❑X Public Water ❑ Private Well-Provide copy of water analysis dated within one calendar year 2) Date of sanitary system pumping 8-23-1 6 total gallons removed 15 0 0 3) Materials of construction of sanitary system ® Precast ❑ Block* *NOTE: Block pools are no longer accepted—sanitary system must be replaced 4) Size of Sanitary components*: Septic tank 15 0 0 gallons 81 diameter, or dimensions if rectangular 51 effective depth Leaching Pools 8 ' diameter 2 ' effective depth 6 total number of pools *NOTE: Sanitary components must meet current standards for proposed use or upgrading will be required. 5) Overall condition of sanitary components_ ® acceptable ❑ unacceptable (waste lines, drop tees, baffle walls, covers,septic tank, leaching pools) l Certification:The results and recommendations found in this report are based upon nay evaluation and inspection of the above referenced property and pumped out sanitary system: Name of Archite En ineer John D License Number p�g0 7 7 4-iR Signature - Date 10/18/16 Phone6'11 -�65-2 3 82 Mailing Address: 2605 North Bavview Ext Hamlet Southold State NY Zip 11971 WWM-072(Rev.08106) Pago t o£2 s C. Recommendations And Results (Check applicable items): 1. Sewage System a. x System(s) functioned properly at time of inspection and is adequate for the proposed use_ b_ System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other I 2. dater Supply a. x Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year)_ b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: AFFIX DESIGN PROFESSIONAL'S SEAL HERE Disclaimer: This inspection report indicates the present conditlon V�la rivets on-site subsurface sewage disposal system and water supply basest on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. W W M-072(Rev.08(06) Page 2 of 2 " a CONSENT TO INSPECTION �--OW I D J, 8oNQ)kXCH 0L the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is){are)the owner(s)of the remises in the Town of Southold,located at 650 PING M"L-W PR cfO u-rHOL-(D , which is shown and designated on the Suffo c County Tax Map as District 1000, Section s- ,Block 0( , Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building fnspoctor's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: pc'I�(�JEIL 23 ZO(6 gax 2 (S ignature) Jcr 34/x-0 -Io,JA j"0 C IJP (Print Name) (Signature) (Print Name) JOHN D. HOCKER, KE 2605 North Bayview Ext. Southold, NY 11971 (631) 765-2382 November 17,2016 Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: 650 Blue Marlin Drive, Southold Dear Sir: This is to certify that the new sanitary system installed at 650 Blue Marlin Drive Southold, under Town of Southold Permit #4495-R, has been installed in compliance with Suffolk County Health Department requirements and is adequate to support a four bedroom house. Thank you. Very truly yours, OF NEF�go C3 John D. Rocker, P.E IT 1 A note from... Edward Bondawbuk :Z� e/e ce. Fky/� L � $ 0/ A c� Q-LL . %"9-3 b(9-5 &ER 4---L DONALD ALBERTO,Architect, AIA October 28,2016 Amanda Nunemaker,Plan Examiner Building Department Town of Southold Town Hall,Box 1179 Southold, N.Y. 11971 - RE: Second Floor Addition/Alteration 650 Blue Marlin Drive,Southold,N.Y. Dear Ms.Nunemaker: Attached is an application package for a second floor addition and interior alteration to the residence at 650 Blue Marlin Drive,Southold,N.Y.You were helpful earlier this year with explaining zoning code and flood zone issues for this project. Zoning:,The second floor addition has been setback to comply with side yard setbacks,and the rear of the addition will be 75 feet from the bulkhead. Septic System:The Owner recently upgraded the Septic System with a permit from the Town of Southold to accommodate the four bedrooms of the proposed design.(Attached is a copy of the approval) Flood Zone:The attached survey locates the house in an"x"zone. There is a VE(El l 1)zone line that passes through the deck in the rear of the property.Enclosed are photos and a copy of the deck plans that were approved by the Town.These show that the deck is completely independent of the house,and the VE zone therefore does not apply to the house. Please advise if there are any other items that are required to complete the review process. Thank you for the assistance with this application Since , ld erto rchitect,AIA r O 68 Highland Avenue • Port Washington, New York 11050 • (516)883-1294 • Fax. (516)883-1338 I I I I If 1 I iIf • I 1 _ f I i I I i - i I I 1 i I 1 _ I f - I DONALD ALBERTO,Architect, AIA October 28,2016 2. 1. 1 �' . U Amanda Nunemaker,Plan Examiner V 1 2016 Building Department Town of Southold BLUDING DEPT Town Hall,Box 1179 TOWN OF SO • Southold, N.Y. 11971 UT�OLD RE: Second Floor Addition/Alteration 650 Blue Marlin Drive, Southold,N.Y. Dear Ms.Nunemaker: Attached is an application package for a second floor addition and interior alteration to the residence at 650 Blue Marlin Drive,Southold,N.Y.You were helpful earlier this year with explaining zoning code and flood zone issues for this project. Zoning: The second floor addition has been setback to comply with side yard setbacks,and the rear of the addition will be 75 feet from the bulkhead. Septic System:The Owner recently upgraded the Septic System with a permit from the Town of Southold to accommodate the four bedrooms of the proposed design. (Attached is a copy of the approval) Flood Zone:The attached survey locates the house in an`Y"zone. There is a VE(El 11)zone line that passes through the deck in the rear of the property.Enclosed are photos and a co y of the deck plans that were approved by the Towiaohese show that the deck is completely independent of the house,and the VE zone Please not apply to the house. Please advise if there are any other items that are required to complete the review process. Thank you for the assistance with this application Since , 7-J X- MCG 44 68 Highland Avenue • Port Washington, New York 11050 • (516)883-1294 • Fax: (516)883-1338 N R-1 DONALD ALBERTO,Architect, AIA D RQ I- Ma NOV 2 8 201,0 0 November 25,2016 BBQ NORM Amanda Nunemaker,Plan Examiner 'OWN®F B® ®IA Building Department Town of Southold Town Hall,Box 1179 Southold, N.Y. 11971 RE: Second Floor Addition/Alteration 650 Blue Marlin Drive,Southold,N.Y. Dear Ms.Nunemaker: I am submitting the following in response to your initial review for the above reference permit application: 1. Signed CO application 2. 2 copies of revised Site Plan(page SP-001)updated to show stormwater retention and other site stormwater management issues,along with a revised completed Stormwater Management Work Sheet. 3. Copy of letter from Engineer who reviewed the installation of the Sanitary System which confirms that the system has been installed in compliance with Suffolk County Health Department requirements and is adequate for 4 bedrooms. 4. Updated plans which show: A. Note that all work to comply with 2015 IRC with 2016 NYS Supplement Code.(SP-001) B. Wind Speed shown at 130 mph(see chart on SP-001) C. Ground snow load shown at 20 psf(see chart on SP-001) D. New chart for wind borne debris protection(added to SP-001,removed from G001) E. Studs shown,page A-102 and A-300A(note is bubbled) Please advise if there are any other items that are required to complete the review process. Thank you for the assistance with this application (ValArchitect,AIA 68 Highland Avenue • Port Washington, New York 11050 • (516)883-1294 • Fax: (516)883-1338 ARCHITECTURAL COMMUNICATIONS ��44�Q OCA 4 0 ,e a��044Q� 68 Highland Avenue POK WASHINGTON, NY 11050 C c p® q ry A DATE 3—L '`_ ,l n JOB NO (516) 883-1294 ATTEN ON `�/ /) / TO /5 U/L11011\I6 /0 e5ip r RE WE ARE SENDING YOU Attached ❑ Under separate cover viae— the following items: ❑ Shop drawings prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 MAR 2 8 2017 BUILDINGDEPT- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS /r f'L lZ �i°Li¢CC /°�/a�- AW civ/� 1J Mee'6 4-10/ L IZY NC— 69 a cyAIIlo69 //ys114-C70A/ UI/A4-0,9W ea W - 7L ! COPY TO SIGNED: Of enclosures are not as noted,kindly notify us at once. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COU December December 18, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Edward Bondarchuk 650 Blue Marlin Dr Southold NY 11971 A n TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificat of Occupancy:16,D, Note: Also need ACH50, Duct Blaster Results and Energy Efficie Certi ation Ap lication for Certificate of Occupancy. nclosed) lectrical Underwriters Certificate. A fee of$50.00. , Final Health Department Approv I. PQ Plumbers Solder Certificate. (All permit involving plumbin after 4/1/84) ro Trustees Certificate of Compliance. (row Trustees#7 -1892) Final Planning Board Approval. (Planning# 5-193 ) "" Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41226 —Add/Alt n� j r r i y i t.r 49 M 1 ) `+ G -lowl MR , " q 1, P fic 1.• Y : a _ wr\ mf a r N xj t R. rF � � 650 Blue Marlin Drive - Before Deck and Hot Tub Asphalt Roof over Driveway Cone.Porch Concrete 01 28.41 t. 22.5' 17.6' -- v O < 4 CD � 20.2' • 11.8' 4 poncreke y 42.7' Edward Sonderchuk 650 Blue Marlin Dr. Southold,NY 11871 Page#1 650 Blue Marlin Drive — Deck and Hot Tub Hot Tub Electrical Cutoff Y A y Gulf A , > coast Model# ape i' ''?'�'%•s '`=''Z�`?�Y}v h}�S?�ti,{'�k, ! s}r� y� y} A j`!� IY `Yy_�� , Tub ;y Haze j y Y, •> '?Y:tX`t?y�F?"5:�'A" •"r;�i?5;''>7,.:. ZJ r y r r ^t ,y�'2yJ�y,"/ r ✓fr S' 4 f.2 •,l ti Xis .5:>t'+s,5 j ^:^,•�;'✓ �' �i>}*."l�',;!.. ,� ��`./,.<;y. ✓>�•i * L. ^,r.r ' /S5":^,� "��• � `'Y s� .,<• A. , ��tii,l�Ir` r�G54 �•� A fa5� �j'�'Y�"��' !e/;/.���✓Y .;.!A ,v .3�.�:V:ti. .� �� „' •"� �S Plants 36" ' Plants ff�• 3611 Plants `r Trex steps(a) with handrail each step 11"deep 6'wide Wooden Planter Box Wooden Planter Box 5.5"rise (3)6"X6"high (3)6"X6"high Edward Bandarchuk 650 Blue Merlin Dr. Southold,NY 11971 Page#3 650 glue Marlin Drive -- Deck Construction Trex Rocking New Grade 5 quarter X 2"x8"wood 13" 8" joists 12"on center Plants , • Elevation from slab to Trex surface .i: tr\},I}-"';:,ii!j,i:r:�'�.f\i. .:Y:•_cti:\J,.r= ;�l�;r;.ti7{t� 2"x8"wood sleepers nailed into concrete Trex facia (2) horizontal Lawn Existing Wooden Planter Concrete Box (3)8"0" Slab Timbers Edward Sondarchuk 650 Blue Marlln Dr. Southold,NY 11971 Page#5 . t 660 Blue Marlin ®rive - Rear I; i.l:j .Ft �i:.l.' l;�t ` I. ''�; .,-ai- i'' i i'L` E• ''ij.I-IiI't.j :� i�l t,'' i i'�.:I�_,l{Irl' -i-�-_j i,j'i' ,,, :�*:.J-i�• .{ _-, I 'J�'',�_.L,i'-I�_!{'-i�':i'-'_I i, - i' , t ��t_ -i t;. i.' J_I -'_ -- - •, ,i.`I,1 i .�.� i�j..l.,.t.i}ti; .�, i ,1 1I,�:I'1tI �'!:1.•�j i-1"�I � ��';a' • -t - i`{.I �- - -; - irJ -i. {I' I •-i�{ '�,-! I 1 I i i ,J-,,.� - • � - 'i"-F1-����`I;_�--�-` l;�::��:,1":, .. •. � •t,- `.l i-j,'i ,� I`;i -; i,,I-_1.1.E�'�.t�� ::{-j-; -I, r�;i- �:':;' I ;t _L�..�� I - r � -I-1 �I_•�_ � � -1-(-' _i' t! i t _ t ' 'l,- �I' f i � 7�_I ,' I� 'a � J ��-�� rt I -;�'� '�f -J{:�l �'�. �-1.;:t�i i-- , - r. 1-- t � 1- �•' `I.'i, Ifl j-i'I-�-�� --I �� I�JJ' iJt 1-�� ' `I J,ii i_LL:I"S Li..' •-- t l' i 'li;ji jt .I' 45.6' all!Squarp -------- 22.2'.................. 39"with cover x�, r - _ Hot Tub Electrical Trex Slepe(2) Gulf Coast Spas Disconnect Wooden Planter Box B Trex Deck 'Model#7000 Cape 8'w x 2'd Trex Planter ox 3'w from deck with wood Haze Hot Tub with handrail 3'w from deck (3)6"x6"Timbers infrastructure (3)6"x6"Timbers Edward Sondarchuk 65o Blue Marlin or. Southold,NY 11971 Page#4 650 Blue Marlin Drive - Deck Asphalt Roof over Driveway Conc.Porch Concrete J ,. 28.4' OR O L:. 22.6' :>< (93 �— - C 17.6' L ' CIO rn a W N O A ib �• C) 20.2' CD Ln 450 LO . "✓ r ; 11.8' 22,2' i r.� ��• ` �� � ter`r �.. l Jt,,, c• yy y., ; SSS 5,F1' s.(�;5'��• r,'1j� •1 �, Si.IY.,'�'� ri. :� r'.C':. Edward Bondarohuk Wooden Planter Box Trex Steps(2� 850 Blue Marlin Dr. Wooden Planter Box- with handrail 3'w from deck each step Southold,NY 11971 3'w from deck 11^deep 6'wide Page#2 5.5"rise TOWN OF SOUTHOLD PROPERTY -RECORD CAR® , ll OWNER STREET ''" VILLAGE DIST. SUB. t/ LOT ',�•.-U=V.Vt���,">.�i"fC::JV>�`GirP�``�`I��`ll� �/1� °� /"( �,6-//69 �}°'1 1�� ���� � / � ,� � r eir.r�-�eL�.l'".� ..1. MER .0 Lt�?t'I 1"tr N E V ACR. .'VVrn 7-1 r"Ctsby c"� w �' S W TYPE OF BUILDING /F n e a 9J ,RES. J'/0 >J SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS a, (1—v-zl 111 /61_37 i a J e U 1� r7 1 O 0 '7 1-( Oo .�.�2 � /f / ��� 7ff0�cS���`c'�0ll, 4p- 21- /A 6 �/Os�E'® UX �D 0'�-a rev, v o a O onn/ 3aoo `71740ee✓ .o -706 �- b ? D1 — L1 Z�Zq g'S� � CI 'f.�rrt�l�plo, �Of��afchu�' ` ' 5z S AGE BUILDING CONDITION 10 614 drR- 3'fal5 'iCtS9 �� -t (1 +wb dec �f C 0 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value i Acre Tillable 1 Tillable 2 Tillable 3 fa Woodland Swampland FRONTAGE ON WATER '1 Brushiand FRONTAGE ON ROAD e 06 House Plot DEPTH �{ BULKHEAD UMJ Total DOCK " ,ilk t 41 �1t <DGy ■■■■■ ■.�■■��■■■■■■■■■■ Ile, ■■ Alv IL r :M 5' n.,,:z.. —' •,, " ' , _..1..: .... ..,;....