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43347-Z
���gueF°t�-coG� Town of Southold 12/15/2020 P.O.Box 1179 a a ' 53095 Main Rd y�al Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41687 Date: 12/15/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2072 Village Ln., Orient SCTM#: 473889 See/Block/Lot: 24.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2016 pursuant to which Building Permit No. 43347 dated 12/21/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion to year round single-family dwelling with roof decks as applied for per ZBA#6991, dated 10/20/2016. The certificate is issued to Faerber,Max&7imena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41225 3/1/2018 PLUMBERS CERTIFICATION DATED 8/4/2020 lambing&ftating T ignature o�SU Kyo, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY �Ol � Sao 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#: 43347 Date: 12/21/2018 Permission is hereby granted to: Faerber, Max 525 W End Ave New York, NY 10024 To: Construct additions and alterations (non-substantial improvement) to an existing seasonal multiple dwelling to be converted into a single-family dwelling with flood permit as applied for per DEC Non-Jurisdiction letter, Trustees, ZBA & Landmarks Preservation Commission approvals. Replaces BP#41225 At premises located at: 2072 Village Ln., Orient SCTM #473889 Sec/Block/Lot# 24.-2-27 Pursuant to application dated 12/21/2018 and approved by the Building Inspector. To expire on 6/21/2020. Fees: PERMIT RENEWAL $282.40 Total: $282.40 QBdi g Inspector sor-a4, , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE A • 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#: 41225 Date: 12/14/2016 Permission is hereby granted to: Faerber, Max & Jimena 525 W End Ave New York, NY 10024 To: construct additions and alterations (non-substantial improvement) to an existing seasonal multiple dwelling to be converted into a single-family dwelling with flood permit as applied for per DEC Non-Jurisdiction letter, Trustees, ZBA & Landmarks Preservation Commission approvals. At premises located at: 2072 Village Ln, Orient SCTM # 473889 Sec/Block/Lot#24.-2-27 Pursuant to application dated 12/2/2016 and approved by the Building Inspector. To expire on 6/15/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $564.80 Flood Pennit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $714.80 Bui In actor Forms No.6 D [EQEO'V[E TOWN OF SOUTHOLD D BUILDING DEPARTMENT TOWN HALL DEC _ 9 2016 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUILDING DFpr. TOWN OF SOUTI3OLD 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. D'C' 0) <�-o New Construction: Old or Pre-existing Building- X (check one) Location of Property: 2072 VILLAGE LANE, ORIENT House No. Street Hamlet Owner or Owners of Property: Max and Jimena Faerber Suffolk County Tax Map No 1000,Section 24 • Block 2 Lot 27 Subdivision nn Filed Map. Lot: Permit No ( 0�� Date of Permit Applicant: Hideaki Ari i zumi Health Dept. Approval: n/a Underwriters Approval: Planning Board Approval. n/a' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a R Applicant Signature SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® e roqer.richert(D-town.Southold.ny.us Southold,NY 11971-0959 a Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Faerber Address: 2072 Village Lane city:Orient st: New York zip: 11957 Building Permit#: 4.1225 Section: 24 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 17 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 4 Wall Fixtures 13 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures $ CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 2- Exhaust Fans, 3- ARC Fault Circuit Breakers, 1- Combination ARC/ GFCI Circuit Breaker. Notes: Inspector Signature: Date: March 1, 2018 0-Cert Electrical Compliance FormAs SQUTy�Io Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD t, 4 ZIA CERTIFICATION '41z' g p Date: Building Permit No. 3?jl�� Owner: Ar �)�F (Please print) Plumber:_ (Please print) ✓ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this-- day of , 20 0() Cheryl J. Armstrong Notary Public, State of New York No. OAR6322537 Qualified in Suffolk County. Commission Expires April 6,—ZP Notary Public, ll �� L County soulyo H O cou i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [\4/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] F RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) r REMARKS: a��i O 'rw ah./ �✓ O[� DATE INSPECTOR oF souryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: DATE Lf m INSPECTOR so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. /] OUMNDATION 2ND INSULATION RA IN G / STRAMM FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 4LUwdr ��'yK IK if I w 0 J DATE ANSPECTOR l F SO f � 0 UTyo H O �ycOm,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [VJ/ROUGH PLRG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMIN,G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: tw vm [L ore, m o � 0 DATE �' INSPECTOR �yY� pFSOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [v INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: ta GIS/` O kV6.w wl W • DATE �P INSPECTOR OE SOUTyolo l TOWN OF SOUTHOLD BUILDING DEPT. 766-1802 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: r-7,44teL � DATE 1 INSPECTOR V' - r l OF SOUjy�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION, [ f FOUNDATION 1ST [XFI GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ffl �j ViM ` o 7 0) 0 VN &4A�c 0_ �e� VVW �V 6 r DATE g INSPECTO 1 6 'i i+ K, Y ra_ a F !_ w r } � Y W •l r �1 �t p ! H �Yp f e! yy 1 .w• r • A k ' a lI ,� -- ."- 4� .� —i_ _._ Y.: %h ' ��- r. _ Y. qN ,.. Vic,. _ .:. :. r I�� . _. _ : � � . �_ y���`�w - - ,, _, .. _ �� _ .,; y;.; -�. ,�� .�<. �� �� `' - �. '; ...� , r _ ,: Y` �,`�� k��• �k rr�5,,: �', �, a �, � •���� ��`t. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 7, 2016 TO: Hideaki Ariizumi (Faerber) 651 West Main Street Riverhead,NY 11901 Please take notice that your application dated March 30,2016: For permit to construct additions and alterations to existing nonconforming seasonal multiple dwelling with a nonconforming use: Location of property:2072 Village Lane,Orient,NY County Tax Map No. 1000-Section 24 Block 2 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed additions,on this non-conforming 8,412 sq,ft.lot in the MI District is not permitted pursuant to Article XXIII, Section 280-123 which states;"a nonconforming building containing a nonconforming use shall not be enlarged,or structurally altered or moved, except as set forth below,unless the use of such building is changed to a conforminguse..." In addition the proposed construction is not permitted pursuant to Chapter 280-Bulk Schedule,Attachment 4 which states lots in this zone require a minimum side yard setback of 20 feet. The proposed construction has a minimum side setback of t9 feet. In addition the proposed construction is not permitted without review and approval by the Southold Town Landmarks Preservation Commission,because the property is listed on either the Southold Town,New York State and/or the National Registers of Historic laces and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code pertaining to Landmarks(Local Law No.22)are met,a Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the information counter in the Buildin De artm Aut ted Sign re Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: Apri17,2016 RENEWED: August 1,2016 TO: Hideaki Ariizumi(Faerber) 651 West Main Street Riverhead,NY 11901 Please take notice that your application dated March 30,2016: For permit to construct additions and alterations to existing nonconforming seasonal multiple dwelling with a nonconforming use: Location of property:2072 Village Lane,Orient,NY County Tax Map No. 1000-Section 24 Block 2 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed additions,on this non-conforming 8,412 sq.ft. lot in the MI District is not permitted pursuant to Article XXIII,Section 280-123 which states;"a nonconforming building containing a nonconforming use shall not be enlarged,or structurally altered or moved,'except as set forth below,unless the use of such building is changed to a conforming u In addition,the proposed construction is not permitted pursuant to Chapter 280-Bulk Schedule,Attachment 4,which states lots in this zone require a minimum side yard setback of 20 feet. The proposed construction has a minimum side setback of f9 feet. In addition,the proposed construction is not permitted without review and approval by the Southold Town Landmarks Preservation Commission,because the property is listed on either the Southold Town,New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code,pertaining to Landmarks(Local Law No.22)are met, a Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the information counter in the Building Dej)artmjpnt. Autho ' e Signa e Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 7, 2016 RENEWED: August 1, 2016 AMENDED: August 8, 2016 TO: Hideaki Ariizumi (Faerber) 651 West Main Street Riverhead,NY 11901 Please take notice that your application dated March 30, 2016: For permit to construct additions and alterations to existing nonconforming building with a nonconforming use to be converted to a conforming use(single-family dwelling): Location of property: 2072 Village Lane, Orient,NY County Tax Map No. 1000- Section 24 Block 2 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this non-conforming 8,412 sq.ft. lot in the MI District is not permitted pursuant to Chapter 280-Bulk Schedule,Attachment 4,which states lots in this zone require a minimum side yard setback of 20 feet. The proposed construction has a minimum side setback of f9 feet. In addition,the proposed construction is not permitted without review and approval by the Southold Town Landmarks Preservation Commission,because the property is listed on either the Southold Town,New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code,pertaining to Landmarks(Local Law No.22) are met, a Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying'-for a C of A is available at the information counter in the Building Department. Aut orj Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,ZBA BOARD MEMBERS of ;0 Southold Town Hall Leslie Kanes Weisman,Chairperson �� yo53095 Main Road•P.O.Box 1179 1p Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� ® �0 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'ou►�m,� Southold,NY 11971 http://southoldtown.northfork.net ® D ZONING BOARD OF APPEALS RE�EI E® TOWN OF SOUTHOLD D:73�� OCT 2 4 2016 OCT 2 4 2016 Tel.(631)765-1809•Fax(631)765-9064 �, �l� g�DI1oTC*DT" INGS,DELIBERATIONS AND DETERMINATION outhold Town Clerk TOWN OF S®17TR®I' MEETING OF OCTOBER 20,2016 ZBA FILE: 6991 NAME OF APPLICANT: Max and Jiimena Faerber PROPERTY LOCATION: 2072 Oyster Ponds Lane, Orient NY SCTM No. 1000-24-2-27 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 26, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted , as well as the records available , it is their recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,412 sq. ft. parcel located in the MI Zoning District. The parcel has 103.58 feet of frontage on Orient Harbor, 89.80 feet along the northerly property line bordering residential property, 59.45 feet along a right of way to the east, 40.00 feet along Village Lane and 122.29 feet along a bulkhead on the southerly properly line. The subject parcel is improved with a two story frame house as shown on survey prepared by John C. Ehlers, L.S., last revised July 11, 2016. BASIS OF APPLICATION: Request for Variance from Article XII, Section 280-53 of the Southold Town Code and the Building Inspector's April 7, 2016, amended August 8, 2016, Notice of Disapproval based on an application for building permit to construct additions and alterations to an existing nonconforming building with a nonconforming use to be converted to a conforming single family dwelling, at; 1) proposed addition located at less than the code required minimum side yard setback of 20 feet, located at: 2072 Village Lane, (adj.to Orient Harbor) Orient,NY SCTM# 1000-24-2-27 RELIEF REQUESTED: The applicant requests a variance to allow for a 9 foot single side yard setback where the code requires a minimum of 20 feet in order to enclose an existing roofed over porch and to convert a two story framed seasonal non-conforming four unit apartment building to a conforming single family dwelling, as shown on architectural drawings (COI) prepared by Hideaki Ariizumi, R.A., dated July 18,2016. Page 2, October 20,2016 46991, Faerber SCTM No. 1000-24-2-27 ADDITIONAL INFORMATION: As indicated by the Building Inspector's final Amended Disapproval of August 8, 2016, since the property is located in the Town's Historic District, and listed on the Southold Town Historic Places, a Certificate of Appropriateness will be required pursuant to Landmarks Local Law No. 22 before a permit can be issued by the Town Building Department. A Certificate of Appropriateness #7.19.16.1 was issued on July 19, 2016. Additionally, a Certificate of Occupancy (Z25913) was granted to the owner of this property, dated August 25, 1998, after receiving a variance (44331) on September 13, 1995 for additions and alterations to the multi family dwelling,which reduced the total number of seasonal units from five to four. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The subject dwelling is located within the historic district along Village Lane and has existed in its current location since prior to zoning. The proposed changes will not substantially alter the existing exterior appearance or the existing non-conforming footprint of the subject dwelling,which has received a Certificate of Appropriateness from the Landmarks Preservation Commission. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant proposes to enclose an existing 8. 8 ft. x 6 ft.roofed over porch to gain additional interior space,located along the 9 ft.non-conforming side property line. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 55%relief from the code. However, the historic home has been in existence in its current location for many years before the adoption of Zoning in 1957, the existing footprint will not be altered, and the proposed conversion of the non-conforming multi-unit dwelling to a single family dwelling will make the home conforming to existing zoning. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of minor alterations to a non-conforming historic waterfront dwelling) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson) seconded by Member Schneider, and duly carried. GRANT, the variance as applied for, and shown on the site plan (C01) prepared by Hideaki Ariizume, Architect, dated, July 29, 2016. Page 3, October 20,2016 #6991, Faerber SCTM No. 1000-24-2-27 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and y member public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Horning, Schneider (Member Goehringer not present). This Resolution was duly adopted (4-0). t Leslie Kan s Weisman, Vhairperson Approved for filing l® A/ /2016 � air".l}• �r.;'4F"i �^`i• .��.. 4 �;•'�=' r'r:`6`, `h �v a.� t�` �^l\ ".`ti » :�%�;. r.`,t''`• � f�h��v i} BOARD OF SOUTHOLD TOWN TRUSTEES �a SOUTHOLD,NEW YORK PERMIT NO. 8915 & 8915C DATE: NOVEMBER 16, 2016 ISSUED TO: MAX & JIMENA FAERBER = ' PROPERTY ADDRESS: 2072 VILLAGE LANE, ORIENT D CICO V21 ' k � SCTM# 1000-24-2-27 DEC 2016 AUTHORIZATION BUILDING DEPT. Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Cod"M' i9UTIi0 I`• Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on ; November 16,2016 and in consideration of application fee in the sum of$500.00 paid by Max&Jimena Faerber and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ,( Wetland Permit for the existing f1,447.4sq.ft. two-story dwelling with attached 7 ±435sq.ft. deck on seaward side, and 88sq.ft. covered entry porch on landward side; ' construct an approximate 61x8.7' first story addition under existing covered porch on seaward side; convert northerly section of first floor roof into a 2nd story deck; add drainage improvements for existing and proposed 2nd story decks; replace existing t windows, deck railings, deck columns, and entry porch side lattice screening; and as depicted on the site plan prepared by Studio A/B Architects, dated July 18, 2016 and j rt stamped approved on November 16, 2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, �. and these presents to be subscribed by a majority of the said Board as of this date. I i gUFFQ� ' co / �' ,�, • ��C' Charles J. Sanders � k 1 r ref — ------—------—------ --- --- ��-- ,� ., `lir ;� •�`=.Gfr 'tn'a_- ��.yvx*�„`r' ` �. f- ��r st`<:` `��' '� �' `\';.,�f' Glenn Goldsmith, PresidentQF SO!/r Town Hall Annex Michael J.Domino,Vice-President ,`O�� y�lO 54375 Route 25 - � � P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 COUN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1745C Date: August 15, 2020 THIS CPIZTIFMS that the existing±1447 4sg ft two-story dwelling with-attacked+k435sa.ft. seaward side and 88sq ft covered entry porch on landward side,• construct an apbroximate 6'x8'1' firsf stdry addition under existing covere porch on seaward side• convert-northerly section offirst floot roof into a 2nd story deck- add drainage improvements for existing and,pi'oposed.2nd storv:deoks. replace existitig windows deck railings deck columns and 2jgy porch side,lattice,screenmg; At 2072 Village Lane,Orient , of blk:County�_T.ax Map.#1,006-24-2.1-27 Conforms to-the application for a Trustees Permit heretofore-fled in this office Dated August 1,20.16 pursuant to which Trustees Wetland Permit#8915•Dated November 16,2019,and Coastal Erosion permit#891.5G Dated November 16,2016 was�issued'and conforms to;all of the requirements grid conditions of the applicable provisions of law. The•projoct 'for which this certificate is being issued is for the the existing f1 44Z<.4sq:ft.two-stord dwelling with attached f435sq ftdeck on seaward side and'88sq ft covered ghM-porch onlanidward side construct an a0iroximate 6-'x8.7' first story addition under existing covered porch on seaward side: convert northerly section of first floor roof into a 2nd story deck- add drainage improvements for existing and proposed 2nd story decks,• replace existing windows deck railings deck columns and enWLporch side lattice screening. The certificate is issued to Max&Jimena Faerber owners of he aforesaid property. ' Authorized Signature �J New York State Department of Environmental Conservation BuildipAj%_�,Agy& "4%Broc4N8v 61f�nrlc 11790-2356 Facsimile (516)) 444-0373 Thomas C.Joriing Commissioner Date: /4 7` Re: / 0690 5G/ O U o0 Dear Based on the _information you have submitted, the• New Yotk State Department of Environmental Conservation has determined that: 2 '4'_V YZ Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under -the Tidal Wetlands Act Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may ,include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a i temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. l Very truly yours, i I �rl �f! e uty Regional Permit Administrator cc: A r APPLICATION # ' PAGE 1 of a --- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PC P D VN D This form is to be filled out in duplicate. DEC ® 9 2016 SECTION 1• GENERAL PROVISIONS (APPLICANT to read and srirn): BUILDING DEPT. 1. No work tray start until a permit is issued. TOWN OF SOUTHOLD 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. d. Development shall not be used or occupied until a Certificate of Compliance is issued. 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 reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO -THIS APPLICATION ARE,TO BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SS(,*ATURE_ t/�`'� - DATE SECTION 2• PSDPQSED D ,LOPMENT(To be comieted by APPLICM''il SANT NAME ADDRES TELEPI-IONE APPLI- Hideaki Ariizumi 650 West Main Street Riv 02 BUILDER not yet selected' ENGINEER n/a PROTECT LO TION: To avoid delay in processing the application, please provide enough iuformatioa to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this appliealion showing the project location would be helpful. 