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s F¢ tTown of Southold 9/19/2018 C* P.O.Box 1179 °4 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39910 Date: 9/19/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 245 Bayview Ave, Greenport SCTM#: 473889 See/Block/Lot: 52.-5-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2017 pursuant to which Building Permit No. 42084 dated 10/24/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"ADDITION AND ALTERATIONS INCLUDING ENTRY DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Hockemeyer,Judith&ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42084 07-30-2018 PLUMBERS CERTIFICATION DATED 07-26-2018 ge J. Berry Jr 00 uth ed Signature ��FFot TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42084 Date: 10/24/2017 Permission is hereby granted to: Hockemeyer, Judith 166-26 Powells Cove Blvd 9A Beechhurst, NY 113572050 To: legalize "as built" alterations to an existing dwelling. At premises located at: 245 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-27 Pursuant to application dated 10/3/2017 and approved by the Building Inspector. To expire on 4/25/2019. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $976.00 CO -ALTERATION TO DWELLING $50.00 Total: $1,026.00 Building Inspect- - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. /o��] New Construction: Old or Pre-existing Building: 1,ol (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: j� �a���.MTVe— Suffolk County Tax Map No 1000, Section . 2 Block QS Lot Subdivision *� Filed Map. Lot: Permit No. C Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap icant Signature pF SO(/j�Qlo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 aQ roger.richerKb-town.southoId.ny.us Southold,NY 11971-0959 QI�COW TI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Judith Hockemeyer Address: 245 Bayview Avenue city.Greenport st: New York zip: 11944 Building Permit t 42084 Section: 52 Block: 5 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200 Heat Elec Duplec Recpt 19 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200 Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 1- Bath Fan, 3-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 30, 2018 0-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road ® Fax(631)765-9502 P.Q.Box 1179 �°® �� Telephone(631)765-1802 Southold,New York 11971-0959 � � � EVE BUILDING DEPARTMENT AUG _ 1 2018 IJ `' TOWN OF SO ON BUMDUgG DEPT. D CERTIFICATION Date: -7/ l -Building Permit No._. Owner: (please P t) Plumber: �® � �,!'�sr zj� lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers e) Sworn to before me this day of - 20_o-Y )W4 Notary Public, County .,,:ji-1,4A L.BERRY. Wjy'Pub%State o0ide aYeo, No.o1SE46=89 Ca'.d"ed in SuriolkCourdy 131W.Wres veaft31,x,21 SOF SO[/TH �o� olo H O i cOUNT10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMI�I�S. TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l��av I Aynea,-k �(M5, �✓ wv/ DATE INSPECTOR SOUlyolo 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 �� / INSPECTORZLi6iqi5D OE SOUryo cou TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPEC ION [ ] 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) REMAKS: TOV4 OV CV%VWe (W- DATEdleA INSPECTOR yV �pE Sou N o Comm, TOWN OF SOUTHOLD BUILDING DEFT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEG. [ ] FOUNDATION 2ND [V INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I V1 s Q ►� - Ce AWo v (am 6-o it� -.,f n- v ovL a DATE Yl INSPECTOR �� V apF SOUI TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK &A/V- f::VVWI VD Icm M Lad EVA .Vowte.-.1- 6,r6 erns A V A m iq a : & mh QMt DATE INSPECTOR pF SOUIy�� * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION v�, � [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /50 1— INSPECTO / II� oy FSO �0��0 UryO{o # # TOWN OF SOUTHOLD BUILDING DEPT. ourm, 766-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ag INSPECTO i b Ur ROBERT I. BROWN ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 1144 631-477.9752 FAX 631-477-0973 jnfa@EiW,ownarchitect.com D C �CO�'IC August 2, 2018 AUG _ 8 2018 DP Re: Hockemeyer Residence BUIL ING DEPT. 245 Bayview Ave. Torr-K ov s;DTT. nIGD Southold, NY 11971 Building-Permit No. 42084 Building Department Town of Southold 54375 Route 25 Southold, NY 11971 To whom it may concern: Based on information and photographs provided to me and to the best of my knowledge, belief and professional judgement, the attached letter from Radiant Drywell & Insulation Corp. is and accurate description of the insulation provided at the above referenced property and is the maximum insulation that could be provided in the existing structure, in compliance with the Residential Code of New York, 2015, Section N1109 (R503). Thank you for your attention to this matter. Thank you, l Robert I. Brown, A.I.A. I.13& S�qT 16341 F NE`N akADIANT DRYWALL&INSULATION CORP. 73 Hawkins Ave.P.O, Bax 273 CENTER MORICHES,NEW YORK 11934-0273 (631)878-1515 - Fax: (631)878-1537 August 1,2018 Quarty Construction LLC Re: 245 Bayview Avenue " - P.b.$ox 1949 - " - -- - S Southold,NY 11971 oathold,NY 11971 To Whom it May Concern: Radiant supplied the following Closed Cell Spray Foam with R value of 6.5 per inch. Exterior Roof = 5.5" = R-36 =Extcnor walls above grade = 3.5" = R-23 Basement ceiling and sill plates = 3.0" = R-20 o D. unai ~•'. FOUNDATION(IST) FOUNDATION (21'4�) v PA Rj ROUGH FRAMING A A'MV PLUMBING Mai: "(WAN- 17112190MMINSULATION PER N.Y. w Ll�lr w oma-- .Y,= MPAZ C: 11 • COMMENWT i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL w Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 14:2-0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application_ Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 2 Contact: f Approved ,20 Mail to: Disapproved a/c Phone:_ �16 ' 2 O — 13 Expiration 20—L-7 D D • Building Inspector APPLICATION FOR BUILDING PERMIT OCT - 3 2017 Date , 20�_ BUILDING DEPT. INSTRUCTIONS a.TQa p9Fa§0 iWW completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises br 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 shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months:Thereafter, a new permit shall be requi ied. 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 N ✓✓ r (Signatreuof app icant or name,if a corporation) (Mailing address ofap cant) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ( JCJG/Oea/i.