-.. .... . —=: ' ■■■EM U ENSE !■!■■M■■■■■■■■■ } .:. NONE ■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■0■■■■■■■■■■■■■■ -- ■■■■■■■ ■■■■■■■■M■■■■■■■■■■ - . ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ Foundation Basement Ext. Walls Interior Finish Fire Place .- Rooms Ist Floor JFormer J.r.-....., • • Patio • • R EX. FIRST FLOOR ARF-At 2,414.1 SQ.FT. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Co je. EROSION&SEDIMENT CONTROLS TOTAL FLOOR AREAFIRST FLOOR=2,474.1 Shall include but not be limited to: SECOND FLOOR=1,653.3 A well maintained Construction Entrance,11, TOTAL=1,675.6+2,474.1 = 4,127.4 SF Wire Backed Silt fencing,stabilization & Seeding of exposed and/or inactive soils. FLOOR AREA BREAKDOWN SCHEMATIC SCALE: N.T.S. SITE INFORMATION ,NNIJAL 650 BLUE MARLIN DRIVE, SOUTHOLD, NY APPROVAL OF STOR ATERMANAGEMENT IW' r ZONE: R-40 SEC: 57 BLOCK: 01 LOT: 28 CONTROL -To C a er 236 Date: 1 L ` ZONING DATA Approve by: (AS PER ARTICLE XXIII-EXISTING NONCONFORMING LOTS) CODE ACTUAL LOT SIZE 40,000 SF(MIN.) 24,362.2 SF LOT WIDTH 150'(MIN.) 100.1' LOT DEPTH 175'(MIN.) 243.9' FRONT YARD 40' 130.0' REAR YARD 50'(MIN.) 75.66'to proposed 2nd FL/74.9'to existing 1st FL SIDE YARD WEST 15'(MIN.) 15.0' to proposed 2nd FL/11.3'to existing 1 st FL SIDE YARD EAST 20'(MIN.) 23.7' to proposed 2nd FL/20.2'to existing 1st FL AGGREGATE SIDE YARD 35'(MIN.) 38.7' to proposed 2nd FL LOT COVERAGE 20%(MAX.) 10.2% LIVABLE FLOOR AREA 850 SF(MIN) 3,628 SF HEIGHT 35'/2.5 STORIES(MAX) 25.4' revisions I III This design and plans are • ` property of the architect. 7�r DONALD ALBERTO, Architect, AIA CopyAh rights reserved. •' ••. 017••,. This design and plans are property of the ' C! architect. Unauthorized use or copy will be ���# 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. �� $roo�����, NOTES. 4z 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM A CO G EXISTING ELEVATIONS ARE SHOWN THUS:-Lx---x F.FL.- RFLOOR C.FL.- GARAGE FLOOR T.B - TOP OF BULKHEAD �� 2. FLOOD ZONE INFORMATION TAKEN FROM: j* FLOOD INSURANCE RATE MAP No. 36103CO159 H ZONE VE. COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED Rr 19. ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD13. WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN L�46 12' 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. - 40 !✓ / ' / ° i UT\\1N ?OLS . a � E\Ei OV�NEP9i 1 FENCW p\PE lI� wp00 FENCE ` W, 7 4 I FENGE 1 / F°MON a° °3 S \ c°N° ° 0 Ue2n a . 6 m I O - LOp1.#A ° Of • P \ p 1\ 2 \ o �,� SEPTIC SYSTEM TIE MEASUREMENTS D HOUSE HOUSE i� O O \ CORNER DA CORNER[A] �ISEPTIC `o COVER TANK 45' 70' `v LEACHING`"I$ ° • \� 1 POOL COVER 94' 101' 7_4Oyu ` gE�T m t-' LEACHING POOL 5-mi; Pa-, LA v O COVER 2 95 97 0 -�z or m - - - -___-----•--_--- -'_- __ � _�.-.\�.._... _-�_ _.----�---- - - -- - ----= - '-2-."per---- - �.-`-i�..�i '- -- - _._. ._._.-- -- --- -------- - - - - -_- -- _-- - ----- - c- ---� IF \ ° ° ` o Yy rA 7-4 - Zm �O R OF °&E51ATE 9 A f k c Nc 9 RCN 4 F�pNP�S GONcN S U R V]E X OF, ceo m I \ ppR ; GONG `, o N F N E r cno ffi o A m GFL51� W90 ll J® �L O17.5" M� \ y o�(�� A N B 5-�OR& ARpGE ') a� MAP OF J Z o > N0�SEF•FL` l to•Da�j m S O T H®LID SHORES �m az 456 .5� GE G\\pNGE N FILE No. 3853 FILED AUGUST 29, 1963 o FE W°°° ° °3 E• SI T UA TED A T go 22.2 56 3, p� ER INCE 11.8 , mm p �0-4 �1 ARSHAMOMAQUE , X* 1.3 W mp\pNTER u+ \ ; so 00 y TOWN OF SOUTHOLD SUFFOLK . COUNTY, NEW YORK UA ° m S.C. TAX No. 1-000-57-01 -28 \ m °' SCALE 1 "=30' y JUNE 6, 2001 JANUARY 30, 2008 MEASURE DECK ��KNE� wp1ER FEBRUARY 10, 2016 ADD FLOOD ZONES & SPOT ELEVATIONS W W°°° 6 ppPPRGNgUUKN�D °,°� AUGUST 31, 2016 ADD SEPTIC SYSTEM AND WATER LINE C4 T.B P AREA = 24,362.20 sq. ff. (TO BULKHEAD) 0,559 QC. CERTIFIED TO: S EDWARD J. BONDARCHUK COMMONWEALTH LAND TITLE INSURANCE COMPANY EMIGRANT MORTGAGE COMPANY . UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF PREPARED IN ACCORDANCE WITH THE MINIMUM EDUCATION SECTION 72LA OF THE NEW YORK STATE STANDARDS FOR TITLE SURVEYS (SHED Nathan T of t Corwin EDUCATION LAW. BY THE L.I.A.L 5. AND APPROV Dg•C, 4 ' FOR SUCH USE BY THE N YQf <5 COPIES OF THIS SURVEY MAP NOT BEARING TITLE ASSOCIATION. � THE LAND SURVEYOR'S INKED SEAL OR J .rr 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 � cep • IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND i ,_ Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 kz OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 Roanoke Avenue P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 27-327C r , Generated by REScheck-Web Software Compliance Certificate Project 1603-Blue Marlin Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 650 Blue Marlin Drive Ed Bondarchuk Donald Alberto Southold, New York 11971 (�50 Blue Marlin Drive Architectural Communications Southold, New York 11971 68 Highland Ave Port Washington,New York 11050 Compliance: 0.0%Better Than Code Maximum UA: 766 Your UA: 766 Maximum SHGC: 0.40 Your SHGC: 0,27 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 Gross Area 1st Floor(joist):All-Wood joist/Truss Over Uncond.Space 1,600 30.0 0.0 0.033 53 1st Floor(slab): Unheated Slab-On-Grade 273 0.0 1.042 284 Insulation depth: 2.0' 1st Floor(outside):All-Wood joist/Truss Over Uncond.Space 124 30.0 0.0 0.033 4 1st Fl.Wall:Wood Frame, 16in.o.c. 2,016 18.0 0.0 0.062 97 Window:Wood Frame,2 Pane w/Low-E 445 0.280 125 SHGC: 0.27 - 2nd Floor(outside):All-Wood joist/Truss Over Outside Air 214 54.0 0.0 0.019 4 2nd FI.Wall:Wood Frame, 16in.o.c. 1,525 25.0 0.0 0.053 69 Window:Wood Frame,2 Pane w/Low-E 216 0.280 60 SHGC: 0.27 1st FI. Ceiling: Flat or Scissor Truss 573 22.0 0.0 0.045 26 2nd FI. Ceiling: Flat or Scissor Truss 1,753 53.0 0.0 0.025 44 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 Si re �.`�.`g •••,�.D�t�; .y''�, F '9�A -A • - • 06.. Project Title: 1603-Blue Marlin �• i�1prtdate.'X10;/28/16 Data filename: •• 1oagq'1 of 1 - . �,��•:017812;•���.—,�,: ' O� '0 ^ iJcJ1 � %,, I,11"►+0.1140tt', rM Oµ LUM ASL ! �C�Y ►y/�f .� Y��t1� Wm"t5 i, K , Cy') t 't o MAP I...A 0 By 41 'a r. I � yNAUTHURlLE4 AITLKAilUN UK l.DD1110T- r__...._•—;-_ yo.THISSURVEY IS A VIOLATION OF i STCTION 7".q9 Of THE NEW-YORK STATE EDUCATION, UVI. o COffCS<I',J'l :;3,:117 ASAP NOT sEARIli6 t ', 1HE it •:� .'! S.nL OR .A•1=' :'Y; C:•NSIDERED '7' •p s. ", :rt :HALLBUN 1+! • .. _ -,. Yr' .m THE SUBYf � r •\Y.�Y-• Y..14;•-.a':S t ( J ,''AL P -C THE M ! j AG:hCY 91 t t1 i R f 1 Yt t t Y 1 J :1' 'IRANWO 14'!1 iK4. ' Jv+GiY'iyd►tet �iQ= ; V t,lCf\l t:,EY . I,_V:+ y�:Jr+1•C R tuw ��l 9 i 1 '�- f.l y(YL• c;r Y•O.7 '��",�V�/Yi YCv•���Y '�''G.r 1'•1`1.1}.r' 4J�' ti...l Lr •E YJ r..r �...•C/1'•.iwif K V�,3.J..�Y± I 1 x i t•+ -r M IT, 5.t- + r o - � 13'14 , .1i`�IJ�6 Y� }N 'as Mop _.7 — f..u�9 c, A. :�N---�.-f+ih a.iw..rdN:f-- •Vi! 3'�*�'�' `i'ill`�?,.wiz:ne.-,...u..y,a,.'-•iwC'•--"'^ e,�.,,�.,p.a.v/. ...s.rfSu'J,s-^Yi�+'i..•aay a,s..-i=••w'9t3fi'r''T:'�j� 7:''])rF"''.isi�9dlY`-ig`:6fP"^usut�{tp''�"„ -':'a,:w.,'�ti'rtiL't,.stF+ 7'3Lii%�it.�l.°`,;y=t�r'ti.:+*a`k�H;.S�'..s l I i i i I . " KEY � 1 �-a1� 1 •-� 46r-0" 22'-0" EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL - PROVIDE WOOD STUDS ® 16" O.G., 51ZE A5 INDICATED ON PLAN. SIDi U.L. APPROVED 51NOLE STATION SMOKE DETECTOR INTERCONNECTED 4 HARD WIRED W/ BATTERY BACK-UP AS PER STATE CODE 1060.10 (LOW VOLTAGE, COORDINATE WITH ALARM SYSTEM) B �Gi I U.L. APPROVED 51N6LE STATION CARBON MONOXIDE DETECTOR INTERCONNECTED i HARD WIRED W/BATTERY BACK-UP A5 PER STATE CODE GXWI5* CXWI5* CXW150 P3050 CXW150 LINE OF 3.5R 5T. COL. W/6 X 12 X 3/8" 168 (2)42*10 ML.— — (2)2XIO M.L. — �- — _- -� OVERHAN6ITONREMAIN GENERAL NOTES A EX. DECK STL. PLATE TO BEAR ON FWH3 i FOUNDATION. 50LID FILL, ALL i 3.54) ST. COL. W/6 X 12 X 3/6" • in CDUR5E5 IN CONTACT WITH i p !d` N -- _ STL. PLATE TO BEAR ON �i PLATE j - I 1) 6.C. SHALL VERIFY BUILDING SETBACK LINE WITH A LICENSED SURVEYOR U I --- --- FOUNDATION. 50E.ID FILL, ALL PRIOR TO GON5TRUGTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE EXIST. 2"x6" GJ ® I6" IN CONTACT WITH ATTENTION OF THE ARCHITECT. { i t') NEW W12X26 (FLU5H) / 2) 6.6 SHALL LOCATE ALL EXIST. 8 NF�^1 SERVICES, ELECTRICAL FW6 10066-4 FW6 12068-4 FW6 10068-4 LINE OF,EXISTING WINDOW TO TELEPHONE, HVAC,SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF =(2): O - 7w, (2)2X10 ML. (2)2X10 L. BE REMOVED. PATCH 4REPAIRi,AS REQUIRED EXCAVATION. 6.0 SHALL BE RESPON51BLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. ' 3) PRIOR TO POUR OF RETAINING WALL AND CONCRETE HAUNCH, 6.C. SHALL LINE OF NEW SECOND FLOOR TO EXT. _ _ _.._ _ ._._ ',y�._. -- ;� EX. FAM HT ROOM — --- _ .To, `r V VERIFY ALL FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION ABV.: Q3 3 WALL, ANY D15CREPANCIE5 5HALL BE BROUGHT TO THE ATTENTION OF THE WAIIJABOVE _ lc�y G—, f'�., . ___.._- �� - �►- i � � �_- �(PATGH 4 REFINISH 'WALL ABV. i ARCHITECT. =._::�. ' _ �.!!;- `---__ UIF,cISTIN6;WOOD FLOOR) 4) GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS AREA OF EXI5TIN6 ROOF TO '� ► ` f! i / 1 "j i I :' PRIOR TO 5ETTIN6 STRUCTURAL BEAMS, ANY DISCREPANCIES SHALL BE REMAIN ® EX. LIVING ROOM - v - _ ' ( ® BRouGHT BE©ROOM #3 212x1 ® `� EX. D O v'' �" , h j TO THE ATTENTION OF THE ARCHITECT. XX GL6. HT �u- W til'-O" GL6. HT - '.- ---- v N - -- --_ - 5) 6.G. 5HALL VERIFY 4 ESTABLISH ALL FINISHED FLOOR ELEVATIONS • EXISTING WOOD FLOOR) F�CI5TIN6 WOOD FILOOR) / \ f P. - �'`q� I ;,,.�' N6 WINDOW TO REMAIN PRIOR IE CONSTRUCTION. ANY THRESHOLDS THAT MAY EXCEED I/2" SHALL _ r4 (PATCH d REFINISH (PATCH 4 REFINISH N N (PATCH 8 REFINISH t� --{ EX15TI ` EXISTING WOOD FLOOR) O OW_ " BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION X �� X _ _ _ N �C X � (7 0 0 0. _ � �- w' � W � 6) LOCATION OF ALL HVAC RETURN DUCTS, RE615TER5 AND BASEBOARD _- . _�--- _ INt CONVECTORS 511Atl BE VERIFIED IN THE FIELD WITH THE ARCHITECT PRIOR - GOND FLOOR H O •. _ TO INSTALLATION. Xi xN 50 I LINE OF NEW 4x4 P05T - S l.e✓ :.:... O - -- --- u1 i W 2)2x1 15'-8" (V.I.FJ 12'-8" (V.LF� 1 _._ W _ - -__. SLea.F' �— ---� LINE O>I EXISTING ARIN6 WALL AS�i`_ t -Y - Ex14y4.IST UNDR'1 -rO VA- FVC1a I � �2)2XIo WINDOW & DOOR NOTES (2.)2X10 (2)2x10 LUSH) — 21 2X10 ML. W/3/4" STL. (3)2X10 M.L. (FLUSH _ -.... _ ._ — — �---- t: ' FLITCH PLATE {FL.USI ( - —� .. Q LINE OF WINDOW TO REMAIN (11YP) tl1 , H � xx 3.5� 5T. CDL. W/3 1.2 X 8 _ z _....:455T*MfFT-- 71 _ . �����;�•� .,. ��^ � � I) ALL NEW INTERIOR DOORS SHALL BE 6-PANEL SOLID GORE DOORS, N W I LINE OF NEW 4X4 LAU N D �'� `r PAINT 6RADE. (SEE SPEC) X 3/8" STL. TOP PLATE POST(TYP) LINE OF F..XISTIN6 BEARING WAILO V -•;_ _y, 1`'` _ -T� � . r�._.�' - ����"ms , µ \�— — LI FOUNDATION NEW 4X4 POST TQ BEAR 2) ALL DOOR KNOBS, LATGHSET5, AND MI50 HARDWARE SHALL MATCH ' " v ®I 6OF NEW KNEE WALL _ - ON OUNDATION BELOW 4 EXISTIN6 - _ h 3) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS A5 REQUIRED (2)2X10 EX. KITCHEN ___ ___ AREA OF EXISTING of-ho R. LN. �'Ll 4 1 1 1 1 I T 1 / O I_ N _ ® - REMAIN I I 3'-I" 411 - 4 4' I" 4 \ a'-0" V ±5-0 CLO. HT 3.5Q 5T. COL. I�,— I / _ W/b X 12 X 3/8" N - 4) UNDERCUT ALL DOORS A5 REQUIRED FOR CARPET, SADDLES OR OTHER ' FLOOR CONDITIONS. LINE OF WINDOW TO REMAIN (rYPJ N 'tn N I i I I I 1 \ l.. . . _ STL. PLATE TO EX. GARAG EXIST.N.5 WINDOW TO BE -I I_ EXIST. r._. - - -- -- E - r d :REMOVED 5) ALL NEW WINDOWS SHALL 13E "ANDERSEN: 400 SERIES" DOUBLE-HUNG x - I '?Tl.� - - —._ uJ i t�i O ry ( _- r _ _ FOUNDATION. tb'-0" GL6. HT ( . - N .- X. NTR OPEN ABOVE NE�,t).__ iNt' _0 W OTHERWISE W- _..__I.. _ -l,.l _ _...---_--_ 50L IN�'L TO REMAIN) t= 35� 5T. COL-. W/� X 12 X`3/6" WINDOW SCREENS AND HARD NOTED ALL WINDOWS IN BES E INSULATING ENDOWS UNLESS D 5E N I O / \ XX ! (EXISTING FLOO 6LA55 WITH SIMULATED DIVIDED LITES. PROVIDE WINDOWS COMPLETE WITH $tn ---- -. --- 5.5, PLATE TO v,,X I ON WARE (COLOR TO 13E SELECTED) SIZE AND CONTACT WITH MODEL A5 NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO PLATE ry ;I � FOUNDATION. 5O�1D FILL, 1�L L BE PINE. ANY 6LA55 NOT ABOVE 18" OF FINISHED FLOOR TO BE TEMPERED. q� -- -1_I?Y✓_- .V COURSES IN GONTAGT WITH (2)2X10 GM ry / (2J2XIO. I NEW W12X26 (UPSET) PLATE b TRIM - WINDOWS d DOORS d FLOOR TO MATCH EXI5TING 2 2X10 -- - _ ._ - .. ) ��iI . -. ...---•------•- . , EXIST. LINE OF WINDOW TO REMAIN (rYP) DN _ EXIST RR _ EX15T RR _ 1) PROVIDE GROWN MOULIDIN6 IN THE DINING ROOM, LIVING ROOM, 4 EXIST. 2"xb"�J ® I6000 - — EE MASTER BEDROOM Ni I it j E Il f OVERHAN�ITO REMAIN `. 6) ALL FLOORS OAK (EXCEPT- BATHROOM) q) BATHROOM FLOORS - PROVIDE NEW CERAMIC TILE ON MUD BASE, 4' O LINE OF NEW UP ALL WAE1. ABOVE. I I I I SHOWERS L5, EXCEPT RILL HEIGHT WALLS AT SHOWER OR TUBS WITH I . NEW 5ECOND FL. I BEDROOM #4 I I I �� ® ® TO CANTILEVER X (PATCH WOOD FLOOR d I I 8 I 11-0" I I I ( 10) PROVIDE TEMPERED 6LA55 WALL5/DOOR AT NEW 5HOWER5 I fV RE-FINISW I I j 4 2' O" 4" 3'-6" " 3'-b" I �J - - W - EXIST. EXIST. I HVAC NOTES s ... EXIST. OR GARAGE DOOR EXIST. O EARA DOOR ---+------- = EX. A EX15T RR I Q EX[ T RR CL. I) FORGED AIR HEATING AND COOLING IN ALL ROOMS — O)TW3046 (MULLED) — - _ 2) RADIANT HEAT IN NEW BATHROOMS LINE OF NEW 3' GONGRETE �,.