2072 VILLAGE LANE, ORIENT, NY 11957 'film. Property tS at the rner o West Bay Avenue (PrivaLe±_and- Village Lane, also faces to the Orient Yacht C1 FDP(43) APPLICATION : PAGE 2 OF 4 ---- DESCRIPTION Of WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVTTy STRUCTURTYPE O New Structure Residential (1-4 Family) t Addition ❑ Residential (More than 4 Family) R7 Alteration ❑ Non-residential (Floodproofing? ❑ Yes) 0 Relocation ❑ Combined Use (Resi(ieatial & Commercial) O Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? D Yes) ESTIMATED COST OF PROJECT S not yet estimated B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road. Street or"age CoasiructiOn ❑Subdivision (New or Expansion) O Individual Witer or SeWz System - 0 Other (Please Spec7y)` After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FIAODPLAIN DMRMINATION {,To be comnleted by LOCAL ADMTNiSTRATOR� The proposed development is located on FIRM Panel No. Dated The Proposed Development: 0 Is +LIM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)' • ❑Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Fe NGVD (MSL) ❑ Uaavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION W ' PAGE 3 OF a SECTION d. ADDITi NAL FNFQRMATI N RE UIR1=U To he com leted by 1, CAL ADMiNISTRATQR The applicant must submit the documents checked below before the application can be processed: 0 A site plan showutg the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. 0 Development plans,drawn to scale,and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor('including basement),types of water resistant materials used below the First 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). O Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). © Floodproofmg protection level (non-residential only) l t:NG'VD (MSL). For floodl5r `"'�''`oafed structures, applicant must attach certification from registered engineer or architect. 0 Certificatici from a registered engineer that the proposed activity in a regulatory floodway will no( result in any increase in the height of the 100-yeas flood. A copy of all data and calculations supporting this Grading must also be submitted. 0 Other: ,SECTION 5 PERMIT DETERMINATION M be comp,�,cted ky WC—AL ADMINI TB MR1 I have determined that the proposed activity. A.❑ Is B.0 Is not in confoituance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made past of this permit. SIGNED , DATE J BQX A is checked, the Local Administrator may issue a Development Permit upon payment of designated tee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the,Local Administrator or may request a bearing from the Board of Appeals APPLICATION N _ PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Heating date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioas SEMON G: -BUILT ELEVATION o be submilled by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures- This section must be completed by a registered professional cngincer or a licensed land surveyor (or attach a certification to this application): Complete I or 2 below. Flood Damage protection is not required since the project building is, aa hhistoric lannd� I. Actual (As-Built) Elevation.of Elie top of the lowest Tloor, including basement M Uasfay jgh HIaard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: 6 . 8 Fr. NGVD (MSL). (per survey, as existing. no change) 2. Actual (As-Built) Elevation of floodproofing protection is n/a Fr. NGVD (MSL). 47A NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION '7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's Soca] law for flood damage prevention. INSPP-CTIONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BYr DEFICIENCIES? d YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCEfro br.cQmnleted by LOCAL ADNIINTSTRATORI Certificate of Compliance issued: DATE: BY: Attachment B t SAMPLE CERTIFICATE OF COMPLIANCE A. for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN 'A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. 2072 VILLAGE LANE, ORIENT PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: Max and Jimena Faerber ❑ NEW BUILDING q2l; West End Ave 12-F, _ M EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19w, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) Y /Olu mY0/6tus �O O U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. Jimena Faerber&Max Faerber A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 2072 Village Lane City State ZIP Code Orient New York 11957 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Suffolk County Tax Lot No. 1000-24-2-27 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.41*08'13" Long.72*18'17" Horizontal Datum: ❑ NAD 1927 x❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1323.90 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes N No r,yl ,rr '?V'77 A9. For a building with an attached garage: j `=�' - I~- i a) Square footage of attached garage 180.00 sq ft ', _•��` 0 EC 1 4 2020 b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in •, r;.`'; �,.,,•,;'� d) Engineered flood openings? ❑Yes ❑ No Y :';'a `'' '`` ' D SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Town of Southold 360813 Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO068 H 09-25-2009 09-25-2009 AE 7 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 2072 Village Lane City State ZIP Code Company NAIC Number Orient New York 11957 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* x❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/A1--A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 3.4 0 feet ❑ meters b) Top of the next higher floor 6.8 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 4.6 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.1 ❑x feet meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 3A feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 4.3 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 0 meters feet 4 3. x❑ structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Cerbfi'cate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 21 Yes ❑No ❑Check here if attachments. Certifier's Name License Number - r� -; _ John C.Ehlers 50202 f�'' 4 ;!" "I S''•,4 ' {" q� is Title , Land Surveyor Company Name U rL John C.Ehlers Land Surveyor ¢ y Address 6 East Main Street �•„ , - F;ti LANDS City State ZIP Code Riverhead New York 11901 Signature Date Telephone Ext. 09-15-2020 (631)369-8288 Copy ApagthisElevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) Lowest machinery servicing the building is an elevated hot water heater in the garage. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 2072 Village Lane City State ZIP Code Company NAIC Number Orient New York 11957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View'; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ' 1 1.4 is m y Photo One Photo One Caption Front 09.11.2020 Clear Photo One Photo Two Photo Two Caption Rear 09.11.2020 Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 o��g0FF0j�-�o CR at James Garretson,Chairperson 0 • �� Town Hall Annex Anne Surchin,Vice Chair y'l1Q1 �.aO 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION#7.19.16.1 July 19, 2016 Certificate of Appropriateness RE: 2072 Village Lane, Orient, SCTM# 1000-24.-2-27 Owner: Faerber RESOLUTION: WHEREAS, 2072 Village lane, Orient,NY is on the Town of Southold,New York State and National Registers of Historic Places, and WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application was submitted to make additions and alterations to an existing single family dwelling, and WHEREAS, the applicant's representatives presented a proposal to the commissioners at a pre-submission conference on June 21, 2016 and, WHEREAS, a public hearing was held on July 19, 2016. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that all proposed work detailed in plans (PORJECT#1502)dated 07/18/16, by Hideaki=Ariizumi,Architect, meet the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of� Appropriateness. MOVER:Webb SECONDER: Parker r • AYES: Garretson, Surchin,Feiler, Grathwohl, Harper NAYS:N/A RESULT:Passed Please note that any deviation from the approved plans referenced above may require further review from the commis ' Signed: Damon Peter Rallis,Application Coordinator for the Historic Preservation Commission Date: 07/26/16 our Uniq%baf , S' e I�u� 'eco NUTHCLC r unEw�er� kunft �O � 1690 9FSERVATION Ted Webb,Chairperson Town Hall Annex Anne Surchin,Vice Chair 54375 Route 25 Robert Harper PO Box 1179 Joe McCarthy Southold,NY 11971 Mariella Ostroski Email:southoldhpc@southoldtownny.gov Fabiola Santana Telephone: (631)765-1802 Tracey Dwyer,Administrative Assistant www.southoldtownny.gov CERTIFICATE OF COMPLETION December 14, 2020 Max & Jimena Faerber 2072 Village Lane Orient,NY 11957 (SCTM#1000-24.-2-27) This letter is to certify that you have completed your project to the satisfaction of the Southold Town Historic Preservation Commission in accordance with your Certificate of Appropriateness, issued July 19, 2016. Should you have any questions, feel free to contact me at the number above. Sincerely, JA (5� b7A Tracey L. Dwyer Administrative Assistant Southold Town Historic Preservation Commission CC:file, applicant C ~ Scott A. Russell ,��°su '� STO1KMWA\'7F]ER. SUPERVISOR I�ul[A\1�A\GrlEl��/l[lENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ' PEC 0 5 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJEC17 INVOLVE, ANY of TM FOLLOWING: Yes NO (CHECIC ALL THAT APPLY) tt 3; ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ! M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Q❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I. erosion hazard area. El❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. I ❑Q 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 witE your Building Permit Application. APPLICANT: (Property Owner.Design Professional,Agent.Contractor.Other) CTM #' 1000 Date. District NAME. Hideaki Ariizumi, architect 1000 24 2-27 Nov.28, 16 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY " Contact Information 631 323 1426 �E Reviewed By: — — — — — — — — — — — — I I I Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — 2072 VILLAGE LANE, Approved for processing Building Permit. I F1 Stormwater Management Control Plan Not Required. ORIENT, NY 11957 V - - — — — — — — — — — — — — — - — Stormwater Management Control Plan is Required. I (Forward to Engineering Department for Review.) a FORM iP SMCP-TOS MAY 2014 APPLICANT S.C.T.M.# 1000 CHAPTER n (Property Owner,Design Professional,Agent,Contractor,Other) —D�— b0$UiFQ/r CllA TER 236 1 Stormwater Management Control Plan CHECK LIST NAME //���� Section Block Lot �IroE�l t�Fi�p2uM� � S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application. mt Date: °�� * The applicant must provide a Complete Explanation and/or Reason for not providing 031 S3 I�ZIo 'Z.IZ-fl/o of>�[ all Information that has been Required by the following Checklist) Signature Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here) show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. d=10= c. Existing-Natural & Man Made Features within 500-L.F. oe_ 1T/ Iv lf./ of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2lnterval5) 0= g. Location of all existing&proposed structures,roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. �0 yt� �//►� j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 0 p r�FJJ rOV p �- 1. Location of proposed concrete washout area(s). 00 DRAM. Location of all proposed erosion&sediment control measures. INSPECTIONS ARF FtEQUIRED 2. Stormwater Management Control Plan must include Calculations showing on act TOS Engineer! ng at 76�-1560 before that the stormwater improvements are sized to capture,store,and infiltrate 1..555 T PM U10 S Backfill, OR Provide on-site the run-off from all impervious surfaces generated by a two(21 inch00 tat the cIC31na Ion rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. EROSION&$ Items requiring details shall include but not be limited to: Shall include a. Erosion& Sediment Controls. VIA0 q well maintiained a o: b. Construction Entrance&Site Access. 0 wire c ion Entrance c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00Silt Fencing, s a ctiv ion & d. LeachingStructures (e. .infiltration basins,swales,etc.) of an or iflaCtiVe S UILD ****FOR ENGINEERING DEPARTMENT USE ONLY* Additional Information is Required. Reviewed& Qa- °-- El Stormwater Management-Control Plan is Not Complete.- - Approved By: — — — — — — — — — — — — — — — — — — — — — — — �� Stormwater Management Control Plan is Complete. Date: L 1 SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 �j,�Q� Town Hall Annex SOTelephone(631)765-1802 54375 Main Ro ��n y� ,ax 9 p P.O.Box 1179 DR r.�;= { Q roger.riche dd wn SOUhold.ny.us Southold,NY 119714-999 - Q �® � - FEB 2 6 2018 BUIMING DEPARTMENT F�er�:��f cti W iT OF SOUTHOLD APPTfEWNP LECTRICAL INSPECTION EQUESTED BY: 0 > Date: ompany Name: Pfoxa,5fer ame: ash ®e2. cense No.. idress: oy y2S. fceh or� y lone No.: c rq;l 3) 583 q j� DBSITE INFORMATION: (*Indicates required information) dame: j &4z JIM address: 20 2, U� nye 7a ne ,ri-en . :ross Street: 'hone No.: 631 9 : 119 2. :rmit No.: 1// 22S. 3x-Map District: 1000 Section: Block: Lot: ;RIEF DESCRIPTION OF WORK(Please Print Clearly) - c>,�h ,0/ ' l'urif ,lease Circle All That Apply) 5 job ready for inspection: YES / NO ough In Final ►o you need a Temp Certificate: YES/ NO imp Information (if needed) service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other lew Service: Re-connect Underground Number of Meters Change of Service Overhead -,,iditional Information: PAYMENT DUE WITH APPLICATION 9v Y? 82-Request for Inspection Form �'" Pontino, Susan From: Max Faerber <max@faerber-collection.com> Sent: Tuesday,June 05, 2018 8:55 AM To: Pontino, Susan Subject: BP#41225 extension requested Dear Ms Pontino, We would like to request a 6 month extension on our work permit BP#41225 for the our house located 2072 Village Lane in Orient. Thank you for confirming this to us Max Faerber 1 pF SOUr�®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yCOWN,� BUILDING DEPARTMENT �" ` • �2 August 19, 2020 TOWN OF SOUTHOLD Faerber, Max , 525 W End Ave New York, NY 10024 1E S��Le W► D� TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) ' �X Electrical Underwriters Certificate. 3 A fee of$50.00. Final Survey with Health Department Approval. 10 -� Plumbers Solder Certificate or Pex Affidavit / 12- r — A Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43347-Z Addition/Alterations Max & Jimena FAERBER 525 WEST END AVENUE —APT 12F - NEW YORK, NY 10024 r y �fid';�\� /7tf;>., LL-s DEC - 720 ( / 20 Southold Building Department 54375 NY-25 Southold, NY 11971 t RE: B.P.43347—2072 Village Lane, Orient, NY 11957 Dear Building Dpt, Please find enclosed the elevation survey performed by John C. Ehlers Best regards, Max Faerber I Max & Amena FAERBER 525 WEST END AVENUE—APT 12F - NEW YORK, NY 10024 DEC 1 4 2020 Southold Building Department 54375 NY-25 Southold, NY 11971 RE: B.P.43347—2072 Village Lane,Orient, NY 11957 Dear Building Dpt, Please find enclosed the most recent survey performed by John C. Ehlers as you requested during the inspection performed 8/7/2020. 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POLE sJ � �� �^ NYT 20 , � 2 EXISTING HEDGE SHIFTED PORCH STEPS PROPOSED TEMPORARY PROJECT: CONSTRUCTION ENTRY DRAINAGE I PECTIONS ARE REQUIRED Alteration to F ae rbe r HAY BALE DIKE OR Contact TO Engineering at 765-1560 befor Residence SILT FENCE Backfill, Provide Engineer's Certification that th drainag as been installed to Cod . ROUND ER ION&S DIMENT CONTROLS ENTRY S II inctud but not be limited to: Sto rmvvate r well ma' tained Construction Entrance, Wire Ba ed Silt Fencing, stabilization & Management Control Seedin of exposed and/or inactive soils. Plan r } Project number 151 APPROVAL OF STORMWATER MANAGEMENT 11/27/ CONTROL PLAN -T n Code p er 236 Date Date: Z Drawn by Approved b Checked by � C . 0 :i^'.i`.t.c�_' ":�iS' :'IY. - _ - - - '�— --r' .d -- " - ' - . - • - 'e . •; . - - . . . - .y ""�-S J:- �. - - r..:'t: - .r„e..:�1•,piu' 4a `i '1:• .•� :t:` , -•�.•'- :'i-.......w- - Vit, I•�� - r,- J r - 'I` - ` - - - ,' ` - ' ` 4•i_ -l .- - , r-.- , - rr .. • , •' , , , - , ]1, . . -. . , .1 - , -, - : , " ,--- - 1; I ., . 1, I 1 1 , ., I. , .. . ,� .: ,..:-,.,..- - . '. z � ,, . -i� , ., a:E�:7� . I. . ,- -., , v ,-�, I I ,� , -V _-.,'•I ,. t ;Y f_- e'�jgj_, '^v..-.<:-:.yJt.1.,:}• y�,�r_,- •r' -:�i i', 't ^'C 'Q f tC _Af 1 t1. �> _ t.' t�Ur FL - LM +. q+ 'V, - ..' �`ift1 .l _ Lg7 I 1..;+.^;.,a'., - I. qtr 5 :1 -4 ��"" py g x t.. Li C Y 4 fR _ 'y.- t r'- .. I. A_ I ', _ v -[(!p - `.•Ta'• � i`j' �• t. r, 7 _1.7' ".4 - r • ,r _ Vit'.:•, J+''' ! ,.S'r',> t i:- - s_ ••�,.i. -. ..r x .- "" -i, - ,. • T _(^ r . - +• ti :T. " - _ .' 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Jt+.;C•a �.., -•+, :'�:- >,.-v17, JS>%c• - ..; V`;,i-.'• yr iy;:.a-:y-• "',f'�, : >vt`" ��(' '4�.ti ':7•=".; { s,_ :r:•{- . .-. ,>=r. t...•i,^s. ._ :,fiat - _ _rr_v=v.a '�!i_%;'=.�?!r:e'.(:,Yom: :.v:+ r$' ` U. ..._, ..�•-..' 1_.,__•�-5•,:7i'S,;, ., `1,r+Yi-, _:c.t. ?5`� ,✓__` ea r' ` _.`tf<,ems..^t SURVEY OF PROPERTY N 51TUATE: ORIENT TOWN : 5OUTHOLD �,� W 5 U FFO LK COUNTY, NY SURVEYED 05-17-20 1 G REVISED OG- 13-20 I G, 07-1 1-201 G �(�e S SUFFOLK COUNTYTAX # 1000 - 24 - 2 - 27 CERTIFIED T0: JIMENA FAERBER DVV D MAX FAERBER AUG - 1 2016 BUILDING DEPT. TOWN OF SOUTHOL v 0 Z wt LY OP. �z0�C ORF K�G �� N W LAND ILLIAM 0I,t 1 N800 NG - // W X , BEAGH CO Ii .1 v GRA55 20. _ %40 � / NEW ADDITION UNDERROOFIST. w F�M� 6O _Z� /� v 10.0 O� 6 2 CVRD, 0SHIFTED PORCH / VR r'' STEPS - �O O /' Cf) ; O ' oOO GRAp,55 �, U �� GP O A ADRAIIV ' POLE /OUT PIPE �' Wt� 4.3' ASHALT 0 PSRGE GONG. ' ROR FORMERI-Y OFA LAND OOjENT WHARF CO' t EXIST LOT AREA 10,2225.F. EXIST. HOUSE 1"500 S.F. PROPERTY LOCATED IN FLOOD ZONE AE 7 ANNOTATED FROM FEMA F.I.R.M. NO 36103C0008H EXI5T. DECK/5TAIK 294 S.F. NEW YORK D.E.C. COASTAL EROSION HAZARD UNE AS PER PHOTO 49-G24-83 5HEET 27-0 OF 49 ---------4k--------- CONTOUR LINE EXIST. COVERAGE 2,094 5 F. —20.5% NOTES• "Unauthorized alteration or addition to o survey y{' 1 map bearing a licensed land surveyors seal is o ® MONUMENT FOUND J O N N C. E H LE RS LAND 5 U RVEYO 1y violation of section 7209, sub-division Education io of the SPLIT RAIL FENCE �( r ��� A_ New York Stole Education law" _- ,�'4.`� v �'".,+� 'Only copies from the original of this survey A.BI 0 f` marked with on original of the land surveyor's ELEVATION5 SHOWN THUS X to w stomped seal shall be considered to be voted true likT �'}, copies" ELEVATION5 REFERENCE NAVD 88 �`� 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 ,~>r ,�, a, � .Certifications indicated hereon signify that this I•p�"�'�t ,t survey was prepared in-accordance with the ex— Area = 10,222 Sc[. Ft. RIVERH EAD, N.Y. I 1 901 3G9-8288 Fax 3C.3-82875- sting Code of Practice for Land Surveys adopted � y:�� -�" Q- by the New York Slate Association of Professional � Land surveyors said certifications shall run only Area = 0.2346 Acres Iongslandland5urveyor.com ��f� to the person for wham the survey Is prepared, GRAPHIC SCALE I"= 20- 9 N $0202 , and on his behalf to the title company, governmen— tal agency and lending Institution listed hereon, and Fp SAND SUS to the assignees oLhe lending institution Cert,fico- 15-158 tions are not trf ansfer additional Inst itulions 5URVEY OF PROPERTY N SITUATE: ORIENT e I TOWN : 5OUTHOLD vv E 5UFFOLK COUNTY, NY SURVEYED 05-17-201 G REVISED OG- 13-20 1 G, 07- 1 1-201 G S UPDATED 09-1 1 -2020 SUFFOLK COUNTY TAX # 1000 - 24 - 2 - 27 CERTIFIED T0: JIMENA FAERBER MAX FAERBER O ti EW-Y OF- JAND N WI IAM KYG 11 �70-c� 1/ Oo 8g bQ 0 ,00��E - 4.1' O W N V °�� GO G ,o y6, w 8.2, X o --1\ BEAGH � OV�R WADI. � 2 3' n t v J� GRASS �' 20.i o _ � �/ 2S�VAO05f- W o "WitgAGt 1 OA/ GA % N F F .G•8 � /�Q >rRp,ME // 29.3 - �C-J G\1 91D O� / °AGK GAT / GRA55 W�� v CP �O• ��� j/ 4.4`X DRAIN \ HEDGE0 / OUT PIPE GUY 4.3` 0 n WIFE X TIME� ASNA1-T GONG. BRIDG LAND NOW OR FORMERI-Y OF: ORIENT WHARF GO' r- Y r 4 2020 EXIST, LOT AREA 10,222SY, EXIST. HOUSE 1,800 S.F. PROPERTY LOCATED IN FLOOD ZONE AE 7 ANNOTATED FROM FEMA F.I.R M. NO.3G 103C0008H EXIST. DECrJSTAIR 294 S.F. NEW YORK D.E.0 COASTAL EROSION HAZARD LINE AS PER PHOTO 49-G24-83 5HEET 27-0 OF 49 ---------41---------- CONTOUR LINE EXIST.COVERAGE! 