�! Gal!NVrJf Name of owner ofremises ' p ��a ✓ As on the tax roll or latest-deed) If icant ' orpor ' , sig ture of duly authorized officer (Name and title;of'corporaie officer) BuildersLicense,Na: �/�p9-y Plumbers License No:'_ Electricians License No. yy1q—M:o Other Trade's License No. i 1. Location of land on which proposed work will be done: House Numbe Street Hamlet County Tax Map No. 1000 Section Block Q_ Lot97 i I i Subdivision Filed Map No. ; Lot I 2. State existing use and occupancy of premises andZt nded use and occup ncy of proposed construction: a. Existing use and occupancy z �h ✓ _ e b. Intended use and occupancy � c 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition OtherlWork (Description) 4. Estimated Cost W e:.� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars e_ I i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front &" y"" Rear AVi y�� Depth Height /S' Number of Stories 01�� Dimensions of same structure with alterations or additions: Front 1�/�'�" Rear Depth �%` �/`' Height /j� Number of Stories 4yW,e ` '`' 8. Dimensions of entire new construction: Front Rear i 1/ Depth � 4/ Height r��� Number of Stories "-q 9. Size of lot: Front Rear Depth Ili-2, 10. Date of Purchase '41 Name of Former Owner i 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__'4 13. Will lot be re-graded? YES NO \OWill excess fill be removed from premises? YES NO 14. Names of Owner of emises ad,/ l( 9e� ddress 5� dr.f✓ a����/.phone No. Name of Architect Address�ro���o� Phone No/y k22 VSJ,2 Name of Contractor l/�,,, ii���� Address A)9,; !���7 hone No.9—& 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 ' i * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 1 16. Provide survey, to scale, with accurate foundation plan and distances to property; lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01 BU6185050 (Contractor,Agent, Corporate Officer,etc.) nuailfled in Suffolk County Com Expires April 14,2 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. wor to before me this day of (i 20L Notary Public 'ature of ppl cant i I . 9� FFQ Scott A. Russell u Ir�� ]F01KMWA\'7C']E1K SUPERVISOR AuE ��AWA NG � SOUTHOLD TOWN HALL-P.O.Box 1179m 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT EC T INVOLVE ANY ®1F THE E IFOL LO W7ING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:1 Ft] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[j3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Prop y Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Di;tact NAME: r Section BlockLot FOR ONLY -" Contact Information ��� Gb�� � N 7elei,hom Numbct, &WrA�Reviewed By. — — — — — — — — — — — — — — — — — — Date. 10-13_/_l Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — Approved for processing Building Permit. I Stormwater Management Control Plan Not Required Cfv AV17 ////❑ Stormwater Management Control Plan i�Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 1 0��0�SO�lyo` 0'� • � o � Town Hall Annex J ( Telephone(631)765-1802 54375 Main Road cn ax(631)765- 5� P.O.Box 1179 G e ro er.richert town. out- 50 .us t Southold,NY 11971-0959 - �Iy�QUN�I,�� BUILDING DEPARTMENT TOWN OF SOUTH[OLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: C / Name- ( ?_ License No.: _ I Address: lJ I Phone No.: JOBSITE INFORMATION: (*Indicates required information) u"" *Name: *Address: *Cross Street: � # *Phone No.: X ' i Permit No.: �y €- Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) / (Please Circle All That Apply) *Is job ready for inspection: �L:�"/ N Rough In Final *Do you need a Temp Certificate: YES/ O Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82-Request forinspection Form } f> 9 SpFFaQ-coG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road =3 Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 0 a &?&aAA eA 1-101 Location of Property:,299 � / �09 L4d24a Please take--notice that the(check applicable fine): ; New commercial�or' residential;structure Addition to exist'in"g'commerciafor residential strucfUre;-•" Rehabilitatipi!.,to.an existirig'commercial or residentid.,structure to be consttacted` -perf6r' d at the subject property reference-above will-utiliie (check applicable'line): Truss type construction (TT) Pre-engineered-wood.construction (PW)_ - j, Timber construction in the following locations) (check applicable line):}- _ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 \ �r:.•F �,f•�r/. 'l'• JT�r_:i::"C-.j�ti•.•:! r��J~y�y. r,un ��.•�?•,k�y•�r' TSGTt•�'•Y'lr,:•rr3j:L r..�F Yn ,,:}�,� C`•.'S�j+"r�'Jc+��'f:/• 2�•'_''r��i"ti_w'�S��t�..nf��.n�70 .. � - �i+G='1t•'=��t a'.��•5�,1r��'.'�`�••'S�=u.r.rSYi..__.....:� �.I`;.� �t,�i'•.i�'�sytfJ'�a, •atr"��ri�•�icJ'y�t`l�js:tr�•�,c:i. -:i";��,(3�Jw�;o�s. .t'li1.i%?�'�;•� ...j:l;'S3•Eiyr'°�r`�`'� •e.�.?ir�„asr..'S.��'-i.:,, t'�K';. t.i jYJ� J'try� aa�,..,��t�jr=.i• :J•t`{••7Jf tt?'i t3j' � "++�rs•�+ :i T���"�i.'�?tf•f�� - �' .:-'.Yi�^�.::�.n,ati' -. �y,�J'• ,tet}„�•:•'/J:�. '���yi Si.�• _ + • i •::"�`v.:.i�.:y f�'•+'�.�y�:��Y Ste.�'ii.��'i::G'f '�'tlr.K���w .: y`j�'"S:H'•it +TYi:^y.t�ii�ti; <Yr:a:=t:itCt ^y]J"•'-r:�2=.:� �Y`.:.i1.;- -t'•LwJ J•.:�. ;+ �:;•.:Cyt ti:� •S„(•-•S��sS."ilt ��ist:-'•.�•. ` (�G'..' �^��:[moi:•:`. i..r• M t a•: • ._ IN x N SURVEY OF PROPERTY A T ARSHAMOMA Q UE TO TSN OF ,S`O UTHOLD SUFFOLK COUNTY, Ns Y. e�e�, 'at 1000-5,---�-05-27 F�as SCALE. 1'=20' o• � AUGUST 9, 2005 g0 ol 1 DoE va Nit. lo��l 6b 6 / Qo0\1 / 0� b yeJ� 'Va 9a '(E of NEW y MET�C'P� LOT NUMBERS ARE1 REFERENCED TO MAP OF SUMMER �° ��► HAVEN" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE O AS MAP NO. 1133. LIC, 0. 4Wdl ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATIONIFF—CONIC SU YOR' OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW. vS" QWLSQ� n06 �� EXCEPT AS PER SEC770N 7209-SUBDIVISION 2. ALL CER77FICAT70NS (631) 765-5020 FAX ( , 9 �jV2 q J Qo o HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 rn2 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 0 WH5-203 40 40� ��U1L5� OSE SIGNATURE APPNRS HEREON. SOUTHOLD, N. Y. 11971 A NOR[ CERTIFIE[r- Certificate of Product R AHRI Certified Reference Number:7505548 Date:07-24-2018 Model Status A AHRI Type:HRCU-A-CB Outdoor Unit Brand Name:AMERISTAR L) AUG - 2018 Outdoor Unit Model Number (Condenser or Single Package):M4HP4024B1 Indoor Unit Model Number(Evaporator and/or Air Handier):M4AH4025A1000AA BUILDIN D PTS The manufacturer of this AMERISTAR product is responsible for the rating of this system combination. T(1177- `•rs g •'o-T OLD Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2,Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity(A2)-Single or High Stage(95F),btuh'23200 SEER:14.00 EER(A2)-Single or High Stage(95F):11.65 Heating Capacity(1-112)-Single or High Stage(4717) 22200 HSPF(Region IV):8.20 ("Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certdication Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION 8 REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectofy.org,click on"Verify Certificate'link we make life better and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2018Air-Conditioning, Heating,and Refrigeration Institute CERWICATE NO.: 1 31 76934 851 31 82523 RESIDENTIAL GENERAL NOTES ISSUES/ REVISIONS MISC. GENERAL NOTES 1.THI5 PROJECT 15 A RENOVATION OF AN EXISTING ONE STORY SINGLE FAMILY RESIDENCE, CLIMATIC AND GEOGRAPHIC CRITERIA CLA551FIED AS R-40. GROUND SNOW LOAD 20 P5F (PER FIG.8301.2(5)RCNY5 2015) 2.THE HEIGHT OF THE EX15TING BUILDING A5 DEFINED BYTHE RESIDENTIAL CODE NEW YORK STATE WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.8301.2(4)RCN'(5 2015) 2015 15 15-6. SEISMIC DESIGN CATAGORY B (PER SECT.R301 2(2)RCNNS 2015) i 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). WINTER DESIGN TEMP I [*F (PER TABLE N 1 101.2) BASED ON SURVEY BY: __ 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RE50ENTIAL CODE Of N.Y.5.AND FLOOD ZONE WA (PER FEMA MAP) A THE AF R PA WWOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. FROST LINE DEPTH 36' DATE: /v i���P P �r.