__-__._-__•-_- APRON.TO REPLACE EX15TIN67 3) ZONE-5. I5T FLOOR. F..XI5TIN6 FIRST FLOOR ZONE TO REMAIN 2' APRON. PITCH AWAY FROM 2ND FLOOR: TWO (2) ZONES FOR HEAT 4 A.G. LINE OF EX15TINCV AIR HANDLER A PROVIDE 350 5T. COLUMN B 6ARACE To REMAIN 00 WRAPPED WITH 10"XIO" PE RMA - O CAST COLUPIN (rYP) LINE OF EXISTING WINDOW TO BE REMOVED. PATCH 4 REPAIR AS PROVIDE 2" B1U.ESTONE REQUIRED PAVERS ON 4" CONG. SLAB W/ _._.____. ..___.._._..__._. _._...._.._._..—_ bxb 10/10 WWM ON 4 MIL VAPOR BARRIE1Z ON b" GRAVEL ON COMPACTED FILL 141-0``" 14'-0" - - i 26'-0n 221'Ou — r' CC�CD�IC� D VAR 2 8 2,017 FIRST FLOOR PLAN T°`VN OF �®LD SCALE: 1/ `= " ---- -- - -- _ ��, -- I-.._: project: - revi Tons _ . _ ....._. - 2--' - W _ -� G L.L. _,•_�.L� 2 x�__F- -f�`�1_1��- - � �T__��0 2._ _�:; �.__���"�.�.-..-��� 1'�'1__ __.. '��...t`_Z--�.Gat�r'S�". ...... .. .-3 - RESIDENCE , .���.���..�.• Drive, Southold, NY �'�=�' / �+�`��� � ,'I *� 9 t4� 1°t'll.1S AS ��. A I� x rt5w! fit-ixlS-- cb.. ._._ _ i_ Pte' a Blue Marlin r outh ' drawing: C� •�� �:�—•TM—_ � FIRST FLOOR PLAN � r . -. __.. This design and plans are �r• property of the architect i Y Y w AI rights reserved. ---. .... ... .-_- _.... t _ -101 w b scale � � number d y A JJS/ACG AS NOTED DONALD ALBERT❑ Architect AIA rt nt .�,y .o job no. date This design and plans are property of the F architect. Unauthorized use or copy will be 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-663-1294 prosecuted to the full extent of the law. � X :. t I` I ''I;'i`:'!'' , .'IC.`fl-i.1:1'Li: 0.1` ' i I.. i. I . ,1.L. II`I.I . r. rll.l. .l..11l ..,.... .... , . . . I � ! 1.111.10•. ..1.(1.f I .I : Jll.l: l 11 L1..11..11.1.1�. 11.1. . .7 . . 1.11.1 I_ f.l 11 l:-!� ,1, � , .. .._.,.. .�.... :,. . , ,. , ,,; : ; ; ,; .; ,: ..11.1 (-1 f . 1. . .1.J ! , l: i l !;; :, 1 .11.1 it I.I III Ii .1l .11il.l.I:;. :.,., ,.. ::.:.I,. , 1 ,!I �r � ! :J 1, 1.[..11 l.l 1..L 1.J 1:. !..L ...11.J I 0 11' 1 L 1.�-1 ( l 1.1-,1..l l.1..:C ..1.11,1 .,.:, .,.,1.!: .!;I:!,1, .,[.!... ...:...... . 1.111..11 .1 ! �L l CII.II. .Il .:JC.1. 1i I ` I 1 , ! : :;; ! ` ; ' 1 (] 111 .1. 1 I1 ..ILI.1.1.L1 ]-1.1 .1.1. !i!,i,.l..!,! i!!.i I .!,!I L.�L11t .111J_1.11.J .1.I-1.11..111 !.l (L .111.1.1. 11 ii:.: !.fl..l,::l 1.11-� .1.1 LiI..�II 1 L!, .[l.l.f l.11 '• ,,i! 1 .Lrl...:�i .....::......:..... .. ::� , .. { , , , ;, ; , : , ,. ;, i , ll r i , 1.7.J.J .l 1.11. _.lj..i.J1 1 L.f,.L.1 11J .I.,1..1.1: 1 L .:.-.r.J I ! I.I 1.11.1 L(...( 1I_i 1 .1:...J .t L(_i_.i ' 1,I L.l,.i .L.I1 ,,:,i : l.. !:: , . .! t L 1.1..1 .I 1_l 1 1.1 .l I I..I 1 O..1..l.1 I :r'i!::, : :. :: . . ..1.1.11.L11 . J ..l.l I ( 11 I I1 :IL..( 1:11.1.11.1.0-:Il(.�f..!...I l.i_l.,l ' Ii..! l,iLt.i,i..:..1 :.:.! :. .. : ....,:, i .': ;c'.:, ;. I ,- .1 .11-111I1.I! 1,1.11 11L..I.i.LI r.,i i I! :I i_i 1.11..111 . 1.I...�l L11_.I I'll L 11-...1 I1_;.IL.I11.1,1.!l. I .I.Ii 1.(1.1 I; II 1 -(. !1..11.1:1.( L(.Ji i ' i.; i!:..I:. . ' :.. .: : : : ::.... ...; ..i,.:1,: !.l_tl.!L l. ..il I! I,1.1.1-L11,1.L1,1, .! i .:,i ;i 11.1 1.,111.IJ. 11.11.11 I l.1 L1�. 1 -1 1.1.1.1 I l.) i 1.11;1 l.1.1,1J .1Li 1 . Cl.l .!, f _.I 1Jl..l..l.Ill 1!_.I:I.,iI111C_.L .11(,.i.l..l.L.l1I,It::11..11-I Il..l.,l... ,.:,,1.: .:.. ,. i..a:! , t i.i , f l,.(!i II.,�I:.I(.lilt.I L.I1l l.f_II:.i,i�: ,: + ,.! i; i:!. I I. I ll [ , J�.1.i. LLJ..I-II_ Ill 1 i.l.11_.Jll l.rl.11.1.1111 .. ..., :. .. .. . . L,i .11..1.(., 11 Il.,.l.! It I l ,; !„ : , :,.:.. : , I.li 1, I.f l.il1 ,L_1.J1 .J' J. . 11. . .1.111.11 i.1 I.(1.11.I .L.I,II,I.l.lt1.. 111-1 1. I,,.I.I.. ;.'.i; : i .: 1i( > LI: I I1l:LIf.1.1. !I-1.1..:!'.)[.11: 1 r: ,. ! 111.J 11 11.;1 1_1.11`l 1.1a I I l 0 1111.1 !, ,Lr!1i.1-IL.I I,..I1. 1.1.. l,I(:1.17..T _ (.., 1_.11111..11...1.111-..11 1 I1J.(,1:.I i ,II (.IL..:r�,;I ' -! i, •.ii �..!.;( !I L! C 11.!1. Il.I l 1.1.1.(1-1.1-1;!1 ,i!.i , l ,I 1:.1 r I.!1 .sl : [ .. 11 !,.!.l_I1.1J�:11.LJ.l IL.L.�.Lf�l l.l..Cl.L111 fl � 11!.LI.Il1l.111.111 I I IL iii, ,Jrlil,I,l-.J.,I..1,1 I,IL.iY:ri,.I,C li 11 I ' ! .. .:..:.1..I I!.I l .rl.I.!111 I I I I,.I I I.1 I.il,t :i T.O. PLATE T.O. PLATE - I!..( ! - - -- ._--- --------------- -- -- ---- - - ------- - i I C.X U/1. _ 1►y 'tea oil 44 - 2nd FLOOR - - - - -ill I I If ill Ill Ill I it fill III Ill fill -i - ----- -._. _ -- - - illfillill2nd FLOOR T.O. PLATE - - - T.O. PLATE - _.- -. -- ------ ., Lji� i -- - Ist FLOOR Ist FLOOR - - --- - - -- --- - - -- -- -- - -- ' Q , r I BA5EMENT BA5EMENT - - - .. _ -- - -- ---- --- -- -- - --- -- - -. - --- ! SOUTH ELEVATION ! SCALE: 1/4" = 1'-0" . 1 ELEVATION KEY NOTES ! i , DESGRIPTION Ii li ! If 11 if PROVIDE GONTINUOIJr RIDGE VENT AND STRAPPING. SEE DETAIL PROVIDE '40 YEAR' TIMBERLINE ARCHITECTURAL ROOF SHIN6LE AT ALL ROOFS ON #15 FELT ON 5/5" GPX 5HEATHIN6. !I I-.1.1;1. 1 I. .LL 1 x!1,1.1; 11 1 141f.a.l.`11.10 l li 11 I ilJl LI:1.1�I 1 111,: 1.!;! i i I !11.1,i,l I! I ADJ ST SLOPE OF 5HED ROOF OVER FRONT PORCH 50 THAT ROOF 11 IOL.[ I �i l _.. .[�. ! I I.1Lil,.Iii I I 1111 1 I It I!( C.!1.,l 1 I l J I I I.1 (111 , ,L l i LEDGER 15 4" BELOW THE WINDOW 511.1. [III 111 J11.1 11 1. - ��-111�1.1.I1.1.�11 1-I1- 11i., 11..'11. I 1 1( I'. i I1 11 f.l ! Il I 1 0 I Il 11 17 l:Ci. ( `I 1( I:l I. 1 11 1 11 .( 1 11'.1.11 l i J:.L,I PROVIDE DECORATIVE TERRA GOTTA FLUE GAP, SEE I I , I` SPECIFICATIONS' PROVIDE NEW 'HARDI-BOARD' S1DIN6 ON I" 'THERMAX' RIGID FOAM !•!!!111!1!! ! ':!'.11 !! .I 1.1`1 i`,!,. i i!t I 1 I !`I'I INSULATION (R-6S) ON 15# FELT ON I/2" COX PLYWOOD (TYPJ ---- ! PROVIDE LEAD COATED COPPER CRICKETS AND FLA5HIN6 A5 REQUIRED T.O. PLATE - -- -- -- --- ----------- - T.O. PLATE - -- - - - - - - -- - PROVIDE NEW CULTURED STONE SIDING AT EXI571N6 CHIMNEYS ;; ! AL), 5TONE COLORS TO BE GREY d TAN BLEND. - - -- (TYPIC j ' ! PROVIDE NEW ALUMINUM 6UTTER5 4 LEADERS TO CONNECT TO NEW ! ,! I11 fill 11 111111111 F ! DRYWELL. (`TYPICAL) _.._._ F 7711 illillfillIllIll [Ili PROVIDE 'AZEK' BEADBOARD 4 GONTINUOU5 VENT FM11 1Q SOFFITS 4 EAVE5. (TYPJ COLOR TO BE WHITE. !11! Illi ! 11 it ! 11 li 11,1 (..I 1111 111.1 Ill� !i ! ' !!!.I PROVIDE DECORATIVE AZEK PANELS, TRIMBOARD, MOULDING d I I i(.l. i �I, I I Vii;,i�,i,'. 1,1 FACIA BOARD. COLOR TO BE WHITE___---- --- -- I I i,l I;! 1 11 I;I`i I.I i I :, f !.'I PROVIDE NEW WINDOWS AND PATIO DOORS W/6RILLE5 (5EE 1 [1 1 1 11 i.I l l l 1,!.i I I fill,l !. i i I i( ' PLAN FOR 51ZE 4 LOCATION) ------ •-_---_- --_--_-- 2nd FLOOR 44 - - - - 2nd FLOOR I III I.I I i..,1.I! I I! I , i i ' PROVIDE NEW CULTURED STONE WATER TABLE, SEE ELEVATIONS FOR - - I I I. ! T.O. PLATE I,LI_,CI I i.!,I I.I(.,I, T.O. PLATE ! LOCATION. STONE COLORS TO BE GREY TAN BLEND. -- j PROVIDE BLUESTONE PAVER5 ON 4" CONCRETE 5LA13 ON 6" _-....... -.._ .. . . . _. GRAVEL ON COMPACTED FILL AT PLATFORMS 4 STEPS ! I MODIFY GRADE A5 REQUIRED. PITCH AWAY FROM ! FOUNDATION : J 4 � �� I I NOTE` ALL DEBRIS SHALL BE REMOVED FROM 517E 4 ALL AREAS LEFT - - -" BROOM GLEAN AND FREE OF NAIL ENDS, OR UNSAFE CONDITIONS I 1st FLOOR 1st FLOOR ........_.. i ■ protect: ' revisions �_� ��■�;.,,�� Q I ( BONDARCHUK RESIDENCE a-24-17 I 650 Blue Marlin Drive, Southold, NYlilt 'Rs^ , -i Ill lilt till " ( IMEN drawing: 41 ,Z� Tcv ) ,r BASE T ELEVATIONS ' `t BASE This design and plans are _ �- 1�JI property of the architect. number dwn by scale 1 A-201 JJS/ACG ASI NOTED DONALD ALBERT❑, Architect, AIA Copyright. All rights reserved. (�-: �x^u �,...,. r _ .� This design and plans are property of the •xf �'a:`'' EAST ELEVATION lob no. date ! architect. Unauthorized use or copy will be 15-52 10! 21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. SCALE: 1/4" = V-0" OCCUPANCY OR 0 A")' NOTIED USE IS UNLAWFUL DAT Ili_ fi , LLR CIFICATE F BLUE MARLIN DRIVE FEE 4�_D �Y:--,_-. _______. O OCCUPANCY NO,. Y F3LJl Jr lC' l�lTtt _., I AT --- --- - I I I 1 FOR THE I I I DRAINAGE INSPECTIONS LIVEABLE FLR. AREA 1. F' jNDATl011 - T`°t'C ilii''.`.;?Ei) Contact T ARE RF)UIRFD 100.00 SECOND FL- 1,580.2 5Q.FT. OS EngineerinCt at 765-i 5(•`,11beforeN �4 15'20' E_ I I F R POURED CC' uRE i E Backfill,OR Provide Engineer's C.ertifica ion 2. R 1UGH - FRAMING & FLUNIZING that the drainage has been installed to Code, d- 3. IP• 3ULATION 4. F !AL - CONSTRUCTION MUST - E COM FOR G.O. ELECT;CAL I r r m p I I h ALL ,C)NISTRUCTON SHALL MEET THE 11n-"SPECT'O0'N REQUIRED � ` �� x � 1^ RE^ jn-lar�NTS. OF THE CODS OF NEW 1'On ; STATE NC T FESPONSILEKE FOR ItJ DES �N OR C01r'STRG .T10�a ERRORS. TRUSS PLACARDlNG REQUIRE© K h r • I- S I COMPLY V i� FS OF ' f0-i" UPDATED SEPTIC SYSTEM NEW YOQ1' ` -cy _ �, e. t z „r 1 y, � APPROVED BY TOWN OF I , r AS REQUjr�r. �i - � � ONS OF • ' „ i LIVEABLE FLR. AREA I • � SOUTHOLD UNDER '�r�� - SEPARATE PERMIT FIRST FL- I,g10.0 50.FT. �- I,y YJC1•rt.Y 1'�L INIa7NDGtD ��. �:� ( .•f JV04 �°"�� u ARD t t " ff"Itm DAM MV MIM 4 I 1 SOT ntJL vl J ES rxrx4 w,uaa+000 ratetites i lfT�l�s AT 4W OO. me ,... ., � fly^ 1 � � - - �� ------------ -, INIM s• LOT 6� Qb LOT 7 i LOT 8 d, -a tgI" tis �� Q PLUMBER CEFT I,7/CATION I t -- --- ram sucrate.ilt.taw # � r avea.�r or t�nruc wr ?� � �� Mae or rMa corse "" " � � ON LF_AC COi� I v'1 E'r t �iRE �' :**^� " I` I LINE OF STOCKPILE 501E CEP Ti FICA G OC IIPANC I I I I I II 4 I i 4'00W�c„meoa_t r arae ror Q t•ruvt rwano LINE OF PROPOSED � -_ Ii IIIiIVIII IIII I. SULG{__R E!�'L �I i dll ! III oee,.rs M01t uorenwemateoorrwt:Tao HAYBAIF SILT FENCE SUPPL Y SYST f✓ CAS ri;�t0 t ,tit.et�«a l I 4s LIVEABLE FLOOR AREA I EXCEED 2/10c' 1% LEA '�1001 00"MIL�W iEX ASPHIALT ( I I I FIRST FLOOR= 1,910.0 e�coAPM iwtwtcnatn`eTONiorees°r = 100' € DRIVEWAY I j t SECOND FLOOR=1,618.0 LINE OF NEW DRYWELL I NEW 3 POURED TOTAL=1,910.0+1,618.0= 3,528.0 SF PUP a(�t I CONCRETE APRON I' t� e�isoet�at ca wo►. ��LI � t,. I 5� CfYi'� (DETA L5) I ,�� - - - - -- - 50 MIN. /pjq W' 5.0'MIN. PROPERTY MAP ' &WATER'L1ti;�S !`=`:i:� @SITE&500'SURROUNDING AREAS �ul y #2 -' DETAI L TYPICAL IIIIIIIIIIIIIMI EROSION C0INTROL BARRIER / 2c. NEW POURED CONCRETE TESTII';G Fr'r.'.FOFir" (^ •I�l•': ll�,. +i1 NOT TO SCALE �y I "TS' '�'°`OF OVER LIVEABLE FLOOR AREA BREAKDOWN AS NOTED d� L ROOPORLF EXISTING I-STORY FRAME SCALE: N.T.S. 11.4' HOUSE 4 &ARA&E I LINE OF UNDERGROUND PIPING , rls' , t 28'4' LINE OF EXISTING ROOF FROM ROOF DRAINS - t OVERHANG �5TAEIL ZE ENTIRE FIE �__...___ .�) _. I I i I )N TH _-- _ _ © �ry�1 er - 1 , I VET AnoNGRLAVER PROVIDE 6'-014,SOLID CONCRETE _ ._ .. ... .. _..._._. -` -__ { . �., ��� II AREA OF PROPOSED r .. -- _ __. SECOND STORY ADDITION coVER 1?11- lf= DER.S T� pR`(�t1 L _ 15 n3' 211 EFADE _ EXISTIN6HR00F TOI - -- ,.. - 2ND I x REMAIN _ _ L 231' NEW SECOND FLOOR) PIT cj� - III=1 I I. I j 2ND FL. LF", II I =LL a 1 ..•. STORM DRAINAGE RI N55 5 � � I AREA. 1,653.3 SQ.FT. I •� � I I ___ ,,,.T I I NEI I ll=I1 I --- _ - COLLAR MATERIAL,SEE e i 1!1 I I / =III-1 :;:•: s: I=11 NOTE BELOW e r 2oa' r-.-____-_--. _-_ - _ - i l • ;i.�;ti NOTE BOTTOM OF ALL N STRAW BALES OR 0 �•" 1} -111=119` k,int,< STORM DRAIN RiN6� ? ' III=III= DRYY`ELL`5 MUST HAVE 150 SILT aEt.,'.E V I I_,1.�;•.n .r itf�_S`�i. �ff�� , I i 61-00 PENETRATION INTO SYSE1 ��' 20 0 DTAIL @ SOIL STOCKPILING USING SILT FENCE Mrtr 2 =1 I-i� RATABLE MATERIAL 5Y55 C);S-CLALE:114"=1-0^ =Cmc .. II (1 II EXIT TING -I I-, 5'-o• b'-0'm MTSU 3'o' 6ROUWHATM -U-i i tt MIN MIN. =I �I I II I II� I-_�I - - Ex15TIN6 woo , DEGk TO REMAIN 1�1=I 11=1 I �1-I�►-1 I ,� e DVI�� 1 n eke Pi�e���Y 10),,� dw e.11 _III-I 11=J I-1 I I-11=1 I I-III-III-III-III-III-III-III-III-I 11- -+ , ` �• j I 1-1 I I-III-III-I i 1-111-I I I-I i I-III-I 11=1 I i-�l=1 I I-I i I- o o o -1 h I C�tt'ri-t-t Ca--b"41 EX. FIRST FLOO R o �' �lo �o I NOTE: SiTE PLAN is AREA. 2;,474.1 Sa.FT. NOTE& DOLLAR MATERIAL SHALL BE GOMF'RISED OF SAND 6 GRAVEL O =( P N FILTER MATERIAL CONTAININS LESS THAN 15%FINE SANDS 1�CLAY 4 p � � � TQ PREDOMINANTLY FLA I DIA.GRAVE.(51LT 4 CLAY FRACTIONS ARE NOT T ) �1 - ! t� _m m SECTION @ NEW DRYWELL z N N.T.S. S -14 .Oq'1011 H 100.01' APPARENT HIGH WATER.MARK TOTAL FLOOR AREA BORNE DEBRIS FASTENING & COLLAR MATERIAL SHALL BE 74.1 �& STORM WATER RUNOFF 15 TO FLOW AWAY EXI5TIN6 WOOD SHELTER ISLAND SOUND FIRST FLOOR=2=1,6 WIND FROM ALL SIDES OF THE FOUNDATION AND BULKHEAD SECOND FLOOR=1,6531 SCHEDULE coMPRISM of 5AND 4 GRAVEL FILTER 6ARA6E AREA. STORM WATER 15 NOT TOTAL=1,675.6+2,474.1 = 4,127.4 SF MATERIAL CONTAINING LE55 THAN 15% FINE PERMITTED TO FLOW ONTO ABUTTING PROPERTY, SAND,SILT,CLAY 4 In DIA. GRAVEL (SILT 4 �,AUe EROSION,DAMAGE ADJOINING PROPERTY NOTE FOR ALL NEN WINDOWS,PRDADE WOOD 5TF447LRAL PAWLS WITH A CLAY FRACTIONS ARE NOT TO EXCEED 5St5) OR SIDEWALK AREA. rp fWILDINSS. I Tma-IE'1/Ib•QImW LLJWND 16+1WT RESTS OFBrmi OMFOWNTSA SITE PLAN @650 BLUE MARLIN DRIVE, SOUTHOLD, NY FLOOR AREA BREAKDOWN SCHEMATIC CAALL BE FERMI I I FOR 010MINO PROTECTION IN ONE AND TWO-STORY BUILDINGS. ATTAC.Ff�EtfT5 SHALL ISE DE5IGHED TO RESIST THE GOMPON8JT5 AND CiADDIN9 LOADS DETERMINED IN ACCORDANCE WITH THE PROV1510NS OF THE 2015 INTERNATIONAL RE51DEM1AL GORE. FASTENER DRYWELL SYSTEM - DRYWELL SCALE: 1" = 20'-0" SCALE: N.T.S. SPAGIHf9 FASTENER TYPE PANEL SPAN 4'-0't PANEL. 