2,094 S.F. or 20.5% NOTFS: "Unauthorized alteration or addition to a survey �_r'rL�•lp�"(�`- -y—{,=-_ map bearing a licensed land surveyors seal is a MONUMENT FOUND G'E� ZgA ,�j��,f//,r"� violation of section 7209, sub—division 2, of the O— SPLIT RAIL FENCE JOHN C. E H LE R5 LAND 5 U RV EYO R y� ellf p New York State Education Law" t�' of AB n�'�Q`\ �3}��0 marked with among original I of original land(surveyors ELEVATIONS SHOWN THUS X ) 13 I (Q v -g stomped seal shall be considered to be valid true ,� • t"° copies" d ELEVATIONS REFERENCE NAVD 88 G EAST MAIN STREET N.Y.5. LIC. NO. 50202 �tij k "Certifications Indicated hereon signify that this j'���j ez sure as prepared in accordance with the ea— ifxr y_ / ,1 istinCode of Practice for Land Surveys adopted Area = 10,222 5a. Ft. RIVERf-IEAD, N.Y. 11901 369-8288 Fax 369-8287 by the New York Stale Association of Professinal Area = 0.2346 Acres cxcc i" Q Land Surveyors Said certifications shall run only Ion gl5landlandsurveyor.comC( L ra to the person for whom the survey is prepared, G PHIC SCALE I fl= 20' Sssss y 6020"' a and on his behalf to the title company, governmen— tal agency and lending Institution listed hereon, and to the assignees of the lending institution. Certifica- 1 58 �2 b y,y72 tions are not transferable to additional institutions SURVEY OF PROPERTY N SITUATE: ORIENT s TOWN : SOUTHOLD Vii E s U f O LK COUNTY, NY SURVEYED 05-17-201 G REVISED OG- 13-201 G, 07-1 1-201 G SUFFOLK COUNTY TAX # 1000 - 24 - 2 - 27 CERTIFIED T0: JIMENA FAERBER MAX FAERBER �Z O Z OVERLY 1-W OF: z�N WI_IAM �800q.7 00 O tQ m / X �9 4,1 -� t m / � .V o B X55 � � � 20.►' - _ � � OJ �/ NEW ADDITION ```` Z S�OQvS� UNDER OFIST. 'Go w fgw t O'�'giN CIF /r m -lV /'F - - - --- 49 D aA, 6.2 CVRD• 4Q O /O A. t SHIFTED 1- /0 VR PSOTEPS 20 ����`��, llw (0 r��l Z rzo`� DPAltq X Cl �(4. f o UT1L. POLE /ou PIPE W RE 4-5 X AShALT GONG. 6R DG SND NOW OR PORME�-Y OF ORT W1ARF CO. }EN EXI5T. LOT AREA 10,222 S.F. EXI5T. HOUSE 1,800 5.F. PROPERTY LOCATED IN FLOOD ZONE AE 7 ANNOTATED FROM FEMA F.I.R.M. NO.3GI03C0008H EXIST. DECK/STAIR 294 S.F. NEW YORK D.E.C.COA5TAL EROSION HAZARD UNE A5 PER PHOTO 49-624-83 5HEET 27"0 OF 49 ---------4i---------- CONTOUR LINE Ex15T,cOVFPAGE 2,094 5.F-or 0.5% NOTES: p9y "Unauthorized alteration or addition to a survey MONUMENT FOUND 9911110 mop bearing a licensedio72 land surveyors seal is e JOHN C. E H LE R5 LAND 5 U RVEYO R °G.Ey�F�°, violation s°ellen72or subt division z, the New York Stole Education Law —ice SPLIT RAIL FENCE . ���y O 'f 1 �pr� "only ropier from the original of this surer s A.B' a marked with ll original of the lone surveyor's ELEVATIONS 5NOWN TI1U5 X C°J stomped seal shall be...steered 10 be valid true 4"'.� ` �.� � copies- ELEVATIONS .DIe9ELEVATIONS REFERENCENAVD88 G EAST MAIN STREET N.Y.S. LIC. NO. 50202 a� ' "CerGRcalions Indicated hereon signify that the survey was prepared in ..card......th the.a— Area = 10,222 Sao Ft. KIVERMEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 :y y the Code or State far Land Surveys adopted �� by the Nen York Slola Assocalion of oll run nly Area = 0.2346 Acres �, Land Surveyors r d cm the ionsury shall run only 5020rL J to the person rat whom the survey Is prepared, ._ , so SLSp P ane an nn3 behalf to the tale company.governmen— G I 5CA E I 20 C��NQ`J tat ries Mtl lending institutionins tubo hereon,and to the assignees of the lending institution Cerlifica- 15-158 tions ore not transferable to additional institutions I I ■ W DISAPPROVAL L A.1 A.2 A.5 A.1 A.2 A.5 cm 4 ip 11CD A u B.4 ,I II'i� III Ii Ii,i lli�ill,Illi) .I ill � ., I ' II II!I I i /Ii 111,111 SII, ' �II'i l' II li;,\I I;I I•, I l!I;I, 'll 'ii!',!' IIII%!1 . '• I! 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II'I',i'll'll,ll ,III 11 'I, l — — B.1 EXISTING ROOF A.3 A.4 A.3 ��� `� �'ti:' 1 Existin First Floor 2 CD Existin Second Floor � a�i U 'A `�.tom•- ' C.ca si cu ul f�6 24190 Main Road studio . • 651 West Main Street PO.Box 444 architects info@studioabarchkects.com Riverhead,NY 11901 Onent,NY 11957 www.studioabarchitects corn tel.631 5912402 tel.& fax 631323 1426 December 8, 2016- Building Inspector nD [EQE0V[E Town of Southold, D Town Hall Annex Building 54375 Route 25, P.O. Box 1179 DEC - 9 2016 Southold, NY 11971 Re: Alteration to Faerber Residence ]BUILDING DEPT. SCTM# 1000-24.-2-27 TOWN OF SOUTHOLD Building Inspector- I, Hideaki Ariizumi, Registered Architect in NY State, would determine with my best knowledge the following: 1. The existing sewer system is old, and therefore it is recommended that routine maintenance be conducted, and in near future, a new I/A OWTS (Innovative and Alternative Onsite Wastewater System) be installed. However at this moment, the Owner has a right to keep using the existing system, since this project will reduce the number of bedrooms from 5 to 4, and the existing sewer system located in the south yard is functioning. 2. The project site is in the Flood Zone AE7. The existing first floor elevation is 6.8'. There are two reasons to justify that this project not be required to comply with §148 Flood Damage Prevention: (1) New or substantial improvement shall be required to comply with the standards defined in the Code. This project is a non-substantial improvement project. The building coverage will not change. Almost all the second floor will stay as existing. The first floor alteration is minor. The addition to the structure is minimal. (2) In §148-4 Definition, substantial improvement excludes historic buildings. This building is listed as a Historic Landmark. Although this project will not be required to comply§148, we consider safety as much as possible. Proposed construction raises all utilities, including hot water heater, A/C unit, and electric outlets to be 24" or more above Base flood plain (24" higher than required in Code). Also, this construction will install flood vents on the crawl space walls. 3. On Sheet S01, the drawing shows that: Rooms other than sleeping rooms: 30 psf Sleeping rooms: 40 psf, These must be revised to. Rooms other than sleeping rooms: 40 psf Sleeping rooms: 30 psf Sincerely, 0D ,11z � TV, Hideaki Ariizumi, AIA studio alb architects ., "'O fqa Project details,following elevations: South: - 1FL deck railing,to be replaced - 1FL entry steps,to be shifted - Existing solid guard rail/wall at the 2FL existing south roof deck,to be replaced with a lattice panel - 2FL windows facing the roof deck,to be enlarged East: - 1FL entry porch screen,to be replaced - Entry door,to be replaced (?) - Garage door - Guard rail/privacy fence for proposed north roof deck North: - 1FL addition at the southwest corner - A small window for the proposed main bathroom - Handrail on existing deck,to be replaced with lattice screen for privacy - 2FL roof deck railing - 2FL roof deck door awning - 2FL windows and a door facing the roof deck West: - Addition at the 1FL southwest corner - Folding glass door replacing existing windows and doors - Adding another window beside the existing at the southeast bedroom on the 1FL - Simplifying deck railing - Eliminating columns on the deck from 5 to 2 - 2FL north roof deck, awning,and railing - 2FL south roof deck, replacing solid guard rail to an open rail. r Photo 1:date unknown - Seeing the vehicle shot together,the image must be around 1930+/-(?) - Basic volume is there, except second floor is smaller. - Covered porch is there. - Seawall is there, but may not the same construction as now. , 1993 Some renovation was made, according to the tax record,which seems include 2FL addition toward south. Details unknown 1993 survey: used for 1998 completed renovation - Existing porch,at the time, is longer than the old photo - Shows "concrete and stone wall" 1995 site plan:completed in 1998 - Deck is expanded to seawall - Second floor extended above the west deck, including a roof deck at the southwest corner Current existing site plan: - The west deck is longer to north than 1995 site plan - Deck steps are added Project summary: Intension: Converting 4-unit seasonal apartment to a single family residence Preserving exterior and change interior plan Minimal changes are desired from the new interior uses. - North roof deck on existing roof, including an awning over the new doorway, related window layout on the north of existing living room facing to the new roof deck, including deck railing - First floor northwest corner addition under existing roof for a part of new master bedroom - Drainage improvement on existing second floor southwest deck, by opening existing guard walls - Simplifying west deck railing - Eliminate columns on the west deck from 5 to 2 - Minor change on existing entry porch screen and steps - Converting existing first floor northeast bedroom to a garage - New windows and doors as below. - Replacing other old windows on the first floor with the same configurations. CRESchecic Software Version 4.6.2 �J( Compliance Certificate Project Alteration to Faerber Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2072 Village Lane Max and Jimena Faerber Hideaki Ariizumi Orient, NY 11957 525 West End Ave, 12-F studio a/b architects New York, NY 10024 651 West Main Street 917-279-0505 Riverhead, NY 11901 max.faerber@gmail.com 631 591 2402 hideaki@studioabarchitects.com Compliance: 31.6°x6 Better Than Code Maximum UA: 19 Your UA: 13 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 Assembly or Cavity Cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 49 38.0 0.0 0.030 1 Wall 1:Wood Frame, 16" D.C. 69 0.0 16.0 0.049 3 Window 1:Wood Frame:Double Pane with Low-E 12 0.290 3 Wall 2:Wood Frame,16"D.C. 46 0.0 16.0 0.049 2 Window 2:Wood Frame:Double Pane with Low-E 11 0.290 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 39 16.0 16.0 0.029 1 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the R Scheck Inspection Checklist. �;�7 &eetItt b►rii 2I K1� pU�.G�i r��G� `Lac Na e-Title Sig atur ate Project Title: Alteration to Faerber Residence Report date: 11/28/16 Data filename: C:\Users\Hideaki\Documents\studio ab\Projects\1502 Faerber\DOCS\Regulatory\Southold Page 1 of 1 Bldg\Submittal package\Faerber Rescheck for Addition.rck studio a/b architects 1� 651 West Main Street, EXISTING 2-STORY HOUSE Riverhead, NY 11901 HATCHED AREA '� 6315912402 PROPOSED ADDITION ON i A.1 A.2 PROPOSED AWNING info@studloabarchitects.com 1426 NEW ADDITION WITHIN EXISTING COVERED PORCH FIRST FLOOR A,1 A 2 C01 A°5 ABOVE C01 A°5 info studioabarchitects.cam Ayo�� �.�o� 6 4 N 6 r- _ _ /� N/F R. KING N B.4 — —{— —, -- - -- - Owner: ORIENT HARBOR 2"11'X IN. 80°a7'00"E` 76,o -+ . :. B.4 — --1— >� da Max and Jimena Faerber + + a 525 West End Ave, 12 33.6'�� "' UD 5'0' +/ aa• ma.. \ �/ i PROPOSED ROOF 631 765 1823, 917 279 0505 w York, NY 10024 / Proposed garage I DECK r max.faerber@gmail.com M . Master edroo 0 EXISTING STEPS - °' W 26 8, r EXISTING DECK — O -- r — — �� / r 1ST FLOOR ELEVATIONDN qii � EXISTING STEPS 7.0' A% a EXISTING C015� a NYT 20OLE STEPS, TYP. 5 Guestroom 3 :a CID �x� �,�, I Proposed Family I C01 7 DN W 4.3 4.6 ` Room col 7 LDK Rer Deck r-- ids' Room 04 2 (EXISTING) --- (EXISTING) EXISTING --_ PORCH STEPS SLIGHTLY SHIFTED 6.2 ViAV — — — — N W o v c6 CO J Guestroom 2 � MONUMENT �° I Guest 1 EXISTING ROOF 1 Entry Porch DECK (EXISTING) (EXISTING) _ S. 82°55'00"W. 0 ET 95.0 Ay B.1 — — Q (2.89) ELEC. POLE T°? B.1 - _— S EXISTING CONCRETE RETAINING WALL li 21 4 ORIENT WHARF CO. 4 SITE PLAN IS DRAWN BASED ON SURVEY BY RODERICK VAN TUYL, DATED OCT. 6, 1993 A.3 C01 A.4 Proposed Site-Plan 2 Pro osed First Floor Proposed Second Floor 1_" = 20'-0" 1/8" = 1'-011 No. Description Date SITE ADDRESS: 2072 VILLAGE LANE, ORIENT, NY 11957 EXISTING EXISTING ROOF SCTM#: 1000-24-2-27 WINDOWS TO BE p OWNER: MAX AND JIMENA FAERBER REPLACED AL A.1 A. A.3 CJ EXISTING B.1 B.2 D.3 B.4 525 WEST END AVE. 12-F, NEW YORK, NY 10024 SLIGHTLY TALLER SKYLIGHT max.faerber@gmail.com ONES EXISTING ROOF, TYP. 917 279 0505 ZONING: M-1 ---- --- -- ---- — -_ - - - - - -- ------ EXISTING WALL,TYP. SITE AREA: 8,412 SO. FT.,0.19 ACRE (NONCONFORMING LOT) I { I _ EXISTING 2FL ��%-- LOT COVERAGE: 23.81% (AS EXISTING) - WINDOW TO EXISTING 2FL REMAIN WINDOW TO I PROPOSED ROOF REMAIN DECK - - 1 1 - I W/CEDAR LATTICE 1 11 Ill 111111 11 fill 11 M�u-1 - -- _ _ ❑ -- PROPOSED t nxni ii n ui�rr ium n RAILING LATTICE PANEL � I - EXISTING WALL ,. _�l � SCREEN III hill 111111 All 111111 111111 111 I Tim if in i 1111 11 if 11 1111 1111111111 11111111111111 _ _ Second Floor — 1I I Hill 11111 11 8' - 103/411 REPLACED SCREEN 111111 if IT11 III DHIT n--I� CEDAR LATTICE ❑ EXISTING RAILING i SIMPLIFIED ',, J, -J E EXISTING STEPS y.f`!- EXISTING r. .._ ...._ ._. .....-_..�� _ f. _.._ 5 / V f , , " _.__.I', i SLIGHTLY SHIFTED TO ATTACHED SHED . Inj� ---I WEST ya _ lwrthrmFeime p ,,`, if� -- — -- —- bp" 111 11111H 111111,11 111111111111 1 11 IT i4i'll 111 11 lill ---"....._ y S III - 011 11 L 11 U 11 111 Ilil - - - - - II Floor lifit"HIIIIIIIIHIIIIIIIIII fill 111 1111 1 Hill 11 111111 11[11 111111 111111 111111 1OI _-- ---� = EXISTING 1FL —_ _-- - 1 -III— T I — — — WINDOWS TO BEI —� +' l EXISTING STEPSI— f I EXISTING 1FL WINDOW — — 1EE1 —I —1 — REPLACED, TYP.-- — — PROPOSED GARAGE I '; ;� I—f I I—III—III III—III—III-1 1 1-1 1 I—I 1-1—T 1-1-1 I I—"III—III—III—III-1 TTO BE REPLACED HE SAME SIZE,TYPEITH — —III III—III III-1 I—III—III 1 I III—III—III I �I I I-DOOR WINDOW,TYP. ,, / Pro osed South Elevation Pro osed East Elevation „ _ 11 p p 'archil St _:..•: ?��,C\ fF, 1 r EXISTING ROOF EXISTING WINDOWS 'yrs' TO REMAIN EXISTING 2FL EXISTING WALL Ftp; �IRS ��� veF f EXISTING ROOF WINDOW TO 9 O��zS"F � �0 r- fkkni Y-.hl Club V / A.5 , .4 A.3 .2 (A.1 REMAIN B.4 B.3 B.1 EXISTING DOOR - t PROPOSED AWNING TO REMAIN µ_u.-.. _.... ...._..._ ...__..,.... "`' _w_ _ � ' ( ASPHALT SHINGLES TO ~ E ---T �y ala `', { �� `°� AWNING D MATCH EXISTING �'i :*.°e -- --...- - -- --- -- -- --- - - -- REPLACED RAILING PROJECT SITr W.,.,:......_... ...r w- � PROPOSED CEDAR 1X4 LATTICE PANEL I I PROPOSED I I I I PROJECT: (PRIVACY FENCE FOR PROPOSED ROOF DECK PROPOSED ROOF DECK) DOOR RAILING Alteration to Faerber Location Map --- \ - AWNING POST --- — - \ -- --- CEDAR 4X4 NOT TO SCALE _ I' PROPOSED BLEACHING OIL PROPOSED es i d e n ce A 1—iWINDOW FOLDING DOOR PROPOSED - - --- - rt - WINDOW - -- _ _ Second Floor EXISTING — ATTACHED -- - 5'-9" +/- PROPOSED OVESEDAWNING 38'-9"+,- studio a/b architects 51-9 +/-" 8'-8 1/211 NEW ADDITION UNDER EXISTING ROOF 651 West Main Street, HATCHED AREA �i� Riverhead, NY 11901 N/F R. KING PROPOSED /� A.1 A.2 A•3.2 C01 A.5 6313231426 6315912402 X06,, ADDITION ON + C01 pyoTo % / z FIRST FLOOR N A.1 .2 A•3.2 A.5 6 info@studioabarchitects.com CONC. V °° `' ---- ---- x� NGJ COVER ' 4 a. N M S 6 6.4 N. 80°47'00" /ST 89.80 " 6.4 - --- - - ' i - - Owner: r� � O e ti \ I i c BEACH . EXISTING STEPS,TYP.�� GRASS u, (6 �/ L a.r Max and Jimena Faerber I �� + _ NORTH ROOF B.3.5-# - i 525 West End Ave, 12-F, New York, NY 10024 Q) °• 6.3. Garage N N , DECK 631 765 1823,917 279 0505 o i Master edroo . N - \ (ON EXISTING ROOF) max.faerber@gmail.com EXISTING UPPER FLOOR OVERHANG / Q I i i EXISTING DECK/ c» z�; '�". N i i EXISTING 2-STOR I0 .a p �P�' ,wJQ- io 6.3 - - /tv )N HOUSE '� �I-. --. �. BEACH \ ��O �G' B.3 ORIENT FIRST FLOOR ELEV. z 4. GO I DN 5 001 Ll HARBOR / / +6.8' <a . EXISTING �� .., ELEC. POLE STEPS, TYP. 5 C01 NYT 20 L ° 'd DN + Bedroom 2 , SHORTENED HEDGE _ %J 04 O 3.3'LO. + \ J o, 4.0 :C0:11 N" r t o, / o Family _ 1 T tti �,� HEDGE �SHIFTED �"'.° Go�G. col 7 Re r Deck Room _ ---,ids' Room -1 LDK r / �' RELOCATED SHIFTED PORCH STEPS (EXISTING) --- BEACH (EXISTING) GRASS U GATE /� ' --- I w C9 °? �rn /.00 ' I -- r- / I / F? CY) EXISTING HEDGE °O - r - ry / z CP 5. B.2 Bedroom 1 / , •I I c� uP I i \ _ v , L � ��_ o / o , �Q" + i I i + � EX STING ROOF, I M S. 82053' - . _ - _� " �?'Xa.a // a.aX t0. _ Study _ I 00 __. _ v DECK ' w.� - �_ Ent Porch I - IIao J EXISTING �I (EXISTING) EXI TIN a, �II (EXISTING) ao 1 2.2 ( ) // 9 UYr' - EXISTING BULKHEAD zo�o� // ELEC. POLE B•1 _ B.1 I? ELEC. PANEL NYT 21 A N/F ORIENT WHARF CO. WHARF CO. k'3' / /To2 4 A•3 4 A.4 EXISTING Elow G ROOF A.3 A.4 C01 SITE PLAN IS BASED ON A SURVEY C01 BY JOHN C. EHLERS, LAST DATED 7/11/2016 14'-5 1/2"+/- 28'-0 112"+/- 8'- 11"+/- 32'-6"+/- 10'-8 1/2"+/- 3'- 1 1/2" Proposed Site Plan 22 Proposed First Floor n Proposed Second Floor 1" = 20'-0" 1/81, - 1'-0" SITE ADDRESS: 20.72 VILLAGE LANE, ORIENT, NY 11957 FLOOD ZONE: AE 7 No. Description Date SCTM#: 1000-24-2-27 COASTAL EROSION HUZZARD AREA: PARTIALLY OWNER: MAX AND JIMENA FAERBER WETLAND: 0 525 WEST END AVE. 12-F, NEW YORK, NY 10024 max.faerber@gmail.com SOUTHOLD TOWN HISTORICAL LANDMARK REGISTERED 91'7 279 0505 ZONING: M-1 SITE AREA: 10,222 SQ. FT., 0.24 ACRE (NONCONFORMING LOT) - EXISTING ROOF LOT COVERAGE: 20.5% (AS EXISTING) A. 1 A. A.3 A.3.2 A. A.5 B.1 B.2 B.3 B.4 lea�, j I EXISTING EXISTING ROOF, TYP. L.,h"F :; e �� SKYLIGHT - EXISTING WALL.TYP. _L REMAIN TO O � _.--��✓ a EXISTING - - - WINDOWSEXISTING 2FL I I I I - �_ . WINDOW TO ` REMAIN WINDOW TOL - i PROPOSED ROOF - REMAIN '„ DECK l C- ? W/CEDAR LATTICE y i _ RAILING to , ---- --- --- - - - - -- ' t PROPOSED �� � ,i r _ - - � i� nPnnn nnnnnrn / 1 LATTICE PANEL EXISTING WALL -- / = SCREEN �l I- -' i dl IT"I[HII[III IIIi=-= 1 1 c� _+ c0 -- \ Z 'N - --- --- - 11111] 11111 11111 11 IIH 11 Ill 11[111 111111 11[111 litill HIM 111111 1111 ... ,� r a oar a= _ if Ill III if III IM [11111111 11111 111111111 111 1 11111 111111 Ill 111111� IN - `° X o _ Second Floor 004,EA `� N m N a � 8' - 10 1/4" EXISTING RAILING - PROPOSED CEDAR REPLACED SCREEN - -�--�n ` � �� LATTICE SCREEN � Q CEDAR LATTICE _. REPLACED WITH - w�y CEDAR LATTICE EXISTING STEPS - EXISTING Ln-fi--J' SLIGHTLY SHIFTED TO111111111111 HIIIIIIIHil HIT 71! 1 ATTACHED SHED WEST _hj.I�Hlll 11 11 11 till 11 11 Ill Il Hill 11 Ill 11]111 11]fit 11 11111111111 First Floor Mail 111111 11111111 111111111 HIT I if 11 11 If IT 11 If I 4 11 01 - 011 - - -- if o 'r �® EXISTING 1 FL - _-_- -_-I I TI °h rkr Ynrht clil tii "4i, 8t1 -- `�;�W��� ,, ,---"`-- �,,` _III I �-._ - - - I .- - .--- - WINDOWS TO BE - I - - I - - - - I I- - - �-� EXISTING STEPS - EXISTING 1 FL WINDOW REPLACED, TYP. PROPOSED s I-1 11-III-III-IIIIIIIIIIII"IIIIII-) I I-III-III-`IIIIII-III- TO BE REPLACED WITH - 1-1 11 I 1-1 1-III I1 I I- I- I I I-1 I I-SLIDING GARAGE THE SAME SIZE, TYPE PROJECT SITE - - �; --_ •�.-_ WINDOW,TYP. DOOR S� l Q REQ ARS,, '. . 4 Proposed South Elevation - - _ 5 Proposed East Elevation_0111 -off �C�-\��: •� �, n Location Ma p 8 NOT TO SCALE x ql 02378'( ,, ,. .. .-� _•- -.-....- .._.__...._.._.. . ,...�.-„-._ .. _.._._...... _.._._..,..... EXISTING ROOF EXISTING WINDOWS h- _ SOF N EXISTING ROOF EXISTING 2FL EXISTING WALL TO REMAIN � WINDOW TO A.5 , .4 A.3.2 A.3 .2 A.1 REMAIN B•4 B.3.5 B•3 B•1 EXISTING DOOR TO REMAIN Bldg Dept copy from ZBA Final review ments r> PROPOSED PROPOSED AWNING ZBA Fite rt AWNING Date: D/ / �` - - - - - --- - -- - -- - -- - -- REPLACED RAILING ® � �� 1�1D I I PROPOSED CEDAR 1X4 PROPOSED I I I I I PROJECT: j LATTICE PANEL ROOF DECK PROPOSED ROOFDEC DOOR PROPOSED RAILING Alteration to Faerber a. a. K) T •- . .•, . ..-. -- -- AWNING POS �- -- - @"�___-- ---= � . .. _ --- - � - - - ------ CEDAR 4X4 {- al _ , w J PROPOSED BLEACHING OIL I I p I i PROPOSED Residence Bird-eye View from Southeast, Existing Bird-eye View from Southeast, Proposed _J: _._� = wlNDow PROPOSED FOLDING GLASS DOOR - WINDOW Hill 11[iii IIIIII 1111il 11111 111111 111111 Hill lit I Second Floor -1 TFTr"r -qrnnT--TrTrTr77rrrr-r1 ill it I Ill III , , � - _--- Site Plan, Project Plan \ \ REPLACED PROPOSWINDOW ED DOUBLED \ i RAILING ` .. `' EXISTING 1 FL W/IREPLACED STING K WINDOWS TO BE RAILING - - - - - - - F or REPLACE TYP.- WINDOWS First lo- adJ� 01 - 011 - - r. PROPOSED DOOR - _ CEDAR 1X4 _ fll'= MI LI T 7 - Project number 1502 UNDER EXISTING ROOF - - - - - -I _-_-- I I-I I _ I I - I - EXISTING- PROPOSED ADDITION ON 1FL RAILING 071816 - - - - - -, i- _ Date REPLACED AND -( III 111FL= -I (:EXISTING-I I I_ I -) I I-III-I I �-III-III- I I-I CORNER EXISTING DECK STAIRS Drawn by HA LOWERED a WINDOW ADDITION Checked by GB 11 Bird-e a View from Northwest, Existing_ n Bird-eye View from Northwest, Proposed n Proposed North ElevationC01 - n Proposed West Elevation 11-011 0 N Scale As indicated 00 PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Alteration to Faerber Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EACH DRAWINGS. 