� J� WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNY52015) PECONIC SURVEYORS, P.C. HE E. -1. ,, 5.DE51GN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. DATED: 9 AUGUST 2005 - �_. "~ -_ I ! y, i,..', DEAD LOAD:CALCULATED AS PER 8301.3 AS PER RCNYS 2015. PER TABLE 301.5 RCNIYS 20 15 C'c I.,^. ��N.r A I { SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNYS 2015. ROOM5 OTHER THAN 5LEEPING 40 P51 I':/.)III'"`( !yl(')V.1 J r,i 5 1�.';i a �,i .T "� rte 'r I t l'v':(, D: SLEEPING ROOMS 30 P51 � T��L. - -- WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. F0_7C5- ,c U�I 1 1, I F i" -� r ATTICS WITH LIMITED STORAGE 20 PSI FOL_LC''ia`1"vG II'dJ!}%CrI�J�`�: A!' )`x�...r.. (.1iT-td,=(. P. ..,4/;•it.i i . ATTICS WITHOUT STORAGE 10P51 SCTM: 1000-52-05-27 REQUIFlr7D LOCATION LIVE DEAD DETECT LIMIT STAIRS 40 PSI 15T.FL. 40 LB. 12 11360 ZONED: ~� y 2ND.FL.(SLEEP AREA) 30 LB. 12 U3Go FOR r CIJRA i CC'1CI `:TE „ 7 _ c;111 =i,11/'i 1G c"� PLU?'vI^�G r a ATTIC(NON STORAGE) 20 LB. 10 U360INSULATIONL• ?, ROOF 20 LB, 15 L/3GO NAILING SCHEDULE 3. H ',. (PEP AF E PA AMERICAN WOOD COUNCIL WFCM FOP, LOT AREA• 7,905 SF (0. 18 AC) a. F;�^L - o ��'Tr�u1,TIo J rrusT G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, ONE AND TWO FAMILY DWELLINGS 2015 5130 HIGH WIND EDITION) BE COiV,1PLETE FOR C.C. TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING ALL CONSTRUCTION SHALL BEET THE CONNECTION WITH THE WORK THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED ROOF FRAMING EXISTING HOUSE: 8 I G S F �-IECUI iE�lLiVTS OF TF;E CODES OF �.tl OR IMPLIED IN THE USE OF THESE PLANS. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER n 7.CONTRACTOR TO VERIFY ALL DIMEN51ON5 BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T DECKS: 328 5 F DEI STATE. N1 l R ESPI C�SI BLE 'nC, ' Ai°��Y (� DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP '1 ` I� 1 lJ 8.CONTRACTOR(5)SHAH FURNISH AND INSTALLALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR CEILING J015T LAP5 OVER PARTITION((FACE-NAILED) 3 EACH LAP DESIGN I OP C01'�Jl RUCI ION ERRORS. 6',} DESCRIBED T THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITAND EOUI P'ME OR EXCEPTIONS , RIDGE STRAP(EACH END) 2 PER TIE S H E D(TO B E REMOVED): 13 4 S F 1jSE E I S U LA's FU L NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55APY TO BLOCKING TO RAFTER .(TND NAILS 2-61 EACH END COMPLETE THE WORK. RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END TOTAL COVERAGE: 1278 S F v A REQUIREMENTS WALL FRAMING vAtITHOUT CEFI 1 CA TE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MAN 1JF CTURE5 REQ TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I Gd PER FOOT AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.51DE 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVAL5�AND CERTIFICATE OF STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. EX 1 ST I N G LOT COVERAGE: I G. I % e OCCUPANCY OCCUPANCY. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGE5 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-I Gd,4-I Gd PER 2x4,2x6,2x8 RESPECTIVELY DEMOLITION BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND END JOIST OR BLOCKING(FACE-NAILED) 2-1661 PER FOOT AS NECESSARY,AND REMOVE DEBRIS. FLOOR FRAMING 2,CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OP EXISTING WORK AND OR !/ .(" ;. a L+, •,V 1+ `w JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4$61 PER JOIST PROPOSED A LTE RAT I O N S INSTALLATION OF NEW YORK. BRIDGING TO J015T(TOE-NAILED) 2bd EACH END �Q 3.ALL NEW YORK SHALL MATCH AND MELT FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLE55 BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END OTHERWISE NOTED. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1661 EACH BLOCK S 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH J015T DEMOLITION AND CONSTRUCTION. J015T ON LEDGE TO BEAM(TOE-NAILED) 3-ad PER J015T EXISTING HOUSE: 81 G 5f n 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J0I5T TO JOIST(END-NAILED) 3-I Gd PER JOIST /' i -,�,. .� T r ry 4 ���i I E i l PrU i R 0 FF TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL.,OR CAPPING OF EQUIPMENT BAND J0I5T TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d PER FOOT NEW ENTRY DECK: 24 S F �` ° '�,I_'.�;!"1'?T TO CHAPTER 236 A5 NECESSARY. ROOF SHEATHING EXISTING DECK: 329 SF FOUNDATIONS STRUCURAL PANELS 861 (TABLE 3.8) O�Oi r } 7 r 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./S .Ft. DIAGONAL BOARD SHEATHING `� G i 1 I•�f i_ 1 1.11YPy!N C 0 D E. II GON 1•x8• 2861 PER SUPPORT PROPOSED COVERAGE: I I G9 SF 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. \\ • 90.� 3.ALL NEW FOOTINGS TO REST ON UND15TURMD 501L I N I O'OR WIDER 3-8d PER SUPPORT GENERAL CONSTRUCTION CEILING SHEATHING I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO GYPSUM WALLBOARD 561 coolers 7"EDGE/ 10'FIELD PROPOSED LOT COVERAGE: 14.7%O COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR WALL SHEATHING REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5TRUCURAL PANEL 8d (TABLE 3.9) 2.FASCIAS,50FFIT5 AND EXTERIOR TRIM SHALL MATCH EXISTING. FIBERBOARD PANELS 3.INTERIOR TRIM SHALL MATCH EXISTING. 7/1 G' 8d 3'EDGE/G'FIELD 4.FRAMING ELEMENTS: 25/32" 8d 3'EDGE/G'FIELD A.ALL FRAMING WMBEF SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 GYPSUM WALLBOARD 5d coolers 7EDGE/ 10*FIELD OR BETTER. HARDBOARD 8d (TABLE 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,GUT PARTICAL BOARD PANELS 861 (TABLE 3.9) RU N O F F CALL U LAT I O IN S• ITH y S/ AND DRILLED IN ACCORDANCE WMANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. DIAGONAL BOARD SHEATHING D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXP05URE 1,3/4'MIN.THICKNE5. I'XG'OR I"x8" 2-8d PER SUPPORTGS�Y`' E.ALL HEADERS 0-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,91-O'AND OVER I'x 10"OR WIDER 3-861 PER SUPPORT WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)25x8'OR AS SHOWN ON DRAWING. FLOOR SHEATHING 923 x • I G7 x 7.5 = 1 15 G g F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOIR BEAMS AS PER N.Y.5.CODE OR AS NOTED @ 6-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. 