6'-0't PANEL (s- 41-00 SPAN<a 6'-0' SPAN<z W-O' 2 1/2••6 WOOD 5CREW5 160 120 q• GRIUND w1ND DESIGN SUBJECT TO DAMA6E FROM SITE INFORMATION STORM WATER CALCULATIONS SEISMIC WINTER TGE SHETLD AIR MEAN t„I SPEED EFFECTS SPECIAL WIND-BORNE DESIGN WEATHERING DEPTH LINE TERMITE TEMP. REOUIUNPEED NT FLOOD 650 BLUE MARLIN DRIVE, SOUTHOLD, NY 2 1/2•r8 WOOD S..RB^I5 16" Ib' 120 Lpgp (MPH) EFFECTS WAND DEBRIS GATA60RY INDEX ANNUAL DE-516N FOR A STORM DRAIN SYSTEM SERVING '. - ROOF AREA OF 2,4"14 5Q. FT. RE61ON ZONE ZONE: R-40 SEC: 57 BLOCK: 01 LOT: 28 FOR 51. 1 INCH■25.4 MM,1 FOOT ■504bb MM,I POUND■ .454 K19,1 MILE SUFFOLK MOD. TO 15 11 n 1500 OR _ PER HOUR■ IbOq KM/H VOLUME REQUIRED = (RAINFALLXAREA)(RUNOFF FACTOR = (2"/12°X2,474 50-FT,)(I) = 4123 CIU. FT. 20 LB5 130 - - - &Gr SEVERE .31-OM HVY. (SUFFOLK) YE5 X LE 55 ZONING DATA I.THIS TABLE 15 BA5W ON 110 MPH WIND SPEED5 AND A 33-FOOT MEAN ROOF HEIGHT, PROVIDE (4) &-ON 0 X 5'-0" DEEP STORM DRAIN RIN65 WITH' COVER a 5068 CU. FT. > 412.3 GU. FT. (AS PER ARTICLE XXI11-EXISTING NONCONFORMING LOTS) 2.FASTENE72S SHALL eE INSTALLED AT OPPOSINev ENDS OF THE WOOD -' - CODE ACTUAL S111G111RAt-P'' - *NOTE, VERIFY LOCATION 4 SIZE OF EXISTING DRYWELL SYSTEM. MODIFY 51ZE AND LOCATION OF For St;1t:ouadpstsyuurefo4t=0.047')1cI'a 1r,tilepctrhour=t).44:ntJR. LOT SIZE 40,000 SF(MIN.) 24,362.2 SF a. Wealhering rnayTeyuire a higher strength Concrete wsrade of masonry own necessary to satisfy the structural rcqui. wents of this code.The weatheringcolumn shall W filled in with the weathering index, S.NAILS SHALL BE IOD GOH4H1oN OR I2D BOX NAILS. NEW DRYWELLS AS REQUIRED. SEE SITE PLAN FOR LOCATION "nagligibie""moderate"or"revue"for eoncreto as;dtrermincil frpm Figura 8301.2(3).The V-ade of masonry units shall be determined from ASTIM C 34,C 55,C 62,C?3,C 90,C 129,C 145,C 214 or LOT WIDTH 150'(MIN.) 100.1' 4.WHERE 5CREm ARE A-rTAcHw TO MA50tw OR MA50NRY/5TLIC-w,THEY C 652. *NOTE, APPRIOXIMATELY 600 SQ.FT. OF PROPOSED LAND DISTURBANCE DUE TO DRYWELL INSTALLATION LOT DEPTH 175'(MIN.) 243.9' . SHALL BE ATTAC1fED UTILIZIN9 VIBRATION-RESISTANT AWA40RS HAVIN9 A b. The frost line,depth may require deeper footings that indicated is fissure w3.i(1).The jurisdicrlon shall fill in the frost line depth column with the ndolmum depth of footing below finish grade. FRONT YARD 40' 130.0' MINIMUM ULTIMATE WITH7RAWAL CAPACITY OF 4q0 POI . o. The juttisdicilort shall fill in this part of the table to ilndicate the need for ptotectiou dc:p,nduig on whether there has low a histone of local subterranean tenwto damage. d. 7be/gritdicrtan shall dill.m ibis part of die table witfithe wind speed from rhe busk wind speed map Jfiguro R301.2(4)Aj.Wind exposure category shall be determined on a site-specific basis in accordance REAR YARD 50'(MIN.) 75.66'to proposed 2nd FL/74.9'to existing 1st FL with Section R301.2.1.A- SIDE YARD WEST 15'(MIN.) 15.0' to proposed 2nd FL/11.3'to existing 1st FL e. The outdoor design dry-bulb teruperature shall be sltlected from the celu:tms of 97t(;percent values-for witnter fNart Appendix L)of the inrentarional Plumbing Code.Dcuiaduns from the Appendix D SIDE YARD EAST 20'(MIN.) 23.7' to proposed 2nd FL/20.2'to existing 1 st FL teraperatwes shall be pumiced to reflect local cUmcac&or,local wuaUter experienc r,as dettam;ned by the buildtns official. AGGREGATE SIDE YARD 35'(MIN.) 38.7' to proposed 2nd FL f. TheJitrfsdicrion shall fill in this part of Lite mbie x itlfl the sciscnia design category determined from Soctiou 8301.2.2.1. NOTE: g. The,futrtdicrimt shall fill in this part of the table wi9di(o)the date of the jsirisdh*r;'s entry into the National 1'IoUd Inaursucc 1h9rain(date of adaption of itis first coda tar o;dinauce for management of LOT COVERAGE 20%(MAX.) 10.2% flood IniZeW areas),(h)the dates)of the flood tnsuuance Study and(e)the panel numbers t:nd dates of the currently affcc!ivc FfflAis and FBPMs or othtrfiood hazard reap adopted by the authority havies LIVABLE FLOOR AREA 850 SF(MIN) 3,528 SF ]urisdkrlon,as amended. HEIGHT 35'12.5 STORIES(]MAX) 25.4' ALI- WORK 514ALL CONFORM To THE 2015 INTERNATIONAL RE51DENTIAL CODE (SECOND PRINTING It. In sc:ortdanee kith Sections k905.1.2,R905.4,3.1,91,905_5_3_1,8905.6 3.1.11905.7.3.1 and 8905.8.3.1,where there has been a historyof luc:al damage from the effects of ice damming,the jmrWietion shall JANUARY 2016). PROJECT IS IN THE 130 MPH WIND ZONE. WOOD FRAMING, ANCHORIN& 4 NAILING TO BE fill in this part of she table with"YE-3."Otherwise,dhc jurisdiction shall fillin this part of the table with"Aho:' L 'l'lie Jurisdicrion,shall fill in this part of the tabic witth the 100-year return period air freezing index(U1"'-days)from Figur[K403.3(2)or from th;:100-year(99 percent)value on the National Climatic.Data INSTALLED A5 SPECIFIED IN THE WOOD FRAME GON5TRUGTION MANUAL FOR ONE 4 TWO STORY FRAMED Center darn table"Air Freezing lladcx-USA Method I(ilase 3216).' DWELLIN65 (WFCM 2015) U51N6 THE PER50RIPTIVE PE-516N METHOD. j, T1te jurisdictfon shall fill in this part o(ttlt table with°the Mean annual tatupwatumt from the Netional Climatic Data tenter data table"Air k4ecaing ladex-USA Method(Mase 32'F)." k. In atccordance with Srction 8301.2.1.5,whore there its local historical data documenting strue'urul damage to buildings due to topugrapitic wind spoed up effects,the jarirdiciionr shall fill in this part of the project: reviislons table with"YFS•"Otherwise,ibv iahrdfcdon sltallirndicata"No"in this art of the tablo. ,t t t r, J at BONDARCHUK RESIDENCE ' L In aeCttrdanre wilt[Figure 8301.2(4).4,whey thele:is local ktistorical data tlocurnea,ting nonsuit wind condition>5,the JurisrGcrfnn shalt fill ut this part of the tEb1e with"YDS"and idtntify Any specific �� �4.-. r/,� requirements.Otherwise•theJrrisdievonshall indiciate"Nil"in this part of the table, 650 Blue Marlin Drive, Southold, NY �5�••.••••••.• ENERGY CONSERVATION INFORMATION m, In aacordanre wiUt Section It30l.Z.I.2.l,1be Jur;sdicCrion shall inciieate t1 a wind-home debris wind zone(s).ad.et alae,rhe jurisrG'cUun shalt iodinate"1V0"in this pact Uf tfta table •aLe••. drawing: �`v:• �� •" �` r•,•0A % SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE ---- --- _.. .. _ ..._ ._ _..__ PLAN - ...._. _. . _..... ... .. SITE This design and plans are THESE DRAWINGS AND SPE l �� 1 , y ! N � f 1 UNDER516NED AND DO, TO THE BEST OF THE uNDER51&NEL KNOWLEDGE, INFORMATION AND BELIEF, �... wC'� J-`�� '°�" ._r`! ---- !'` ..F�• �,i • - .i property of the architect. MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. - - -..-..._.._ --- .I \. -----____-_-._. . _- - number dwn by scale REFER TO ATTAGHED REScheck GOMPLIANGE GERTIFIGATE. _.. SV 'h�.- _ . _- .. .. _... -- SP-001 JJS/AGG AS NOTED DONALD ALBERT❑ Architect AIA All g a reserved. �r••^✓ - Copyright. rights SUFFOLK COUNTY& 5,750 DEGREE DAYS job no. date arl¢hRecG unauthoralzed use o property willhbe �'i, ••,� rg1•• �X 15-52 10-21-16 66 Highland Avenue, Port Washington, New York, 11050. 516-683-1294 prosecuted to the full extent of the law. ��, v�, I�In , � 68'-0" -- ------ ----. KEY 46-0° 22' ° _ - — -0EXI5TIN6 WALL TO BE REMOVED. PATCH AND REPAIR AS REQUIRED __-------___-_-- _-.-- ---....___-- LINE OF EXISTING DECK ABOVE 00 GHANOE) EXISTING FOUNDATION AND FOOTING -- -- — — -- �— - I -- -- — --- -- NEW FOUNDATION WALL ON CONCRETE FOOTING I 5EE PLAN FOR 51ZE O NEW WALL - PROVIDE WOOD STUDS ® Ib" O.G., SIZE A5 INDICATED ON PLAN. A GENERAL NOTES 30 i LINE OF NEW 5.5-P 5TL. COLUMN W/ 6"X12"X3/b" 5TL. PLATE ABOVE. 1) 6.G. 5HALL VERIFY BUILDING SETBACK LINE WITH A LICENSED SURVEYOR ANCHOR BOLT TO EXI5TIN6 PRIOR TO CON5TRUGTION, ANY D15GREPANGIE5 5HALL BE BROUGHT TO THE FOUNDATION WALL. 50LID FILL ATTENTION OF THE ARCHITECT. W/TOP COURSE IN CONTACT WITH PLATE (TYP) 2) 6.0 SHALL LOCATE ALL EX15T. d NEW 5ERVIGE5, ELECTRICAL, EX. UNEXCAVATED TELEPHONE, HVAC, 5EPTIG 5Y5TEM, ETC., PRIOR TO COMMENCEMENT OF i (SLAB ON GRADE) EXCAVATION. 6.G SHALL BE RE5PON51BLE FOR ALL CO5T5 IN CONNECTION i . 1 WITH CONDITION5 AT TIME OF BID. j I 3) PRIOR TO POUR OF RETAINING WALL AND CONCRETE HAUNCH, 6.G. SHALL i VERIFY ALL FIN15WO FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION 1 WALL, ANY 015GREPANGIE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 4 OI ! (, ' I 4) GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATION5 ` l V-� 1 X v O PRIOR TO SETTING 5TRUGTURAL BEAM5, ANY D15GREPANCIE5 SHALL BE i N HW 1i: _� I BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO LINE OF EXISTING WINDOW TO � � X 5) 6.G. SHALL VERIFY d ESTABLISH ALL FINISHED FLOOR ELEVATIONS X PRIOR TO GON5TRUG- TION. ANY THRE51-101-05 THAT MAY EXCEED 1/2" SHALL REMAIN (`rYP) -uO w ! EXIST. m O I BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION X FORGED -" x NAIR I b) LOCATION OF ALL HVAC RETURN DUGT5, R.E615TER5 AND BA5EBOARD LINE OF EXI5TIN6 FOUNDATION EX. CRAWLSPACE WALL � FOOTING TO REMAIN (TYPJ ' 1 I CONVECTORS SHALL BE VERIFIED IN THE FIELD WITH THE ARCHITECT PRIOR 15'-10" N.I.FJ 12'-b" N.I.FJ TO IN5TALLATION. ------------ -- PROVIDE 5/8" TYPE "X"' GYP. BO. WALLS CEILING A5 PER CODE EXIST. EXIST. EXIST. —1 EXIST. �_ EXIST. 0— EXIST. (TYPICAL) LINE OF NEW 3.5"4P 5TL. COLUMN ON 12"x12" CONCRETE LINE of NEW 5.55.5"4)" 5TL. COLUMN ON I EXISTING BASEMENT I 12" CONCRETE X12" CONCRETE PIER ON I PIER ONX24"X12" t-II'-O" 61-6. HT� WI O COLUMN ABOVE NJ FJ 24'X24"XI2" CONCRETE FOOTING. j v �� = ALIGN WITH COLUMN ABOVE N•I.FJ O (2)2X10 • — — `� ® ~ 2SCI6 FJ ®Ib" 01G)"' 1 X O ; LINE OF EXI5TIN6 FOUNDATION i i I i X l I I I lel i l l N iv j _ � ---i' i � i i , i _ LINE OF POINT LOAD FROM � WALL 4 FOOTING TO REMAIN ITYPJ ABOVE (TYPJ LIOF NELINE OF EXI5TIN6 5TAIR5 TO BE (2)2X10 REMOVED, AND OPENIN�6 TO BE i Sp T, " LINE OF EXISTING CONCRETE b"XI2"X3/8w TL.PLATE ABOVE FILLED IN WITH NEW 2X110 ® Ib" O.G. I PIER TO BE REMOVED r ANCHOR BOLT TO EXI5TIN6 4 31-(x" �}" 3'-2" -- -- - FOUNDATION WALL. 50LID FILL G1.q , i I I _ EX. UNEXCAVATED PLAr�E( IN CONTACT WITH EX15T. EX15T.EX15T.— EXIST. (SLAB ON GRADE) — i EX. UNEXCAVATED, PROVIDE NEW 5A5EMENT (SLAB ON GRADE) STAIRCA5E W/ 3/4" OAK TREADS _ UP LINE OF NEW NON-BEARING (6ULLNO5E) 4 OAK R15ER5 W/ WOOD - - — —` I COLUMNS HAND RAILIN66 A5 PER NY5 CODE I O LINE OF NEW 35"0 5TL. O X - COLUMN ON 1211X12" CONCRETE dJ O I ! i 1 X I PIER ON 1 CONCRETE FOOT N6. ' j LINE OF NEW NON-BEARING GOLUM45 o LINE OF EXI5TIN6 WINDOW TO Ci x REMAIN (TYP) I I (27—( dJ CEX15T. OIL TANK `p i 2 i (RELOCATED) N (2 _X10 I L I (. )2X10 Q 1 2b16 2818 CUSTOM CUSTOM -- — -- -- — — - -- 6LIDER 6LIDER LINE OF EX15TINO AIR HANDLER A B ABOVE TO REMAIN 00 00 7 LINE OF EXI5TIN6 5EWA6E LINE OF RELOCATED OIL TANK REMAIN TRAP AND WA5TE LINE TO -- LINE OF NEW 3' CONCRETE APRON ABOVE. LINE of NEW CONCRETE 4" CONCRETE 51LAB W/bxb STAIRS ABOVE _ l0/10 WWM ON b MIL VAPOR b'-b" 5'-b" BARRIER ON b" GRAVEL ON COMPACTED FILL 281-0" I b'-O" 221-0" BASEMENT AND FOUNDATION PLAN SCALE: 1/4" = 1'-0" project: —twill 11111'. revisions ,`�► f - 1• �, i��� BONDARCHUK RESIDENCE 5��.•-•••••., �* - 650 Blue Marlin Drive Southold NY ,V�,•'•.�. AL� '••rC� ; drawing: U [t O • � Q •S .tl� •i BASEMENT & FOUNDATION PLAN This design and plans are t ; prroperty of the architect. a number dwn by scale A DONALD ALBERT❑ Architect, AIA Copyright. All rights reserved. ••• ✓ �2; ••r A-100 JJS/AGG AS NOTED ".;-.178 •. •O.�` Job no. date Thisarclhecign an Unauthoarerized use or copy will the hbe '�•� fill, t�l�.� ,````, 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the low. KEY 221-0" --- EXISTING WALL TO REMAIN EXI5TIN6 WALL TO BE REMOVED NEW WALL — PROVIDE WOOD STUDS ® 16" O.G., 51ZE AS INDICATED ON PLAN. UL. APPROVED 51N6LE STATION SMOKE DETECTOR INTERCONNECTED 4 HARD WIRED W/ BATTERY BACK-UP A5 PER STATE CODE 1060.10 (LOW VOLTAGE, COORDINATE WITH ALARM 5Y5TEM) 15 AGM U.L. APPROVED 51N6LE STATION GARBON 0 MONOXIDE DETECTOR INTERCONNECTED 4 HARD WIRED W/ BATTERY BAGK-UP AS PER STATE CODE CXWt50 P3050 CXW15* GM150 P3050 CM150 3.50 ST. COL. W/6 X 12 X 3/8" (2)2X10 M.L. (2)2X10 M.L. - --- -� OVERHANGLINE OF ITONREMA NF GENERAL NOTES A EX. DECK FWH3168AL 5TL. PLATE TO BEAR ON 30 FOUNDATION. SOLID FILL, ALL ( 3.54) ST. COL. W/6 X 12 X 3/8" COUR5E5 IN CONTACT WITH X I Q X 5TL. PLATE TO BEAR ON I) 6.G. SHALL VERIFY BUILDING 5ETBAGK LINE WITH A LICENSED SURVEYOR PLATEFOUNDATION.CONTACT FILL, ALL PRIOR TO GON5TRUGTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE — — EXIST. 2"xb" GJ ® 16" O.G. v %—- -� PLATE E5 IN CONTACT WITH ATTENTION OF THE ARCHITECT. E � PLATE FW6 10068-4 FWG 12068-4 FW5 10068-4 _ NEW W12X26 (FLUSH) /� 2) 6.G SHALL LOCATE ALL EXIST. 