1 /22 T.01 Title Sheet 651 West Main Street,1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /22 C.03 Stormwater Management Control Plan Riverhead, NY 11901 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 3 /22 A.01 Site Plan, 1FL Demolition and Proposed Plan 631 591 2402 631 Owner: THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 323 1426 info@studioabarchitects.com ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 4 /22 A.02 2FL Demolition Plan, 2FL Proposed Plan, 1FL nfo@studioabarchitects.com Max and J il'Tlena Faerber NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE Reflected Ceiling Plan 525 West End Ave, 12-F NYS PLUMBING CODE ABOVE. 5 /22 A.03 Elevations New York, NY 10024 NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 6 /22 A.04 Building Sections and Schedules APP !VED AS NOTED Phone: 917 279 0505 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 7 /22 A.06 North Roof Deck and Addition Details 1 e-mail: max.faerber@gmail.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 8 /22 A.05 Schedules DATE- #� :- Owner: TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY g /22 A.07 North Roof Deck and Addition Details 2 r�r ��/� OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 10 /22 A.08 South Roof Deck and LC' BY: Max and J imena Faerber 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Entry Porch Details N 11!D1NG DEPARTM T AT Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 11 /22 A.09 Bathroom Details �4'` '" ' AM TO 4 PM FOR THE 525 West End Ave. 12-F, New York, NY 10024 2072 Village Lane SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 5 ) 12 /22 A.10 Staircase and Kitchenette Details "'ia INSPECTIONS: Phone: 917 279 050 Orient, NY 11957 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 13 /22 A.11 Bi-Folding Glass Door Details 1 _.,'.TION - TWO REQUIRED e-mail: max.faerber@gmail.com AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 14 /22 A.11.2 Bi-Folding Glass Door Details 2 (Option) OURED CONCRETE 1000-24-2-27 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 15 /22 A.12 Barn Door Details 2. �.)U,H - FRAMING & PLUMBING c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 16 /22 A.13 Typical Details 3. !",-:LIL.ATION 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 4. FINAL - CONSTRUCTION MUST 17 /22 S.01 Structural Notes and Typical Structural Details architect: SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH RE COMPLETE FOR C.O. � NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 18 /22 S.02 Foundation and 1FL Decking layouts O CUPANCY OR studio a/b architects PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD 19 /22 S.03 2FL and Roof Decking Layouts ALL CONSTRUCTION SHALL MEET THE 651 WEST MAIN STREET ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 20 /22 M.01 HVAC Layouts REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL RIVERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT 21 /22 P.01 Plumbing Layouts YORK STATE. NOT RESPONSIBLE FOR T:631 591 2402 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R31(NYS 22 /22 E.01 Electrical Layouts DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE F: 631 323 1426 RESIDENTIAL CODE). e-mail: info@studioabarchitects.com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316 (NYS OF OCCUPANCY QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) COMPLY WITH ALL CODES OF 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING MECHANICAL, PLUMBING, SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO NEW YOPK STATE & TOWN CODES bRAINAOE INSPECTIONS AnE REQUIPED ELECTRICAL FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE ENSURE SAFETY OF OPERATION. AS REC1U1 ED AND CONDITIONS _ Contici TOS EngInnering at 765.1560 ,aefore WORK OF THIS CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO SOUTHOLD TOWN that the ra Provide Iia been Inster's CertifirCode CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONING: that the drainage hf�a ae�ri installed to Code. FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN I r •' n ` ..."; ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. ZONED: R�{0 Itv�, SOUTHOLD TOV'r'NTRUSTEES IEL.E�aT�'il'DAL 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE REQ. ACTUAL/PROPOSED INSPECTION REOUIRED FOLLOWING CONDITIONS: LOT AREA................................ 40,000 .......................10,222 N/C,AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO LOT WIDTH ............................... 150 ............................40 N/C,AS EXISTING PERFORM THE CONTRACT WORK. LOT DEPTH ............................... 150 ............................122 N/C,AS EXISTING b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. PLUMBER CEf%� ` 113,1,T`'),N TfIUSS PLACAnDING REQU.'RED (NON CONFORMING LOT) ON LEAD CONT,_ - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FRONT YARD ........................... 35 .............................9+/- N/C,AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 1 SIDE YARD ............................ ..............3.5 N/C,AS EXISTING CERTIFICATE G.- ; ��_,._` 1. '^ - ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 2 SIDE YARDS .......................... ..............................43.1 AS EXISTING SOLDEi? REAR YARD............................. 3 40.6 +/- AS EXISTING r F: 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE BUILDING AREA........................... ............"............,.,,., 2,094 AS EXISTING SUPPLY, r Cl'.J J, Ly CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY COVERAGE .............................. 0% MAX. ................20.5 % N/C,AS EXISTING EXCEED t�' 1 io AD CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN 3D6I6 SPECIFIED OR INDICATED. HEIGHT IN FEET ........................ 35 MAX. ....................21.1 +/- AS EXISTING HEIGHT IN STORY 2 1/2 MAX. ................2 AS EXISTING b 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE FLOOD ZONE AE7 LANDMARK EXCEPTION APPLY " , ASTE STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR COAST EROSION HUZZARD AREA ........ YES LANDMARK EXCEPTION APPLY TESTI"J3 8',,cFORE CCVY:R!NG-_ No. Description Date APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS. ZONE. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS CCr?PLV IVITH CH APTE!�, 143 ARE SHOWN AS NOMINAL SIZE. FLOOD , !<�,aIAGE PRE1�I NTIOU 14. GRIDS ON PLANS ARE REPRESENTING SURFACE OF STUDS. OTHER DIMENSIONS ON PLANS ARE CODE COMPLIANCE. SOU1 6OLD TOWI,4 CODE INDICATED FROM FINISHED SURFACE TO SURFACE BETWEEN WALLS, PARTITIONS AND OTHER ITEMS, UNLESS NOTED OTHERWISE. I.) Use(s) and Occupancy Classification(s): Single Family Residence s , 2.) Height and Fire Area: 21.1', 2 stories, as existing; Fire Area n/a 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS 3. Type of Construction.Type VB, 2x4 as existing) platform construction, as existing;Alteration Level 3 FRF,f.' REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ) yp yp ( g) p g' 4.) Structural Design criteria: Engineered. OF�i;)l)^ ,-',i '7°'4 LQCF�TID;'4 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND 5.) Framing elements: See Structural Drawings SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 6.) Design load calculations': See Structural Drawings UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 7.) Glazing protection: Required (Wind Speed 110 mile zone; 0.3 mile (<1 mile)to coast line) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule SUM MARY OF WORK 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 8.) Load paths from roof to foundation: See Structural Drawings - ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 9.) Nailing and/or connection schedule,framing details: See Structural Drawings THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 10.) Means of Egress (R310 Emergency Escape& Rescue Openings): See Floor Plans 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 11.)Plumbing risertiagram: See Plumbing Drawings 1. OVERALL SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 12.) Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings 1.1 ALTER EXISTING SEASONAL 4-UNIT RENTAL APARTMENT TO SINGLE FAMILY DWELLING NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 13.)Truss design drawings with certification: n/a (ALTERATION LEVEL 3) 14.) Energy calculations from design professional: Prescriptive, see attached ResCheck report 1.2 APPLY HISTORIC LANDMARK BUILDING EXCEPTION FOR THIS ALTERATION 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 2. FIRST FLOOR ALTERATION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE ` 2.1 ENCLOSE NORTHWEST CORNER UNDER EXISTING ROOF TO BE A PART OF MASTER BEDROOM CONTRACT DOCUMENTS. OTHER REGULATORY REQUIREMENTS: 2.2 CHANGE NORTHEAST CORNER ROOM TO AN ATTACHED GARAGE/STORAGE p q ABBREVIATIONS: 2.3 CHANGE MIDDLE TWO UNITS TO A FAMILY ROOM 21. COPYRIGHT©2016, STUDIO A/B ARCHITECTS Health De arment: Not Required. Numbers of bedrooms are reduced from 5 to 4 2.4 ELIMINATE 3-COLUMNS ON THE DECK THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS AND DEC: Not Required See attached Non jurisdiction letter 2.5 REPLACE DECK RAILINGS AND SCREEN - �'~ WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY MAY Zoning Board of Appeal: Required AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 2.6 REPLACE EXISTING WINDOWS NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, Board of Trustee: Required ALUM. ALUMINUM H.P. HIGH POINT 2.7 ABOVE RELATED RECONFIGURATIONS PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHI�fECTS. Landmark: Required & AND HRDWD HARDWOOD Planning Board: Not Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND 3. SECOND FLOOR ALTERATION ARCH. ARCHITECT AIR CONDITIONING 3.1 REPLACE STAIRCASE WIDER AND LESS STEEPER TO COMPLY CURRENT CODE @ AT HORZ. HORIZONTAL 3.2 OMIT POWDER ROOM AND FIREPLACE TO WIDEN THE LIVING/DINING SPACE BLD'G BUILDING INSUL. INSULATION 3.3 MINOR ALTERATION TO PANTRY B.O. BOTTOM OF INT. INTERIOR 3.4 CHANGE EXISTING NORTH ROOF ON THE FIRST FLOOR TO A ROOF DECK CONTROLLED INSPECTIONS: LOCATION MAP: C.I. CASTIRON L.F. CL CENTER LINE L.P. 3.5 ENHANCE DRAINAGE ON EXISTING SOUTH ROOF DECK LINEAR FOOT CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE ISOUTHOLDI �; n. ' LOW POINTE, 3.6 ABOVE RELATED RECONFIGURATIONS �' `'`' ' n "''' ,.';; I - - CLG. CEILING MAT. MATERIAL BUILDING DEPARTMENT %,; _ ea _ x CLO. CLOSET MAX. MAXIMUM ,� �., Y 4. ABOVE RELATED MECHANICAL PLUMBING AND ELECTRICAL WORK ' CMU CONCRETE MASONRY UNIT MECH. C' HE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST MECHANICAL x3 THE CONTRACTOR MUST NOTIFY T � ,� COL. COLUMN MIN. MINIMUM 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. �:'':':' . . ' '" -��.� . , �'<,'a:�. �:�;>: CONE. CONCRETE MTD. ' 1°`"� ,i, MOUNTED . a t, CONT. CONTINUOUS MTL METAL a.> / 1 t" ,i"'q 4 4 THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. :. us :r:.". y';" . •. %';';.. T S G . .,. .. � _ .' ' ,'; C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT COR. CORRIDOR NO C O , NUMBER ' 7 t0 ,.. .'. , . ...., ,� ,,., ""'''' , ,. CU.FT. CUBIC FEET NOM. NOMINAL 1 SAFETY AND PROTECTION NOTES: . , v-i:,: 3 ! (. :2 ? ,... ''. '. ; -' .,", � ARD LE CU YD CUBIC Y NTS NOT TO SCA Or-- SITE T I P DE DETAIL LY PLYWOOD 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND , DIA. DIAMETER O.C. ON CENTER OSHA REQUIREMENTS. ,.T t DIM. DIMENSION R RADIUS ieni�oun s`i`orwe' tt�„p , .y DIM DIMMER RAI D LG t - G r , IC ri 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, FIRE ;;., ' = ttt, K.• '.,/.;. . „';,, ,,; � '' �° DR. DOOR REINF. REINFORCING RIP HAZARDS PROTECTION ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION PROTECTION, T N '""'" -•�.� DWG DRAWING R.D. ROOF DRAT BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. E.J. EXPANSION JOINT READ. REQUIRED wd R ELEV. ELEVATION M EL ON ROOM ELEC. ELECTRIC SF SQUARE FEET , ENT. ENTRY SIM. SIMILAR PROJECT: 5 *r'F xN,,,.,:,. azo."f"..>.:*;nr Y;'.✓r Y SSS��� ;.. .' :.: �.,;'d 2.';*'2„i;;;.,:;. ',., ..: ^ , �,>,r.., .._a,,...,.:,,+i ;' •Oy.ttr'p60dB .. `�' EQ EQUAL SPEC SPECIFICATION EQUIP. EQUIPMENT S.S. T QU STAINLESS STEEL Alteration t EXIST. EXISTING STD. STANDARD to Faerber > EX S G S RD ,. r EXT EXTERIOR STL STEEL ate. D y . 4' F TEL. F FINISHED FL TELEPHONE -' FLOOR E { >� Residence - , v FIN. FINISH OR FINISHED TH. THICKNESS :h:.. s ,�4 'lkhnt.'/ortNtClu +d �,,. ,�,-. ,.,. <.:,,, ,:..,.,",�.�.. ;,� FL. FLOOR T.O. TOP OF .. ,: A,. FLASH'G` FLAS FLASHING TYP TYPICAL IT s ,.............. . ., . ,:, ., `., <::�:�:�,-� �y. PROOFING SE NOTED .� ;�, ,,�,�,; 6•�>`"�> F P FIRE P G U.O.N.U O N UNLESS OTHERWISE 'P R OJECT ITE - - FT FEE V.I.F. VERIFY IN FIELD S W _ GA WIDTH - GAUGE G UG k' v"m r: ; TI , t e Sheet eet GALV. GALVANIZED W/ WITH G LVA ZED a , ANDALTERNATIVES Y, OPTIONS "t :h WD WOOD G.C. A 00 GENERAL R CTO THE FOLLOWING ARE OPTIONAL OR ALTERNATIVE BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING I GL. GLASS W.R.B. WATER RESISTIVE BARRIER OR SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT IN t GWB GYPSUM WALL BOARD CONTRACT. , r ALT. 1 REPLACE E=XISTING ROOF MEMBRANE ON THE FIRST FLOOR NORTHEAST ROOF WITH NEW EPDM,WHEN THE EXISTING WATERPROOFING MEMS. IS NOT ADEQUATE FOR USE UNDER THE DECKING ALT. 2 REINFORCE ROOF RAFTERS AT THE FIRST FLOOR NORTH ROOF FOR NEW DECKING AND LIVING LOAD, Project number 1502 WHEN NECESSARY Date 11/27/16 OPT. 1 BI-FOLDING GLASS DOOR SCREEN Drawn by HA Checked by GB N N '�Y N T . 01 co co N Scale As indicated studio a/b architects 50' MIN. 651 West Main Street, 18'-0"MAX. C.to C. �� BUT SUFFICIENT TO KEEP SEDIMENT ON SITE Riverhead, NY 11901 /�� �— 631 591 2402 v FLOW W 631 323 1426 L' m i �\ w info@studioabarchitects.com 0 LL Q zx W o '1/7HAY BALE AND/OR w W \� r w \ O SILT FENCING W / x w /�/` u_ Owner: ° I Max and Jimena Faerber 4" VERTICAL af 0* SLOPE FACE Ww w 525 West End Ave, 12-F, New York, NY 10024 0", = 631 765 1823, 917 279 0505 F� v max.faerber@gmail.com PERSPECTIVE VIEW Q z � o BEDDING DETAIL O N _ o MINIMUM OST 2 x 2 ANGLE FIRST STAKE TOWARD ���—� i z 0 FENCE PREVIOUSLY LAID BALE �/�� �i a0 zo WOVEN WIRE FENCE � J` h CONSTRUCTION ENTRANCE-FOUNDA ION OF COMPACLL:D (6 x 6 - 10/10 WWF) FLOW �Z_ ���� n 3/4"STONE BLEND OR N.Y. STATE D.O.I.APPROVED R.CM � FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGo FILTER CLOTH L StopE L �—� , �n __— PLAN VIEW � . Z_ �L EMBED FILTER CLOTH RADE �i1—/�� ^ nRADE MIN. 6" INTO GROUND —� BOUND HAY BALES ROA D PLACED ON CONTOUR Z CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 4" n 3/4"STONE BLEND OR N.Y. STATE D.O.T.APPROVED R.C.A. Z_ 2 RE-BARS: STEEL PICKETS OR HAY BALE AND/OR FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: 2"x 2"STAKES 1.5'to 2' IN GROUND. SILT FENCING MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF HAY BALES. CROSS SECTION SECTION DETAIL ANCHORING DETAIL Runoff Management Silt Fence and Straw Runoff Management Temporary Construction 2 Hay Bale Dike Details Entry Detail _ -N T S N.T.S. No. Description Date EXISTING 2-STORY HOUSE NEW ADDITION UNDER EXISTING ROOF SOIL STOCK PILE AREA (HATCHED) 60+/-SF N/F R. KING 'V A' �,rr 7/ t 111 Qe�a•e �-, <4-• w N. 80°47'00"E. C�vER 80/ �. / noCID �11® / BEACH 7 ° GRASS �� ' 0 _. 4.11 n q a d EXISTING STEPS,TYP. �; - •' d<- - ' EXISTING UPPER FLOOR OVERHANG li, _ - EXISTING DECK Y O, I� o �Qy GJQ- 60 P BEACH '4 u-O,d Project: Alteration to Faerber Residence ORIENT � Z Owner: Max and Jimena Faerber Q FIRST FLOOR ELEV. HARBOR Address:2072 VILLAGE LANE, ORIENT, NY 11957 �� +6 8 4 Suffolk County Tax Map#:10100-24.-2-27 ELEC. POLE Total Site Area: 10,222 sq.ft. 0.23 acre �� NYT 20 - : :' V. "V - - EXISTING HEDGE Total Water Volume CalculationWQv OQ- i a . �G' F N NYS Stormwater Management Design Manual (DM) 2015 ;�" a "GO WQv=(P) (Rv)(A)/12= 259(cu ft) (DM Section 4.2) O� �� i SHIFTED PORCH STEPS P: 90% Rainfall Event Number 1.5 (inch) (DM Figure 4.1) Lot Area 10,222 (sf) 0.23(acre) —/ Impervious Area 1,800 (sf) 0.04 (acre) Percentage Impervious(1) 17% 0.05+0.009(1) = 0.21 '` W BEACH � � PROPOSED TEMPORARY where I is percent of impervious cover: rye^ - GRASS `) U I //TEMPORALLY REMOVE CONSTRUCTION ENTRY PROJECT: EXISTING HEDGE/ / Minimum Runoff Reduction Volume (RRv min) U Alteration to Faerber RRv min = (P*Rv*Aic*S ( ) /12= 0 DM Section 4.3 / ° P: 1- ear storm event in 2.8 DM Table 4.2 HAY BALE DI �O HAYALE 1-year ) ( ) � OR SILT FEN E � // — i � SILT FENCE DIKE OR Rv: 0.05+0.009(1)= 0.95 co vResidence where I is 100% impervious �i I //� CP Total area of new impervious cover 0 S: Hydrologic Soil Group (HSG) S.82°53'00"W — — / a.o / ® ® 4.4' �� PROPOSED UNDERGROUND Specific Reduction Factor 0.55 _ _ ELECTRIC SERVICE ENTRY SINCE THIS PROJECT DOES NOT ADD NEW IMPERVIOUS AREA,Aic=0,WHICH 122.29' Sto rmwate r _ _ LEADS THAT THE MINIMUM RUNOFF REDUCTION VOLUME TO BE 0. NOTE: 7EXISTING BULKHEAD / \_/ GU T 21 OLE Management Control DUE TO THE SITE LIMITATIONS BELOW,ANY RUNOFF REDUCTION PRACTICES ELEC. PANEL NYNYT 21 ARE INFEASIBLE: FOR ORIENT Plan 1. NARROW SITE DOES NOT PROVIDE ANY PLACE TO LOCATE ANY TYPE OF N/F ORIENT WHARF CO. WHARF CO. 4.3• RUNOFF REDUCTION TECHNIQUE, NOR STANDARD SMP. SUCH AS X NO DRYWELL OR RAIL GARDEN CAN BE INSTALLED IN THE SOUTH YARD SITE PLAN IS BASED ON A SURVEY COMPLYING REQUIRED DISTANCE FROM THE EXISTING SEWER SYSTEM. BY JOHN C. EHLERS, LAST DATED 7/11/2016 2. GROUNDWATER LEVEL MAY BE THE SEA LEVEL,APPROXIMATELY. Project number 1502 SINCE THE GRADE ELEVATION IS 4'-0"+/-,THERE IS NOT ENOUGH SOIL DEPTH Date 11/27/16 ABOVE THE GROUND WATER FOR INSTALLING ANY INFILTRATION PRACTICE. TEMPORARY RUNOFF PROTECTION SHALL BE INSTALLED AS PER DRAWING. Drawn by HA QChecked by GB 00 N C . 03 co n Stormwater Management Control Plan N CD co N Scale As indicated NOTES studio a/b architects 1. ® INDICATES EMERGENCY ESCAPE RESCUE OPENING 651 West Main Street, EXISTING 2-STORY HOUSE 2. GRIDS,TYPICALLY, FOLLOW EXTERIOR SURFACE TO SURFACE Riverhead, NY 11901 NEW ADDITION UNDER EXISTING ROOF OF STUDS. 631 591 24023. OTHER DIMENSIONS,TYPICALLY, FOLLOW FINISHED SURFACE 631 3231426 TO SURFACE info@studioabarchitects.com (HATCHED) 4. WALLS INDICATED WITH GRAY LINES ARE EXISTING WALLS N/F R. KING Z 5. WALLS INDICATED WITH BLACK LINES ARE NEW WALLS 10s W 6. SEE FOLLOWING SCHEDULES FOR KEYED ITEMS U• DOOR AND WINDOW SCHEDULE: SEE A. �F-f�ST N 7. SEE FOLLOWING SCHEDULES FOR GRAPHICALLY INDICATED Owner: ITEMSEXTERIOR FINISH SCHEDULE: SEE A.04 �N. 80°47'00"E. �' CONC. // °' Max and Jimena Faerber _ _ ROOM FINISH SCHEDULE: SEE A.04 COVER 89.80' _ 525 West End Ave, 12-F, New York, NY 10024 °a : INSULATION SCHEDULE SEE A.05 / BEACH iD �t 8. INDICATED SHELVES ARE TYPICALLY NOT IN CONTRACT / GRASS,!' \% (0 // L6 631 765 1823, 917 279 0505 EXCEPT AT THE KITCHENETTE �� y� 4.V °` max.faerber@gmail.com 'lj; X "•� a ° EXISTING STEPS,TYP. � ° °` 'i ¢ rn rl 'I _ , EXISTING UPPER FLOOR OVERHANG '! a Z�< I; , ! Uj-° _ .. LL e EXISTING Y01 DECK s• _ `� BEACHLL� �O ORIENT � ;i:. ." .. ,z �•" ° _ ,o / o /v HARBOR �� FIRST FLOOR ELEV. _ +6.8' a° �o-'•a° 4 l ELEC. POLE NYT 20 a." . SHORTENED HEDGE � jo2( n %ila.o' �n l 1 9 SHIFTED O� °tl aOG, 3 v� % HEDGE ^� 38'-8 7/8"+/_ RELOCATED SHIFTED PORCH STEPS �/- ��^ I BEACH // GATE r' GRASS1i \/ o �^ EXISTING HEDGE 1 / � =�(j c D Ae, / �V C9 M M �� / 00 S 2'-2 1/4"+l- 8'-8 1/2"+/- / / 001 / % �p3 / (� (ADDITION) ri �/'1CP 09 n �� co �/ r T' � � LATTICE PANEL A.06 lJ CHANGE OVERHEAD Jv jA.03 ELECTRIC SERVICE ENTRY 2 3 - S. 82°53'00"W. - - - 4.0' / 4.4'X pp'� TO UNDERGROUND A.07 1 A.07 �- ..