5TRUCURAL PANELS REQUIRES ( 1 ) 81-Olid x 41-0" D RYWE LL G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC;.)OR AS NOTED ON DRAWINGS. I"OR LE55 861 6-EDGE/ 12'FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL IPARTITIONS OR AS NOTED ON GREATER THAN I' I Od G'EDGE/G'FIELD DRAWING. DIAGONAL BOARD SHEATHING I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I'xG"OR 15x8' 2-8d PER SUPPORT A CONNECTORS BY'51MP5ON'OR APPROVED EQUAL. I'x 10'OR WIDER 3-8d PER SUPPORT J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A�MINIMUM.ALL 2'x6"5TUD5 ,yy A SHALL RECEIVE 5 104 NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS 5HALIJ-BE GALVANIZED. SEE \v S F�,lOio 22 SEPT, Z�i7 PRELIMINARY ATTACHED NAILING SCHEDULE. !� K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.G.EXTERIOR EDGES AND 661 NAILS @ 12' \ O O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER:. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE \O O TYPE CONNECTORS BY'51MP50N"OK APPROVED EQUAL.FOR TIMBER PILIE FOUNDATIONS,PROVIDE (()/_ HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. O� �C/jL 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW- GLASS,WITH ARGON GAS,IMPACT RESISTANT AS THESE PIANS ARE AN INSTRUMENT OF SERVICE E REQUIRED. � • O�• AND ARE THE PROPERTY OF THE ARCHITECT. G.LOAD PATH5 ARE INDICATED BY SECTION DRAWINGS. /^ V �C �p INFRINGEMENTS WILL BE PROSECUTED 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/t PA WCFM-1995.(5EE NAILING V ) SCHEDULE) JJJ \ O� 2017 ALL RIGHTS RESERVED A 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. RIDGE GI^��OeO 2 � OS� 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEY5 AND CRICKET5 SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE L15ED AT ALL INTERSECTIONS OF SLOPED ANID VERTICAL SURFACES,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT IMTER5ECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ONI THE DRAWINGS AND SHALL BE 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED 1 FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLO5ED-CI11L 5PRAY-IN FOAM INSULATION (R,-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED X15 INDICATED ON DRAWINGS. y� 12.NEW INTERIOR DOORS SMALL MATCH EXISTING. ,D�,„,,, v Robert I. Brown 13. NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TMI C36,AND SHALL BE � � D`of�� 'SHEETROCK 5W°BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE Architect, P.C. 1/2' CROSS SECTION END VIEW 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED'THREE(3)COATS.ALL EXTERIOR p CORNERS SHALL HAVE METAL CORNER BEADS. 205 Bay Ave. Greenport NY FINISHES NO info@ribrownarchitect.com 1. NEW W 631-477-9752 OOD FLOORS SHALLBE 4"WHITE OAK �* 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. ti 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN \ SET ADHESIVE. 2.EXTERIOR PAINT SHALL BE LATEX ACRYIJC BY BENJAMIN MOORS OR APPROVED i Dn s®�40M /S O EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS ANDC \O RECOMMENDATIONS. COLOR TO BE SELECTED. ^\ - O 3.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEIUNG5 SHALL BE SEALED CORNER S� AND ED.PAINTTING SHALL BE TWO (2)COAT5 BENJAMIN MOORE AQUA PEARL PRONGCa^COA ON "f" °O° '"" Q��O 0� UNLESS ACTING UNDER THE DIRECTION OFA 2 `\� LICENSED ARCHITECT,TO ALTER ANY ITEM ON _ TAIL COLOR TO BE SELECTED. "R "w f`°""" � HOLDDOWN v Tp D�&E 3.3Bi WC11�1995 IM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2 i numfwrzs*wBos aD �Bw THIS DRAWING IN ANY WAY.ANY AUTHORIZED O ALTERATION MUST BE NOTED,SEALED,AND �/1 J DESCRIBED IN ACCORDANCE WITH THE LAW. IN MOO C SEMI-GLOSS PAINT. � J `vLABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES PROVIDE A V )STEM TO HEAT AND COOL THE LIVIN G SPACESYTHE DRA G5 A I RESIDENTIAL CODE vv OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE °a TO WORK. x V RED qq 2.PROVIDE WEIL-MCW`N UG-299 WALL MOUNTED GAS BOILER,299,000'BTU/H, `�/� �` ��� FlT)•QpO 95°7 AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. 3.PROVIDE RHEEM RA 17 4 TON COMPRESSOR(2 STAGE)OR APPROVED EQUAL FOR 0) (7 (' t jNEWZONEW. rRrnmaeecwwx ME_1. ,11-1 4e 4.PROVIDE AIR-HANDLER,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE w a m«iD BaSn E TCR I p MM f.sies,,NNE RED. * \ {'y THE WORK FOR NEW ZONES. 1 PLUMBING _ ,t 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECE55ARYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS 341 Q� AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL 13E ON THE ;. APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY ;;• THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. s 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDERTHE `w CLIENT/OWNER 5UPEPV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPILEPON,THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TL?WN OF �.r UPLIFT CONNECTIONS SOUTHOLD. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS', j CERTIFICATIONS,LICEN5E5 AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND CONNECTIONS DETAIL H C KE M EYE R FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. scut:i¢-iv ELECTRICAL 1.FUFNI5H ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND 5EMICE5 NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL 5Y5TEM5 AND RELATED WORK INCLUDING,13UT NOT LIMITED T'O: CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING, LIGHTING, t 0 PROJECT TITLE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DIEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINIG5 AND rs• acs �9- RENOVATIONS AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY IN5TAI IED TRANSFORMERS AND ,o ELECTRICAL DISTRIBUTION 5Y5TEM5. •V 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECMCAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 Qw (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH GAT(OSHA), 245 BAYVIEW AVE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER I \\ SOUTHOLD NY APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT �^ • 1 �j� , REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS 111 ' 0 LABORATOME5,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN"11CH THEY V WILL BE INSTALLED. n 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE ' / DRAWING TITLE SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. DC9 I/ �^ vvv 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, SITE PLAN AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES O SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS E NE i�L 1L NOTE S ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON'WHICH SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE NEW YORK STATE,THE NEPA NATIONAL FIRE SITEPLAN ALARM CODE NO.72-1993 SHALL BEE PROVIDED OUTSIDE EACH SEPARATE SLEEPING SCALE AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. 