4 NEW SERVICES, ELECTRICAL, LINE OF EXISTING WINDOW TO - - - TELEPHONE, HVAC, SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF - _ - BE REMOVED. PATCH (2)2X O (2)2X10 M.L. (2)2X10 ML. REPAIR A5 REQUIRED EXCAVATION. 6.G SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION O . _ WITH CONDITIONS AT TIME OF BID. _ X � 3) PRIOR TO POUR OF RETAINING WALL AND CONCRETE HAUNCH, 6.G. SHALL TO EXT. i pN EX. FAMILY ROOM 3,�„ V VERIFY ALL FIN15HED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION LINE OF NEW SECOND FLOOR ABY. v t8'-5" GLC. HT. � TO EXT. WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO ATTENTION OF THE ABOVEWAL1ARCHITECT. �! (PATCH REFINISH k� WALL ABV. EX15TINO WOOD FLOOR) � V 4) 6ENERAL CONTRACTOR SHALL VERIFY ALL FIN15HED FLOOR ELEVATIONS AREA OF EXISTING ROOF TO -� ® - ►= ji - PRIOR TO SETTING STRUCTURAL BEAMS, ANY DISCREPANCIES SHALL BE REMAIN ® ® N 2)2x1 u; ® �� BEDROOM #3 EX. LIVING ROOM v EX. DINING ROOM ® tn BROUGHT TO THE ATTENTION OF THE ARCHITECT. _ Z_ � O (PATCH REFINISH N N O (PATCH 4 REFINISH Q t8 O GL6. HT1±&'-O" GL6. HT x �' --- - --- j EXISTING WINDOW TO REMAIN 5) 6.G. SHALL VERIFY 4 E5TABLI5H ALL FIN15HED FLOOR ELEVATIONS (PATCH 4 REFINISH EXISTING WOOD FLOOR) X ) PRIOR TO CONSTRUCTION. ANY THRESHOLDS THAT MAY EXCEED I/2 SHALL N EX15TINO WOOD FLOOR) O O EXISTING WOOD FLOOR) rt• cV N I BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION X EX. �� w 1 t j 6) LOCATION OF ALL HVAC RETURN DUCTS, REGISTERS AND BASEBOARD u1 W.C. � _ __ LINE OF NEW SECOND FLOOR CONVECTORS SHALL BE VERIFIED IN THE FIELD WITH THE ARCHITECT PRIOR �i N X 5D LINE OF NEW 4x4 P05T OFFICE p ABO TO INSTALLATION. X -- - - uxi I W 2)2x1 N•1.F) _ 12'-8" (V.I.F) -- -- I LINE of EXISTING BEARING WALL (2)2XIq n rA ' - WINDOW & DOOR NOTES (2)2X10 (2)2x10 LUSH) (2) 2X10 M.L. W/ 3/4' STL. - (3)2X10 ML. (FLUSH - �I - FLITCH PLATE - LINE OF WINDOW TO REMAIN (`TYP) N I I I ~ EX. Q _ N 1) ALL NFJ^! INTERIOR DOORS SHALL BE 6-PANF1. SOLID GORE DOORS, H; ; 35•P ST. COL. W/3 12 X 8 w LINE OF NEW 4X4 LAUNDRY W p `r PAINT GRADE. (5EE SPEC) X 3/8' 5TL. TOP PLATE LINE OF EXI5TIN6 BEARING WALL iU I 0 �! LINE OF NEW KNEE WALL I v F POST(TYP) \\ V ' �- - -_ LINE OF NEW 4X4 P05T TO BEAR 2) ALL DOOR KNOBS, LATGH5ET5, AND MI50 HARDWARE SHALL MATCH ® 36" A.F.F. + O O ON FOUNDATION BELOW EXI5TIN6 ® 'T'T T7�(2) X10 - _ ® 3 EX. KITCHEN V�� ' '- ______-_ ___.____-.__ AREA OF EXISTING ROOF TO AAR 3) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS AS REQUIRED. m v . o LN. CLQ [141� " / „'- " - 4' I" 4' \ q-0 t8-O GIL6. HT354' ST. COL. � � xxREMAIN 4) UNDERCUT ALL DOORS AS REQUIRED FOR CARPET, SADDLES OR OTHER 0 3 1 4I I u W / x (NO GHAPVGE) W/6 X 12 X 3/8 u- FLOOR CONDITIONS. LINE OF WINDOW TO REMAIN (TYP) �t l! t! N X i I I i I I I \ I = O STL. PLATE TO O EXISTING WINDOW TO BE N EXIST. 1 N X. GARAG 3 ._ I I i I X. NTP, N BEAR ON N I RELOCATED OR REMOVED A5 5) ALL NEW WINDOWS SHALL BE "ANDERSEN= 400 SERIES" DOUBLE-HUNG w O O I OPEN ABOVE U1 FOUNDATION. t8'- HT NEEDED WINDOWS UNL E55 OTHERWISE NOTED. ALL WINDOWS TO BE LOW-E IN5ULATIN6 \ I X I SOLID FILL, ALL (EXISTING FLOOR / 6LA55 WITH SIMULATED DIVIDED LITE5. PROVIDE WINDOWS COMPLETE WITH w COURSES IN I 3.50 5T. COL.W/6 X 12 X 3/8" IX / \ TO REMAIN) i ,t= WINDOW SCREENS AND HARDWARE (COLOR TO BE SELECTED) SIZE AND N \ ~ CONTACT WITH N -- -- 5TL. PLATE TO BEAR ON tt' Sp / U1 � I j- /------" - MODEL A5 NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO /(2)2-XIO PLATE 'X FOUNDATION.SOLID FILL, ALL :: I BE PINE. ANY GLASS NOT ABOVE Ib OF FINISHED FLOOR TO BE TEMPERED. COURSES IN CONTACT WITH (2)2X10 / (2)2X10 - NEW WI2X26 (UPSET) - PLATE 6) TRIM - WINDOWS 4 DOORS 4 FLOOR TO MATCH EXI5TIN6 LINE OF WINDOW TO REMAIN OYP) 50 ii 1sl� DN - EXIST. EX15T RR _EXIST RR 1) PROVIDE GROWN MOULDING IN THE DINING ROOM, LIVING ROOM, 4 j I EXIST. 2"xb" J ® 16"OC - -- MASTER BEDROOM N ; ti I .1 I OVERRAN LINE OF 1TONREMAIN 80 ALL FLOORS OAK (EXCEPT BATHROOM) v X (3 ! �� L. I v v v q) BATHROOM FLOORS - PROVIDE NEW CERAMIC TILE ON MUD BASE, 4' O O O LINE OF NEW I UP ALL WALLS, EXCEPT FULL HEIGHT WALLS AT SHOWER OR TUB5 WITH HALL BEDROOM #4 I ' N NNEW SECOND FL. I ( I sHowERs v I i i ss It ® ® TO CANTILEVER I 10) PROVIDE TEMPERED 61-A55 WALLS/DOOR AT NEW SHOWERS I (PATCH WOOD FLOOR 4 I I cV RE-FINISH) 4' 2'-0" &4fill " X — _ ►0— LU I � _ _ _ EXIST. EXIST. ` EXIST. OH 6ARA&E DDOOR EXIST. OH GARAGE DOOR HVA� --------- -- - 4 T RR C NOT ES CI-. EX[ EX. A EXIST RR I Q 1) FORGED AIR HEATING AND GOOLIN IN ALL ROOMS (3)TW5046 (MULLED) LINE OF NEW 3' CONCRETE 2) RADIANT HEAT IN NEW BATHROOMS APRON TO REPLACE EXI5TIN63) ZONES: 15T FLOOR: EXI5TIN6 FIRST FLOOR ZONE TO REMAIN 2' APRON. PITCH AWAY FROM 2ND FLOOR: TWO (2) ZONES FOR HEAT 4 A.G. LINE OF EXISTING AIR HANDLER A PROVIDE 3.50 5T. COL UMN B GARAGE TO REMAIN O0 WRAPPED WITH 10"XIO' PERMA 0 LINE OF EXI5TIN6 WINDOW TO BE CAST COLUMN (TYP) REMOVED. PATCH 4 REPAIR AS PROVIDE 2 BLUESTONE REQUIRED PAVERS ON 4" GONG. SLAB W/ --------_—.__.._-.-_.-- --_------__.__.-- 6x6 10/10 WWM ON 4 MIL VAPOR BARRIER ON 6" &RAVE.. ON COMPACTED FILL 14:-0e 14'-0" 5'-8" 6'-8Ir " 28'-0" _ 22'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" project: revisions BONDARCHUK RESIDENCE 650 Blue Marlin Drive, Southold, NY drawing: ' V`,' r✓ �� • �q <C. FIRST FLOOR PLAN This design and plans are property of the architect. *• ; • -1 number dwn by scale _ Copyright. All rights A-101 JJS AGG AS NOTED DONALD ALBERT❑, Architect, AIA reserved. job no. date This design and plans are property of the ; ' �� '•:�178�?•••�.�;• architect. Unauthorized use or copy will be '�, ' "•• yJ ' 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. �•,r�'O;- N 1;111 `` KEY 14'-4" 22-q 2-O EXISTING WALL TO REMAIN NEW WALL - PROVIDE WOOD 5TUD5 ® 16" O.G., SIZE AS INDICATED ON PLAN. `n n NEW BEARING WALL - PROVIDE WOOD STUDS ® Ib" O.G., 51ZE AS INDICATED ON PLAN. Of ak UL. APPROVED 51NOLE STATION SMOKE DETECTOR C D- Div ` ( INTERCONNECTED 8 HARD WIRED W/ BATTERY BACK--UP AS PER STATE D VOLTAGE COORDINATE WITH ALARM5Y5TEM) � G` GM jilU.L. APPROVED SINGLE STATION CARBON t e aS i ,�(\ ------------------- LINE OF NEW ROOF ABOVE MONOXIDE DETECTOR INTERCONNECTED dHARD V� -....._...- -._. t-L WIRED W/BATTERY BACK-UP AS PER STATE CODE _ P, - V - -�-- - - MASTER BATH - PROVIDE CERAMIC TILE FLOOR ON I" MUD SETTING BED. ON A 3/4" PLYWOOD SUBFLOOR GENERAL NOTES 0 GLUED 4 5GREWED. INSTALL WONDER BOARD LINE OF FIRST FLOOR WALL I AT SHOWER WALLS d TUB 1) G.G. SHALL VERIFY BUILDING SETBACK LINE WITH A LICENSED SURVEYOR PLATFORM, M.R. BOARD BELOW � ------------------------- ------ PRIOR TO CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE AT ALL OTHER WALLS 4 ATTENTION OF THE ARCHITECT. CEILIN65 (IYP), CLEAR 5HOWER _ OXW1450 _ 45 GXWI45* CXWI45* 45 GXWI45* GXWI '" 45 GXWI45* — A51 G 3 _ 15URE (SEE 5PEG5), �" W ENCLOSURE 2) C7.6 SH L LOCATE ALL EXIST 4 NEW SERVICES, ELECTRICAL, -- - -- -- - - -- -- B% -- PROVIDE EXHAUST FAN, TELEPHONE, HVAC, SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF (2)2X12 VENT TO EXTERIOR (50 EXCAVATION. 6.G SHALL BE RESPONSIBLE FOR ALL G05T5 IN CONNECTION • (2)2X12 (2)2X12 2X8 2--- _ WITH CONDITIONS AT TIME OF BID. 4" 13'-6" 4' 18'-4" 12'-0" 4 ; CFM MINIMUM). O 3) PRIOR TO POUR OF RETAINING WALL AND CONCRETE HAUNCH, 6.0. SHALL m VERIFY ALL FIN15HED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION LINE OF WALL BELOW — - --- ----- -- --- - VERIFY LOCATION OF WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE /�.---.-__-- ---_- -- _-_ EXISTIN6 CHIMNEY EXTENDS 2'-0" ABOVE NEAREST 10' ARCHITECT. LINE OF NEW ROOF OVERHANG L 2'-4" I I ' I ' I IMASTER I HORIZONTAL ROOF 4) GENERAL CONTRAGTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS ABOVE BEDROOM 2 - O o ALL-PURPOSEROOM MASTER BEDROOM #1 0 ` _ � I BATH � PRIOR TO SETTING STRUCTURAL BEAMS, ANY DISCREPANCIES SHALL BE Iiq'-0O' AFF - `a Q I tq'-0" AFF " I I iq'-O" AFF .� ( " ❑ BROUGHT TO THE ATTENTION OF THE ARCHITECT. = tq-0 AFF o 3/4" OAK FLOOR ON 3/4" ® ® 3/4 OAK FLOOR ON 3/4 3/4 OAK FLOOR ON 3/4 ® c_v PLYWOOD SUBFL OR Q PLYWOOD ,SUBFLOOR -► 5) 6.0. SHALL VERIFY +1 ESTABLISH ALL FINISHED FLOOR ELEVATIONS m I GLUED +F SGREWED.ir PLYWOOD R •� n GLUED at 5G I I GLUED d S�GREWED. I O : "" _ PRIOR TO CONSTRUCTION. ANY THRESHOLDS THAT MAY EXCEED 1/2 SHALL LINE OF EX15TINO ROOF ❑ v I d ��' BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION BELOW I a. ❑ X N I " I � I I N I N �' '�" • �'� -_----_---- _- - ----___- ---__--- LINE OF NEW SOFFIT ® 8'-O° REGISTERS AND BASEBOARD V LINE OF NEW 48 LINE OF PUILLDOWN ^J A.F.F. ABOVE (TYPICAL) 6) LOCATION OF ALL HVAC RETURN DUCTS, VERIFY Lor OF _ O 48" CUPOLA STAIR TO ,ATTIC � CONVECTORS SHALL BE VERIFIED IN THE FIELD WITH THE ARCHITECT PRIOR EXI5TIN6 CHIMNEY. DOUBLE J (2) L — J d I LINE OF NEW 6X6 6LA55 TO INSTALLATION. RAFTERS ON ALL FOUR 51DE5 I l.— _ � � /-----_--. _.____.-.--------_---- ------_-- BLOCK WINDOW (HEAD HEIGHT 5P all d1 m (2)2X8 (2)2X8 — - - --� (2)2X12 RIDGE ry — (2)2X12 RIDGE — WINDOW & DOOR NOTES c� 2 2X8 2 2Xb _ (2)2X10 M.L. _ 3068 — 0 ` LINE OF NEW SOFFIT® 8'-O" lY LU5H� Q (2 2X10 M L. _ O N 4 N I 0 �p g _ n �j _ 1) ALL NEW INTERIOR DOORS SHALL BE 6-PANEL MA50NITE DOORS, PAINT A.F.F. ABOVE (TYPICAL,) J N (20) 2 8 O I 1 O N � I / --------- - - -- --- -{ LINE OF NEW ROOF ABOVE GRADE. (SEE SPEC) 7:71t r Q CLOSET X OFFICE — x X - 2) ALL DOOR KNOBS, LATGH5ET5, AND M15G HARDWARE SHALL BE AS PER O u1 ,-0a AFF „ „ N „ SPECS - 2-0 ��4-0 O p :tq-0 AFF I ,Y 0 3/4" OAK FLOOR :fl 2 V 3) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS AS REQUIRED. LINE OF NEW 6XF6 6LA55 5/4" BLOCK WINDOW (HEAD HE16HT ® ® / I 5U FLO PLYWOOD ( --_-_ -_-.---__ -_.- - SUBFLOOR GLUED ® (2)2X10 - --{ LINE OF WALL BELOW 4) UNDERCUT ALL DOORS A5 REQUIRED FOR CARPET, SADDLES OR OTHER ® '►'-6") I �1 dJ v \ / dJ d SCREWED. v N o I SIT INC AREA CLOSE _ FLOOR CONDITIONS. � _- I LINE OF EXISTING ROOF - Q - 5) ALL NEW WINDOWS SHALL BE ANDERSEN: 400 SERIES DOUBLE-HUNG BELOW BATHROOM - PROVIDE � BATHROOM � t j t j \�// LINE OF NEW 4X4 I � t8� " A� t8'-0" A 6� WINDOWS UNLESS OTHERWI5E NOTED. ALL WINDOWS TO BE LOW-E IN5ULATIN6 I P05T (TYPJ - CERAMIC TILE FLOOR ON / \ 6LA55 WITH 51MULATED DIVIDED LITE5. PROVIDE WINDOWS COMPLETE WITH I" MUD SETTING BED. ON IS-6 / 4" 12'-6" 4 q'-0" 4" 8'-6" 4" WINDOW 5CREEN5 AND HARDWARE (COLOR TO BE SELECTED) 51ZE AND 3/4" PLYWOOD 5(IBFLOOR 4" 13'-6" - MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO 5D GLUED � SCREWED. i , BE PINE. ANY 6LA55 NOT ABOVE 18" OF FINISHED FLOOR TO BE TEMPERED. INSTALL WONDER BOARD :J:j�j - F o - I -- ---AT 5HOWER WALLS, M.R. (2)2X8 ° ^ GM 2X10 ML. (FLUSH) (3)2X10 M.L. (FLUSH) _(2 2X8 (212X8 BOARD AT ALL OTHER WALLS d CEILINGS (TYP), ,� A21 (2)2 (2)2X10 310 A21 - - - : CLEAR TEMP. 6LA55 I T 2 * — — — — — — — — HABITABLE SPACE SHOWER ENCLOSURE (5EE OVAL (MUL ED) SPECS), PROVIDE 3'-6" 4' 3'-6" —' — BEDROOM 2= 224 EXHAUST FAN,VENT TO __ REQUIRED ACTUAL LIGHT - 85K = II.q2 d, 43.5 � EXTERIOR (50 GFM VENTILATION - 4A5 = 8.qb 14.5 9� MINIMUM). ( I I MASTER BEDROOM= 3q5 _ REQUIRED ACTUAL LIGHT - 8RS = 316 41 q5.2 ---- -....--_-_-_------.----_-._-- _ VENTILATION - 4% = 15.8 3q.2 " _ N iv (2)2X8 (2)2X8 -- -721— — A B 00 00 5'-4" II'-2" 2,�a 2'-10" Ir 3'-8" 10'-10" SECOND FLOOR PLAN SCALE: 1/4" = T-0" project: r Islons ,1��,��r r rof j" i BONDARCHUK RESIDENCE 11 .2 5.16 F. . 650 Blue Marlin Drive, Southold, NY ���• v� • �.; ALS`•• �` drawing: "•ev Ute' `.�y •,,�,A ' p 0 SECOND FLOOR PLAN This design and pions are _ It property of the architect. r number dwn by scale DONALD ALBERTO Architect, AIA Copyright. All rights reserved. - A-102 JJS/AGG AS NOTED ,p • A2'�•• c ate This design and plans are property of the �'�, TA*••.�.i 7...•'`• �` X15-52 d10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 architect. r se uted tooutherifulldextent of the lalwbe �i,' , ��_ t`�JI'�J� ` KEY B it I ! ; If I ; d ! li I , I! PROVIDEG D I FROM THE EAVES EDGE TOA GENERAL NOTES !I ( ;! Ii !� I it a - - - --- POINT AT LEAST 2'-0" INSIDE THE EXTERIOR WALL LINE AND I II I II II I I; i ii iI i; I ALL VALLEYS, HIPS, 4 A5 ill II II I '' I INDICATED it PROVIDE ALUMINUM E,U1fTER5 i ;; ! 1 it N '! I �) j ! 1) 6.0. SHALL VERIFY BUILDING 5ET13AGK LINE WITH A LICENSED SURVEYOR LEADERS ! I� - i, I! PRIOR TO GONSTRUGTION, ANY DISGREPANGIES SHALL BE BROUGHT TO THE - - ATTENTION OF THE ARCHITECT. - - -- - - - - - !