__• 12.29' =--, __.._. ._GU A. 1 _ _ _ -_ - _ - _ _ - _ A_32 - _ _ - - - _ - _ - _ - - _ - _ - _ - _ - - - - - - - - A_5 EXISTING BULKHEAD - ' - " ELEC. POLE NYT 21 ( I I I ! I DOOR'S ELEC. PANEL ; I I - - - - - VENT No. Description Date FOR ORIENT / ! i i i N/F ORIENT WHARF CO. WHARF CO. as ; j ' �. IV; ' i � I � ! I WALLED,, _ 2 III i 11 Iii ( I ! I 0 I I SITE PLAN IS BASED ON A SURVEYI_ _ _ _ _ BY JOHN C. EHLERS, LAST DATED 7/11/2016 B'4 I ! %I�; I I G. l I I I a�te1 iBath�'y I I I i i I j NEW GAS FIRED REMOVE'ELAMED Site Plan + z I , I I I - I HOTWATER HEATER FLOOR - 1 _ - o I ii I '1051 I r 1/16 - 1 -0 _ ►- I i i ! ! ` PARTITION o . BETWEEN SHED AND,ELEVgTEQQ GARAGE TO BE ; A.07REMOVED it I ! � IMsB! droom I I , I G` ' ' Iti+INSTALL(2)-2X8 MIN.alage' FADER ABOVE THEB•3.5 1Mech r ° Chamber .. NEWOPENING- I ;I ' l ; I 1'04 + ;I , I I I _ RELOCATED . m I it ; I I ' ! ( ` NEW,RAISED DECK, WATER � �\ TANK -FORA/C-UNIT• I i I 1 i ' 1-91 1 � I I '� a - 2=3, MIN.ABOVE (2)-1 3/4"X 5 1/2."LVL COLUMN FD I ; I i it FINISHED FLOOR. SHELVING N.I.C. TYP. ' I 1 � D ( li � ) WINDOW REPLACED AND LOWERED I I I i i ; I Kids Bathe' m s WINDOW DEMOLISHED i I _. fI !. A/C litY 0 WINDOW DEMOLISHED , 1 I I i I I . I I ! i X EXISTING DECK REMOVED A ! I I I ( E 2 W .2 nA5. 1A.2A 3 00 O i I I I i I REM VE DOOR I i �( . ( ` II r ! i i I i5 i ; i I 1= 5 i ! ii AND FILL _ i ii D,9�1; I ( I } r -I- I : i I ! o I . j WALL BETWEEN ATTACHED SHED - -� -- -�r-- L i I I I I (! i i I 1 l W� (3)-2X4- I " II (! A 03 !r i III:Ii. IIIII iIl;II ti'lI II' II, ' lI i'II iII .. I 03 I i i II II I II'Ii iIIIIiII ' I Ii IiII;i IiIt II iII iI II I: Ii iIItt !; Ii ;(I!I ' ` IIirI iIr;I III1Ii( ' i I!i 2X 4 C' OIIiII LU, MN li il rIII' �I L, ;rI -ID .I I' 1- 6! I i ' i IiIIII Ii it ROOM T BE DEMOLISHED IIIII II 0 - ,- 4 IiB4 i ¢i 2 EXISTING FRAMED FL00RTO BE REMOVED w 'R� wWALL TO BE DEMOLISHED 3 -Z4C UMN w0 i10 WINDOW DEMOLISHED B. - G- C- r. ; WINDOW DEMOLISHED I � I i I I i F I il RoIl I I I r i ii I , � oR DeCK , II I r J IIiii;I iI: IIIiIIiIi iii iII''I IIIilI IIii itI't IIiIt i iIiti' ,I :I IIiII II 'I IIII i 1IiIiiI t II' iiII ti+ I !! i niII'i. i i- I iIIlI lI II I II;(IiII Iii;II i ' i (IiiI 1IiIIiI1 II1I!i IiiIIIiiIII! 1i II !(IIII I Ii IIIi!I I iII IIiII �IIIi IiiIiI (III i !i i!) liIiI ijII TYIiiiIIi � iiI _IIII ,I IiIIlI I!, : 'II r IiIiIII� ; _I �IKIII GII �'' iII 1 I 0 ! DM mEXISTING COLUMN REPLACED ING) SREEVINEXI iI ; ; II 'I I I i i I 1 3 B.3 i REPLACED DASH 1' RAILING ED WALL TO E DEMOLISHED, TYP. SHELVII1 i, I 0 REPLACED AND N.I,C. T P SHIFTED IND OWVTYP. TO BE DEMOLISHED EXISTING EM LI HEDEXISTING COLUMN DOOR&WINDOW; D M LI HE all t 7J�` ; ` ••s-�,-t tiYd: � Sa .1 ,•V tn: ..' O l ' + a I ! I I I i 1 'I 1 FILL EXISTING I , SII II ; I li ; I I :i I I I I i ( I I I 'i i I I I I ! r s I � I III I III i::lIii iIiiIIiiI I IIII IIII:II III.i!IIIII'I' "I �'l:lII IiI tI IiiI! iiII1ii IIIIIl:I: IIIIiIIIii s. II-lliIIi�i. '�IliIiI IIIiIII!II ITII I I� II 1iI III ((!III (IIiI iIIIs t�II i IIIiiI II l IIiI IiiI iIiiI � oO��iI II! (1i i 'i1I i! -�-� �. IiIII( s iIIII IIII f i !iIIII I II iIii'III I: I iI I{iii' II I ° - J 1 tII ' S !ILI !II' MII� l N II IiltIii ii I II1 i-IIi iII'I I I I! - 'i!I II II III I1 3i IIiIIII _ I IIII II,I IIII I ,II - - + OPENING_1 34XCOLUMN5 1/2, LVL WIN W REPLACED ANDSHIFTED 6.2 I EXISTING RAILING TO BE DEMOLISHED STAIRCASEASE DEMOLISHED HEDOW SHELVING!- T41 I� R&WIND N.LC. TYP 4 PROJECT:T: 3 -2 COSt d I �a EM LI HED �WINDOW REPLACED AND SHIFTED Alteration to Faer b r B.2 I I I/' / II IIiI III IiiII Iiii;i I !iIr',IIl! Ii iIIIiiIiiIl�IIs'tI': I. II iItII !i:i:i. II' iI iI'It( IiIIt:I II'I l!iilIi I IiI! i i ! tr ' II I;i II i IIi ,rI; i I!I iI!i i II 1 I!i I I )i IiI i 1iI 0 i !I IkI�' I �niI ( II I : i II II iIIiIII E6 I ; 1061 WINDOW DEMOLISHED A.13 I LATTICE SCREEN DEMOLISHED I IIiII r h IIIIiI IIIII1 I I: Residence n ce EXISTING COLUMN REPLACED X NEW MULLIONDEMOLI RAILING AND COLUMN f iI i I I ' i I I I i I li ! I I i I I ' ilii I , I I ! I I CE / 4X4 4 DAR I I I - - - - - - - PAINTED B• STEPS RELOCATED - B 1 : ; I : : , �, - IS ; I I : ; ; ;,i - � _ - - - I 01 01 - - �- Site Plan, 1 FL A.3 A.4 I NEW LATTICE PANEL Demolition and WINDOW REPLACED I ZLATTICE PANEL - A•3 A•4 NEW MULLION 3 4X4 CEDAR Proposed Plan 7 ADD 1 - - - - -- - - - - - - - - - - PAINTED A.13 5'-9 1/8" +/- RAILING A.03 A.04 ON THIS SIDE 14'-5 1/2"+/- 28'-0 5/8"+/- 10'-8 114"+/- Project number 1502 1 Date 11/27/16 A.09 A.10 Drawn by HA Checked by GB M 2 First Floor Demolition Plan First Floor M 01 A. 0 Q0 co N_ Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: A.1 A.2 A.3.2 EXISTING SOFFIT A.5 Max and Jimena Faerber GWB PAINTED EXISTING SOFFIT 5 West End Ave, 12-F, New York, NY 10024 631 765 1823, 917 279 0505 max.faerber@gmail.com --------- 5/8"TYPE X BA - GWB PAINTED CH=7'-2"+/- B.3.5- - - - � I CH=8'-1"+/- EXISTING GWB B.3 - PATCH AS NEEDED CH=7'-0" REPAINT EXPOSED GIRDER, JOISTS AND EXPOSED JOIST& ROUGH FLOORING ROUGH FLOOR, PAINTED PAINTED PVC BOARD ANGLED GWB PAINTED PAINTED GWB WRAPPED NEW GIRDER I _ EXISTING ° EXPOSED BEAD BOARD a REINFORCE JOISTS REPAINTED PAINTED EXISTING GWB 5'-9 1/8"+/- 38'-8 7/8" OPEN°i PATCH AS NEEDED ' u REPAINT A.04 A.03 EXISTING SOFFIT �� 1 2 " REPAINT A1 A 2 A.3.2 A.5 A.06 B.1 - - - - - - - - - - 6 - - - - - - -- - - - - - - - "- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A.3 A.4 j 0'-3 1/2" 0'-3 1/2" j NEW GIRDER j ABOVE CEILING I I No. Description Date :::::::::: - - ---- - ...... .. -- --- ....__..:- ....:.....-.-_ .:........_...--- __....... ..._ANGLED GWB PAINTED - - ---- __ -- _......----- _ ..._... . . . .............................. _.._......_.._..........._.---__.. .._ .......................... _.. ....._....._...................._......... ...._.._............._..._ I - ------- - EXISTING GWB -------- --------.-----------------.._..---...------__---------------- : I _.__-.---....._.._...._....._............ ._-____._._--------------------._--_....---...._._.._.......___..------------__�__.......__...._.__............................._-...-------------------..---........ ................_ ....__.............-......----..._...---......___..._-_-_----..__.__-_.__-___--..____-__-__..._.. PATCH AS NEEDED - REPAINT ....................... ............. ................... 1 ........._._..........................._.::::::: .............___..........__....._.. _..........._..._......-_....... " - - -- _.-... -- --- _-._._..------- _ - --------- ---- - -- - `-- A.07 Irst Floor Reflected Ceiling Plan - ...._.. - ........ -------- ......................................... 1 f_011 B.3.5 - -) — — — ; ; � ::::__�:�::::__.:.--::.:-::.::._::::_::._::::::::�:.-::::.:::....:......::::::NORTH.ROOF_::_ ._..........--------------__:�:-_:___-------__...____-_____----------...___---------__....-----------------_____-_..----- . i --- - --- - - -------- ----- - _ ._.. - _._.__.... ` ..---.... ----------- --- --DECK ------------ - ::___:.:,._.:_::::::::::::»�:_��__._.: + ----_....................-------_ N Ii Dx _..._.........._................-........:.......:.....__.:.....:.......:.....:..:.....:...................-..._...._.._..................................._.-.,._......_........:...:.._:.._............-_........ iI .....-....--_-.,-..-._............_._.......«....._...-..._._.....-.._....-...-..-..-.-...-.--. .-.-......-._..0........_..-...-.......-_.-._-.,.._._-_..-........_._..... ... _ - ....-.._.._...........x-._..._......_...._.._-_.__. .....-_—_...._....._..-_-_.-..... .,-.--..--.._-------- ._--.-_---------------_ -.------._--.._-__-------- ---------._-------------.-.---------.----.-_. ---____..__-S._.__._.I..-.Z..-..--..--.E--_---_--_-.—_--__...__-..-._ --------- --_-..-_.-.._-...-..-------x---.-.-.--_----..-_-_-_—._._- -.-.---.------------_---......--_--.--..-_---------------------- ----_-_------- --------------- -_-_-.- - .------------. _ ._.---..-----.--.---"----------.__.-._.._. _.-----------------._-._------------.._._-_.-------------- -------._. _-.---------_ . ..... DUCT SPACE_:._...:_...-- . _ _ - TO BE MIN.-- - IN.: -----------. ..----- _----------.----- ----------------------- -.--..---`----- ._. . ._... ...........-----........_--..._._._......._._.._...— .._..`_. __-. .::: .... ...... 4 _ ..... - _ _ . .. ............ (I)-2X4 , TYP. . ... ... .._ NEW WOOD -. -. _... ...... --- -- 04— -..-....._.._....._...... EXISTING ROOF OVER DECK TO BE DEMOLISHED A.3.2 EXISTING ROOF TO REMAIN A.5 _._._._.___.__._._ _____.-.__._-__-___-_.___.___.__....____.__.____________.._._.._ __. ROOF DECK WILL BE BUILT ON IT -- -----... ---.... .AND REBUILT AT SLIGHTLY LOWER LEVEL FOR ( ) _._.__....__... _......_.._:._BURNING STOVE-_----_----- .__ -_..... _.. ...............................__._..........._........-.... . . ._ ....._...._....._..._---._... NEW ROOF DECK -- _ ---- - - --- -- --------- - - A 03 ..._..... Bedroom I A.03 2 CLOSET TO BE DEMOLISHED 2 - - G - - - A.04 B.3.5 �_X1 WINDOW TO BE DEMOLISHED :...::....:._:.::_ ._ .....,..._::..-:..:..:_ _::::_::::.....:.:....:. _... . B.3 - - -- -- _-_ _-_ ______.-_-____:_ _ __--_____.___ _________ _ -_-__-_-_____ ______--____-_________�___CE rz 3 -- - --ill-c-, �X1 I 1 . Y i \�\ I X=3 � A.10 EXISTING FIRE PLACE TO BE DEMOLISHED EXISTING POWDER(ROOM TO BE DEMOLISHED I EXISTING STAIRCASE TO BE DEMOLISHED _. ..-. y -.-_-_._-----_.. - --- _.........._........._.._ ^y ._....._........... -- - - -- - -- - -..- -- ---- -_-.— -�l I I ._.................._.....-_-_-_.__.__._-.-_____..._......_.:! . Broom 1 -- co _ EX»7 202 PROJECT: 1 j_. B.2 ' __... ._ _. - .._. - ---- - _ :__. — Existing Roof eck.....::::: .. �x .. .. _ M _-........ ..:::: _:..:.:.:.. ....._1.- :_: :___ I :. . ...... .... ............... .. ..... _ ___ __ ► - Alteration to Faerber (EXISTING RAILING TO BE DEMOLISHED I I:- .::: _:.___:.:.- -`! _............. If : -- ---------------- - ; I -: :._: :. .. :. ---- --.-: -=--- Residence ------------ __-- .... . ... . EXISTING PARTITION TO BE DEMOLISHED Jo. A.4 - - -- - - - - - - 0 L - - - - - - - - 2FL Demolition Plan, - A.3 /3\ A.4 2 F L Proposed Plan, 1 A.08 A.03 1 FL Reflected Ceiling Plan Project number 1502 Date 11/27/16 8'- 10 1/4"+/_ 32'-6 1/2"+/- 3'- 1 1/4"+/- Drawn by HA Q Checked by GB o v M Second Floor Demolition Plan n Second Floor o 17 ---------- ' \ A 02 N co N Scale As indicated NEW SIDE WALL UNDER NEW AWNING studio a/b architects 651 West Main Street, 3 1 2 1 2 Riverhead, NY 11901 A.07 B.3.C A.04 631 591 2402 A.07 A.04 A•07 J 631 323 1426 A.5 A.4 A.3.2 A.3 A.2 A.1 B.4 B.3 B.2 B.1 info@studioabarchitects.com barchitects.com EXISTI I I I I ROOFING EXISTING WINDOWS � I Owner: TO REMAIN PROPOSED AWNING Max and Jimena Faerber EXISTING ROOF PROPOSED FASCIA AWNING 1X3 ON 1X8 PVC 525 West End Ave, 12-F, New York, NY 10024 PROPOSED I I PAINTED I 631 765 1823,917 279 0505 PROPOSED CEDAR 1X4 EXISTING 2FL DOOR I max.faerber@gmaii.com LATTICE PANEL WINDOW TO (PRIVACY FENCE FOR REMAIN REPLACED DOOR PROPOSED ROOF DECK) T X T X - I EXISTING WINDOW ' I AWNING POST PROPOSED .. _. .k._ 4 I ` CEDAR 4X4 ROOF DECK 1 I: r NEW BLEACHING OIL WIRE RAILING - - - F1, ' REPLACED I i ` i WINDOW 2 1 WIRE RAILING PATCH FLARE ----- AND SHINGLES NEW WALL EXISTING CEDAR SHINGLE WALL Second Floor _ _ e CEDAR SHINGLES S8' -cond Floor0 1/4" 8' - 10 1/4" TO MATCH EXISTING " ° REPLACED COLUMN CEDAR 1X4 LATTICE NEW MULLED ;1 RAILING WIND0IN-IT REPLACED / O PROPOSED \ \O \ WIRE RAILING ` I I MULLED WINDOW PROPOSED \ \ \ BI-FOLDING DOOR lwx Hill 111111 1-3 u \ \ First Floor ° \ Ill H 11 11 ill — — — ---- - -= — - 0' - 0'• --- — ——- - - - — -- - --- ----- — — First Floor _ I gg -- I -- till ill IV I _ _ II—IIIII--I NEW DOOR_ I _ _ _ _ _ _ _ —I III I — I II ► � � I — I I I I I I I— — I -- —PROPOSED DITION ON 1FL _ —DECKIRAILING_ _ —STAIRS_G DECK- =EXISTING DECK = _ _ _ _ _ = No. Description Date III I I_ I_-� I I _ --. I— I — —I - - - —I I I — I — I I I III _RAILING-� I I— I —I I E_ I—III I UNDER EXISTING ROOF I -1 I IREPLACED-III III-1 1 1 1 1 1-1 1 1 1 I 1-1 1 1 III III-1 I I-1 1 IRAILING-1 1 1—I I I REPLACED—III—III—III—I 1 1-1 1 Ii—I 1 1-1 1 1-111— 1 I—I 11—I 1 1- EXISTING 1 FL EXISTING WINDOW EXISTING WALL W/WIRES REPLACED W/ W/WIRES WIRES WINDOWS TO BE REMOVED CEDAR SHINGLE REPLACED,TYP. North Elevation n West Elevation 2 1 3 3 EXISTING 2FL EXISTING ROOF, TYP. �\ WINDOW TO A.07 A.04 A.10 A.07 REMAIN A.1 A.2 A.3 A.3.2 A.4 A.5 B.1 B. B.3 B.4 2 1 EXISTING A.04 A.07 SKYLIGHT EXISTING SHINGLE WALL,TYP. I i EXISTING ROOF, TYP. EXISTING I I I WINDOW UNLESS OTHERWISE NOTED PROPOSED ROOF EXISTING 2FL DECK WINDOW TO REMAIN W/CEDAR LATTICE RAILING 1X4 @4"O.C. _ + z BREACHING OIL - WD A FF „ E PROPOSED — I g civ Q `'r, 7 LATTICE PANELItill 11 Hill Ill Iiiiii --_- P-T K�-- I - Hill �C? C r -rr .>Tr�i'- -: -r- r it` EXISTING CEDAR SCREEN SHINGLES WAL REPLACING u i n n t EXISTING SOLID RAILING WALL Il l .11.. I •.l..:".' .; �, Second Floor _ — — Second Floor 8' - 10 1/4" Il 10 1/4" ��T� +'- U ----- F_ U 1111111111 1111 11 till 111111 111111 Z C0 G7 j PROPOSED 0 o X -- - i I1 l IN LATTICE PANEL J u PROPOSED — I ; SCREEN m 04 Q E 1 2 EXISTING LATTICE Ili 111111 11111 till 11 Ill ATTACHED SHED RAILING ii PROJECT: Base Flood Plane A4 AGAII 11 0' - 2 3/8" Hill 11111111111 �11111 111111 Alteration to Faerber I 11 11 ill 11 11 11 IT 11 11 IT 11 1 11 1 11 /First FloorFirst Floor Residence 11 111111111 - 11 IIIHIII ill 11 ill 11 ill 11 11 Ill 11 ill 11 01 - 011 lif IIIIIIIIIIAIIIII 11 ti 11 01 - 011 T!f _ - - -- — — - -I � I—III— — � II � I — — I � I III—� ► I � I I I—► , I — — — — —► I EEII —I1=11EE 1=11=1I — I REPLACED SCREEN EXISTING 1 PROPOSED GARAGE _ CEDAR LATTICE � WINDOWS TOO � I DOOR -- I I I I I I ==1 I 1=1 I ( - 1X4 @4"O.C. BE REPLACED, BOTTOM GUIDE STAY ROLLER, C-GUIDE EXISTING STEPSEXISTING 1FL WINDOW EXISTING STEPS BLEACHING OIL TYP. 2X4 ACO PAINTED TYP. TO BE REPLACED WITH SLIGHTLY SHIFTED TO THE SAME SIZE, TYPE WEST Project number 1502 WINDOW,TYP. Date 11/27/16 Drawn by HA Checked by GB o v Cl) N co 3 South ElevationA. 03 4 East Elevation N Scale 1/411 studio a/b architects EXISTING ROOF 21 3 Rive he651 st Mai 1treet 901 1 A.07 A.04 A 07 631 5912402 2 631 3231426 A.04 A.07 info@studioabarchitects.com B.4 B.3 B.2 B. 1 A. A.2 A.3.2 A.5 Y EXISTING ROOF Owner: Max and Jimena Faerber 525 West End Ave, 12-17, New York, NY 10024 631 765 max.faerber2@gml7 279 ail.com 505 INSTALL R38 INSULATION '`����-� IPE 5/4X6 DECKING ON TAPERED ACQ SLEEPERS ON EXISTING ROOF 1 NEW STOVE AND NEW T H RAILING CHIMNEY j I I i LDK North Roof Deck EXISTING WALL I'. L -I-- - DK EXISTING FLOOR EXISTING WALL, TYP. PATCH EXISTING ` I EXPOSED EXISTING JOISTS I — FLARE \ W 8X10 GIRDER REPAINTED ` @ JOIST LEVEL \ EXPOSED, PAINTED NEW 1 3/4"X 7 1/4" Second Floor \ LVL GIRDER 8'_- 1 0 1/4-11 — — I Second Floor I I W12x26 HANGER — — — — — 8 - 10 1/4 - - 1 3/4"X 7 1/4" — — EXISTING GWB CEILING Ii 4 REPLACED COLUMN W12x26 =LVL — — — — EXISTING WALL 1 3/4"x 7 1/4"LVL '' EXPOSED EXISTING JOISTS, \ JOIST LEVEL �j PATCHED,AND REPAINTED ` NEW HEADER + (2)-1 3/4"X 9 1/4" A E:1 11 1 L REPLACED RAILING iv \\ ( ) I Master Bedroom ( Family Room I toCly 'I� Family Room COLUMN `° Zo Hallway POCKET Base Flood Plaine DOOR ids' Room 0' - 2 3/8" First FloorI I L`' I 0' - 0" — — — First Floor 0' - 0" —IIIIIII I I= I —I ( — No. Description Date —_= I I I I III I II I I I I I I —III I I-- I ILE1 I ± ilii I i i iiiiii ' ii iii iii i i i i iii i Li I i i I I— I ( I I I—1 I I— I I—I IEE1 I—I I I I I IIII I —III I I I I I I I I I I i i iii I I �— —iii— i—' i "—' ' —'EXISTING FLOOR' i�ii— I_—I I II II I I I I IIIIIIIIIIII—III III III—III III—III IIIIII—IIIIII—III I II I IIIIII—III- EXISTING SEAWALL EXISTING FOUNDATION NEW PIER FOUNDATION,TYP. INSTALL(2)-PRODEX INSULATION R32 EXISTING FOUNDATION EXISTING FLOOR NEW PIER FOUNDATION EXISTING FOUNDATION TYP. INSTALL(2)-PRODEX INSULATION R32 TYP. TYP. Tical North-South Section n Typical Westorth-East Section Paint Types Room Finish Schedule Paint Product Finish Type k____Application Hue 1st Coat Finish Coat Color Room# Room Name Floor Base Trim Wall Ceiling Comments A Interior Gypsum Latex Flat Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior Latex Flat(219) Super white 101 Entry Existing HW flooring, patch as needed, repainted 1x1 painted Existing, repainted 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- , painted (Type B) 1/2"GWB Painted (Type A) Wallboard prime as needed for the repaint. 102 Hallway Existing HW flooring, patch as needed, repainted Match existing Existing, repainted 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- painted (Type B) 1/2"GWB Painted (Type A) B Interior Gypsum Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior SEMI GLOSS (224) Super white 103 Family Room Existing HW flooring, patch as needed, repainted 1x1 painted on GWB, No Match existing, painted (Type B) 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- , painted (Type B) 1/2"GWB Painted (Type A) Wallboard or Wood prime as needed for the repaint. base on paneled C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE 2 coats, BENJAMIN MOORE REGAL EGGSHELL FINISH (N319) 104 Master New and existing HW flooring, patch as needed, 1x1 painted on GWB, No Door Trim: 1/2"x 1 1/2"painted (Type 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/-, painted (Type B) 1/2"GWB Painted (Type A) METAL&WOOD ENAMEL (363) Bedroom painted base on paneled B) D Exterior Wood Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED 105 Master Existing HW flooring, patch as needed, Partialy IPE 1x1 painted Door Trim: 1/2"x 1 1/2"painted (Type 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- , painted(Type B) 1/2"GWB Painted (Type A) Weathered Finish Bathroom deck on tile (Type B) B) E Exterior and Interior UV Protective Ecoprocote AcriSoy by Eco Safety Products Clear 106 Study Existing HW flooring, patch as needed, repainted 1x1 painted on GWB, No Match existing, painted (Type B) 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- , painted (Type B) 1/2"GWB Painted (Type A) Wood Clear Sealer Water Base Clear (www.ecoprocote.com, 877 366 7547) base on paneled Sealer, No Sheen 107 Bathroom 1 Existing HW flooring, painted (Type B) GWB wall: 1x1 painted; Match existing, painted (Type B) 1/2"Paperless GWB painted (Type A), partially ceramic tile(Type A) 1/2"Paperless GWB Painted F Exterior and Interior Gloss Ecoprocote Eco-TuffTm High Traffic Flex Clear Wood Finish by 2 or 3 coats, Eco-TuffTm High Traffic Flex Clear Wood Finish Clear Tiled wall: n/a (Type A) Wood Clear Finish for Eco Safety Products (www.ecoprocote.com, 877 366 7547) 108 Kids' Room Existing HW flooring, patch as needed, repainted Existing, patch as needed, Existing' repainted 1/2"GWB painted (Type A , partially 1/2"MDF 6" painted (Type B) 1/2"GWB Painted (Type A)Traffic repainted G Interior Wood Stained Water Based Stain Ecoprocote Tim r Pr 1 coat Ecoprocote - r r^ r t (www.ecoprocote.com, 877 366 7547)Products Coat(gloss) by Eco Safety( T ocote com f877 366 109 Kid's Bathroom Existing Existing, repainted 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/- , painted (Type B) 1/2"GWB Painted (Type A) 7547) y Products (www.ecoprocote.com, 110 Utility Existing HW flooring, patch as needed, repainted 1x1 painted 1x3 painted (Type B) 1/2"GWB painted (Type A), partially 1/2"MDF 6"+/-, painted (Type B) 1/2"GWB Painted (Type A) 111 Garage Concrete exposed CMU exposed, painted 1x3 painted (Type B) 5/8"GWB painted (Type A), partially CMU exposed 5/8"GWB Painted (Type A) 112 Staircase HW treads&risers, painted 1/2"GWB painted (Type A), partially 1/2" MDF 6"+/- , painted (Type B) 1/2"GWB Painted (Type A) Handrail:steel tube painted, Rail face: stainless ;: ati stl wires 113 Mech. Tile Types Chamber Tile# Tile Type Tile Product yp 201 LDK Existing HW flooring, patch as needed, repainted Existing, patch as needed, Match existing, painted (Type B) Existing GWB walls: Patch and Repaint(Type A) Existing GWB walls: Patch c��qT U ,67@p4 repainted and Repaint(Type A) OF c A Ceramic Wall Field Tile,"Subway Tile",white Dal Tile Matte 3"x 6", Pearl white, or eq. 202 Bedroom 1 Existing HW flooring Existing Existing Existing Existing < B 1"x1"Porcelain Mosaic Tiles,white Dal Tile Keystones Arctic White(2) D617, or eq. 203 Bedroom 2 Existing HW flooring Existing Existing Existing Existing 204 1 Bathroom 2 1 Existing Existing Existing Existing Existing EXTERIOR FINISH NOTES: Insulation Schedule 1. ALL EXISTING CEDAR SHINGLES TO REMAIN. PATCH AS NEEDED. insulation# Construction Material Thickness, R value Note 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. PROJECT: Exterior Finish Schedule Alteration to Faerber Construction Exterior Finish Color Notes 1 Existing and New Floor