26 SEPT, 2017 1 = 10 CONTRACTOR SHALL COORDINATE WITH OWNER'5 ALARM COMPANY FOP OMOKE AND BURGLARALARM5 AS NECESSARY. SCALE: I II _ 10'-011 DRAWING NO. ISSUES/REVISIONS EXISTING ENTRY PORCH TO BE REMOVED F — — — 20'-2" EXISTING ROOF RAFTERS TO REMAIN NEW CD-X RATED PLYWOOD SHEATHING OVER 4'-91 -32" 5'-32" 4' _92" _ EXISTING RAFTERS; B ~ E B 12 ICE*WEATHER SHIELD @ PERIMETERS* HIPS ARCHITECTURAL ASPHALT ROOFING OVER#15 FELT 5 L--- CONTINUOUS RIDGE VENT _G2" i 17u _ R-19 BATT INSULATION 5 N EXISTING CEILING JOISTS TO REMAIN N - REPLACE WHERE NECESSARY U in ^'(2) 2xG COLLAR TIES, D SED R-19 BATT INSULATION ODIPIED MASTER BEDRO M C�i © (2) 2x8 HEADER(TYP.) (2) 2x8 HEADER(TYP.) C Cn co CATHEDRAL CEILING ; — C 7 7 _ i d A7 (2) 2xG COLLA IES, D SED I w} - EXISTING STUD WALL TO REMAIN 3G" BUILT-IN PROVIDE NEW HARDIE SHINGLE SIDING ACCESS PANEL �� BOOKSHELVES R-15 BATT INSULATION TO ATTIC ABOVE LI E OF CEILING 7u _ _ 4- u _J NEW 4x4 POSTS, 2x2 --- t` NCH— 9G" �� U N BALUSTERS $ CAP RAIL VINYL SHOWER PANEL ® O3 U EXISTING BEDROOM MODIFIED KITCHEN NEW 5/4"x G" CONTINUOUSLY AROUND ALL WALL SURFACES FLOOR --- M DIFIED BATHROOM ujt ut w __ _ DECKING -TO RECEIVE TILE �j _ ( } EXISTING FLOOR JOISTS TO REMAIN w R-19 BATT INSULATION - 2x8 RIM BOARD GLASS SHOWER ENCLOSURE N MODIFIED FOYER 2xG JOISTS Iz EXISTING CMU FOUNDATION (2) 2x8 P.T. GIRDER 3 TO REMAIN x8 LEDGER BOARD 4x4 POST w/POST CONNECTOR 7 3_-- Lu GRADE , GRADE � CLOSET O 2" RAT SLAB THROUGHOUT LINEN PANTRY __ — 10"50NOTU13E PIER ON m 20" ROUND FOOTING 3 I - NEW 4x4 POSTS, 2x2 L ch BALUSTERS $ CAP RAIL S E CT I O N A II ® l?i CONTINUOUSLY AROUND - SCALE: 114' = 1'-O' E N T ICY DECK SECTION Ln A A SCALE: 114" = P-O" 7A7 O MODIFIED KITCHEN v EXISTING BEDROOM N L © AREA:9C 5F Z jl C b%:7.7 5F(LIGHT) wi O 5' 4%:3.9 5F(VENT) I: — N' m0 - -3 8"- �- In - NEW CD-X RATED PLYWOOD SHEATHING OVER EXISTING ROOF RAFTERS TO REMAIN EXISTING RAFTERS; LINE pF CEILING 12 — 1 2 ICE*WEATHER SHIELD @ PERIMETERS*HIPS L ARCHITECTURAL ASPHALT ROOFING OVER#15 FELT 5 BUILT-IN BANQUETTE -iN N CONTINUOUS RIDGE VENT R-19 BATT INSULATION 22 SEPT, 2017 PRELIMINARY LIFT UP SEAT TOP R STORA E BEADBOARD FINISH RAISED PANEL D AIL ON FRO SIDE ON CATHEDRAL CEILING if (2) 2xG COLLAR TIES, DRES ED mi A 11 U (2) 2xG COLLAR TIES EXISTING FAMILY ROOM Z THESE PLANS ARE AN INSTRUMENT OF SERVICE (2) 2x8 HEADER(TYP.) AND ARE THE PROPERTY OF THE ARCHITECT. O _ CATHEDRAL CEILING m - o INFRINGEMENTS WILL BE PROSECUTED (2) 2xGSTUD zoic ALL RIGHTS RESERVED A7 - (2) 2xG COLLARTIES, D SED m x EXISTING STUD WALL TO REMAIN =.N EACH WINDOW(TYP.) EN PROVIDE NEW HARDIE SHINGLE SIDING Q ), R-1 5 BATT INSULATION 6 co w �9 ' — z NEW 4x4 POSTS, 2x2 (2) 2xG COLLAR TIES, DRESSED m i BALUSTERS $CAP RAIL Q-} EXISTING FAMILY ROOM N 5/4"x G' DECKING CONTINUOUSLY AROUND Robert I. Brown EXISTING FLOOR JOISTS TO REMAIN Architect P.C. (3) 13/4 x 117/8' 2.0E MICROLLAM LVL HEADER N EXISTING CMU FOUNDATION I TO REMAIN F20 Bay Ave. Greenport NY 20 info@ribrownarchitect.com 2' RAT SLAB THROUGHOUT 631-477-9752 --- - � •• 18'-G" SECTION B IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NEW 4x4 POISTS, 2x2 NEW 4x4 POSTS, 2x2 UNLESS ACTING UNDER THE DIRECTION OFA BALUSTERS $ CAP RAIL BALUSTERS $CAP RAIL ON CONTINUOUSLY AROUND EXISTING CK TO REMAIN CONTINUOUSLY AROUND SCALE: 1/4" = I'-O" LICENSED ARCHITECT,TO ALTER ANY ITEM THIS DRAWING IN ANY WAY.ANY AUTHORIZED NEW 5/4 G" DECKING ALTERATION MUST BE NOTED,SEALED,AND REPAIR AND REPLACE CK TRUCTURE AS NECESSARY DESCRIBED IN ACCORDANCE WITH THE LAW. D AI�Oyi Q��\y0 SPT 1, Q o,� 63 o NEW CD-X RATED PLYWOOD SHEATHING OVER E�� EXISTING ROOF RAFTERS TO REMAIN EXISTING RAFTERS; ICE t WEATHER SHIELD @ PERIMETERS t HIPS 12 ARCHITECTURAL ASPHALT ROOFING OVER#15 FELT 5 CONTINUOUS RIDGE VENT R-19 BATT INSULATION CLIENT/OWNER EXISTING CEILING JOISTS TO BE REMOVED H O C KE M EYE R (2) 2x8 HEADER(TYP.) NEW(2) 2xG COL-AP TIES, DRESSED PROJECT TITLE EXISTING STUD WALL TO REMAIN WINDOW CCHEDULE WINDOW 5CHEDULE NEW CATHS RAL CEILING mI PROVIDE NEW HARDIE SHINGLE SIDING RENOVATIONS R-1 5 BATT INSULATION MODEL 51ZE TYPE LITE QUANTITY NOTES LOCATION 51ZE TYPE MAKE 5WING HARDWARE NOTES A TW 28410 2'1 O"x 5'1' DH G OVER 1 4 1 FRONT ENTRY 2'8'x 08" ANDERSEN RH LOCK5ET 245 BAYVIEW AVE B TW 2846 2'1 O"x 49" DH G OVER 1 4 1-5TORY EGRE55 2 REAR PORCH 15'10'x 08' FwG I GOG8-4 ANDER5EN - MODIFIED M TER BEDROOM SOUTHOLD, NY C TW 2032 2'2'x 35' DH G OVER 1 1 3 FOYER CL05ET 210'x G'8' TRUSTILE RHR PA55AGE EXISTING FLOOR JOISTS TO REMAIN D A 351 3'5"x 2'4" AWNING G LITE I TEMPERED GLA55 4 MASTER BED 2'G'x G'8' TRU5TILE LH PRIVACY EXISTING CMU FOUNDATION DRAWING TITLE TO REMAIN E CLR 20 2'1'0 CIRCLE - 1 5 MA5TER BED CL05ET 2'O'x G'8' TRU5TILE LHR PA55AGE GRADE FLOOR PLAN G BATH 24'x G'8' TRU5TILE LH PRIVACY 2" RAT SLAB THROUGHOUT 7 BATH LINEN 2'0'x G'5' TRU5TILF KHR PA55AGE SECTIONS ALL WINDOWS ANDERSEN 400 SERIES WISECTION C NDOWS TO BE WHITE 1�CTERIOR,PINE INTERIOR,FULL IXTI=RIOR SCREENS, 8 BEDROOM 2 2'G'x 6'8' TRUSTIES PH PRIVACY CLA551C SERIES LOCK5 HARDWARE IN WHITE FIN15H 26 01] SCALE 9 BED 2 CL05ET 210'x G'8' TRU5TILE LHR PASSAGE SCALE: 1/4* = I'-O' SEPT,' 1/4" DRAWING NO. ISSUES/REVISIONS 12 5D NEW ARCHITECTURAL ASPHALT SHINGLES NEW ARCHITECTURAL ASPHALT SHINGLES ANDERSEN 400 SERIES (4)TW 28410 FM NEW 4x4 POSTS, 2x21H EXISTING STUD WALL TO REMAIN BALUSTERS $CAP RAILEXISTING STUD WALL TO REMAIN PROVIDE NEW HARDIE SHINGLE SIDING ANDERSE 0 SERIES CONTINUOUSLY AROUND PROVIDE NEW HARDIE SHINGLE SIDING R-1 5 BATT INSULATION FWG 68-4 (, K 15 BATT INSULATION ANDERSEN 400 SERIES Fffl = NEW 4x4 POSTS, 2x2 TW 2032 BALUSTERS $CAP RAILEff ulANDERSEN 400 SERIES NEW 5/4"x 6" D CKING CONTINUOUSLY AROUND TW 2846 EXISTING CMU FOUNDATION __- TO REMAIN O O O O (4) BOTTOM STEP LIGHTS (4) BOTTOM STEP LIGHTS NEW 5/4" x 6° DECKING NEW ENTRY DECK REPAIR AND REPLACE DECK STRUCTURE AS NECESSARY REAR ELEVATION SIDE ELEVATION SCALE: 1/4' = 1�-o" SCALE: 114" = 1'-0" 22 SEPT, 2017 PRELIMINARY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 NEW ARCHITECTURAL ASPHALT SHINGLES IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 12 LICENSED ARCHITECT,TO ALTER ANY ITEM ON 5 THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND NEW ARCHITECTURAL ASPHALT SHINGLES DESCRIBED IN ACCORDANCE WITH THE LAW. ----- ED 4q(,,yi Q, 00 O�Z ' NEW 4x4 POSTS, 2x2 - NEW 4x4 POSTS, 2x2 ' BALUSTERS $ CAP RAIL EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO REMAIN BALUSTERS $CAP RAIL 'S CONTINUOUSLY AROUND Cpl PROVIDE NEW HARDIE SHINGLE SIDING PROVIDE NEW HARDIE SHINGLE SIDING ANDERSEN 400 SERIES PROVIDE NEW HARDIE SHINGLE SIDING CONTINUOUSLY AROUND � X41 Q� R-1 5 BATT INSULATION R,15 BATT INSULATION A 351 K-15 BATT INSULATION TF vJ�O ANDERSEN 400 SERIES ANDERSEN 400 SERIES ANDERSEN 400 SERIES - - TW 2846 - - - � - TW 2846 - - - - - - - - - - - - - - - - TW 2846 - - - - - - - - - CLIENT/OWNER _ EXISTING CMU FOUNDATION EXISTING CMU FOUNDATION EXISTING CMU FOUNDATION HOCKEMEYER TO REMAIN TO REMAIN TO REMAIN PROJECT TITLE FRONT ELEVATION SIDE ELEVATION RENOVATIONS SCALE: 114" = 1'-0" SCALE: 114' = 1'-O" 245 BAYVIEW AVE SOUTHOLD, NY ELEVATIONS 26 SEPT, 2017 SCALE 1/4" = "-0"' DRAWING NO. ISSUES/REVISIONS LIGHTING TO BE DETERMINED OUTLETS PER CODE 1 GPI SD i' \ VENT lx'l sD co $$ 1 FO REFR I SD I 22 SEPT, 2017 PRELIMINARY LIGHTING TO BE DETERMINED EXISTING LIGHTING OUTLETS PER CODE TO REMAIN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED I I a Robert I. Brown Architect, P.C. 20Bay Ave. Greenport NY info@ribrownarchitect.com ` 631-477-9752 LIGHTING TO BE DETERMINED OUTLETS PER CODE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ��p F D ARCy 5 SPT I,gqo irk. CLIENT/OWNER HOCKEMEYER PROJECT TITLE —— — — _— —— RENOVATIONS LIGHTS IN BOTTOM RISER SEE ELEVATIONS 245 BAYVIEW AVE SOUTHOLD, NY ELECTRIC PLAN 26 SEPT, 2017 SCALE DRAWING NO. RESIDENTIAL GENERAL NOTES ISSUES/REVISIONS MISC. GENERAL NOTES 1.THI5 PROJECT 15 A RENOVATION OF AN EXISTING ONE STORY SINGLE FAMILY RESIDENCE, CLIMATIC AND GEOGRAPHIC CRITERIA CLASSIFIED AS R-40. GROUND SNOW LOAD 20 PSF (PER FIG.R301.2(5)RCNY5 2015) 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE FE51DENTIAL CODE NEW YORK STATE WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.P301.2(4)RCNY5 2015) 201515 15'-C'. SEISMIC DESIGN CATAGORY B (PER SECT.8301.2(2)RCNY5 2015) 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). WINTER DESIGN TEMP I I"F (PER TABLE N 1 101.2) 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.5.AND FLOOD ZONE N/A (PER FEMA MAP) THE AF E PA WWOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. FROST LINE DEPTH 36' BASED O N SURVEY BY: WEATHERING PROBABILITY SEVERE (PER FIG.8301.2(3)RCNYS 2015) 5.DE51GN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. P ECO N I C S U RV EYO RS y P.C. DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5 2015. PER TABLE 301.5 RCNY5 2015 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. ROOMS OTHER THAN SLEEPING 40 P51 DATED: 9 AUGUST 2005 WIND EXPOSURE CATEGORY'C'.FOR 130 MPH 3 SECOND GUST. SLEEPING ROOMS 30 P51 ATTICS WITH LIMITED STORAGE 20 P51 LOCATION LIVE DEAD DEIECi LIMB ATTICS WITHOUT STORAGE I O P51 STAIRS 40 P51 SCTM: 1000-52-05-27 I ST.FL. 40 LB. 12 U360 2ND.FL.(SLEEP AREA) 30 LB, 12 U360 ATTIC(NON STORAGE) 20 LB. 10 U36Q ZONED: ROOF 20 LB. 15 WCO NAILING SCHEDULE (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR G.THE ARCHITECT ASSUMES NO RE5PON51BIUTY FOR THE CONSTRUCTION MEANS,METHODS, ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING LOT AREA: 7,905 S F (0. 18 AC) CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED ROOF FRAMING OR IMPLIED IN THE USE OF THESE PLANS. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST EX 1 STING HOU-9E: 81 G 5f DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR CEILING J015T LAP5 OVER PARTITION((FACE-NAILED) 3 EACH LAP DECKS: 328 S F DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIDGE STRAP(EACH END) 2 PER TIE NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BLOCKING TO RAFTER (END NAILS 2-8d EACH END SHED: 134 5f RIM BOARD TO RAFTER(END-NAILED) 2-I Cd EACH END COMPLETE THE WORK. WALL FRAMING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Cd PER FOOT TOTAL COVE RAGE: 1278 S F AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Cd J015T EA.51DE 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF STUD TO STUD(FACE-NAILED) 2-I Cd 24'O.C. OCCUPANCY. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGE5 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY EX 1 ST I N G LOT COVERAGE: I G. I % DEMOLITION BOTTOM PLATE TO FLOOR JOIST,BAND J015T, 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND END J015T OR BLOCKING(FACE-NAILED) 2-I Cd PER FOOT /7 AS NECESSARY,AND REMOVE DEBRIS. FLOOR FRAMING 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T INSTALLATION OF NEW YORK. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLESS BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END PROPOSED ALTERATIONS OTHERWISE NOTED. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST DEMOLITION AND CONSTRUCTION. J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO J015T(END-NAILED) 3-1 Cd PER J015T EXI STING HOUSE: 81 G cJ' F TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Cd PER FOOT AS NECESSARY. ROOF SHEATHING NEW ENTRY DECK: 24 SF 0 LS FOUNDATIONS 5TRUCURAL PANE8d (TABLE 3.8) 2-8d PER SUPPORT 0/ .ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5q.Ft. DIAGONAL BOARD SHEATHING SHED: 134 5f 8' O`� I2.CONCRETE TO BE PLAIN,REINFORCED,3,000 i.-28 DAY TEST. I'xC'OR 1'x 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. I'%I O"OR WIDER 3-8d PER SUPPORT PROPOSED COVERAGE: 974 SF CEILING SHEATHING O GENERAL CONSTRUCTION 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55APY TO GYPSUM WALLBOARD 5d coolers 7-EDGE/ 1 O'FIELD \ O/ // COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR WALL SHEATHING PROPOSED LOT COVEIRAGE: 12.3%O REA50NABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5TKUCURAL PANEL 8d (TABLE 3.9) 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. FIBERBOARD PANELS 3.INTERIOR TRIM SHALL MATCH EXISTING. 