� PROVIDE STEPPED LEAD 5HIN&LE5 (SEE 5PEC5) ON 500 II I I I !Iii t COATED COPPER FLA5HING AT 2) 6.G SHALL LOCATE ALL EXIST. NEW SERVICES, ELECTRICAL, PROVIDE NEW ASPHALT - -- --- ' _ _ I _ _ I BRICK VENEER AND ROOF TELEPHONE, HVAC, 5EPTIG 5Y5TEM, ETC., PRIOR TO COMMENCEMENT OF FELT ON 5/b' GDX SHEATHING I i i i I I, - - - _ - - - _ _ _ - - - INTERSECTION AS REQUIRED N51BLE FOR ALL COSTS IN CONNECTION - - (TYPIGAL) I ! I 1 WI<HAGONDITINS AT TIME OF BID.O - - ! . I _ - - PRO TIVE TERRA 3) PRIOR t0 POUR OF RETAINING HALL AND CONCRETE HAUNCH, 6.G. SHALL -- -- _ LINE OF WALL BELOW ! - - GOTTA FLUE GAP ANY DISGREPANGIES SHALL BE BROU61 IT TO THE ATTENTION OF HE D GO - - i VERIFY ALL FIN15HED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION ! -- - WALL, A 5 - - - -- - ARCHITECT. PROVIDE AZEK FASCIA„ I ', ',' (I' - 12 12 -- - -- -- _ T PROVIDE CULTURED STONE A BEADBOARD SOFFITS WITH I I i i 1 - - - - _ _ - CHIMNEY. DOLOR TO MATCH 4) GENERAL CONTRACTOR SHALL VERIFY ALL FIN15HED FLOOR ELEVATIONS PITCH - PITCH WATER TABLE. SEE ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS, ANY 015GREPANCIE5 SHALL BE CONTINUOUS VENT AND EAVES ! ' - -- - - �'----- -"'- - I !. I,; :.i, - - - DOWN - Dowty !, - -- i--- r (TYPJ SEE DETAIL - - - BROUGHT TO THE ATTENTION OF THE ARCHITECT. N 11 11 IT PROVIDE LEAD COATED 5) 6.6. SHALL VERIFY ESTABLISH ALL FINISHED FLOOR ELEVATIONS �_ COPPER CRICKET STEPPED PRIOR TO CONSTRUCTION. ANY THRESHOLDS THAT MAY EXCEED 1/2" SHALL - - -- COPPER FLASHING A5 BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION ! - ! ! REGKJIRED 6) LOCATION OF ALL HVAC RETURN DUCTS, RE615TER5 AND BA5EB0ARD PROVIDE ICE WATER SHIELD TIM _ - - L BE VERIFIED IN THE FIELD WITH THE ARCHITECT PRIOR ! I I i I' ! - - 1- - --_ - - - - - - - _--- -- - TOIINSTALLATION. FROM THE EAVES EDGE TO A -- - - 2X LLLI _ - _ - - PROVIDE CONTINUOUS VENT _ RIDGE (TYP) SEE DETAIL POINT AT LEAST 2'-0' IN51DE THE EXTERIOR WALL LINE AND ; - 5HHINN6LE5 5EE 5PE 5 ON 50# 5 HIPS � A5 ! . . . .,.. . .' . . .�.- . . N . . . � --- - __..._ ( ) j� I ALL VALLEY N - INDIGATED I I I N . N - - - - i I I ! - TON /b" COX SHEARING 2Xb PROVIDE DECORATIVE TERRA - COTTA FLUE GAP ! i ; I I i I - -- - -- - -_ - -- PROVIDE AZEK FASCIA, I i - _ ! III BEADBOARD SOFFITS WITH ' ----- -I I --- -- -- CONTINUOUS VENT AND EAVES ULJiL PROVIDE STEPPED LEAD - - -- - - - COATED COPPER FLASHING AT ' I - - -' -- -- - I ! OF I (TYPJ SEE DETAIL BRICK VENEER AND ROOF - INTERSECTION AS REQUIRED N p- I PROVIDE CULTURED STONE AT 1 CHIMNEY. COLOR TO MATCH i I x ! 5 - - - - - -- ! I ! �--- --- -- - -I LINE OF WALL BELow WATER TABLE. SEE ELEVATIONS ! ! ! - -- � I , I - 12 12 PROVIDE LEAD COATED COPPER j - CRICKET STEPPED COPPER PDIOTC�I PITCH - I E°D ,MINUM 6UTTER5 4DOS FLA56 A5 REQUIRED LEADERS I -- - — - -- — - I it I PROVIDE CONTINUOUS VENT ® RI06E. (fYPJ SEE DETAIL - I it ! I� I II ! li J li j '', I I! I �I I I! II 'I I - -K I I i I I I 11 11 I ill i ` _ j I: i'. I n li r i I jl I 1.� ' i. III !, i i I I II I is 'i 11 tl i; II '� I i t R �g I I , I ! ! i 1 1 ! 16 I ! I I ! I i r I, !; ! I ! I! a I i '' .�i .. I' ' I II j, I ` �! �I I ;1 ; I, I I , ► I i! ; i I I, '' II I � !I i I !III ! I I,I I I I I I i ! � ! i I I i ! I, I i. I II li I II !i �► � III ! C 11 II I I ii 1 II I, •I i I' ' A B 00 00 ROOF PLAN Ldi SCALE: 1/4" = 1'-0" project: revisions BONDARCHUK RESIDENCE 650 Blue Marlin Drive, Southold, NY �: ti��.•' '•• •r. drawing: Ute j .�` ROOF PLAN = ° This design and pions are . 6 property of the architect. t number dwn by scala A-103 JJS/AGG AS NOTED DONALD ALBERT❑, Architect, AIA Copyright. All rights reserved. % �' • . d+ •.o.01792•' Job no. date This design and plans are property of the �.���A�,'••..•••�' tJ 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 plrosecuted touthefull extent the law. i� ��I�`O� '+1��;;'```� :1 - s6. E 11� Q tV N --=- -- --- ' I - f , i I i- 1.! i 11,f f f ( .. . 1 I_I I l ii !,.,I.! r (;I ;11 fi !!il, !, ,! I � �' li Il.11�l..11 I1.ILIlI 1!_11111 111,.1 ! 11 llll ! 1I.,I,illl (1 1� 1 111 1111111 111.111.1 I'll.! I, . I : 1, , :..,.. � : : .• .• . • !,',, i ! ''!1' '�' ''' �'��' 11 Ill 1111 . ll I l II. III 1 1.11 .111 I I II Ill ! i 1,1.11!,1_,! :; l;i I ! II III !„! � �; .!I I ;! 11,:11 1 , I: ;.. ; ,i .. .i1�1� .�... .., . . ,. .•. . ,I 1L 1 I kl ILI I LLI III I I II , , „ , „ , • '� ., �!',!•I, I,i i I,I ;I,I 111.,1 , ., !,,,I,L. ,I !� 1,!1.I! 1 I. 1 I I.!f I.l III 11 1 1 LI li I. I-,,.I,I I 1.i I I I 1 I 1 I,I li I 1'1 , , . . •LI '�,I 1 I !� 1 I I � I I i I.I I �, ; ,. I I !,�,,!i � � i,l ;1,,i.,! it .,I. ! .,.1,1,1!1,1 I,ll Iltl. 111 III I_I II 111,1 I li III ! l !I I!! ! III I � ` ` ” "• � • ' , „ ; , , „ . ILI 1111 II I ! !,l.! II_I I I I! II I I I kl,!' .I iii II I, ,!,1 II .,Il i ! 11IIf IIII111:.1.1liII! ! ! II ! 11_I ! !!,! II Ii ' 1 !.I LI 11111 1 �1 � 1 III !. . . . . . ., .. . . . ., !I t I�i ! 1 II Il I!II iii I II ii 1111 111 I II II f!Illi It�l'll II II Ilii 111!;I Il 11,I!I I! I ; I' !;III ,1 -- _4,111 ., •I I - - -- T.O. PLATE T.D. PLATE - - --- - - - - I i H L I IAJ,�� Q Q _ dl� II I I ILI (,! ' III! ,f I,! li. !I I I' :I"I !1!' !� ,,.. • • ••, •• . 44 1I 111 1 I "it !�, ..1,,. '' Illi , 2nd FLOOR 2nd FLOOD - --- - - - - , I I ;i1 ! -- -- - !, II i': J! .I ! I,I !1'i j I,; ! -_ - --- ------- - -- ------- -- - --- -- --- T.O. PLATE T.O. PLATE:- - - - hi I I I ! Oil i 1 ; QI - - -- ---- -------- _ ' i it II 'I'• i� I I I�I'i -�- � I j1 tlI1 j I - Ist FLOOR Ist FLOOR --- I ,,i iii � �%ii ii%• c*�' r I BASEMENT - ASEBASEMENT—, MENT-- - - - - - - - - ---- - - - - - - - -- - - - - -- - - - - - -- NORTH ELEVATION SCALE: 1/4" = 1'-0" ELEVATION KEY NOTE E} I I - - --- - DE5GRIPTION VENT AND STRAPPING. SEE PROVIDE GONTINUOl15 RIDGE ! I DETAIL PROVIDE '40 YEAR" TIMBERLINE ARCHITECTURAL ROOF 5HINSLE AT 1-1 I !r t I!T I I l,i;I 1 ( 'i l! 1 i ! 1 1,I I I 1 I,I ! I f i I! i,"Hill I I f I ! !I I,I ALL ROOFS ON #15 FELT ON 5/8" COX SHEATHING. ! Ill-! ! !L11'! I ' �' Ilil ! 'I Illll ' ! I I! IIII III l !I I! L! IIII !I ! i : l! ! ! !I'll! ! ! !,I'I !i il, :l _'!i ISI I1 i1j 11,!11 II! 111!! !' ' ,I AD..X15T SLOPE OF SHED ROOF OVER FRONT PORCH 50 THAT ROOF LEDGER 15 4" BELOW THE WINDOW SILL !llL lI llL..IlI_li.l.lil ll Ill l!l 1i l.1 1l 1l 11l l Il kI,I i1,!III,1 !' 11 1 !!lI!'II I1iiI II I ii 11i1 ,,1; PROVIDE DEGORATIIVE TERRA GOTTA FLUE GAPSEE 1 ; 1 IIIIIII I111III! ; III I SPECIFICATIONS — -_ __ - - -----_ -- - ! i I 1 I ! I .L�I 1 !I f 1 I,i! 1 I li ! � !!',!i,!,I,I'' i I�:i �'; PROVIDE NEW 11 -BOARD' SIDING ON I" 'THERMAX' RISID FOAM ! - l INSULATION (R-6.5) ON 15� FELT O " GDX PLYWOOD (TYPJ N 1/2 ---- -------- --- ---- ! i 1!:11'111 ! j 111 I iij 'I'll! j ! i', I.L! --- -- -T.O. PLATE PROVIDE LEAD COATED COPPER CRICKETS AND FLASHING AS REQUIRED T.O. PLATE- -- - 1 PROVIDE NEW CULTURED STONE SIDING AT EXISTING CHIMNEYS (TYPICAL), STONE COLORS TO BE GREY d TAN BLEND. PROVIDE NEW ALUMINUM 6UTTER5 4 LEADERS TO CONNECT TO NEW r +1DRYWELL. (TYPICAL) ! ----------------------- Q PROVIDE 'AZEK' BEADBOARD 4 CONTINUOUS VENT - SOFFITS 4 EAVES. (TYP) COLOR TO BE WHITE. ' PROVIDE DECORATIVE 'AZEK' PANELS, TRIMBOARD, MOULDING 4 FACIA BOARD. COLOR TO BE WHITE. PROVIDE NEW WINDOWS AND PATIO DOORS W/ 6RILLE5 (SEE - 2nd FLOOR PLAN FOR 51ZE 4 LOCATION) 2nd FLOOR - - _ - T.O. PLATE PROVIDE NEW CULTURED STONE WATER TABLE, SEE ELEVATIONS FOR - - -- -- LOCATION. STONE COLORS TO BE SREY 4 TAN BLEND. T.O. PLATE — — — ---- PROVIDE --PROVIDE BLUESTONE PAVERS ON 4" CONCRETE 5LA13 ON 6" GRAVEL ON COMPACTED FILL AT PLATFORMS d 5TEP5 --- MODIFY SRADE AS, REQUIRED. PITCH AWAY FROM f I FOUNDATION I! I. -H it it 1 -- Ist FLOOR Ist FLOOR project: revisions ,'``� T Q r \3 •....... ..• • BONDARCHUK RESIDENCE 650 Blue Marlin Drive, Southold, NY ' _ drawing: -- -- BASEMENT ELEVATIONS Thds design and plans ore property of the architect. BASEMENT I - -- - - - - - DONALD ALBERTO, Architect, AIA r , �P�,•., i , number dwn by scale Copyright. All rights reserved. � — A-200 JJS/AGG AS NOTED '., n,,•.,17812:• r L E VAT I O N This t est. and plans are property of the // • ;�r`; WEST E job no. date architect. Unauthorized use or copy will be i� Or` I�tJJ 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. SCALE: 1/4" = 1'-0" F it I I I I I It I if i I Li I I Il- 1 11 11 1 1 1 i I I I I I i if I:. I I I I I I! t I I I I I .1 i 1.1 1 1 1 1 1 1 1 1 t I i 1 I �, + j !, :�,! I I ,I !, LI,I !I! ; I !!!,i.i I 1 I 1 111_>l I 1 I I I I I I .III 11 ,l I ..i 1 II 1 l I I I I!1 I I I I J I,! 1.1 .1 !; 1!.!,!,i.I I, 1111 11-Il,i !'' .. . . .. . . ... .. . . . . . :. '! � ,I,i, I!i Ili II!II I,iIi,I! � I 1 I I (I L. i;. i ,, Y[ II! T.O. PLATET.O._PLATE I I I 11 1 1 1 1 1 11 1 11 1 1 11 1 1 1 1 1 11 L I 1 111 111111 1-1-AIIA] I I _LLI 11 1 1 111 11111111 1111 11 11111 11 Hill 11 11111 1 1 1 1 1 1 1 1 2nd FLOOR 2nd FLOOR— 11 i I ill 1-11! ! I 111 Awl 11 I'll AM 141111;�_Hlyh 1111 11FITIA I I I I TILIM 1111 1111111ILTIll I I I I I 1 1111111 1 lili it I lW1 111will I if I Ill I ill I I If I ill I Ill I ill if If I ill I 1 11 1 it Il III I If I I ill I Ili I 1 111 Ill I I "Ll't 1 11 1 Jill I I T.O. PLATE T.O. PLATE d) 15t FLOOR :1 ------------------- ----- -- 15t FLOOR BASEMENTBASEMENT __T SOUTH ELEVATION X\\ SCALE: 114" = 1'-0i" ELEVATION KEY NOTES 1V DE50RIPTION it PROVIDE CONTINUOUS RIDGE VENT AND STRAPPING. SEE DETAIL -7AT 1 F C4 PROVIDE '40 YEAR.' TIMBERLINE ARCHITECTURAL ROOF 5HINC ALL ROOFS ON #15 FELT ON 5/8" COX SHEATHING. __1 r-i- 0 !TP I T ADJUST SLOPE OF SHED ROOF OVER FRONT PORCH 50 THAT ROOF ol 1 1 1 11 1 1 ill II 1 1 1 11,1111111, ,, 1 II I I I I I 11 1 1 1!I1 jiII LED&ER 15 40 BELOW THE WINDOW SILL 7%, l! ri;it]it II_ PROVIDE DECORATIVE TERRA GOTTA FLUE CAP, SEE1 :111 1 Milli IIi Ili, Mil Mill !.I Ili ! lililil ii 1 1 1''ililMIMI lII! III 1 ,111111 11 :il I SPECIFICATIONS I'Mil! 1111111 lil . N Hill 000 11 I! it ill ,: I HIIIIi 10off: .,Ii Jill H I I 111 11 1 1 !ii I PROVIDE NEW IHARDI-BOARD' 510INO ON P 'THERMAX' R116110 FOAM INSULATION (Ii ON 15# FELT ON 1/2" GDX PLYWOOD (TYP) PROVIDE LEAD ICOI COPPER CRICKETS AND FLA5HIN5 AS REQUIIIRED T.O. PLATE T.O. PLATPROVIDE NEW CULTIURE05TONE 510IN67 AT EXISTING CHIMNEYS (TYPICAL), STONE 00i TO BE 64;ZEY 4 TAN BLEND. ---------- PROVIDE NEW ALUMINUM 6UTTER5 4 LEADERS TO CONNECT TO NEW DRYWELL. (TYPICAL) I It I I I III — LiF I. ;i i, 11 1 FF777 - FTI IJ I I I I I.q.i 1 11 1 1 1 1 1 1 1 1 1 111 111 [ 111 1 11 1 1 111 11 1 :1 PROVIDE 'AZEK' BEADWARD 4 CONTINUOUS VENT a !j — F111,111 11 111 51 SOFFITS 4 EAVES. (TYP) COLOR TO BE 111111 I ; " iII il - PROVIDE PANELS, TRIMBOARD, MOULDING 4 FACIA BOARD. COLOR TO BE WHITE. PROVIDE NEW WINDOWS AND PATIO DOORS W/ 6RILLE5 (SEE III PLAN FOR SIZE 4 LOCATION) 44 1I i!I I I I I 1 ! i 2n 2nd FLOOR d FLOOR PROVIDE NEW CULTURED STONE WATER TABLE, SEE ELEVATIONS FOR LOCATION. STONE COLORS, To BE GREY 4 TAN BLEND. 1 it ill, T.O. PLATE T.O. PLATE r PROVIDE BLUESTONE PAVERS ON 4" CONCRETE SLAB ON 611 6RAVEL ON COMPACTED FILL AT PLATFORMS 4 STEPS MODIFY &RADE AS REQUIRED. PITCH AWAY FROM FOUNDATION P III i j i!' ! d� ALL DEBRIS SHALL BE REMOVED FROM 51TE 4 ALL AREAS LEFT NOTES BROOM CLEAN AND FREE OF NAIL ENDS OR UNSAFE CONDITIONS Ist FLOOR olk1St FLOOR P ? project: revisions BONDARCHUK RESIDENCE 650 Blue Marlin Drive, Southold, NY -- --- -------- b AA drawing: BASEMENT BA5EMENTELEVATIONS Thiis design and plans are ' I ' ll Hill ! pr(Dperty of the architect. number dwn by scale Goopyright. All rights reserved. % A,; DONALD ALBERTO, Architect, AIA A-201 JJS/AGG AS NOTED EAST ELEVATION job no. date This design and plans are property of the archiltect. Unauthorized use or copy will be 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. SCALE: 1/4" = 1'-0i" rT I It 11 I I I LL_ H-H 3 ULF P PROVI ]DETAILS,DE CONTINUOUS RIDGE VENT AND STRAPPING. SEE SECTION KEY NOTES iii:r i r Q z NEW (2)2X12 RIDGE NEW 2X6 COLLAR BEAMS ® 16 O.G. NEW 2XIo ROOF RAFTER DE5GRIPTION PROVIDE ICE d WATER SHIELD, - — - SEE ROOF PLAN FOR LOCATION. PROVIDE CONTINUOUS RIDGE VENT AND STRAPPING. SEE DETAILS PROVIDE '40 YEAR' _-----_.--_-- -- ---_--- —_ TIMBERLINE ARCHITECTURAL PROVIDE STEPPED LEAD COATED COPPER FLASHING A5 ROOF SHINGLE AT ALL ROOF5 REQUIRED ON #15 FELT ON 5/$ GDX -- — ---- k I i , , T.O. PLATE rI �'S 4 (3 16,101 0, _ ! I I SHEATE111�16� T.O. PLATE PROVIDE ICE 4 WATER SHIELD, SEE ROOF PLAN FOR LOCATION. _---- 1'-b" PROVIDE '40 YEAR' TIMBERLINE ARCHITECTURAL ROOF 5HIN6LE AT ALL PROVIDE NEW PROVIDE NEW 7 1/2" �` " 'HARDI-BOARD' 51DIN& .1CYNENE PR05EAL' ROOFS ON #15 FELT ON 5/$ GDX SHEATHING. _-- ON I" 'THERMAX' RI61D THERMAL INSULATION PROVIDE LEAD COATED COPPER AT CRICKETS A5 REQUIRED FOAM INSULATION (R-65) (R-54) (TYP) ON 15# FELT ON 1/2" COX Q 4 1 I 11.. l ! i ; ,.i.,::,. : PLYWOOD (TYP) BEDROOM #2 `� �' CLOSET BATHROOM I,1I II. I I lil 11 1 1111 ! ! ! ! !! ' ! !! I I I 1, 1,1; ,I , ,; ADJUST SLOPE OF SHED ROOF OVER FRONT PORCH 50 THAT ROOF !!I I I IJ I!I I Ill I'll' ii Ill,! J !l.11! ! Q ..� ! I l I I! I I [ I ! i.! 1.1 I i ! l,i I,I,i ! III,!I_,I 1 I,':,`. !i i,';.• c4 LEDGER IS 4" BELOW THE WINDOW SILL I !'F! I'!I I I I I ; ! i! ,: PROVIDE NEW 3 I/2" I. ! 