above Crawl (2)-Prodex Total 48"insulation 1/4"+/-each, R16 Continuous; Prodex: Space each www.insulation4less.com Existing Foundation wall Parged light gray 2 Existing Floor above Garage Batt Insulation 5 1/2", R19 Cavity between joists Residence New Foundation wall Parged light gray 3 Existing Floor above exterior(no Remain as existing (unknown) Wall Cedar Shingles, bleaching oil weathered changes on finishes) Window, Door&other Trim 5/4x X PVC, Painted to match existing white Existing trims to be repainted 4 New Raised Floor for waterheater Batt Insulation 5 1/2", R19 Cavity between joists FINISH NOTES: 5 Existing Exterior Wall where no interior Remain as existing (unknown) 1/4"+/_ R16 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER Soffit PWC 1/2" bead board, painted white Existing soffit to be repainted finish chage occurs THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315(NYS RESIDENTIAL CODE). Fascia 1x PVC, Painted to match existing white Existing Fascia to be repainted5 Exterior New Wall and Existing Wall Prode:c Total 48"insulation 1/4" R16 Continuous; Prodex: 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. Building Sections and +/-, Deck Column 1xX Cedar or PVC box, painted white where interior finish change occurs www.insulation4less.com 3. ON THE FIRST FLOOR WALL WOOD PANELING TO BE INSTALLED ON GWB. THE LOCATION OF THE PANELING TO BE New Roof Deck IPE decking on EPDM sheet membrene naturalDETERMINED BY OWNER 6 Existing and New Partition South of Prodex Total 48"insulation 1/4"+/-, R16 Continuous; Prodex: Roof over roof deck EPDM Garage www.insulation4less.com Schedules Deck Wire Railing 4x4 cedar top rail, 2x4 cedar bottom cedar weathered 7 Existing and New Partition West of (2)-Prodex Total 48"insulation 1/4"+/-each, R16 raiil, stainless stl wire face @4"O.C. Garage each Deck Lattice Railing 1x4 Cedar Breaching Oil 8 New Roof and/or Ceiling above Master Batt Insulation 10 1/4", R38C Cavity between rafters Lattice Screen 1x:4 Cedar Breaching Oil 1weathered bedroom and bathroom 9 Existing Roof/Ceiling above Waterheater Batt Insulation 10 1/4", R38C Cavity between rafters Project number 1502 compartment 10 Existing Roof(where no changes on Remain as existing (unknown) Date 11/27/16 finishes) Drawn by HA Q 11 Shim space around new window and Fill all along the shim space with 00 door flexible spray foam insulation Checked by GB o 12 Partiton and floor/ceiling around Mineral blow-in sound insulation N Bathroom A. 04 N0 0 00 N Scale As indicated Door Schedule Insulation Schedule studio a/b architects Mark Room Door Type Dim (W x H) Product Finish Frame and Trim Lock Set, Handle, HW Note 1 Note 2 insulation# Construction Material Thickness, R value Note 651 West Main Street, Riverhead, NY 11901 1-1 Lower Living Room Folding Glass Door, NANA Wall 18'x 6'-8" Wood Folding Glass Door, NANA Wall WD66 painted white See Drawings Select from Standard Provide Hurricane with Screen 1 Existing and New Floor above Crawl (2)- Prodex Total 48"insulation 1/4"+/-each, R16 Continuous; Prodex: 631 591 2402 I-3L3R HW Debris Protection Panels One Space each www.insulation4less.com 631 3231426 1-2 Garage (2)-Sliding Barn Door with 3-lites each 9'-7"(2-Doors) Build with 1x X planks painted white See Drawings Pulls, Barn door 2 Existing Floor above Garage Batt Insulation 5 1/2", R19 Cavity between joists info@studioabarchitects.com x 10'0 1/4" sliding HW 3 Existing Floor above exterior(no Remain as existing (unknown) 1-3 Garage Out-swing, Full lite Hinged Door 36"x 80" ThermaTru S140, Hurricane rated,or eq. painted white Ext trim: 1"x3"painted,white; Int Shlage Keyed Entry changes on finishes) trim 1x3 painted,white F51 BRWFFF 4 New Raised Floor for Mech Chamber (2)-Prodex Total 48"insulation 1/4"+/-each, R16 Continuous; Prodex: 1-4 Laundry Fire-rated Flush Door 30"x 80" ThermaTru SSF100,or eq. painted white Frame w/noise reduction strips; Shlage Keyed Entry each www.insulation4less.com Trim: 1x3 painted,white F51BRWFFF 5 Existing Exterior Wall where no interior Remain as existing (unknown) 1/4"+/-, R16 Owner: 1-5 Laundry Flush Pocket Door 42"x 80" Birch Flush, solid core painted white Trim: 1x2, 1x4 painted,white, Pocket Door sliding finish chage occurs Max and Jimena Faerber See Drawings HW, edge pull, 6 Exterior New Wall and Existing Wall Prodex Total 48"insulation 1/4"+/-, R16 Continuous; Prodex: surface pull where interior finish change occurs www.insulation4less.com 525 West End Ave, 12-F, New York, NY 10024 1-6 Kid's Room Shifted existing Paneled Hinged Door 32"x 80" Existing Panel Door Repainted white Trim: 1x2 painted,white Existing Replace Hinges w/Satin 7 Existing and New Partition South of Prodex Total 48"insulation 1/4"+/-, R16 Continuous; Prodex: 631 765 1823, 917 279 0505 Nickel, if brass one Garage www.insulation4less.com max.faerber@gmail.com existing 8 Existing and New Partition West of (2)-Prodex Total 48"insulation 1/4"+/ each, R16 1-7 Under Staircase Flush Hinged Door 30"x 80" Birch Flush, solid core painted white Trim: 1x2 painted,white Shlage Hallway& Garage each Closet Closet F10BRWFFF 9 New Roof and/or Ceiling above Master Batt Insulation 10 1/4", R38C Cavity between rafters; If 1-8 Bathroom1 Paneled Hinged Door 30"x 80" Paneled wood door, style to match existing painted white Trim: 1x2 painted,white Shlage Bed & Bath bedroom, Master bathroom, and Mech. needed, install furrings for batt F40BRWFFF Chamber insulation installation 1-9 Study Reuse existing Paneled Hinged Door 32"x 80" Existing Panel Door Repainted white Trim: 1x2 painted,white Existing Replace Hinges w/Satin 10 Existing Roof(where no changes on Remain as existing (unknown) Nickel, if brass one finishes) existing 11 Shim space around new window and Fill all along the shim space with 1-10 Master Bedroom Reuse existing Paneled Hinged Door 32"x 80" Existing Panel Door Repainted white Trim: 1x2 painted,white Shlage Bed& Bath door flexible spray foam insulation F40BRWFFF 12 Partiton and floor/ceiling around Mineral blow-in sound insulation 1-11 Master Bathroom Flush Pocket Door 30"x 80" Birch Flush, solid core painted white Trim: 1x2, 1x4 painted,white, Pocket Door sliding Bathroom See Drawings HW, edge pull, surface pull 1-12 Nlech Chamber Fire-rated Flush Door 36"x 72" ThermaTru SSF100, or eq. painted white Trim: 1x2 painted,white Shlage Hallway& Closet F10BRWFFF 2-1 LD, North Deck Full lite Hinged Door 36"x 80" ThermaTru S140, Hurricane rated, or eq. painted white Ext trim: 1"x3"painted,white; Int Shlage Keyed Entry trim 1x2 painted,white F51BRWFFF Residential Equipment Schedule 2-2 B;athroom2 Replaced w/existing Paneled Hinged 32"x 80" Existing Panel Door Repainted white Trim: Match existing, paint,white Existing Replace Hinges w/Satin # Equipment Type Product Notes Door Nickel, if brass one existing 1 Bathroom Exhaust fan Panasonic FV-08VF2 for Master Bathroom 2-3 Bathroom2 Shifted existing Paneled Hinged Door 30"x 80" Existing Panel Door Repainted white Trim: 1x2 painted,white Existing Replace Hinges w/Satin 2 Bathroom Exhaust fan Panasonic FV-08VF2 for Bathroom 1 Nickel, if brass one 3 Exhaust Fan TBD for Garage existing 4 Clothes Washer TBD Owner supplied EX-1 E:ntry Existing Entry Door Repainted white 5 Clothes Dryer TBD Owner supplied EX-2 Kid's Bathroom Existing Folding Closet Door Repainted white 6 Gas Tankless Hot Water Takagi, or Rinnai, or eq. Install vent to north EX-3 Bedroom 1 Existing Hinged Panel Door Repainted white Heater _ EX-4 Bedroom 1 Closet Existing Hinged Panel Door Repainted white 7 Undr counter Refrigerator TBD Owner supplied EX-5 Bedroom 2 Existing Hinged Panel Door Repainted white 8 Wood Burning Stove& Rais RONDO, Chimney: Metal Bestos,or eq. Provide floor protection mat EX-6 Bedroom 2 Closet Existing Hinged Panel Door Repainted white insulated metal chimney EX-7 South Roof Deck Existing Glass Door Repainted white " RESIDENTIAL EQUIPMENT NOTES: 1. ANY EQUIPMENT, SUCH AS A/C UNIT AND WATER HEATER, EXCEPT APPLIANCES, SHALL BE INSTALLED 24"MIN. ABOVE BASE DOOR NOTES: FLOOD PLANE. EXISTING FLOOR ELEVATION IS 6.8'. 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 2. EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS, UNLESS BASE FLOOD PLANE IS ELEVATION 7'. EXISTING FINISHED FIRST FLOOR IS 6.8'. S0,2'ABOVE BASE FLOOD PLANE IS MIN. 26 1/2"ABOVE EXISTING FINISHED FLOOR. OTHERWISE NOTED. 2. WOOD BURNING STOVE FLOOR PROTECTION MUST BE MINIMUM 3/8" NON-COMBUSTIBLE MATERIAL EXTENDING BENEATH 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC),AND R308 (NYS RESIDENTIAL THE STOVE,AND TO THE FRONT 16" MIN.,AND SIDES 8"MIN. CODE). CONTRACTOR SHALL PROVIDE PRODUCT CUT SHEET, OR ALTERNATIVELY, 3/8"STEEL SHEET, PAINTED(WHITE) No. Description Date 4. TYPICAL EXTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: EXTERIOR FINISH: WHITE PAINTED INTERIOR FINISH: WHITE PAINTED ALL GLAZING SHALL BE HURRICANE IMPACT RESISTANT LOW-E ARGON FILLED NO GRILLES ALL HW FINISH SHALL BE SATIN NICKEL HINGES: SATIN NICKEL HANDLES: SATIN NICKEL, SEE DOOR SCHEDULE FOR STYLE 5. TYPICAL INTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: FINISH: AS PER DOOR SCHEDULE ALL HW FINISH SHALL BE SATIN NICKEL, INCLUDING EXISTING DOORS HINGES: SATIN NICKEL 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE DOOR FRAME AND STRUCTURE 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 DUPONT www2.dupont.com 3M www.Shop3M.com 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY THESE OPTIONS WITH ARCHITECTS AND OWNER 9. DOOR#INCLUDING EX- INDICATES EXISTING DOOR TO REMAIN. Window Schedule Type Mark quantity 7 Product Dimentions (W X H) R.O. I Finish Trim Glazing Sill Height lHeadHeightl Comments 1 1 set of 2 (2 mulled Double Hung, (2)-Andersen 400 2'-5 7/8"x 4'-8 7/8" 4'- 11 7/8"x 4'-8 7/8"O.A. Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-5 1/2" 7'-2 3/8" holizontally) WDH2446,6 over 1 (EACH) painted white painted Tempered 2 2 sets of 3 (3 mulled Casement, (3)-Andersen 400 CX145, 2'-7 1/2"x 4'-4 13/16" 7'- 11 1/4"x 4'-5 3/8"O.A. Exterior white, Interior See Drawings Hurricane rated, Low-E 2'-9" 7'- 1 13/16" horizontally) No Grill (EACH) painted white 3 1 Awning,Andersen AXW31, No Grill 2'-11 15/16"x 2'-11 15/16" 3'-0 1/2"x 3'-0 1/2" Exterior white, Interior No wood trim, Hurricane rated, Low-E 4'-3 1/2" T -3 7/16" painted white trim tiled 4 3 Double Hung,Andersen 400 WDH2432, 2'-5 7/8"x 3'-4 7/8" 2'-6 3/8"x 3'-4 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-2 3/4" 5' -7 5/8" 6 over 1 painted white painted EX1 4 Existing Interior repainted white Existing, repaint 2'-2 1/2" 6'- 11" EX2 2 Existing Interior repainted white Existing, repaint T- 1" 9'-7 1/2" EX3 3 Existing Interior repainted white Existing, repaint 3'-4" 5'-9 1/2" EX4 3 Existing Interior repainted white Existing, repaint Sill Height varies EX5 2 Existing Interior repainted white Existing, repaint 2'- 1" T-0 1/2" EX6 1 Existing Interior repainted white Existing, repaint 2'- 1 3/4" 5'-6 1/4" `s':. EX7 5 Existing Interior repainted white Existing, repaint Sill Height varies 4, f EX 1 Existing Skylight Interior repainted white Existing, repaint R01 2 Double Hung Replaced w/Andersen 2'-5 5/8"x 4'-8 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-5 1/2" T-2 3/8" 400 WDH2446,6 over 1 painted white painted R02 2 Double Hung Replaced w/Andersen 2'-1 5/8"x S-0 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 4'-3 1/2" T-5" WE- 400 WDH2O210, 6 over 1 painted white painted '`O} R03 1 Double Hung Replaced w/Andersen 2'-5 5/8"x 5'-0 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-4 3/4" 7'-4 3/4" 400 WDH24410,6 over 1 painted white painted R04 1 Double Hung Replaced w/Andersen 2'-7 5/8"x 5'-0 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-4 3/4" 7'-4 3/4" 400 WDH26410, 6 over 1 painted white painted R05 2 Double Hung Replaced w/Andersen 2'-9 5/8"x 5'-4 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'- 1 1/2" T-6 3/8" 400 WDH2852,6 over 1 painted white painted R06 1 Double Hung Replaced w/Andersen 2'-1 5/8"x 3'-0 7/8" Exterior white, Interior Match existing, Hurricane rated, Low-E 2'-2 1/2" 5'-4" 400 WDH2O210, 6 over 1 painted white painted PROJECT: WINDOW NOTES: Alteration to Faerber 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY Residence CODES, OSHA CODES AND NYS BUILDING CODES. 2. ALL NEW EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406, OR NYS RESIDENTIAL CODE R308. 4. ALL.CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. 5. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED,AS FOLLOWS: schedules EXTERIOR FINISH: WHITE INTERIOR FINISH: WHITE PAINTED ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN GLAZING: SEE WINDOW SCHEDULE GRILLES: FULL DIVIDED LIGHT, 3/4"WIDTH,WHITE, SEE WINDOW SCHEDULE FOR PATTERN ALL HW FINISH SHALL BE SATIN NICKEL AWNING AND CASEMENT CRANK STYLE: CONTEMPORARY FOLDING HANDLE, SATIN NICKEL FINISH DOUBLE HUNG HW:: SATIN NICKEL,ANDERSEN ESTATE, FINGER LIFT WEATHER SHIELD FOR HIGH WIND AREA 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE Project number 1502 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS Date 11/27/16 ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 DUPONT www2.dupont.com Drawn by HA 3M www.Shop3M.com M 8. BEF=ORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER Checked by GB �? 9. 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I . . � . � ,/ . - . . . � � . _.. ...._. .. . . . _______ F i . . .... ... . - . .. . ____ � I 6 . O ... ... . .. ... . ... . . .. Callout of Second Floor I I A.10 1 2 �� 2 3 A■2 NEW LATTICE SCREEN A.07 A■3.2 A 04 A.09 S REMOV DWALL FILL HERE DOOR A 07 A.5 VON 4X4 RAILING //�x x x x x ; ft ( i I I i i 5'-0"TYP. i ! I NEW DOOR - - - . _ - __,;____ _v 1:111 -_ /< I I I i i I j is i I , f I I ( I I i { . . . . _ 1 i I E • _ - I i I i I j I. I r 0'-5" I 7'- 11 1/4" R.O. ! I j WALL FILL WHERE . t i i I I i I I WINDOW IS REMOVED , I I ! I I sI N I ! I i i , B■4 - M - =Tj - - - , - -- - - -r - - - - 1 I - i i 1111.. h- `. _, , .. I I i - 1 .. - .. < - I. . : 3'-0" . , , 11 I : 12 . i I 1 . , : I .. -t .. I -I � .. : 6 .1 - .. I i I - . . . - - - - - - • . , - . - . I i I i I . - - - ' in / i A. ! . . - i I 091 I , I I I ; ! I III : I I _ 1 - - ' . i [ 0' 4 / • i i 58 „ . I i ,; i 13'-6 1/4"+/- I I 0'-4 1/2"I I ! 5' -3" ! I + • .. , . i ! ! .1 - _ ! i 1 ' ' - , I I I ELEVATED• - - - . 1 I . . , i I i i I ! I I MECH.CHAMBER i - , 1 I I ( 1 'ABOVE% , 1. , ' , , �ti"Wo,.•,. 1 , ! -f A.07 I 1 .1 1 % 1. = , li/ Z• y 1 . I I I l lC - - . , . ,. - I x k. .3 I . . C I I I . , ,:., I i 1 - - I j 5/8 TYPE X GWB i ; i I I I + _ ;` I : I I 1 - - _ 1 Gara e ' PAINTED g io - - A.09 10 i . . , . , • . i I I M' O �, B.3. -- �, �tK; L_ I <- I --_. 1111 1111_ .. ! , 1 ........._.._._..._......_._.._.___..........._...._- ..___.....,..-1116..._.._.._.....-- .-_...._______..-_:.!.6.111_ _ _ ., _ m : 1�1 '��,,.-�" d I10 _-.._.....,... . . 6� c.�S 1 r , ; ! I I : I ; , , _..6.111 ....'t_..- I i �,T > I : I ! o , I _ , .. - I O i I I I o . - - - - .. ., ! ! I I I C I j 1 Master Bathroom; I I i Master �edroo I _ , , - . - - - i I ,I . . . - - . I - , - • , . I ( I ( I , j i i ! I I I I , i I I , -. _ . i I I _ _ i ; ; I16 1 i ! ! j ; i : . 1 . I I I j I ! I L2 -0 , STEPS: - i ! LOWER CEILING; I HIGHER CEILING - i 11 I I 3'- 103/4" 3'_p... 9'-7 7/8 I I ! 3'- 10 1/2" 0'-4 1/2" 5'-3" A/C UNIT PROJECT: i m j II. •TO BE ON 2'-3"AFF ELEVATED DECK - ■ ! i I i i II N i AI r SHELF N.I.C. I . , to ation to Faerber 1 I fi . , ; _ . 1 . i ! ; + ■ I ! i I I -, o - am Residence i I O -, B.3 - I - - `� - - - -- -� - - - - - - - - - - - i ( 1 ^- I I f)N I- I . I j ! o m ' - i ! I __�_ -� ! SHELF N.I.C. - - I i j ' li'I O N " j i I ! ' I j O i 5'-3 1/2" . North Roof Deck and i . , ; : 1 1 I i :::* N I ■ ■ ■ i I IL j Addition Details 1 i j i + I i � i : / I j _ I I ! ! ! ! 1'-7 I I M j 1 1' - I i iI I ( i i ti- 1111 ; I : I I II ! i , I r' I I I Ut I t Ki B I -� Y I I d s athroom i I I i I ! _ + i j ' ! T 9 3/4' / i 3 -8 1/2 +/_ Project number I I i 1502 Fam I Ro m j 't1 r o Y I 1 I I i1 1 ! i I ! ` 1 j i { Date 11/27/16 I I ii I1; ( Drawn by HA I' i I ( + 1 Ij I I - Q . ( 'v I I ( I i Checked by GB 7-7 I SHELF N.I.C. i v i i is I I I ( I ! I : N ( I i I ( I M 1 I: ( I i ( 1 I i _' ' I ! I N j ; I I I m • Callout of First Floor Master Bedroom and ! ; i i j !3. ! - O i I r i I I i I N , 06 1 Garage I ,: i I ' : 00 1/211 = 1'-0" 4'-5 1/4"+/- 3'-6" 0'-3" N Scale 1/2" = 1'-0" NEW AWNING ROOF EPDM NEW AWNING ROOF ALIGN RAFTERS WITH STUDS studio a/b architects ON 3/4"PLYWD SHEATHING EPDM AND TIE THEM WITH STRAP ON 2X8 RAFTERS @16"O.C. 2 1 3 1 ON 3/4"PLYWD SHEATHING 651 West Main Street, ON 2X8 RAFTERS @16"O.C. EXISTING ROOF A.07 A.04 A.07 A.07 631eY 11901 591 2402 /� 631 3231426 A.2 A.3.2 .5 B.4 6.3 info@studioabarchitects.com MTL FLASHING MTL FLASHING 1/2"/12" � LATTICE SCREEN TOP RAIL,POST: 1X4 CEDAR @4"O.C. 4X4 CEDAR =- FASCIA I BLEACHING OIL BLEACHING OIL,TYP. Owner: 1X3 ON 'IX8 5/4X6 IPE DECKING I PVC PAIN8 0'I- 11 7/8" 2X8 JOISTS @16"O.C. 1'-0" ON TAPERED ACQ SLEEPERS 1X3 ON 1X8 FASCIA 2X8 JOISTS @16"O.C. Max and Jimena Faerber ON EXISTING ROOF16'-0" RE-FINISH DECK SIDE W/ PVC PAINTED oolr SOFFIT: EXAM EXISTING WATERPROOF MEMS. PVC SHEET SOFFIT: EXISTING CEILING 525 West End Ave, 12-F, New York, NY 10024 1/2" PVC BEAD BOARD IF THE MEMB. IS NOT ADEQUATE FOR PAINTED 1/2" PVC BEAD BOARD ~ 631 765 1823, 917 279 0505 PAINTED LOADING DECK AND LIVE LOAD PAINTEDNEW HEADER max.faerber@gmail.com 5/4X6 IPE_ DECKING I PATCH OR REPLACE THE MEMB. I w Z (2)-1 3/4"X 5 1/2"LVL ON TAPERED ACQ SLEEPERS COLUMN CEDAR 4X4 BLEACHING OIL O REJOIN EXISTING ON EPDM MEMB. - TOP RAIL 4X4 CEDAR - w RAFTERS ON 3/4"PLYWD SHEATHING ON 2X8 RAFTERS @16"O.C. EXAMINE EXISTING COPING BLEACHING OIL o z p TO HEADER WITH SLOPED 1/4" PER 12" IF EXISTING DETAIL IS NOT 1X4 CEDAR LATTICE ao w_J � HANGERS ADEQUATELY 4"O.C., BLEACHING OIL 5/4X6 IPE DECKING I cn W z o PROTECT THE WALL BELOW ON TAPERED ACQ SLEEPERS Z of O AGAINST WATER ON EPDM MEMB. 0 <0 LDK 4X4 ACQ ON 3/4"PLYWD SHEATHING M u-co U) 1'-2" `'' REPORT TO ARCHITECT FASTENED TO SLEEPERS v' J ON 2X8 RAFTERS 16" -' 0 C0 C''=d BEFORE ANY EXECUTION KEEP RAISED 1"ABOVE @ O.C. o > Q _c) -w WATERPROOFING o SLOPED 1/4"PER 12" Ih ih Second FloorEXISTING KNEE WALL MTL FLASHING 8' - 101/4" 0 — — — — — — — — — — - - - - - - - - �e81/4r FURRED CEILING REPLACE EXISTING GWB W/ 1X3 ON 1X8 FASCIA T-6" 0'-4 3/4" FOR R38 BATT 5/8"FIRE RATED GWB PVC PAINTED INSULATION PAINTED ( (2)-1 3/4"X 5 1/2"LVL HEADER Machine INSTALL SOFFIT VENT � l� r— SOUND Chamber PAI TYPE X GWB PAINTED NEW 2X4 CEILING JOISTS EPDM WRAP INSULATION ON THE WALL R16 PRODEX BATT INSULATION INSTALL LATI It 11 11 INSULATION NEW BARN DOOR (2)-1 3/4"X 5 1/2'_ ON i INSTALL BATT INSULATION I LVL HEADER I I I I 7 R=38 INSTALL PRODEX R=16 - 3/4' PLYWD � I I A.10 SHEATHING + INSULATION CONTINUOUSLY + 00 ON 2X6 JOISTS @16 < o o i i Master Bathroom "O.C. 2-2z8 GIR E Garage o Master �edroom o Far illy Room INSTALL PRODEX Master Bedroo I I IT R=16 INSULATION - CONTINUOUSLY _ / M 3'-0"WIDE NEW FLOOR CONST. (2)-R16 PRODE 4"CONCRETE W/6X6 WWF 4"CONCRETE APRON TO MATCH EXISTING INSULATION N , ON 6MIL DAMPPROOFING 1/12"SLOPED _ _ Firs Floor CONTINUOUSLY ADJUST GRADE AT First Floor I _ ON COMPACTED FILL — I EDGE �� — - _.. _ OBTAIN 1/4" PER 12"SLOPE - 7 _... O - O OF ALL - 0' - O" ELEV.6.8' VTV PLUMBING PIPES \, co No. Description Date INSTALL(2)-PRODEX INSULATION ' P TOTAL R=32 EXISTING FLOOR CONST. I I a- (2)-PRODEX TOTAL R=32 NEW FLOOR CONST. EXISTING FLOOR D a _ INSULATION -�— TO MATCH EXISTING CONST. 41= IIIT77 — — ,.. _ MIN. 2X6 16"O.C.O.C. M1, � � CL � � f�I ^" 2 PRODEX TOTAL R=32 _ CRAWL SPACE— bbl @ 0 $�— —�6— 1 I �: `� I (— I- INSULATION _ — , — — —_ =1rtt=1rt I = CRAWL SPACE -4 - 0 (VERIFYON SITE) I - ° — I — - — —5/8"TYPE X— II — — — — — — —--4' - 0 -GWBi EXPOSED EXISTING_ I I= - — iii—iii— I— I—III—III—III— I I— FOUNDATION_ I I - NEW FOUNDATION — _ I I— _ _ _ I I — _- I — I I—�— I =I I—III— I I=IIII I I— II I II I III I I I I I I _ _ -PAINTED-1 I I—I I I I I—III I I1 I I — IIII—III- —I I III I I + — I I ED LEI I -I I — I I- I I—III I — —:111 — I I I I I I I — -I I= I — — — I= EXISTING I EXISTING FOUNDATION— 16.3.5 NEW FOUNDATION EXISTING FOUNDATION NEW FOUNDATION FILL GRAVEL AND SAND EXISTING FOUNDATION CUT FOR NEW BARN DOOR North-South Section Through Roof Deck and 1 West-East Section Through Roof Deck n aster Bedroom -0 3/8 1 -0 1 A.07 BA B.3 5/4 X 6 IPE DECKING ON TAPERED ACQ SLEEPERS ON WATERPROOFING MEMB. EXAM EXISTING ROOFING IS ADEQUATE OR NOT. IF NOT, REPLACE WITH EPDM EXISTING KNEE WALL DECK SIDE: FINISH WITH 1/2"PVC PANEL, PAINTED i I athroo \ \ INSTALL R38 �� � -�-��e BATT INSULATION �''" Second Floor EXISTING ROOF CONST. 