7/1 G" 8d 3-EDGE/C'FIELD 4.FRAMING ELEMENTS: 25/32' 8d 3'EDGE/6'FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD OR BETTER. AN HARDBOARD 8d (TABU 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT A AND DRILLED IN ACCORDANCE WTTH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. PARTICALBOARD PANELS 8d (TABLE 3.9) C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. DIAGONAL BOARD SHEATHING RUNOFF CALCU LATI 0145: D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. I"x6'OR 1'x8' 2-8d PER SUPPORT E.ALL HEADERS C'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER IN 10'OR WIDER 3-8d PER SUPPORT WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. FLOOR SHEATHING GSFI� F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM5 AS PER N.Y.5.CODE 923 x I G 7 x 7.5 _- I i 5 G g OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. STRUCURAL PANELS G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR A5 NOTED ON DRAWINGS. I'OR LESS 8d C'EDGE/ 12"FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON GREATER THAN I' I Od 6'EDGE/C'FIELD REQUIRES ( I ) 8'-0"d x 4'-0" D RYWELL DRAWING. DIAGONAL BOARD SHEATHING I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I"xC"OR I'x8' 2-8d PER SUPPORT 26 SEPT, 2017 CONNECTORS BY'5IMP50N"OR APPROVED EQUAL. I°x I D'OR WIDER 3-8d PER SUPPORT \S' J.NAILING SCHEDULE SHALL BE A5 PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2°x6"STUDS F SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE 22 SEPT, 201'] PRELIMINARY ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. / S �2 O L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ,p M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY'51MP50N'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS.PROVIDE HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. ��O / �C '17iESE PLANS ARE AN INSTRUMENT OF SERVICE 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS O REQUIRED. O`� TA AND ARE THE PROPERTY OF THE ARCHITECT. � .✓ 6.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. O�/( � INFRINGEMENTS WILL BE PROSECITTED ,fJ�G 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/t PA WCFM-1995.(5EE NAILING O,n/' ( ` SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. RIDGE O / / O,p�� zo1Z ALL RTGFi'TSRESERVED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICK)f5 SHIALL BE ALUMINUM. 1O 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT �wo"cresnw STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY,AND ROOF AND WALLS. \ / 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THIE DRAWINGS AND SHALL BE i 2-1/2 Ib. DENSITY FIBER-GLA55 BATT5 CONFORMING TO THE 5PECIFICAT11ON5 FOR PRE-FORMED FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION \ / (R-6.5 PER INCH)BY IGYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW INTERIOR DOOR5 SHALL MATCH EXISTING. ' . z. \ Robert 1. Brown 13. NEW HARDWARE SHALL MATCH EXISTING. T �« p � 14.GYPSUM BOARD SHALL BE EA5ED EDGE TYPE,CONFORMING TO A5TM C3,6,AND SHALL B «" E wO E o i�w o e T_ «SHEETKOCK 5W BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 'p .��, o Architect, P.C. 1/2" CR055 SECTION END VIEW 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEA Zo5 Bay Ave. Greenport NY FINISHES info@ribrownarchitect.com 1. NEW WOOD FLOORS SHALL BE 4"WRITE OAK *p 1 631-477-9752 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN « s o SET ADHESIVE. • - ,wu nv u. 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED '/S EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. ' u '✓C O 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BYTHE WORK UNLESS VIOLATION DERTHF THE AWFORANYPERSON, SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED CORNER ��� S,S KO,/n�- UNLESS ACTING UNDER THE DIRECI70N OFA AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL '9 /�O �J /2 b '/Jl LICENSED ARCHrECT,TOALTER ANY ITEMON LATEX PAINTED,COLOR TO BE SELECTED. "T"" F `�"Y "" ""«E"" " HOLDDOWN /' 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) "12OMP" eiMN«5�' ««dn Q `�C THiSDRAWINGINANYWAY.ANY AUTHORIZED \VVV COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. . ` ALTERATION MUST BE NOTED,SEALED,AND HVAC N DESCRIBED IN ACCORDANCE WTTH THE LAW. 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES V AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE P OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE ,=. WORK. 2. 2.PROVIDE WEIL-MCLAIN UG-299 WALL MOUNTED GAS BOILER,299,000 BTU/H, 95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. \ C r 3.PROVIDE RHEEM RA 17 4 TON COMPRESSOR(2 STAGE)OR APPROVED EQUAL FOR NEW ZONEW. 4.PROVIDE AIR-HANDLER,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK FOR NEW ZONES. v PLUMBING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015.OR 3�1 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. NETvV 10' 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER SAVING AND CONSERVATION. ALLFIXTURES SHALL BE ON THE APPROVED'U5T OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBU5HED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE CLIENT/OWNER SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD UPLIFT CONNECTIONS 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, j CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND CONNECTIONS DETAIL H O C KE M EYE R FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. ELECTRICAL 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND 5ERVICF-5 NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: 1 PROJECT TI TLE CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, �+ SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES 1O�/,(\ v WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND S 'o RENOVATIONS INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND � ���V/ ELECTRICAL DISTRIBUTION SYSTEMS. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 ,/� •��/sj/ `V\V (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), O 245 BAYVIEW AVE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY iOTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MOPE STRINGENT SOUTHOLD, NY REQUIREMENTS WILL APPLY. �(( 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS �^////'\��\ , 1 l^ 4c�Ou Y LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY T J I WILL BE INSTALLED. / ' �0\ \ 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE ���/// DRAWING TITLE SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES (/ AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, OCD SITE PLAN AND ANY OTHER APPLICABLE JURISDICTION. �J G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES O SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL GENERAL NOTE S ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL 51TE F 25 JULY, 2018 SCALE =10' CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND AUS BURGLAR ALARMS AS NECESSARY. \q DRAWING NO. SCALE: I " = 10'-0" ��1��% Ii:o 4.J 1.:..T:..�..J'lSa Jar%�:JC"1. �.. 