111 1„l 1_I li i I i I I I ! ! i,! ; EXTEND 4 PROVIDE NEW CULTURED STONE 5101NO AT EX15TINO CHIMNEYS 'ICYNENE PROSEAL' I,t 1 !!' (TYPICAL), --- -- - - --- --- ! THERMAL INSULATION AL) STONE COLORS, TO BE GREY d TAN BLEND. (R-I$) (TYP) I I NEW (2)2X4 TOP PLATE PROVIDE DECORATIVE TERRA GOTTA FLUE GAP, 5EE 5PEGIFICATIONS 2nd FLOOR 2nd FLOOR _ i.l. — - PROVIDE NEW ALUMINUM-GUTTER5 4 LEADERS TO DRAIN INTO NEW DRYWELL. T.O. PLATE T.O. PLATE (TYPICAL) 'AZEK' B PROVIDE EADBOARD 4 CONTINUOUS VENT ® SOFFITS aE NEW 2X10 FLOOR JOIST TO 51T EAVE5. (TYP) COLOR TO BE WHITE. — ---- ON ON NEW 2X4 SILL PLATE 3/4" OAK FLOOR ON 3/4" PROVIDE NEW PROVIDE DEGORATIVE 'AZEK' PANEL5, TRIMBOARD, MOULDING 4 FASCIA ! ! EXI5TIN6 2X6 GEILIN& J015T5. PLYWOOD SUBFLOOR 'i, EXI5TIN6 R-22 BATT 'HARDI-BOARD' SIDING BOARD. COLOR TO BE WHITE. SEE DETAILS GLUED d SCREWED (TYP) INSULATION TO REMAIN ON IN 'THERMAX' RI61D FOAM INSULATION (R-6.5) ++ PROVIDE 5/8" TYPE X 6YiF'. BD AT GARAGE WALLS AND GEILIN6 !Q EX. BEDROOM #3 EX. BATHROOM BEDROOM #4 ON 15# FELT ON I/2" COX 4 � i PLYWOOD (TYP) � PROVIDE 36" HANDRAIL AS PER CODE EXISTING R-15 BATT LINE OF NEW 5TUD WALL. ! j INSULATION i5 REMAIN PROVIDE 2X4 ® I6" O.G. ,� q I/2 BATT. INSULATION (R-38) I , 1St FLOOR WINDOW5 AND PATIO DOORS W/GRILLES EE PLAN FOR SIZE -- - d PROVIDE NEW PROVIDE NEW 'HARDI-BOARD' 51DIN6 ON I" 'THERMAX' RI61D FOAM INSULATION (R-65) ON 15# FELT ON 1/2" COX PLYWOOD (TYP) : 1 I 3 1/2" BATT. INSULATION (R-13) a : Q Q - MODIFY GRADE A5 REQUIRED. PITCH AWAY FROM FOUNDATION EXISTING -- ------ -------------- PROVIDE NEW CULTURED STONE WATER TABLE, SEE ELEVATIONS FOR i BASEMENT LOCATION. STONE COLORS TO BE GREY 4 TAN BLEND. — PROVIDE BLUESTONE PAVERS ON 4" CONCRETE 5LAB ON 6" &RAVEL ON COMPACTED PILL AT PLATFORMS d STEPS BASEMENT � I I j — — ----- ------------ ------------------------- - BASEMENT PROVIDE 5/$ GYP. BD ON WALL5 AND GEILIN6 ! ! PROVIDE 3/4" OAK FLOORING ON PLYWOOD SUBFLOOR (SEE PLANS FOR MORE INFORMATION) SECTION W NOTE= ALL DEBRIS SHALL BE REMOVED FROM 51TE 4 ALL AREAS LEFT SCALE: 1/4" - V-0" BROOM GLEAN AND FREE: OF NAIL ENDS OR UNSAFE CONDITIONS 1 —_---- — ---- TABLE 8442.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT'S i PROVIDE COPPER 5TANDIN6 SEAM ROOF ON CUPOLA WITH — WEATHERVANE AND SUPPORT GLAILD WOOD i1 S`� BAS£ME_N"I`, SI..AIld C f�J'�:N;1 AS REQUIRED CI.IIAAIE i ENE:;STRAllt_)N SKYEIGHT1' - IIAAIN I-t at:;ll , - SISACEa I ENESTI�ATII�I'1 FE��1PJkE �it"t[E., ir1JAf_E 4Nt��i- ��-Vt�tUL Z0NE U i-A1.:10R1' U fACT()I� b,� R-VALHI-. , 1c VAI IDE , WALL --- --. LINE OF NEW WINDOW. SEE SHric-, R- 1,111 N-VAI Ill t�-VALUE 1 [`t E=1 1H td►JAI.I!L !! JI1Id1.[.I.1111IiI1A 1 It II I'I'i IIIIII ! '�I I [ 1111f1.! I'111"1 [-Ill.[il.l .Illll[ !I 111111 ! PLAN FOR WINDOW 5IZEAND ' l.!.1. ILII,!111111 .11f11' 111111111111111111.1.!. !I ' [;11111 ! !IIl11,I11 ,1111 ! Illlllllllli.!! I !i! HEADER51ZE I [ Ll. I,l.1 1,l l l I I l 1.l 11 11 1 1 1 11 I I,I-1 1 1.1 I l ! ,I :�l ! I,I,I,. : 11. 11� tl I 1111 It 1 ( 111 11 1 I Ill 11 1 111! !! " I, iii I! l_' 111 ,1 1 1-Ill l: .l l I! ll ,i II - '!! ! ! 11 Jill 111 111.1 1 11 1.11 I ! I'I I' !1 11.1 I t�l 111],1. '!' I I I. !� LI I ll.I III 11i.1111 1 11 1 111 1 1,1 ' I II I IL I I1 1 111 I I I• PROVIDE NEW VERTICAL 1 1.:11 I,( !.11,11 11 1.1 I.!I !I I ! ! I I, I! 1,11 1 I! III ! I I I 2X4 ® Ib" O.G. (TYP,) i?Y.G�?(.'1 - PROVI-BOARD' SIDING ON I" �- - �_ ! :'' <a 1:` 1. S'. ' '1:r 1 V ? `1 ? 1 'HARDII, ,• I I I !II! I l 'THERMAX RIGID FOAM I!. I:!', it 11 i I I I:II!,,[ I , , , : : . , • : i I' I /i, _ r////// r/M///// INSULATION (R-65) ON 15# FELT i i l ! i Iii .I 1 I I I, f .' —_-- - ON I/2" GDX PLYWOOD (TYP) !'i ! 111 11 1 ( ` ' !11 T.O. PLATE _— ! ' _ —_-_-- — — T.O. PLATE r' ! ! I PROVIDE NEW-11/211 R r r PROVIDE NEW 'HARDI-BOARD' 'IGYNENE PR05EALI 51DING ON IN 'THERMAX' RI61D THERMAL INSULATION FOAM INSULATION (R-65) ON (R-54) (TYP) 15# FELT ON 1/2" COX CLOSET MASTER BATHROOMVr PLYWOOD (IYPJ � { _ PROVIDE NEW 3 I/2" 'IGYNENE PRO5EAL' THERMAL INSULATION ! - LINE OF NEW W12X26 (FLU5H) li 2nd FLOOR 2nd FLOOR : : _ ! -- T.O. PLATE T.O. PLATE - - --------- — — - - —B7---B -- - -- - i PROVIDE NEW '1 1/2" 'IGYNENE i I l PR05EAL' THERMAL INSULATION (R-54) (TYP) i l I EXI5TIIiiV6 R-22 BATT j LINE OF NEW NEW W12X26 (UPSET) I INSULATION TO REMAIN 4 EX. LAUNDRY EX. FAMILY ROOM PROVIDE NEw 'HARDI-BOARD' Q j EX.GARAGE I SID1N6 ON 1" 'THERMAX' RI61D ! EXISTIi�l6 R-IS BATT FOAM INSULATION (R-65) ON ! PROVIDE 5/$" `TYPE X' GYP. 15# FELT ON I/2 GDX BD AT GARAGE WALLS AND I IN5ULA'TION TO REMAIN PLYWOOD (TYP) GEILIN6 ! 1St FLOOR 1st FLOOR I ' I .�.i Q ,�ttlllllill/� 4r4lT protect: revisions ,���y`�•.....,'.. "J/*� tr BONDARCHUK RESIDENCE .:'¢v • ��. F •� 650 Blue Marlin Drive, Southold, NY •.0 • drawing: o is BA5EMENT SECTIONS This design and plans are * : ,a BASEMENT __— — — — -- — ---- — _ property of the architect. •„ • `, wn by ale number 300 d JJS�AGG SAS NOTED ', •,� •i► ^�' •,..• yr` B � DONALD ALBERT❑ Architect, AIA Copyright. All rights reserved. �t'j, •.o f�g�2;.• c ; SECTION job dote This design and plans are property of the architect. Unauthorized use or copy will be off,,,..•I is 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. SCALE: 1/4" = 1'-0" 2'-0" MIN. (ICE 4 HATER SHIELD) 1'-0" MIN. I'-O" MIN. 12 (ICE 4 HATER (ICE 4 WATER ICE 4 WATER SHIELD SHIELD) SHIELD) VARIES 2 ' CAP 5HIN&LE ASPHALT SHINGLE 7ALVANIZEI? 5IMP50N C -A-VENT RIDGE L5TA50 STRAP TIE AT COR EACH ROOF RAFTER FOR VENT V-400 OR AS 50# FELT RIDGE CONNECTION, FREQUIRED 2" x 6" OUTRI&6ER5 0 16" 1 INSTALL H/ (22) IOCI 5/&" CDX PLYWOOD FASTENER, HALF ON EACH 12" AIR SPACE END OF THE STRAP (TYP) PROVIDE NEW 7 112" CUT BACK PHO AS '16Y]NENE PR05EAL' 50LID 1,4000 BLOCKING TYPICAL ROOF CONSTRUCTION ASPHALT 5HIN&LE FZEQr,> FOR PROPER THERMAL INSULATION VENTILATION (R-54) (TYP) 30# FELT 5" ROOFING NAILS ------- NEW ROOF TRU55E5 T.O. PLATE ICE 4 HATER SHIELD 5/8" GDX NEW 6UTTER5 4 PLYWOOD LEADERS 1101 fPOOF PITCH AS NOTED ON PLANS ROOF RAFTERS "/2" 5/4"x&" AZEK' RAKE BOARD ON 1/2" GYP. ED. Vxb" P400D BLOCKING 5/4"x8" AZEK FASCIA D 130ARD BLOCKING1/2" `AZEWDEAD13OAR VARIE5 (5EE 5ECTION) 2" 56REENED VENT PROVIDE NEW 3 1/2" VARIE5 PROVIDE 'AZEK' NEW FRIEZE (CONTINUOU5) IICYNENE PRO5EAL' BOARD (CONTINUOUS) INSULATION DOUBLED END ROOF (5EE NEW AZEK FRIEZE RAFTER, SEE PLANS 5ECTIOW (R-I&) (TVP.)5LOCKIN6 BOARD 510INC7 I" THERMAX' RI&II? FOAM 1/2' EXTERIOR GRADE PLYWOOD SHEATHING INSULATION (R-6.5) PROVIDE NEW 5 1/2" IL ROOF 'ICYNENE PRO5EAL' THERMAL INSULATION (R-15) CrYP) I" 'THERMAX' RIOID FOAM INSULATION (R-6.5) DETAIL@ TYPICAL GABLE END & RAKE BOARD DETAIL@ CONTINUOUS RIDGE VENT DETAIL@ SOFFIT (SECOND FLOOR PLATE HEIGHT) ... ...... ------ 2 3 SCALE: 1 1/2" 1'-0" ALE: 1 1/2" l'-O" SCALE: SCA SCALE: 1 1/2" 1'-0" -Itro 0 00 0 0 END LENGTH PROVIDE NEN 5 112N 1/2,, GYP. Bu. (TYP) 00 'ICYNENE PRO5EAL' THERMAL INSULATION NEW FLOOR JOISTS, SEE PLAN 00 (1z-15) (TYPJ NEH PLYWOODW13FLOOR 00 NEW SILL PLATE 1/2* EXTERIOR GRADE 1/21, 6YP. B0. 00 PLYWOOD 5HEATHIN6 2nd FL OOR STUD HALL 0 NEWRIM BOARDU - 1 0 I 1/2" EXTERIOR GRADE EX15TIN6 SILL PLATE PLYWOOD SHEATHING EXISTING RIM BOARD ><I NEI-4 50N 5IMP50N FLOOR FLASHING TO FLOOR STRAPPING ASPHALT SHINGLE 0 CLEAR I" 'THERMAX' RI610 FOAM SPAN INSULATION (R-6.5) AS 0 CUT BACK PHIP SHINGLE CAP 0 REO'D FOR PROPER EXISTING FLOOR _JOISTS GOR-A-VENT 1/2" GYP. 113D. (T"rP) VENTILATION 0 VENT' 5IMP50N STRONG-TIE 0516 PROVIDE ® I6" OG. 5" ROOFING NAILS (Z-O"O.C. MAXIMUM) 0 DETAIL@ FIRST AND SECOND FLOOR CONNECTION (TYPICAL) AROUND BUILDING END ASPHALT 5HINOLE LENGTH = 14" GAGE = 16 CUT LENGTH = CLEAR SPAN 0 6 SCALE: 3/4" = 1'-0 5IMP50N ROOF RAFTERS + 13" FOR NAIL SPACING 0• OUT EVERY HOLE OR 26" FOR GALVANIZED LENGTH L5TA30 STRAP TIE I" AIR BAFFLE NAIL SPACIN5 EVERY 0 OTHER HOLE. AT EACH ROOF I FA5TENER5 = 22 &d RAFTER FOR RIDGE YNENE CONNECTION, lu 'THERMAX' RI6710 FOAM PROVIDE NEW 5 1/2" 'Ir END INSULATION (R-6.5) PRO5EAL INSTALL H/ (22) 10 ' THERMAL INSULATION FASTENER, HALF ON-d 0 LENGTH (R-15) (TYP) 0 EACH END OF THE NEW SILL PLATE 'b 0 -11/2,, eyp. Bo. (TYP) STRAP (TYP) 0 1/2" EXTERIOR GRADE NEN PLYWOODWE3FLOOR 0 PLYWOOD SHEATHING I 2nd FLOOR 0 0 S_ PROVIDE MINIMUM I" END NEW RIM E3OAf;V DISTANCE 0 0 EXI5TINC7 SILL PLATE "1 0 EXISTING RIM BOARD Z U EQUAL NUMBER OF NAILS IN I 0 NEW 50" 5IMP50N FLOOR EACH END 0 TO FLOOR STRAPPING Is, (AS PER MANUFACTURS 5PE05) NEW FLOOR J0I5T5, SEE PLAN EX15TIN6 FLOOR JOI5T5 - ----- 1/2" GYP. BV. (TYP) DETAIL@ CONTINUOUS SHED ROOF VENT DETAIL@ 2ND FLOOR TO FIRST FLOOR WALL CONNECTION DETAIL@ FIRST AND SECOND FLOOR CONNECTION @ SOUTH WALL 45 7 SCALE: 3/4" l'-O" SCALE: 1 1/2" 1'4' NOT TO SCALE project: revisions BONDARCHUK RESIDENCE 0 650 Blue Marlin Drive, Southold, NY A drawing: o 0 • DETAILS This design and plane ore property of the architect. number dwn by scale DONALD ALBERTO, Architect, AIA Copyright. All rights reserved. A-300B JJS/AGG AS NOTED l Job no. date This design and plans are property of the T� architect. Unauthorized use or copy will be 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the low. 51MP50N Ja PROVIDE 5/84)"ANCHOR STRON6TIE # BOLT5 ® 45" O.G. MAX., 1'-0" LBP5J BEARING — FROM EACH CORNER, NO LE-55 - THAN 2 PER SILL, AS PER TRUSS OR CEILING J015T ---� PLATE WITH CODE. BOLTS SHALL EXTEND (4) 5D5� x I� A MINIMUM OF -P INTO 5CREN CONCRETE (TYPICAL) a ADEPTH OUTER THIRD OF 5PAN ONLY HOLE EDGE OUTERD15TANCE > 5/8" (2) lod NAILS 5PAN HOLE DIAMETER < GYPSUM BOARD 1 STUD 2/5d 51N6LE STUD HOLE DIAMETER < O 3/5d DOUBLE 5TUD 2x4 CONTINUOUS / I LATERAL BRACE ® 61-0" � O.G. PLATE01 2x4 BLOCK NAILED TO HOLE EDGE 1/4 J015T DEPTH, O EACH BRACE WITH 4-10d D15TANCE > 5/8" MAX. NAILS 1/3 J015T DEPTH, IN5TALL 51MP5ON MAX. 5TRON6 TIE # 0520 (20 2" MIN. 6A&E STRAP) W/ 18-8d 1/3 J015T DEPTH, FA5TENER5 MAX. ENDWALL STUDS �- 1/6 J015T DEPTH, MAX. DETAIL @ STUD NOTCHING AND BORING LIMITS DETAIL @ JOIST NOTCHING AND BORING LIMITS DETAIL @ STRONGBACK (FIG. 3.7a WFCM) DETAIL @ ANCHOR BOLT 1 SCALE: N.T.S. N.T.S. SCALE: 3/4" = 1'-0" NOT TO SCALE SCALE: DOUBLE 61RDER (5EE PLANS FOR 51ZE) ROOF RAFTER F —� • • (2) 2"X4" TOP PLATE5 • WOOD P05T • 51MP50N 5TRON6-TIE BC52-2/4 FOR 4x4 POST TO DOUBLE 61RDER NAILED/HDR W/ (4) 0 16d NAILS To 61RDER/HDR, EACH SIDE AND (3) • 51MP50N 5TRON6-TIE ABU44 FOR 4 x 4 DOUBLE 61RDER (5EE 16d NAILS TO POST, EACH SIDE P05T NAILED W/ 12-16d NAILS W/ 2" PLANS FOR SIZE) I o MINIMUM 51M COVER ° ° • SIMPSON STRONG-TIE: 011 LCC35-4' AT TOP OF • CONCRETE FOOTING LALLY COLUMN NAILED WOOD P05T • W/(4) 16d NAILS TO 61RDER/HDR, EACH SIDE MT512 (14 IOd NAI L5) • INSTALL STRAP AT -� • EVERY RAFTER TO • STUD CONNECTION DETAIL @ ROOF RAFTER TO STUD DETAIL @ POST TO HEADER DETAIL @POST TO CONCRETE DETAIL @ LALLY TO HEADER Q &6NOT TO SCALE U NOT TO SCALE 5 NOT TO SCALE 7 NOT TO SCALE 5/8" GPX 5HEATHIN6 2"X12" LAID FLAT CENTERLINE OF STEEL COLUMNS, SEE SCAB FOUNDATION FLOOR PLAN FOR LOCATIONS (4) 3/4" DIAMETER STEEL ANCHOR BOLTS - (2) ® EACH SIDE - -- 13 1/2" STEEL PIPE COLUMN IJ_ ROOF FRAFTERS OR SIZE)( -- CONCRETE 5LAB W/ W.W.F., SEE PLANS PLAN STEEL BASE PLATE. SEE PLAN � I FOR SIZES. I �- a Uo RAFTERS OVER NEW ROOF (5EE PLAN FOR SIZE) Q ' l , .Iii i � III ill 5EE PLAN FOR DIMEN51ON5 DETAIL @ 3 1/2" STEEL COLUMN BASE PLATE DETAIL @ ROOF SCABBING 10 , -., _., ­­­­­"-, _11-.6 -1-1.1-11 . I I ­. __- =­ 1. .1............. ............ 9 SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" project: revisions BONDARCHUK RESIDENCE 650 Blue Marlin Drive, Southold, NY drawing: Off . DETAILS This design and plans are • property of the architect. number dwn by scale A-3000 JJS/ACG AS NOTED DONALD ALBERT❑, Architect, AIA Copyright. All rights reserved. �--, ✓ . Job no. date This design and plans are property of the ,t��*�'�•7g�?•'••Yr archiltect. Unauthorized use or copy will be 15-52 10-21-16 68 Highland Avenue, Port Washington, New York, 11050, 516-883-1294 prosecuted to the full extent of the law. 110. —r. - - - - �C7ENERALr �Es (I) '�O GONSTFClJGTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDIN6 DEPARTMENT � �� HAVING JURISDICTION 155UE5 A BUILDIN6 PERMIT, (2) THE DE`10NER HAS, NO BEEN RETAINED FOR ANY GON5TRUGTION REVIEW AND/OR INSPECTION. NOTCHED ROOF RAFTERS • (REFER TO PLANS) H15 RESPONSIBILITY 15 LIMITED TO THE CONTENTS OF THESE PLANS ONLY. • (3) ALL W+7RK SHALL CONFORM TO THE RE51DENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM id11FJ,E' • TO ALL THE RECOMMENDATIONS AND REQUIREMENT5 OF ANY OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND ARRAN6E FOR ALL REQUIRED PERMITS, • INSPECTIONS, CERTIFICATES, TESTS AND SURVEYS. (4) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE 5TARTING CONSTRUCTION AND SHALL NOTIFY THE DE516NER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDIN6 WITH THE WORK. IF ANY QUE5TION5 AR15E BEFORE OR DURIN6 CONSTRUCTION AS, TO THE INTENT OR DETAILS OF THE DRAWIN65, THE CONTRACTOR SHALL GALL THE DE51bNER FOR • TOP FLANbE FADE-MOUNT CLARIFICATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE FOLLOWING PROCEDURE, HE SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF H15 ACTIONSJ015T /� (2) 2 �/0"X4" TOP PLATES / I v5 T �^NG AND/OR DECISIONS. 