9�F��3-��+��J« SEE STRUCTURAL DRAWINGS FOR F N < REINFORCEMENT REPLACE CEILING BOARD W/ TYPE X 5/8"GWB REPLACE EXISTING GWB W/ TYPE X 5/8"GWB, PAINTED utility PROJECT: PATCH SHINGLES Alteration to Faerber WHERE DOOR Garage OPENING IS Residence WALLED EXPOSED EXISTING FOUNDATION NEW 8"CMU KNEE WALL PAINTED — — — First Floor of - offNorth Roof Deck and NEW 4"CONC. FOUNDATION CMU Addition Details 2 W/6X6 WWF PAINTED (2)-PRODEX CONTINUOUS �' Q� A INSULATION ON EXISTING FLOOR JOISTS Rq Project number 1502 _ CRAWL SPACE E 91 4' -- 0" Date 11/27/16 F-Ell I 1=1 I VEI 1 1 -I— I =I — FILL GRAVEL AND SANDI (—(VERIFY ELEVATION ON SITE) EXISTING FOUNDATIOti N I—III III—III—I I I I=III I I I I I I I I I I I I I I I III=III— I NEW FOUNDATION— Checked I Drawn by HA M Checked by GB it 0) M N • North-South Section Through Roof Deck and GaraAge Ne9 CID 3/8" = 1'-0 N " Scale 3/8" = 1'-0" studio a/b architects 651 West Main Street, A. 1 A.2 Riverhead, NY 11901 631 591 2402 3 631 3231426 A.08 info@studioabarchitects.com I A.3 A.2 A. 1 B, 1 B.2 Owner: ---- --- __-------- _ -___ _ Max a nd J imena Faerber A.08 I { 2 525 West End A 12 F N York, Y 10024 e n Ave, - New , N LDK I I A.08 631 765 1823, 917 279 0505 I max.faerber@gmail.com -------------.-....... ------------ _......._ .._.. ... ............._.......... . _.__._ ......._....__._........__..._.............. ---.... ._... 4X4 CEDAR TOP RAIL I I 4X4 CEDAR TOP RAIL - -._... "" - _.. - - ....-.................._._ 4X4 CEDAR TOP RAIL BLEACHING OIL WITH STAINLESS STL BLEACHING OIL WIRE @4"O.C. I LATTICE SCREEN -.._._.-_.....---.-............._.............._.. .-..._.... _._-------.._._----_.__._..,-.-_-....-.._.... I 1x4 CEDAR 4"O.C. LATTICE SCREEN: . .- - ... ... .............. .. . .... ._-......._....-_-._.._.__._--...-.--.... BLEACHING OIL CEDAR 1X4 4' ................................................................................................... . ........... ........................................................................... I @ 'O.C. FLARE BELOW BLEACHING OIL ... ..................................................................... ............................................................. I N G I ; EXISTING DECK EXISTING DECKING _.....-...._..................._..-....-....-..................................... .......-..-...--..............._. . .... .... ... ..... . _ .................... _. ....... _. ON SLEEPERS ! ( ; ON SLEEPERS _....._ -------------------- _...----{- _._. _._- .._ - ...._... ... ._. _....- _ STAINLESS STL WIRE 2X4 CEDARI @ 4"O.C. ON 5/4X6 DECKING 2 i ... ........................................................................................._....-.._...-....................................._......- ....-...................... ................._......................................................... � A.08 _........................................ . _...; I _ ON SLEEPERS i 2X4 CEDAR ON EXISTING DECKING ADDED AT EDGE FLUSH TO EXISTING DECKING ON EXTENDED EPDM ----------------------_-__------------""---""-"---._....................._....�-----"--....--------..._...--------_____--_ � EDGE o .......................................................... ..................--.................... .. ....... .. . . ... ... . I M PATCH EPDM Cl) TO COVER EDGE ---......--------............._............__._..............._. -- ---- .._..................................................... ......_ . .............-.... . _ Second Floor r Second Floor "" " ..... -"-----------------------------... --...... --------------"--......................_. ......-"--""-------" MTL FLASHING _ _ _ _ _ _ MTL FLASHING RE-BUILD FLARE B. 1 TO MATCH EXISTING OMIT EXISTING FLARE 2X4 CEDAR 2X4 CEDAR I REPAINT 1x PVC TRIM BOARD ON SOUTH SIDE EXISTING ROOF DECK 4X4 CEDAR END POST EXISTING SOFFIT PAINTED PATCH SHINGLES BELOW � CONST: I EPDM ON 3/4"PLYWD SHEATHING 1X4 CEDAR LATTICE @4"O.C. A.3 EXISTING ROOF DECK ON 2X6 JOISTS @16"O.C. 4X4 CEDAR TOP RAIL CONST: BLEACHING OIL. I EPDM ON 3/4"PLYWD I SHEATHING No. Description Date ON 2X6 JOISTS @16"O.C. Callout of Second Floor South Roof Deck n East-West Section Thru South Roof Deck n South-North Section Thru South Roof Deck 11-011 1/2" 11-011 A.5 A.4 5 A.5 I A.08 B.2 6 B. 1 1 I A.08 5 I A.08 I — Second Floor Second Floor 81 - 10 1/41, — _ - 8' _ 10 1/4" i I I EXISTING SOFFITL REPAINTED REPAINTNJ w ' i I 1 lyres 6 M I - 4X4 CEDAR 1X4 CEDAR @4"O.C. Y �� 1 I co BLEACHING OIL,TYP. BLEACHING OIL '9T., � • �U A.08 I I I I TYP. �� 'iy j OPEN NEW 4X4 POST,TYP. I 2X4 CEDAR 2X4 CEDAR BLEACHING OIL OPEN i :2'- 10 1/8"+/- -7- 1X4 1X4 CEDAR @4"O.C. BLEACHING OIL 00 +--z I PROJECT: j ! n i I EXISTING POST 11 PATCH THE END OF EXISTING DECK i ! I o II DECK TO MAKE Alteration to Faerber i i I N 11 LATTICE PANEL I I ! I WOULD GO Residence ! � i I ! v II 6.1 �. —: y . LffFirst Floor THROUGH — — _ — First Floor I IN 0' - 0" 0� _ 0�� I I South Roof Deck and :Ed 11-11 _ _ EntryPorch Details I_I�II I I IL SHIFTED EXISTING STEPS IIIIII III IIII I II I I_I I II I II ► II II I Project number 1502 Date 11/27/16 C:allout of Entry Porch n North-South Section Through Entry Porch n East-West Section Through Porch Drawn by HA Q 11/2" = 1'-0" 4 l 1/2" = 1'-0" 1/2" = 1'-0" Checked by GB v co N A. 08 <O O N co N_ Scale 1/2" = 1'-0" studio a/b architects 2 B.3 B,4 Bathroom Accessory Schedule 1 Number Fixture Room Product Quantity Finish Note Riverhead, West Main Street, A.09 Riverhead, NY 11901 A.07 631 591 2402 1 Towel Bar Master Bathroom & Bathroom 1 Basco 925P,24", 3/4"dia. concealed mounting 2 Polished Basco:www.bascoinc.com 631 3231426 Stasinless Stl info@studioabarchitects.com IPE REMOVABLE I 2 Toilet Tissue Holder Master Bathroom & Bathroom 1 Ginger Motiv Sine Open Toilet Tissue Holder 2 Satin Nickel DECK 0206-SN or eq. ON SLOPED,WATERPROOFED PAN 3 Grab Bar Master Bathroom & Bathroom 1 Basco 1 1/4"Dia. 16"Concealed w/set screws 2 Satin Stasinless Basco:www.bascoinc.com INSTALL PRODEX 5400H Stl ( I INSULATION 4 Shower Corner Basket Master Bathroom & Bathroom 1 Ginger Hotelier 6"deep corner basket 553DG-SN, 2 Satin Nickel Owner: or eq. Max and Jimena Faerber B'4 5 Shelf w/Towel Bar Master Bathroom & Bathroom 1 Ginger Motiv Sine#0243/20, or eq. 2 Satin Nickel I I 6 Robe Hook Master Bathroom & Bathroom 1 Ginger Motiv Single Hook 0210H, or eq. 2 Satin Nickel 525 West End Ave, 12-F, New York, NY 10024 1' 8" 12 ! + 7 Wall recessed mount Medicine Master Bathroom & Bathroom 1 PLM2030W, overall 18 1/2"X 29 1/4", or eq. 2 PLM:www.robern.com 631 765 1823, 917 279 0505 cabinet w/mirror max.faerber@gmail.com A.09 ti I 8 Wall mount Vanity Cabinet Master Bathroom Duravit, DuraStyle DS6381, matte white, or eq. 1 3'-0'`: N TILE TYPE A 9 Wall mount Vanity Cabinet Bathroom 1 Duravit, DuraStyle DS6395, matte white, or eq. 1 _ INSTALL CONTINUOUS i (2)-PRODEX FRAMELESS 1/2" ! I + TION CLEAR TEMPERED i "v OR PAPE PROTECTION GLASS - � ! � ! GINGER MOTIV SINE 24"TOWEL BAR + SHELVES + 3'-6" 1 SILL 1x IPE v A.07 I FLUSH TO DECK N.I.C. N B0 i I co IPE DECKING __--_------__-_- M ch. Chamb r `" ON TAPERED A.09 1 10 N M SLEEPERS ON TILED PAN 1 I j (TILE TYPE B) Master 1a ooni I I FLUSH I _ First Floor 0' - On I i v I (2)-2X3 I 1 � . , 1. 2 -0 EXISTING FLOOR CONST. 'CO I 4 N 3'-6 +/ North-South Section Thru Master Bathroom SHELF N.LC in _ _� 2 CD B.4 B.3 2 1 iv A.07 I LIGHTING ! No. Description Date GLASS SHELF WITH 1 TOWEL BAR MEDICINE j TILE TYPE A TRIM TILE I CABINET 2'_0" I F PAINTE PAPERL SS GWB PAPERLE� PAINTED SS GWB SHELF i 1 Callout of Master Bathroom OPEN I FRAMELESS �. z �� = 1/2 1 -0 TEMPERED �I�� FRAMELESS 1/2" I GLASS Q CLEAR TEMPERED �� �� I PARTITION � GLASS CORNER ,� p SHELVES BASKET ,I' W N.I.C. TILE TYPE A ,' 18"GRAB BAR � PAPERLESS GWB _ PAINTED I I I 1'-3" CURB SIDE L _ fPE DECKING ! TILE TYPE B ON TAPERED SHELF SLEEPERS I N.I.C. CURB TOP ON TILED PAN I I IPE 1xX (TILE TYPE B) 1X1 BASE � TILE PAINTED 1X1 BASE PAINTED TYPE B MOAQ � I — TOILET TISSUE HOLDER ON SIDE OF CABINET 01 4'- 11" _ Master Bathroom North Elevation 1 12 Master Bathroom North Elevation 2 ��Myer Bathroom East Elevation Master Bathroom South Elevation 1/2' = 1'-0" 1/2" = 1'-0" U 1 = 1'-0" 1'-0" -'"tee EXISTING �5^ '�'{,'°,`�• PARTITION 3'-6" i 00 I ! B.1 � , . GLASS SHELF WITH 1 TOWEL BAR B. 1 s . LIGHTING TILE TYPE A 2'-0" REPLACED WINDOW FLOOR: h HW FLOORING MEDICINE CABINET7 TRIM TILE PAPERLESS GWB B.2 — C90 PAINTED— PAINTED TYPE B TRIM 1X2 PAINTED,TYPE B $' I i PAPERLESS GWB � PAINTED j 7 A.09 4 j DURAVIT �,� ( TILE TYPE A -7 PROJECT: . ! DURASTYLE Alteration to Faerber TILE TYPE A WALL MOUNT VANITY ZFRAMELESS 5 CLEAR C14 i I #DS6395 �`� W/Furniture washbasin,232012 TEMPERED Residence GLASS L OPEN CORNER GINGER MOTIV SINE i� BASKET 18"GRAB BAR 24"TOWEL BAR 2 O REUSE EXISTING 3'- 11 1/4" 1'-3" Y� j — \ I zo I I 1 SHOWER PAN o I 10� MAAX B3Square 6030 ! I ;r, ! I 4'-6" \ Bathroom Details OR EQ. A.09 , a, SHOWER M \� 6 1/2"CLEAR TEMPERED GLASS `� PAN SHOWER PAN I ` SHOWER PAN 1X1 PAINTED �\ 1X1 PAINTED rh F st FI r TYPE B 0' - 0" Project number 1502 TOILET TISSUE HOLDER Date ON SIDE OF CABINET I 11/27/16 Drawn by HA Q Callout of Bathroom 1 4 Bathroom 1 East Elevation Bathroom 1 South Elevation 1 n Bathroom 1 South Elevation 2 � Bathroom 1 West Elevation n Bathroom 1 North Elevation 3 1/2" = 1'-0" " _ " _ _ 1 _ 1 Checked by GB 1/2 - 1 -0 1/2 - 1 -0 1/2 = 1 -0 1/211 - 1 -0 1/2" = 1'-0" co Ll N A. 09 co co N Scale 1/2" 3 A, studio a/b architects A.10 3 A.10651 West Main 4 B,2 Riverhead, NY 1t901t A.10 3 631 591 2402 I ; 1�2 STAIRWAY WIDENED TO WEST 631 3231426 I 3 3 2 STARTS AT THE 1 1/4"OUT SIDE DIA. STL TUBE A.10 info@studioabarchitects.com - PAINTED IN MAT BLACK 5'-0" SAME LOCATION AS EXISTING STAINLESS STL WIRE EXISTING PARTITION Family Room -- _ _ 3'-2 vr' , --- - - ------ 5' 0.. 5' 0.. -J hi i LOUT SLIDE DIA. Owner: Max1 1/4' hi STEE and Jimena Faerber --- --��{-- -til PAINTED MAT BLACK THIGH 631 65 1823 917 279 0505 w York, Y 10024 I POST: 525 West End Ave, 12-17, --- --� ---t-iii ----------- _.._- .._NEW SAME AS GUARD WALL TOP RAIL a room 1 max.faerber@gmail.com GWB PAINTED LDK SHELF N.I.C. - -- -=--- COPING �i GWB PAINTED = SEE A.13 M rn ---{---- -- HaIIWa -- JNEW(3)-13/4"X71/4"LVL ' LDK � (2>-2x8 0 1 1/2 _ Second Floor Second Floor ---t- — 4 i 4 — 8' - 8' - 10 1/4" A.10 _ (VERIFY IN FIELD) � o EXPOSED JOIST j GWB UT FOR STEELAINTED OTUBEIDE DIA. __---________._. _.._____. _.__..-._. PAINTED I I � � I GSC HEADROOM z PAINTED, MAT BLACK GWB PAINTED o o g I I � o0 EXISTING PARTITION o OPEN zo EDGE OF TREADS o � Family Room allway 0 o Bedroom 1 > --...---._._... .___...-_--_.. -- - GWB PAINTED SHIFTED PARTITION Hallway Closet o �° Entry U P �' CIOSet STRINGER Bathro m 1 3'-2 1/2" lo EXISTING EXISTING PARTITION PARTITION Entry REMOVE DOOR3' 2" M10 Floor loor _ — First Floor -__--..-_-PANTRY CABINET N.I.C. 01 - 011 0' _ 0" No. Description Date ,// FF �ut of Staircase on First Floor B. — n North-South Section Through staircase West-East Section Through Staircase 1 1/2" = 1'-0" 1/2" = 1'-0.. -� 1/2" = 1'-0,. 2 Callout of Staircase on Second Floor 1/2" = 1'-0" 7 A.10 FAUCET:AXOR STARCK SEMI-PRO KITCHEN FAUCET SINK: BLANCO PRECISION 16"MEDIUM BOWL (VERTICAL ORIENTATION) UNDERMOUNT#516208 COUNTERTOP: V-4 1/2" DEKTON 3/4" ZENITH (WHITE) B.3 - �- OPEN SHELF b WD, PAINTED (V I I 6'-0„ loo 6 B.3 A.10 a EXPOSED JOIST, 5 Callout of Kitchenette PI n TYP. ' e i 1/2" = 1'-0''' Second Floor — Second Floor 8' - 10 1/4" 8' - 10 1/4" 0 FILL DROPPED CEILING I Cl) co 0 b 3/4"+/-FILL GWB PAINTED SHELF o o OPEN SHELF PROJECT: W/(3)-ADJUSTABLE SHELVES Alteration to Faerber SINK UNIT (3)-DRAWERS o Residence 0 ti r` SINK °O DEKTON COUNTERTOP 3/4"THICK -�---J Staircase and REFRIGERATOR ADJUSTABLE SHELF SPACE NOTES: Kitchenette Details `"I 1. BASE CABINETS:PLYWD CONST., KRAFTMAID, N EVERCORE (MLD6)SLAB PAINTED, First F Or DOVE WHITE SUEDE, OR EQUAL First Floo O' - O" 2'-0" 2'-0" 2'-0" 2. REFRIGERATOR TO BE OWNER SUPPLIED. Of - 0" BEFORE ANY ORDERING CABINETS, 2'-0" Project number CONTRACTOR SHALL VERIFY DIMENSIONS OF i 1502 6-0" REFRIGERATOR FOR REQUIRED SPACE. Date ADJUST IT AS NEEDED 11/27/16 Drawn by HA Checked by GB ~ v ch 6 Kitchenette Front Elevation n Section Through Kitchnette if -011 A. 10 N 00 N_ Scale 1/211 3-HORIZONTAL 2 1/2"MUNTINS studio a/b architects EVENLY 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: 3L3R Max and Jimena Faerber z 525 West End Ave, 12-F, New York, NY 10024 04 631 765 1823, 917 279 0505 ti INTERIOR max.faerber@gmail.com -\Z A.1 17'- 11" 001 UNIT W EXTERIOR I UNIT INTERIOR ELEVATION UNIT PLAN DIAGRAMr 2 FL � VI/ 1 Bi-Folding Glass Door Elevation I - EXISTING SOFFIT, OR PATCH IaO 0'-8 5/8" EXPOSED EXISTING JOIST CEDAR SHINGLES ON WRB ON 1/2"PLYWD SHEATHING W12x26 No. Description Date 'v O N MTL FLASHING MANUFACTURER: NANA WALL PRODUCT: WD 66 3R3L OPENING: INWARD MOUNTING: TOP HUNG 5/4 X 3 TRIM O.A. UNIT WIDTH: 17' - 11" UNIT HEIGHT: 7' - 211 1111111A1 I Ln SILL TYPE: SADDLE + o GLAZING: DOUBLE PANE N O r RAILS: STANDARD 3 1/16" m o MULLION: HORIZONTAL 2 1/2" co HURRICANE DEBRIS PROTECTION PANELS TO BE PROVIDED "SCREEN ONE" (OPTIONAL) INSTALL UNIT STRICTLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS M N ti MTL FLASHING p OR WATERPROOFING APE CONTINUOUS TO EXTERIOR SEALANT EXISTING FLOORING 2x X MAHOGANY PAINTED CEDAR SHINGLES 1 FL ON WRB ❑ W ON 1/2"PLYWD SHEATHING N Z EXISTING SHEATHING 2X6 �v EXISTING CUT IN TOP OF EXISTING FLOOR JOIST DECKING EXISTING JOISTS ....... . , -_-...-------- .'t EXISTING M I _ EXISTING RIM JOIST ��-S' _ �'• �� DECK JOIST j # w CUT TOP FOR SILL INSTALLATION - ------ " EXISTING LEDGER EXISTING SILL 1X2 1X2 PROJECT: R.O. 18'-0"+/- 0'-3 1/2" 0'-01/2" Alteration to Faerber / 44 '-01/2' EXISTING Residence 0'-0 1/2" WALL EXISTING FOUNDATION WALL STUD SURFACE TO SURFACE SHEATHING 1 3/4"X 5 1/2" LVL COLUMN Bi-Folding Glass Door Details 1 PLAN DETAIL AT FOLDING GLASS DOOR BI-FOLDING GLASS DOOR SECTION Project number 1502 Date 11/27/16 Bi-Folding Glass Door Plan and Section Drawn by 00 y HA Q 2 3" = 1'-0" Checked by GB v co N A. 1 1 N 00 N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Max and Jimena Faerber 525 West End Ave, 12-F, New York, NY 10024 631 765 1823, 917 279 0505 max.faerber@gmail.com A.1 I 2 FL I I - v EXISTING SOFFIT, OR PATCH I °D 0'-8 5/8" EXPOSED CEDAR SHINGLES EXISTING ON WRB JOIST ON 1/2" PLYWD SHEATHING EPDM MEMS. ON TAPERED SHIM ON 1/2" PLYWD SHEATHING ' W 12x26 MANUFACTURER: NANA WALL No. Description Date PRODUCT: WD 66 3R3L o N OPENING: INWARD MOUNTING: TOP HUNG O.A. UNIT WIDTH: 17' - 11" 2x4 UNIT HEIGHT: 71 - 211 SILL TYPE: SADDLE GLAZING: DOUBLE PANE RAILS: STANDARD 3 1/16" U) MULLION: HORIZONTAL 2 1/2" 1X6 FASCIA + O 0 HURRICANE DEBRIS PROTECTION PANELS TO BE PROVIDED N O r r- CO 1xX ON 3/4"PLYWD SHEATHING 0 "SCREEN ONE" (OPTIONAL) zo 0'-03/4" LL INSTALL UNIT STRICTLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS 0'-61/4" ;r! M 4: N MTL FLASHING OR WATERPROOFING TAPE O CONTINUOUS TO EXTERIOR � f CEDAR SHINGLES ON WRB ON EXISTING ON 1/2" PLYWD SHEATHING ' FLOORING 2xX MAHOGANY �r � 1 FL 0'-4 "SCREEN ONE" MAHOGANY � 171 EXISTING SHEATHING EXISTING 2x6 I to f, , .•�+ T CUT IN TOP OF EXISTING FLOOR JOIST ,;•.,,t `.. DECKING EXISTING JOISTS .: 0 1 XX -.. PROVIDE DRAINAGE .4t EXISTING DECK JOIST EXISTING RIM JOIST -....... 7CUT TOP FOR SILL INSTALLATION NI - ---- - --- - - -- i -� � -- �:- - ----' EXISTING LEDGER EXISTING SILL VV 7i - -x 1X2 1X2 PROJECT: 0'-01/2" EXISTING Alteration to Faerber R.O. 18'-0"+/- 0'-3 1/2" WALL EXISTING FOUNDATION WALL Residence ce 101 — XX -0 1/2" 0'-0 1/2"- V STUD SURFACE TO SURFACE 1 3/4"X 5 1/2"LVL COLUMN Bi-Folding Glass Door OPTIONAL PLAN WITH SCREEN OPTIONAL SECTION WITH SCREEN Details 2 (Option) Project number 1502 Date 11/27/16 Bi-Folding Glass Door Plan and Section Drawn by HA Q Details with Optional Screen Checked by GB 3" — 1'-0" M A. 11 . 2 N N co N Scale 3" = 1'-0" - studio a/b architects WRB 651 West Main Street, Riverhead, NY 11901 0'-0 1/2" 631 591 2402 631 3231426 0'-0 5/8" 0' -3 1/2" info@studioabarchitects.com FINISHED CLG 2x8 SUPPORTING HEAD TRIM R.O. ON 3/4"SHEATHING INSTALL BLOCKINGU AT TOP RAIL HEIGHT 5/8"GWB PAINTED w ON 1/2"SHEATHING Q Owner: 9'-0"OPENING 0'- 1 MTL FLASHING ON TAPERED SHIM Max and Jimena Faerber 1X6"TRIM 1X4, PAINTED U ON 2X6 PAINTED 525 West End Ave, 12-F, New York, NY 10024 ---- ----------- ________________________ _ (2)-2X8 HEADER z 6317651823, 9172790505 o N max.faerber@gmaif.com I co 2X4 STUD SIDEWALL — I C-GUIDE z FLAT TRACK TRACK STAND OFF: -------- ----- o ---- --- a I 15/8" FOR DOOR 2"TO 2 1/4" SHINGLES + O - 1 3/8"FOR DOOR UP TO 1 3/4" I END OF 2X8 HEAD TRIM — I I 2X8 HEAD TRIM EXTENSION — 0 Cl) I I I I I LL F— � c M- - - - '-3 1/2" 0 -31/2" o 1X4 = BOTTOM GUIDE: 0 ' 2X4 ACQ PAINTED — PVC PAINTED 0 -- — 1 3/4" FOR 2" TO 2 1/4" DOOR (2)-DOOR TOTAL WIDTH= 9'-7" (2)-DOOR TOTAL WIDTH=9'-7" - 1 1/4" FOR UP TO 1 3/4"DOOR N r 00 1 0'- 1 1/2"(1" MIN.) —0'- 1 1/2"(1" MIN.) 0'-3 1/8" 0'-4 1/2" '- 1 3/4" o 18'- 10 1/2"TRACK O.A. LENGTH 0'- 1 1/2" LL loli Q =___ < Q 3/8"HEX BOLT Qp C) WASHER AND CAP NUT 19'- 1 1/2"(19'-0 1/2" MIN.) o0 0 2X8 SUPPORTING HEAD TRIM O.A. I 0'-0 3/8" 1 01 FLOOR GUIDE I I INSTALL(3)-STAY ROLLERS (1)-C-GUIDE AT THE CENTER OF OPENING FINISHED FLOOR STAY ROLLER GUIDE LOCATION No. Description Date DOOR: CUSTOM MADE W/1x6 PLANK WITH 3-LIGHTS HW: REAL CARRIAGE DOOR COMPANY www.realcarriagedoors.com CLASSIC FLAT TRACK SYSTEM BLACK POWDER COATED PULL(TO BE DETERMINED) 4(2-EACH ON BOTH SIDES) 1 Sliding Barn Door Details 3" = 1'-0" r'1_ :L'tit.,-r-`# �, ,•"`;` ;�...a 'may 1 � Y�Ss E PROJECT: Alteration to Faerber Residence Barn Door Details Project number 1502 Date 11/27/16 Drawn by HA Q Checked by GB N v co N A. 12 co co N Scale 3" = 1'-0" studio a/b architects CEDAR SHINGLES ON WRB ON 1/2"PLYWD SHEATHING CEDON 1A2" PLYWNGLES D SHEAN WRB THING 651 West Main Street, ATHING FILL SPACE W/ Riverhead, NY 11901 MTL FLASHING FLEXIBLE SPRAY FOAM \\\ 631 5912402 INSULATION 631 3231426 PVC TRIM TYP. MTL FLASHING info@studioabarchitects.com TO MATCH EXISTING FILL SPACE W/FLEXIBLE PAINTED PVC TRIM SPRAY FOAM INSULATION TO MATCH EXISTING TYP. SEALANT MATCH EXISTING PAINTED N PAINTED SEALANT Owner: N GWB WRAPPED FLASHING TAPE 1/2"x X TRIM, PAINTED GWB WRAPPED o W/CORNER BEAD Max and J imena Faerber b _ AS PER , FLASHING TAPE MATCH EXISTING MANUFACTURER'S o 525 West End Ave, 12-F, New York, NY 10024 AS PER INSTRUCTION,TYP. 631 765 1823, 917 279 0505 MANUFACTURER'S 1/2"X 1 1/2"PAINTED FILL SPACE W/ max.faerber@gmail.com INSTRUCTION,TYP. FLEXIBLE SPRAY FOAM FILL SPACE W/FLEXIBLE INSULATION SPRAY FOAM INSULATION 1/2"GWB PAINTED O 1/2"GWB PAINTED D O D: 1xX PAINTED BATT INSULATION - BATT INSULATION CV O O IN X 5I MATCH EXISTING CEDAR SHINGLES PAINTED CEDAR SHINGLES ON WRB ON WRB ACRYLIC ON 1/2" PLYWD ON 1/2"PLYWD URETHANE SEALANT 0'-0 1/4" 0'-0 1/4' SHEATHING FLASHING TAPE 0'-0 1/4" 0'-0 1/4" SHEATHING —0'-0 1/4" AS PER PVC TRIM FLASHING TAPE R.O. PVC TRIM TO MATCH MANUFACTURETO MATCH EXISTING AS PER R'S R.O. PAINTED MANUFACTURER'S EXISTING, PAINTED INSTRUCTION,TYP. - INSTRUCTION,TYP. SEALANT SEALANT PLAN SECTION PLAN SECTION ANDERSEN 400 WOODWRIGHT DOUBLE HUNG WINDOW, FOR WINDOW#1 ANDERSEN 400 CASEMENT, FOR WINDOW#2 NOTE: NOTE: 1. DETAILS SHOWING HERE SHALL BE APPLIED ON WINDOW#1. 1. DETAILS SHOWING HERE SHALL BE APPLIED ON WINDOW#2. 2. DETAILS SHOWING HERE SHALL ALSO BE APPLIED ON OTHER NEWLY INSTALLING WINDOWS, EXCEPT INTERIOR TRIM DETAIL 2. DETAILS SHOWING HERE SHALL ALSO BE APPLIED ON OTHER NEWLY INSTALLED CASEMENT AND AWNING WINDOWS, EXCEPT INTERIOR TRIM DETAIL SEE WINDOW SCHEDULE FOR TRIM DETAILS FOR OTHER WINDOWS SEE WINDOW!SCHEDULE FOR TRIM DETAILS FOR OTHER WINDOWS 1 Window#1 Details n Window#2 Details 3" = 1'-0" No. Description Date GWB GWB 1/2"MDF PANELING DETACHABLE PAINTED PAINTED ON GWB, PAINTED HEAD TRIM ASSEMBLY 1/2"X2, (DR 1/2"X2, OR - 1X3, OR 1X3, OR v Z MATCH MATCH N fy EXISTING, EXISTING, b.0 PAINTED PAINTED N TYP. — TYP. N c- Cl) i O FLUSH CUT 1X2 0 10 1X4 0'-2" 0'-2" LOWER GUIDE AS PER 1 3/8" DOOR 1 3/8"DOOR1 3/8" DOOR HW MANUFACTURER'S INSTRUCTIONS ROOF SHINGLE SECTION SECTION SECTION ICE SHIELD. 