4, - ISSUES/ REVISIONS EXISTING ENTRY PORCH TO BE REMOVED 20'_2" NEW CD-X RATED PLYWOOD SHEATHING OVER 2" 5'-31 5'-32" 4'-92" - EXISTING ROOF RAFTERS TO REMAIN IX15TING RAFTERS; --- -- - �► ICE*WEATHER SHIELD @ PERIMETERS #- HIPS L E' 12 ARCHITECTURAL ASPHALT ROOFING OVER#5 FELT r -- - 5 CONTINUOUS RIDGE VENT I G'-G2" -- �, _ R-19 BATT INSULATION EXISTING CEILING JOISTS TO REMAIN N', REPLACE WHERE NECESSARY Ln R-19 BATT INSULATION Ln O (2) 2x8 HEADER(TYP.) --� (2) 2x8 HEADER(TYP.) q = m O A7 Lu. _ EXISTING STUD WALL TO REMAIN m 30 BUILT-IN PROVIDE NEW HARDIE SHINGLE SIDING _ =� --- �I BOOKSHELVES R-15 BATT INSULATION U E OF CEILING --4' O 1` N NEW 4x4 POSTS, 2x2 NCN BALUSTERS $CAP RAIL VINYL SHOWER PANEL O O I U yy EXISTING BEDROOM MODIFIED KITCHEN NEW 5/4'x G" CONTINUOUSLY AROUND ALL WALL SURFACES FLOOR _ = w -_ ► _ DECKING TO RECEIVE TILE vi M DIFIED BATHROOM v - O } EXISTING FLOOR JOISTS TO REMAIN w[R-19 BATT INSULATION - -- -- 2x8 RIM BOARD GLA55 SHOWER ENCLOSURE �' - ! N MODIFIED FOYER w EXISTING CMU FOUNDATION Ir Lu 1rO REMAIN x8 LEDGERIBOARD (2) 2x8 P.T. GIRDER 4x4 P05T w/POST CONNECTOR -_ O 3- z GRADE GRADE 0 2" RAT SLAB THROUGHOUT 1 O"50NOTUBE PIER ON —'CLOSET LINEN PANTi�Y __ m 20" ROUND FOOTING IN O I NEW 4x4 POSTS, 2x2 3 I - SECTION A m BALUSTERS $ CAP RAIL p, p CONTINUOUSLY AROUND SCALE: 114" = P-0" E N T ICY DECK SECTION Ln q A SCALE: 114" = P-0" A7 b. < A7 EXISTING BEDROOM MODIFIED KITCHEN IIJ AREA:96 5F -,, � O 8%:7.7 5F(LIGHT) W '--j 4%:3.9 5F(VENT) 5 L - mD —IN m Orn 3'_8 (— 4N I 91-G -2 EXISTING ROOF RAFTERS TO REMAIN NEW CD-X RATED PLYWOOD SHEATHING OVER < LINE QF CEILING 1 _ 1 2'_' — ICE*IWEATtHER SHIELD @ PERIMETERS t HIPS L 12 ARCHITECTURAL ASPHALT ROOFING OVER#15 FELT BUILT-IN BANQUETTE SEATING =1N N 5� CONTINUOUS RIDGE VENT 26 SEPT, 201'7 O q R-19 BATT INSULATION R G LIFT UP SEAT TOP FOSTORAGE BEADBOARD FINISH RAISED PANEL DETAIL ON FRONT SIDE ON CATHEDRAL CEILING 22 SEPT, 2017 PRELIMINARY (2) 2xG COLLAR TIES, DRESSED m O (2) 2xG COLLAR TIES EXISTING FAMILY ROOM — (2) 2x8 HEADER(TYP.) cn _ CATHEDRAL CEILING THESE PLANS ARE AN INSTRUMENT OF SERVICE (2) 2xG COLLAR TIES, DRESSED m B (2) 2xG STUD BETWEEN AND ARE THE PROPERTY OF THE ARCHITECT. EXISTING STUD WALL TO REMAIN = EACH WINDOW(fYP.) INFRINGEMENTS WILL BE PROSECUTED A = O PFROVIDE NEW HARDIE SHINGLE SIDING Q p� am7 ALL RIGHTS RESERVED � R 15 BATT INSULATION I NEW 4x4 POSTS, 2x2 (2) 2xG COLLAR TIES, DRESSED BALUSTERS $CAP RAIL O EXISTING FAMILY ROOM NT 5/4'x G" DECKING CONTINUOUSLY AROUND m — (3) 13/4"x 117/8' 2.0E MICROLLAM LVL HEADER EXISTING FLOOR JOISTS TO REMAIN N EXISTING CMU FOUNDATION Robert I. Brown - TO REMAIN Architect, P.C. O 18 G 2" RAT SLAB THROUGHOUT into@rlbrownarch'tect om 631-477-9752 SECTION B SCALE: 114" = P-0" PT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A REMOVE EXISTING DECK ED RCHITECI',TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WT rH THE LAW. �-RED qRc� J CR) 1. Q �,� `? !d NEW CD-X RATED PLYWOOD SHEATHING OVER EXISTING ROOF RAFTERS TO REMAIN EXISTING RAFTERS; �9T x,341 ICE*WEATHER SHIELD @ PERIMETERS t HIPS '�', NE�V�C� 12 ARCHITECTURAL ASPHALT ROOFING OVER#15 FELT 5 CONTINUOUS RIDGE VENT R-19 BATT INSULATION 2"X 4"CC LLAR TIES CLIENT/OWNER W/z"GYP 13D CLG (2) 2x8 HEADER(M.) ` H O C KE M EYE R I EXISTING STUD WALL TO REMAIN NEW CATHEDRAL CEILING 6? PROVIDE NEW HARDIE SHINGLE SIDING PROJECT TITLE R-1 5 BATT INSULATION WINDOW SCHEDULE WINDOW SCHEDULE RENOVATIONS MODEL 51ZE TWE LITE QUANTITY NOTE5 LOCATION 51ZE TYPE MAKE SWING HARDWARE NOTE5 MODIFIED M TER BEDROOM 245 BAYVIEW AVE A TW 28410 2'1 0"x 5'1 DH G OVER 1 4 1 FRONT ENTRY 2'8'x G'8" ANDERSEN Rh LOCK5E7 B EXISTING FLOOR JOISTS TO REMAIN TW 2846 2'1 O'x 4'9" DH G OVER 1 4 1-STORY EGRE55 2 REAR PORCH 15'10'x G'8' FWG I GOG8-4 ANDERSEN SOUTHOLD, NY EXISTING CMU FOUNDATION C TW 2032 2'2"x 35' DH G OVER 1 1 3 FOYER CL05ET 2'0"x 08' TRUSTILE PHP PASSAGE TO REMAIN D A 351 35'x 2'4' AWNING G LITE I TEMPERED GLA55 4 MASTER BED 2'G'x G'8' TRU5TILE LH PRIVACY GRADE ]DRAWING TITLE 2" RAT SLAB THROUGHOUT E CIR 20 2'1"0 CIRCLE 1 5 MASTER BED CL05ET 2'0'x G'8' TRU5TILE LHR PASSAGE FLOOR PLAN G BATH 2'4'x 98" 1RU5TILE LH PRIVACY 7 BATH LINEN 2'0'x G'8' TRUSTII.E PHI? PASSAGE SECTION C 'SECTIONS ALL WINDOW5 TO BE ANDER5EN 400 SERIES WINDOWS TO BE WHITE EXTERIOR, R PINE INTERIOFULL EXTERIOR SCREENS, 8 BEDROOM 2 2'G'x G'8' TRUSTIES RH PRIVACY SCALE: 114" = I'-0" CLA551C 5ERIE5 LOCK5 4 HARDWARE IN WHITE FIN15H 9 BED 2 CL05ET 2'0"x G'8' TRU5TILE LHR PASSAGE 25 JULY, 2018 SCALE 1/411 =Iv-011 DRAWING NO. ISSUES/ REVISIONS 12 5� NEW ARCHITECTURAL ASPHALT SHINGLES NEW ARCHITECTURAL ASPHALT SHINGLES ANDERSEN 400 SERIES (4)TW 284 10 NEW 4x4 POSTS, 2x2 EXISTING STUD WALL TO REMAIN BALUSTERS $CAP RAIL DCI5TING STUD WALL TO REMAIN FM E[ LI 1 1 .11 Lm Ml FM I FTI PROVIDE NEW HARDIE SHINGLE 51DING ANDERSEO SERIES CONTINUOUSLY AROUND PROVIDE NEW HARDIE SHINGLE 51DING R-1 5 BATT INSULATION FWG G8-4 R-1 5 BATT INSULATION ANDERSEN 400 SERIES NEW 4x4 POSTS, 2x2 LJ TW 2032 170 BALUSTERS $ CAP RAILfit ANDERSEN 400 SERIES NEW 5/4"x G" D CKING CONTINUOUSLY AROUND TW 2846 DCI5TING CMU FOUNDATION TO REMAIN O O O (4) BOTTOM STEP UGHT5 (4)BOTTOM STEP LIGHTS NEW 5/4"x G' DECKING NEW ENTRY DECK REPAIR AND REPLACE DECK STRUCTURE AS NECESSARY REAR ELEVATION SIDE ELEVATION 26 SEPT, 2017 22 SEPT, 2017 PRELIMINARY SCALE: 114" = P-0" SCALE: 114" = 1'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE ,AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 TT IS A VIOLATION OF THE LAW FOR ANY PERSON, NEW ARCHITECTURAL ASPHALT SHINGLES UNLESS ACPINGUNDER THE DIRECTION OFA ]LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED 12 ,ALTERATION MUST BE NOTED,SEALED,AND 5 L---- DESCRIBED IN ACCORDANCE WITH THE LAW. NEW ARCHITECTURAL ASPHALT SHINGLES GISTEF3Fp ---------- ----- -------------- --- — — OgERT/ �O NEW 4x4 POSTS, 2x2 NEW 4x4 POSTS, 2x2 � :4a BALUSTERS$ CAP RAIL EXISTING STUD WALL TO REMAIN EX15TING STUD WALL TO REMAIN EXISTING STUD WALL TO REMAIN BALUSTERS $CAP RAIL CONTINUOUSLY AROUND PROVIDE NEW HARDIE SHINGLE 51DING PROVIDE NEW HARDIE SHINGLE 51DING P\NDERSEN 400 SERIES PROVIDE NEW HARDIE SHINGLE SIDING CONTINUOUSLY AROUND ,7 R-15 BATT INSULATION R-15 BATT INSULATION A 351 R-15 BATT INSULATION IEANDERSEN 400 SERIES ANDERSEN 400 SERIES ANDERSEN 400 SERIES CLIENT OWNER TW 2846 TW 2846 TW 2846 - - �- - - - - - - - - - - - - - - - - - - - - EXISTING CMU FOUNDATION EXISTING CMU FOUNDATION EXISTING CMU FOUNDATION HOCKEMEYER TO REMAIN TO REMAIN TO REMAIN PROJECT TITLE FRONT ELEVATION SIDE ELEVATION RENOVATIONS SCALE: 114* = 1'-0" SCALE: 1/4" = V-0" 245 BAYVIEW AVE SOUTHOLD, NY ELEVATIONS 25 JULY, 2o18 SCALE 1/4 = 1-0 DRAWING NO. ISSUES REVI51OH5 LIGHTING TO BE DETERMINED OUTLETS PER CODE 1 GFI (p SDLi VENT f0 REFR SD I 26 SEPT, 2017 LIGHTING TO BE 22 SEPT, 2017 PRELIMINARY DETERMINED EXISTING LIGHTING OUTLETS PER CODE TO REMAIN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. F INFRINGEMENTS WILL BE PROSECUTED 2M7 ALL RIGHTS RESERVED r� \ �\ Robert I. Brown �- - - Architect, P.C. \ \� 205 Bax Ave. Greenport NY inro@ribrownarchitect.com LIGHTING TO BE DETERMINED 631'477-9752 OUTLETS PER CODE \ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 1 THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 1 DESCRIBED IN ACCORDANCE WITH THE LAW. 1 \SRED q,�? T. 31A N'ON CLIENT/OWNER HOCKEMEYER PROJECT TITLE RENOVATIONS 245 BAYVIEW AVE SOUTHOLD, NY ELECTRIC PLAN 25 JULY, 2o18 SCALE DRAWING NO.