5 CONTRACTOR 15 REQUIRED TO PROVIDE HOMEOWNER WITH ALL REQUIRED LICEN5E5, INSURANCE �{(� "•- w � ( ) TABLE R301.6 CERTIFICATES AND INSURANCE COVERAGE'S. . ' JO CONNECTORS (IN WIDE VARIETY (b) CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO 5AFE6UARD THE RESIDENCE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS p �•^� OF SIZES) FZII:�CE • AND ITS CONTENTS FROM THE ELEMENTS DURIN6 CONSTRUCTION. 01 _ (1) CONTRACTOR TO FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF EQUIPMENT, STRUCTURAL MEMBERS ALLOWABLE DEFLECTION 51MP50N 5TRON6 TIE • PRODUCTS AND 5Y5TEM EQUIPMENT. ; RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH CEILING COLLAR TIES • 32' O.G. 51MPSON H2.5 2"X4" WOOD (0) THE OWNER SHALL ARRAN6E FOR THE SUPERVISION OF THE CONSTRUCTION WORK TO INSURE WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 G5-20x18" MIN. WITH (1) IOD COMMON NAILS HURRICANE CLI CONTRACT DOCUMENTS. i CORNER TYP. COMPLIANCE WITH THE GG PER RAFTER INSTALLED OVER PLYWOOD (q) NO DRAWIN65 SHALL BE SCALED; WRITTEN DIMENSIONS, SHALL BE USED ONLY, INTERIOR WALLS AND PARTITIONS H/180 (10) ALL LUMBER FOR J015T5 AND RAFTERS SHALL BE HEM—FIR *2 HAVING A MIN. REPETITIVE FIBER FLOORS AND PLASTERED CEILINGS L/360 , STRESS OF 050 P.5.1., MARKEID PRIOR TO DELIVERY TO JOB 51TE, AND A MIN. BEARIN6 OF 4" (UNLESS OTHERWISE NOTED) ALL OTHER STRUCTURAL MEMBERS L/240 ' I I I pp ^ I p (I I) ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 I IWRFR I DANE_ CLIPS 5 LAG BOLT OR NEN YORK STATE; CHAPTERS 33, 34, 35, 36, 31, 30, 3q, 40, AND 42 AND ALL APPLICABLE EXTERIOR WALLS — WIND LOADS ' WITH L/240 03 -- - -� THROUGH BOLT E FOR RAFTER SPANS UNDER 24'-O" -TIES LOCAL CODES. BRITTLE FINISHES N OPTIONAL 5 (12) UNDERWRITER'5 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION EXTERIOR WALLS - WIND LOADS • WITH L/240 TOP PLATES TO ROOF RAFTERS FOR 'TENSION CORD CONNECTION. OF ALL ELECTRICAL WORK. FLEXIBLE FINISHES (13) ALL PLUMBING WORK SHALL VE PERFORMED IN STRICT COMPLIANCE WITH THE RE51DENTIAL CODE OF © 2"X4" SILL PLATE NEW YORK STATE; CHAPTERS 25, 26, 21, 20, 2q, 30, 31, AND 32 AND ALL APPLICABLE LOCAL CODES NOTE: L = SPAN LENGTH, H = SPAN HEIGHT AND HEALTH DEPARTMENT REQUIREMENT5. 1. THE WIND LOAD SHALL BE PERMITTED TO (14) ALL AREAS WITHIN BATHROOM TO BE 5/8" WATER RE515TANT GYPSUM BOARD. BE TAKEN AS 03 TIMES THE COMPONENT AND (15) INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL 5PAC, WITH I IN5ULATION ON ALL CLADDING LOADS FOR THE PURPOSE OF THE • DUCTS; 1 1/2" INSULATION ON ALL PIPIN6; 3/4" INSULATION ON ALL WATER SERVICE SUPPLY PIPING. DETERMINING DEFLECTION LIMITS HEREIN. (I6) CAULK AND FIN15H ALL WINDOWS AND DOORS AS REQUIRED. _ 51MPSON NN O METAL (I"1) INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS NOTCHED ROOF —HOLD-DOWN OR Ib PROVIDE AND INSTALL ALL MOLDIN65, SILLS, STOOLS AND TRIM AROUND ALL WINDOWS AND DOORS = RAFTERS-TRUSSES UPLIFT ANGHOF: ( ) � [REFER TO TABLE 0301.4 OF THE RESIDENTIAL. CODE Of NEW YORK STATE.] (REFER TO PLANS) THREADED ROLi THROUGH AS, REQUIRED. (141) ALL COLORS AND FIN15HE5 ETC. SHALL BE SELECTED BY OWNER. USE LIVE LOAD DEAD LOAD ' ALL WINDOWS AS SELECTED BY OWNER, SHALL HAVE HIGH PERFORMANCE INSULATED 6LA55. EXTERIOR BALCONIES 60 PSF 10 PSF CTIA ^ I RIDGE (?) 2"X4' TOP PLATES FLOOR STRUCTURE OR (20) ��„ Tf�� RHJ— C.� ANCHOR BOLT (21) ALL WINDOWS THAT SERVE AS, EMERbENG'` E&RE55 MUST COMPLY WITH 0310 OF RGNY5. DECKS 40 PSF 10 PSF INTO FOUNDATION ATION WHICH 15 CAPABLE OF ABSORBIN& WATER, SHALL BE PROTECTED BY A VAPOR ALL INSUL 50 PSF AS PER PLAN �2 CATHEDRAL GEILINbS (22) L BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL BE INSTALLED PASSENGER VEHICLES GARAGES 14 BARRIER 1­40LD — DO / IN SUCH A MANOR THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES AND ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF • L5U28 — 2x6, 2x10, OR 2x12 If I I t CORNERS AS PER R320 OF RGNY5. ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF U F L I F T ,4N C P O 1p ti (23) ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 TONS PER 5QUARE FOOT BEARIN6 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF GS,-20x18" MIN. W/('1) IOD GOMMMON NAILS D� CAPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF BEARIN6 STRATA VERIFIED IN THE FIELD ^� �^ ' CONSTRUCTION. SLEEPING ROOMS 30 PSF t0 PSF PER RAFTER INSTALLED OVER PLYWOOD TRANSFERS TENSION LOAD BETWEEN FLOORS= PRIOR TO GO TIES STUDS/' P05T5 TO FOUNDATION (24) ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-6q STAIRS 40 PSF 10 PSF "SPECIFICATIONS FOR 5TRUCTURAL CONCRETE FOR BUILDIN65" ftm5poop.e.1); REINFORCING STEEL GUARDRAILS AND HANDRAILS 200 PSF 10 PSF • SHALL CONFORM TO ASTM A-615 GRADE 60. ALL FOUNDATIONS SHALL BE ADEQUATELY BRACED PRIOR ROOF LOADING (LIVE = GROUND SNOW LOAD 12 PSF FOR 00 TO BACKFILLING. " rI 1r ADJUSTMENTS AS PER TABLE R301.5 OF THE 45 PSF ATTIC (25) ALL CONCRETE BLOCK SHALL CONFORM TO ASTM G-410 FOR GRADE N UNITS WITH TYPE M MORTAR. RFSID NTIAL CODE OF NEW YORK STATE) 15 PSf FOR ALL MASONRY WORK SHALL CONFORM TO AGI 531-'101. PROVIDE DUROWALL TRU55 TYPE REINFORCING CATH L' 2"X4" WOOD STUD ® Ib" O.G. TYP. EVERY OTHER COURSE Ib" O.G.), PROVIDE MA50NRY ANCHORS AT 16" O.G. AT ALL COLUMN`!, SPANDREL SIMP50N Hl 51E5MIG BEAMS, AND LINES OF BRID&IN6. EGRESS WINDOWS AND HURRICANE TIE OR 8608 R6II I AND R�03 OF RGNYS. EQ. G520 COIL STRAP. (26) ALL MASONRY WORK SHALL CONFORM TO RbO6, Rbol, , R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A (2-1) ALL STEEL WORK SHALL GON`1FORM TO THE REQUIREMENTS OF THE AI5C "SPECIFICATIONS FOR THE MINIMUM NET CLEAR OPENING OF 5.7 S0. FT. EXCEPTION: GRAOE FLOOR OPENINGS SHALL HAVE A NAILING SCHEDULE 2' L GQ DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." STEEL SHALL CONFORM MINIMUM NET CLEAR OPENING OF 5 SOFT, (REFER TD TABLE R3o1.2(+)a THE RESIDENTIAL CODE of NEW YORK STATE) SILL PLATE TO ASTM A-36 AND A-501. ALL CONNECTIONS SHALL USE A-325 H5 BOLTS OR E'TOXX WEL05. STEEL 0310.1.1 MINIMUM OPENING HEIGHT SHALL BE 24' ,ANT DES"IPTON NUMBER of NLR+EIER OF NAL SPACING REMARKS JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL CONFORM TO SJI SPECIFICATIONS. a31o.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING of 20'. COMMON NALs ROK twLs /'' /� 0310 1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL 5 E 15M I C/ HURRICANE T I E (20) PROVIDE 51N6LE-5TATION SMOKE-DETEGTIN6 ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. FBF FRAMING (B�,AS, PER R311 OF RGNY5. PAPER TO TOP PATE (IOE-NAILED) 3-Bd 3-toe W rifler RAI IN65 AND HANDRAILS, 530TH INTERIOR AND EXTERIOR, SHALL BE DE516NED TO RES15T LATERAL cE1LJNc �a TOP PUTS poE-MALLEO) 3-ed 3-tort P« ratio, R ROOF RAFTER OVER 24'-0" -PROVIDES (2q) L A MIN. LINEAR LOAD OF 50 lbs. PER FOOT AS PER F«.315 AND F4316 IMPACT AT TOP EQUIVALENT TO L—CEILING.aals�To PAa.�LEL w�FTER (FACE-NA,uD) s-+ea s-.oe .a" bP TENSION FOR WOOD-TO-WOOD CONNECTIONS 1 �e SIMPSON 5THD0 SCHEDULE 1✓-� t4f•I FOR WOOD TRUSSES AND .Io15T5 'Ar, ., METAL HOLD- I OF RGNY5. WINDOW OPENINGS ( �5 ,.. � Sj CEILING vas OBER PAAIITION(FACE-WED) s-ted 5-•ort omh 1•P TAIRS DOORS AND EXITS SHALL COMPLY WITH R311, R312, AND 8314 OF RGNY5. ` �' M .' . DOWN STRAP C� (30) 5 cOL�,r--�rD RATER (FACE-NAILED) 3-ee 3-,ort Per+» '•', • (31) GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH MODEL p CLEAR OPENING AREA CLEAR OPENING CLEAR OPENING SILL HEIGHT 5.7 SOFT. MIN. WIDTH 20' MIN. HEIGHT 20' MIN. A.F.F. 44" MAX. BlocRc� .crnER (TOE-NA)LED) 2-ed 2-10d •OCA•"d R308 OF RGNY5. RIM BOARDI TO RAFTER (END-WED) 7-tart 3-1ed .aM•"d (52) FOAM PLASTIC INSULATION SHALL COMPLY WITH 8310 OF RGNY5. WNL FRAMING C&- ILL PLATE t4NGI.40f`& (33) DOUBLE ALL BEAMS AND J015T5 UNDER PARALLEL PARTITIONS AND AROUND OPENINGS IN FLOORS AND TOP PLATE to TOP PLATE (FACE-NNLED) 2-Ied 2-16d P«foot ROOFS. olrGG /� n D SUBFLOORING SHALL BE INSTALLED A5 PER 8503 OF RGNY5. TOP PUTS AT INTERSECTIONS (FACE-WED) 2-+ed 5-led 1°i^'24'o. •rt• J� A 3 ON G->:f�A I� (34) PLYWOO DS _ (35) CHIMNEY CONSTRUCTION SHALL CONFORM TO CHAPTER 10 AND ID OF RGNY5. HAD To O H (FACE-NALED) 216d 26d 2+' NOT BE LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET, NOR LESS THAN _ HEADER TO HEAOER(FACE-HALED) tae 18d 1e•O.C. olonq .ao.. WT ANCHORS SILL PLATE AND STUD (36) CHIMNEY OUTLETS SHALL BUT SHALL NOT _ - ---- -- TO CONCRETE SLAB 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUILDING WITHIN 10 FEET, — TOP OR BOTTOM PLATE t0 STUD (END-NAILED) (»•table 3.5A) (••• table 3U) P•' stud TH BE LE55 THAN 3 HE ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF BOTTOM PILATE TO FLOOR JOIST. BAND"ST, END.OIST USE EVERY OTHER NAIL HOLE BLOCKING (FACE-WED) 2-tae 2-lea v«toot 8„' W IN A ROW TO PROVIDE THE AS, PER RI001.6 OF RGNY5. j� �"D1� CODE-REQUIRED MINIMUM (31) ATTICS TO HAVE ACCESS AND CRO55 VENTILATION AS PER 8006 AND 8801 OF RGNY5. .., ., FLOOR FRAMING CENTER-TO-CENTER 5PACIN6 CONTRACTOR SHALL PATCH AND REPAIR ALL EXI5TIN6 AREAS LEFT EXPOSED AND/OR DAM AbED DO TO JOIST TO SSILL.TOP PLATE OR GIRDER (TOE-NAILED) -ee -+oe t>« i«•+ I 2"X4" WOOD STUDS (30) �'�• \ FOR NAILS, TH15 ADDITION WITH 51MILAR MATERIALS OR AS, DIRECTED BY OWNER. BRIDGING ITO JOIST (IOE-WED) 2-ee 2-10e wh end �., \ ® Ib" O.G. (3q) PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS. BLOCKING TO JOIST (TOE-NAICD) 2-ea 2-+ort '°`"•^rt \ HEADERS AND TRIMMERS AROUND ALL STAIR AND 5KYLI(5HT OPENIN65. 2"X4" SILL PLATE (40) PUT DOUBLE E BLOCKING TO SRL OR TOP PLATE (TOE-WED) 3-Ibd �-'� '0C" •'0C� SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIC SHUT DAMPER AT BUILDIN6 ,_,� M-taa •«" ;0.1 G (41) ALL 5U LEDGER STTRIP TO BEAM (FACE-WMLEO) • " '• ENVELOPE TO MINIMIZE AIR LEAKA6E. ' art 3-tod P• ;p.l \ X I EXHAUST FROM BATHROOMS AND MINIMUM 15OcPm MECHANICAL I Jo1n nN LftoJ TO BEAM (1017-NAILED) •; 3/4" T&In-, PLWOOD (42) PROVIDE MINIMUM 1000171 MECHANICAL „p BARD UpST r0 J015T (END-NNLED) �-'•d 4-16d P« )°`'` G520 GOILED STRAPS SUBFLOOR VENTILATION IN KITCHEN AREAS. SAW JOIST TO SILL OR PLATE (IOE-NAILED) 2-16d 3-16d P« '0°' L,��• OR L5TA30 BY SIMPSON i� 4 PROVIDE COMBUSTION AIR FOR FUEL BURNIN6 EQUIPMENT A5 PER CHAPTER. I1 OF RGNY5. RAF SHUTHINO RIM J015T ( 3) g`{ SI)'>11�;0� \, TYP. (�L►4cE L1/v ��K 1�7I.. (44) BOILERS AND HOT WATER MEATER5 AS, PER CHAPTER 20 AND 20 OF RGNY5. R CHAPTER 24 OF RGNY5. s,RLxruR(A PANELS 10d "' a0°'°m hT' I(o"Q $ f D O F (45) FUEL 6A5 EQUIPMENT AS, PER CEILING SHEAlf" \ (46) PROVIDE SIMPSON 5TRON6 TIE J015T HAN6ER5 AT ALL FLUSH HEADER CONDITIONS. H GYPSUM M•ALLBOAro ct/2••yal tK«+) (v2•aryoll K.••) T•w9./to as \ (41) PROVIDE GARCON MONOXIDE DETECTOR ON EACH FLOOR AS, PER_NA55AW--0OJN1YY PCU \ / LBENDbOTH � MALL s"tAnuNG j T' \ �'1 PROVIDE Q HILI I('TURIA AANFIS i I PROVIDE MINIMUM WALL STRAPS-SIMPSON � ,Od w dlogom B arPsuM rrauwHU (I/t ay.w uw.) ! /t. ar•w ••••I r' .ay./ru' ww LNL> VI ,1 AMGC. ( l t G �lU GULL Et1Kf+F' c. •. EVERY OTHER STUD FLOOR SHEAtwNG NAILED W/ IOD BOX STRLr_TUR1A PANELS t• OR tEss ed Toa e'woo/u'r»w , �.. STRUCIURIML PANELS GREATER MAN t• ,d led a woo/e'r»le EQUAL NUMBER OF NAILS IN ACCORDANCE SPECIFIED NAILS W/ TABLE 3.6A WFGM IN EACH END. (2) 2"Xb" AGQ BASE PLATES .� FL 00f2 TIE 4NCP0fR :' C� � • CONCRETE OR CMU LEG ND °' �`' PROVIDES FLOOR-TO-FLOOR TEN51ON FOUNDATION WALL GONNEGTION: REFER TO 51MP50N ALIGN DENOTES ALIGNMENT OF INDICATES EXISTING tl FOR NAILING REQUIRMENTS -`V INDICATED SURFACES -_:-_ PARTITION TO REMAIN ; st 61 LL FLA T E 4NCN0fR5 - — — - INDICATES EXISTING t. -- -- -------- — ? SECTION REFERENCE NUMBER _ — — _ ,.+ HALING: p9 »? DRAWING REFERENCE NUMBER PARTMON TO BE REMOVED ` ",• a SAGES 6 oN CENTER r ANCHORS SILL PLATE AND STUD .n� TO CONCRETE OR CMU FOUNDATION FIELD: 12' ON CENTER � _........_ ...-. INDICATES NEW i;); , �: WALL. CONSTRUCTION • ? INDICATES ELEVATION NUMBER. INDICATES EXISTING DOOR DRAWING SCHEDULE `':I: �'~ T SHEIET NUMBER NAILING IN SHADED AREAS: ??? INDICATES TO REMAIN L 'E,„ }` TITLE �'' � OR RIDGE NOT INCLUDING EDGED '' n rewMk+ne S`•.. ' Y.;,,;. Project . �„I � OVERHAJ+CS) ttt11 II F// DETAIL REFERENCE NUMBER GOOI GENERAL NOTES/5CHEDULES tttfffrF ` d EDGES AND FIELD. 6. ON CENTER ;:�- K;r,� r.�� �, II�^•;s`7''•"�`r� s WA57) DRAWING REFERENCE NUMBER INDICATES NEW DOOR AND OVERHANGS J xxxxxx f A. A/ E AIOI FLOOR PLANS T ' - - / D- W/ DOOR SIZE . d ' '"+'/ drowvlq - - :�� '`-,n•y �•9�•�j, - -- INDICATES AREA OF DETAIL II A20I ELEVATIONS «. NAILING FOR WAIL SHEATHING. G �• XXXXXXXX ThI•dosvp and pl”are *. BREAK MARK A202 SECTIONS EDGES: 6" ON CENTER - - - - property of the orch+tect : ►' y rl �'��� • FIELD: 12. ON CENTER EIOI ELECTRICAL rwber dwn N xaNCoP11'9ht A"rl[�t•,.served \L•'" DONALD ALBERTO, Architect, AIA " T: ✓ GOOI N.To S. ^ • T1hb do"and pkww ore Property of the :,LQ)^.,,•� Job no. dote ornithar chltect tkmtsem b d v"or copy nm �/ I r•••• lJr. ` XXXXXXXX 68 Hk�hlond Avenve,Port t'Ipshvujton,New York,11050,516-059-1294 prosecuted to the full•"tent of the low rrtAAMof I.t'•,,'Ltss