1/2"MDF GWI3 PANELING DETACHABLE PAINTED ON GWB EPDM MEMBRANE PAINTED FLUSH CUT SHIM SPACE - FASTEN CLEAT NEAR N V LOWER BREAK WITH RING SHANK NAILS SPACED 6"O.C. FULLY ADHERED EPDM ZR cv -�7 MIN. .060" MEMBRANE bsvN 6"WIDE EPDM COVER 1/2"X2, OR 1X3, ORGWB I b STRIP BONDING ADHESIVE R 1/2"X2,OR 1X3, O MATCH EXISTING, PAINTED PAINTED 1X2 TYP. MIN. 0'-2 1/2" TYP. MATCH EXISTING, PAINTED 0'- 1 1/2" 0'- 1 1/2" MIN. 0'-2 /2" EPDM MIN. .060" PLAN PLAN TYP. PLAN MEMBRANE SEALANT 3/4"PLYWOOD SHEATHING 3T 'cal Interior Door Details n Pocket Door Details - --------------------- ri w FASTENER W/FASTENING PLATE w iti t DRIP EDGE PLYWOOD SHEATHING @12"O.C. MIN. •' ykf r 2X4 NAILER 1X2 PVC TRIM BOARD 4 `o RING SHANK NAIL ff 1x PVC FASCIA SEALANT&BACKER "T"JOINT COVER NOTES: FIELD SPLICE WITH 1.STABILIZE METAL DRIP EDGE " PROJECT: SECURING WITH RING SHANK NAILS 3"O.C.; Alteration to Faerber SECURE TAPE PENETRATE WOOD NAILER 1 1/4MINIMUM. ° \` .'� 6"WIDE COVER 2. FLASH METAL DRIP EDGE WITH 6"WIDE PRESSURE-SENSITIVE CURED COVER STRIP, — 1xX WOOD M STRIP IN CONJUNCTION WITH PRIMER. EXTEND FLASHING TO TOTALLY COVER THE FLANGE Residence PAINTED,TYPE B o 2X3 CEDAR SPACER ON POST ° ` / (MAXIMUM EXPOSED METAL SHALL NOT EXCEED 1/4"FROM EDGE). M TOP ALIGN 2 o4X4 IPE TOP RAIL 4X4 IPE TOP RAIL ° N EPDM MEMBRANE 3. OVERLAY DRIP EDGE FLASHING WITH PRESSURE-SENSITIVE T-JOINT COVERS OR 6" o -- WIDE PRESSURE-SENSITIVE ELASTOFORM FLASHING (IN CONJUNCTION WITH PRIMER)AT 4X4 IPE RAILING POST 4X4 IPE RAILING POSTFIELD SPLICE INTERSECTIONS AND AT JOINTS BETWEEN SECTIONS OF METAL EDGES AS ° SHOWN ' 1/8"STAINLESS STL WIRE �� Typical Details URETHANE SEALANT o 1x4 CEDAR @4"O.C. ° FAINTED,TYPE A o 1/8"TYP. M 2X4 IPE BOTTOM RAILDRIP EDGE 2X4 IPE BOTTOM RAIL ° Base Flood Plane g1L �- 2-3/8" ® SHIM EXISTING DECK LAP SEALANT GWB PAINTED TYPE A,TYP. Project number 1502 Date 11/27/16 Drawn by HA Q n Typical Interior Coping Detail 1 n Typ'cal Wire Rail Section n Typical Lattice Rail Section n Typical EIPDM Roof Edge Detail Checked by GB N 1 1/2" - 1'-0" 11 , - 1'-0" 1/2" = 1'-0" 3" = 1'-0"' M N A. 13 N N Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) studio a/b architects TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 651 West Main Street, 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT JOB SNOW SPEED DESIGN UNDERLAY- HAZARD (h) Riverhead, NY 11901 SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT 631 591 2402 RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE CONTRACTOR WILL (g) ING LINE DESIGN REQUIRED 631 3231426 @ BE HELD RESPONSIBLE FOR SAME. DEPTH(b) TEMP. (f) info@studioabarchitects.com 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING 201bs 120 C SEVERE S-0" MODERATE SLIGHT TO 11 YES AE7 CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, TO HEAVY MODERATE STANDARDS,AND GOOD CONSTRUCTION PRACTICES. Owner: 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST DESIGN LOADS EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE Max and Jimena Faerber VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PROJECT LOCATION LIVE DEAD DEFLECTION LIMIT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS L/360 525 West End Ave, 12-F, New York, NY 10024 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 631 765 lmax.faerber@ 279 0505 gmail.com MATERIALS. ATTIC (NON STORAGE) 10LBS 5LBS L/240 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, PROPERTY ATTIC (STORAGE) 20LBS 10LBS L/240 MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODEJVILLAGE OF OLD FIELD CODE],AND ALL OTHER CODES ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS U240 AND REGULATIONS HAVING JURISDICTION. ROOF NO FIN. CEILING 120LBS (SNOW) 7LBS L/180 SIMPSON H1 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. @EVERY STUD 6.THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN BUILDING RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN ( I 1 1 SIMPSON SP4 PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE WIND BORNE DEBRIS PROTECTION SIMPSON LTS @EVERY STUD PROPOSED CONSTRUCTION AS SO REQUIRED. SIMPSON LTS @EVERY STUD WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, @EVERY STUD SIMPSON SP1 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY COMPANIES PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. @EVERY STUD IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER SPACING SIMPSON H10 8.THROUGH 11. (NOTUSED) SIMPSON H2 @EVERY STUD FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT @EVERY STUD 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ. <4 FOOT <PANEL SPAN < PANEL SPAN SIMPSON H7 FT. <6 FOOT <8 FOOT @EVERY STUD SIMPSON H7 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL CONSUMPTION. 2 1/2"#8 WOOD SCREWS 2 1/2"#6 WOOD SCREWS 16" 12"16" 16" 9 91, @EVERY STUD SIMPSON H4 IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. @EVERY STUD INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE RESPONSIBILITY OF THE PLAN a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. PURCHASER OR BUILDER. b. FASTENERS SHALL BEINSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING (NTS.) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO.2 OR BETTER(UNLESS NOTED e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT OTHERWISE) Typ1/2 =ical 1'-0" Wall to Roof Connections " Lumber Design Criteria U Visually graded lumber SIMPSON CS200 Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) NAILING SCHEDULE @ EVERY STUD All values and factors are from the National Design Specifications for AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS SIMPSON LTS Wood Construction NDS-2001. OR MTS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING @ EVERY STUD Extreme Fiber Stress in Bending (Fb) ROOF FRAMING SIMPSON H6 2- 1/2"BOLTS Single Members Repetitive use Factor Bending Stress Member Fb (psi) Cf Fb (psi) Cr Fb(psi) RAFTER TO TOP PLATE(TOE-NAILED) 3-10d PER RAFTER @EVERY STUD 2x6 850 x 1.S0= 1105 x 1.15= 1271 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST 2x8 850 x 1.2:0= 1020 x 1.15= 1173 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP 2x10 850 x 1.10= 1935 x 1.115= 1075 2x12 850 x 1.00= 1850 x 1.15= 978 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP �� COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE e No. Description Date Horizontal Shear Stress = Fv x CH = 190 psi BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END ° o ` Modulus of Elasticity = 1.60E+06 psi a ° RIM BOARD TO RAFTER END-NAILED 2-16d EACH END " 16.ALL LAMINATED VENEER LUMBER(LVLT SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD SYSTEM WALL FRAMING (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d Simpson Strong-Tie JOINTS-EACH SIDE 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE STUD TO STUD (FACE-NAILED) 2-16d JOINTS AC4 U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY AN APPROVED O.C. SIMPSON 35F TESTING AGENCY. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES @EVERY STUD BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD TYPICAL BC INSTALLATION TYPICAL AC INSTALLATION TYPICAL BOLTS CONNECTION 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A MINIMUM (FACE-NAILED) THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING (FACE- 2-16d*^ PER FOOT (NTS.) (NTS.) 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A NAILED) SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). FLOOR FRAMING n Typical Wall to Floor Connections n Typical Post Girder Connections 20. THROUGH 30. (NOT USED) JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST `' 1/2" - 1'-0" -r 1" = 1'-0" BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END 31.GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK WASHERS LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST MUST BE 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST INSTALLED WITH A MINIMUM OF T-0"COVER. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BETWEEN WASHER BOLT MUST 34. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT OR NUTS HEADS ® INSTALLED AND WOOD HERE 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED ROOF SHEATHING LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. MPS HTS1TWIST STRAPS STRUCTURAL PANELS 10d 6" EDGE/6" FIELD C COMPLIEIE S WITH TABLE 3.313 36.ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. 2-8d PER SUPPORT WFCM-1995 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. 3-8d PER SUPPORT (16) 10D NAILS REQ'D (6) 12"SIMPSON CS20 TIES 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING WALL SHEATHING COMPLIES WITH TABLE 3.36, ��� PARALLEL TO SAME. STRUCTURAL PANELS 10d 3" EDGE/12"FIELD - WFCM-1995 iy 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD \� 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. CEILING SHEATHING SIMPSON STRONG TIE ` IS 41.JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FIELD HEADER TO JACK POST CONNECTION DETAIL i�' �'1°9 42. FIRE BLOCKING TO CODE R602.8. Simpson Strong- 42. FLOOR SHEATHING ( HD19 ��C?� STRUCTURAL PANELS T 'cal Wall Opening Connections T ical Holdown Detail 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 1' OR LESS 8d 6"EDGE/12" FIELD � - 11 GREATER THAN 1" 10d 6"EDGE/6"FIELD 1/2 1 -0 6 V-0" r 44. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING N� '' Ce"`dYjTl$1 * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 6 TO MAINTAIN THE LOAD PATH ALUMINUM FLASHING LINE OF ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE HOUSE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. TERMITE SHIELD DECKING FASTENER 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. WALL OPENING MEMBER SCHEDULE 7"MIN. INTO CONC. TREATED NAILER PLATE PROJECT: ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL NOT MORE THAN 12" FROM CORNERS,TYP. Alteration to Faerber SPAN WALL JACK STUDS CONNECTION BOLTED TO HOUSE CONNECTION 2-#4 REBAR @ 8"O.C. IN GROUTED CELLS,TYP. SEE DWG FOR EXACT SIZE 8'>=W>6' (2)-2X12 OR Residence 8-16d END-NAILED (1)-2X6 (2)-2X6 (,3)- 16d (2)-MICRO 13/4"X 9 TOE-NAILED ao JOIST 1/4"OR LARGER WATER PROOFING,TYP. SEE DWG FOR EXACT SIZE 6'>=W>4' ((2)-2X10 OR 6-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d •_ 2-#4 REBAR @12"O.C. CONT.TYP. LARGER TOE-NAILED z 3/8"X7" LONG HOT DIPPED GALVANIZED P 2"RAT SLAB ON 6 MIL POLYETHYLENE Structural Notes and 4'>=W (2)-2X8 OR LARGER 4-16d (1)-2X6 (2)-2X6 (;2)- 16d o _' - DAMPPROOFING LAG BOLT WITH MATCHING WASHER, TOE-NAILEDSTAGGERED @16" O.C. INTO JOIST Typical Structu ra K 0 UPLIFT CALCULATION, MONOSLOPE ROOF . GALVANIZED METAL JOIST HANGER Details Tu =Wuplift x(16/12) x L/2=36 psf x(16/12) (17.25 ft)J 2 =4,4 2"MIN. [0'-8, 2"MIN. (SIMPSON OR EQ.) INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. Project number 1502 12" MIN. FOR 1 STORY BLDG LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Date 11/27/16 HOLDOWN FORCE=VxH =6347 JOIST NAILER PLATE DETAIL INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL DRAIN TILE,TYP. N( TS.) Drawn by HA Q Checked by GB N LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION HOLDOWN FORCE =VxH=3986 ri,mical Crawl Space Foundation (� TYpIcal Deck Ledger 04 1/211 = 1'-0" NTS . 0 N INSTALL SIMPSON FTAS FLOOR TIE ANCHOR AT END OF EACH CQ SECOND FLOOR SHEARWALL. N Scale As indicated A. 1 studio a/b architects 651 West Main Street, A.1 i� Riverhead, NY 11901 631 591 2402 z 631 3231426 0o O info@studioabarchitects.com ~ _ Second Floor " o Second Floor Z = 8' - 10 1/4" F 8' - 10 1/4" EXISTING 2X8 JOISTS O � Owner: � � Lu NEW W 12X26 W 12X26 > BELOW JOISTS LEVEL Max and Jimena Faerber � BOX W/1x WD, PAINTED NEW 4"DIA.STEEL COLUMN _ 525 West End Ave, 12-F, New York, NY 10024 w z NEW 4"DIA. STEEL TUBE COLUMN 631 765 1823, 917 279 0505 M O max.faerber@gmaii.com M U) N (Vi z � O — ti ILL O } — w EXISTING DECK w EXISTING DECK > 0, CD � rn _> _ — — First Floor > — First Floor O, - O„ — 0' - O„ co co EXISTING CONCRETE PAD (V N EXISTING 12" DIA. CONC. PILE EXISTING SEAWALL ( III f I—III _I 2 Section � A.1-B.1 COLUMN n Section @ A.1-B.3 COLUMN 1/4 - 1 -0, U 1/4 = 1 -0 NEW FOUNDATION WALL ON FOOTING 2 3 A.07 \ A.07 A.1 A.2 A.3.2 A.5 A.1 A.2 A.3.2 A.5 INSTALL 8"X16"INSULATED (FLOOD VENT '• � -- -- - SMART VENT#1540-520 'r'i ------- -- -- -------------------....-----..-..._.:"_--------------- --- ---------------�------------� (2)-2X4 COLUMN BELOW GIRDER No. Description Date -- - - - - - - - - CUTOUT_•' CUTOUT'. FOR-DOOR _,' FOR FLUSH FLOOR ' HOEDOWN " ' F .' I ELEVATED (2)-2X12 HEADER ABOVE �— 8"X 16"VENT i _ - I /' ' NEW OPENING TO SHED FLOOR t / EXISTING 4"CONCRETE SLAB W/ FOUNDATION WALL ;` G I — — 2X6 1 ANCHOR BOLT, CUT OUT e I'- : ; - f f �S� FOUNDATION WALL, 6X6 WWF 'CUT -. �O ��S MSN @16"O.C. I A.07 TYP. FOR ACCESS TYP. 1 • FOR NEW BARN . WOR ' = !% ` I t�P @�6 (2)-2X8 I 2�0 BOTTOM ALIGNED " - — — �// B.3.5— — I 1 —`�'—`� •� 0 6.3.5— I 1` — — TO JOISTS -'1/4" PER 12"SLOPE, 1"PER 12"SLOPE )-2X12 HEADER ABOVE ` I` f EW GARAGE DOOR CUT FOR TYP.GER, PENING CRAWL SPACE + :, , . '- r/ ACCESS ' 2'-0" _ — 2X6 LEDGER NEW 12"DIA CONC. PIER P N. 8"X16"VENT ON 24"X24"X12"CONC. FOOTING BELOW GI NEW CMU FOUNDATION GIRDER INSTALL IF NOT BELOW NEW COLUMN,TYP. 8"X16"VENT ~ I EXISTING 24"X24" EXISTING INSTALL IF NOT EXISTING r ;� r_ _._...__..._.-� CONCRETE SPOT C/ —— �.. a...�.� ------ FOUNDATION _ I I ----i EXISTING EXISTING I I I I FOUNDATION FOUNDATION WALL, I I I WALL,TYP. � ✓� TYP. ---- L---� (2)-1 3/4"X 5 1/2"LVL COLUMN ABOVE / HEADER NEW 12"DIA CONC. PIER 8"X16"VENT —._._ SEE 2FL DECKING PLAN BELOW NEW COLUMN INSTALL IF NOT EXISTING'_` - lit I I r r COLUMN ABOVE EXISTING CRAWL SPACE rr% 8"X16"VENT _ / � ; .Arr, � lA`'•: INSTALL IF NOT EXISTING (----7 --J 8"X16"VENT 1 Jr` r �� fl. EXISTING SEA WALL — 4�,-^, 4"DIA. STEEL TUBE 2 -1 3/4"X 5 1/2"LVL COLUMN ABOVE INSTALL IF NOT EXISTING I ( ) NEW 12"DIA CONC. PIER ,r COLUMN ABOVE ' 8"X16"VENT BELOW NEW COLUMN il; t.. •" `. _ INSTALL IF NOT EXISTING I I I I i B.2 NEW 12"DIA CONC. PIER ON 24"X24"X12"CONC. FOOTING PROJECT: NEW 12"DIA CONC. PIER ' - BELOW NEW COLUMN (3)-2X4 COLUMN ABOVE Alteration to Faerber EXISTING FOUNDATION Residence I WALL,TYP. I !r� I rr ---�_ — __ 11717 B. 1 S.02 . 1 Foundation and 1 F EXISTING 12" DIA. l..l I_ Decking Layouts A.3 A.4 A.3 A.4 g y tS CONCRETE PILE NOTE: NOTE: INTERNAL COLUMN FOUNDATIONS SHOULD BE INSTALLED, NEW WINDOW/DOOR HEADERS NOT INDICATED ON THE PLAN Project number 1502 WHEN THERE ARE NO SUFFICIENT FOUNDATIONS ARE SHALL FOLLOW HEADERS SPECIFIED IN STRUCTURAL NOTE ON EXISTING AT THE LOCATIONS SHEET S.01 Date 11/27/16 Drawn by HA Foundation Layout -A First Floor Framing Checked by GB 1 1/4" = 1'-0" U 1/411 = 1'-0" M S . 02 0 N co N_ Scale 1/411 studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Max and Jimena Faerber 525 West End Ave, 12-F, New York, NY 10024 631 765 1823, 917 279 0505 max.faerber@gmail.com w O A.1 A.2 A.3.2 : —_v �; o _ n_ ;.-_.______ A.5 A. A.2 A.3.2 A.5 WHERE NEEDED,ADD 2X8 TO MAKE UP TO EQUAL TO 2X8 @16"O.C. __.-..-'--- -cn_....- I zi:z �_..______________________, I I 4X4 COLUMN BELOW - - - W j No. Description Date I I I w I I (2)-2X8 - _...... . .....-.__...__. i � I __ - — ---- -_ _-_---_ — — — - — - -r— ' e a ' , i I. ! i I (2)-2X8I Q i co co t; i ! W Z O O Z - f I ' O W z cm O. i �OOrOG ! Ij i cn JUS 3 O. B __...--._ 6 --i -- Z - — — — — s � t .! E ... ' i i Eli B { �O � i Q O -` WX > Z° Co LL XZ � I „} N = N N W W i E W LLw@MLR' Z (2)-1 3/4"X 5 1/2" - 4" X 2" LVL I LVL COLUMN -'- 1 3/ 5 1/ ! ' I I i i v (2) BELOW i ; i COLUMN BELOWto I I I 1 ; I ; - - - _- , — , ; _ ; N t ` : E E I ` i ! l , , GIRDER AND COLUMN t; .._-.--. _�. _._.-.._--_.................... � ^ I ( -.___._.... _._..._-.___-._ _..... . ► � � cn X ! N (3)-2X4 COLUMN BELOW TO HEADER SHALL BE RIGID ! 1.....-- _ E y, l..:_.:..__.............._........:.:._....._........� CONNECTION !: -N .. . ........ _ I 11. I: 11 I E � I W a U-� � ; i `n C7 w O > _J i HEADER, BOVE POCKET DOOR il; V Z �� — 1 iJ _ + w i y - (2)-1 3/4"X9 1/4" LVL-_--_-------- 0 i 1 W — —� i ; '', > fn O (n 3 I:li i I lii I C I I EXISTING 2X8 JOISTS @ W X X r> ti I !,,; ! i' 16"O.C. I r` -' w Ud cn �_ (3) 2X4 COLUMN BELOW { CUT AT WALL A2 FORit X F O j I NEW STEEL GIRDER N O X o ! N z 1 3/4"X 7 1/4"LVL I i it I I 1 (2 -2x8 @ JOIST LEVEL III @ JOISTS LEVEL ) _t ! i w o ! it jl I� REPLACE EXISTING ! Il :f lij WOOD COLUMN BELOW (3)-1 3/4 x 7 1/4 LVL GIRDER 4 i @JOIST LEVEL I i WITH 4 DIA. STEEL TUBE a = - --------- r- ;•-• 1� I ( / WIDENED STAIRWELL I ! _ € I I SSS i E I I IiEE ! I. �i 3�;- / I REPLACE EXISTING JOISTS �; :' I `:,' li l ; I II' :� ' i I I ( OR SISTER WITH I I ; i i --7 —� I ! s 2X8 @8"O.C. i II € l� CSD r i /\ I ! I s � t EXISTING BOXED GIRDER REM II 1 I,i ;° .................... : II - - - - - �. _ _ - B2 I I L. F -! I 1 I i IjI ! j l EXISTING GIRDER , I PROJECT: p I (3)-1 3/4"x 7 1/4"LVL GIRDER !� Alteration to Faerber i ! ! @ JOIST LEVEL 3: a i; ! EXISTING 2 2X8 0 EXISTING 2X6 j; i' Z -"I Residence GIRDER I EXISTING SHED ROOF ( GIRDER AND COLUMN ;I JOISTS @16'O.C.E H 1 I I II @JOISTS LEVEL cn I j RAFTERS I ( II t SHALL BE RIGID I E.c; I X ---------- ------------- W _w,, I I� E w CONNECTION i I I I i it E'er. .. ..._. . .. _.. __. . . ...... .-_.... ...t..f ..._ ...... .._., ..... ..........._�:__.........-__........�� ......._......... .. ........_.. ..._-, _.. � -----�— _-M 2 F L and Roof Decking I' `I Layouts A.3 A.4 A.3 A.4 Project number 1502 1 Second Floor Framing / 2 Roof Decking Layout Date 11411 = 1'-0" 11/27/16 Drawn by HA Q Checked by GB N v M N S . 03 N Go N Scale 1/4" = 1'-0" MECHANICAL NOTES: studio a/b architects 1. LAYOUTS ARE SCHEMATIC AND SHALL BE USED FOR ESTIMATE PURPOSE ONLY. HVAC WORK SHALL BE DESIGN/BUILD CONTRACT. 651 West Main Street, 2. CONTRACTOR SHALL PROPOSE 2-ZONED HEATING SYSTEM, CONSIDERING FOLLOWING SPECIAL REQUIREMENTS: Riverhead, NY 11901 -PROPERTY IS IN AE7 FLOOD AREA. ANY EQUIPMENTS, DUCTS, CONTROLS SHALL BE INSTALLED 2'OR MORE ABOVE THE 631 5912402 BASE FLOOD PLANE. EXISTING FIRST FLOOR ELEVATION IS 6.8'. SO 2'ABOVE BASE FLOOD PLANE IS 2'-3"AFF. 631 3231426 -FAMILY ROOM ON THE FIRST FLOOR CEILING JOISTS TO BE EXPOSED. EXPOSED SPIRAL DUCTS SHALL RUN BELOW THE info@studioabarchitects.com EXPOSED JOISTS. -EXISTING THERMAL CONDITIONS ARE UNKNOWN, EXCEPT NOTED BELOW: UPPER FLOOR ROOF/CEILING AND WALLS WILL NOT BE RE-INSULATED. FIRST FLOOR TO BE RE-INSULATED INCLUDING OLD AND NEW,W/R32(2)-PRODEX INSULATION. FIRST FLOOR WALLS TO BE RE-INSULATED ON THE ADDITION PART AND PARTITION BETWEEN GARAGE AND HOUSE. Owner: -ALTHOUGH EXISTING INSULATION IS UNKNOWN, DO NOT OVER SIZE EQUIPMENT. USE MANUAL J FOR SIZING. 3. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND Max and J imena Faerber CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 525 West End Ave, 12-F, New York, NY 10024 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH 631 765 1823, 917 279 0505 WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. max.faerber@gmail.com 5. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 6. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 7. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 10. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. 14. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. 15. HVAC CONTRACTOR SHALL PROPOSE GAS FIRED FORCED AIR HEATING SYSTEM WITH REPLACING EXISTING,WITH TWO ZONES: (1) ZONE ONE TO COVER FIST FLOOR (2) ZONE TWO TO COVER SECOND FLOOR 16. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 17. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. 18. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 19. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 20. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 21. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS 22. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER 23. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC 24. ALL DUCTS IN UN-HEATED SPACE TO BE INSULATED 25. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 26. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, SYSTEMS AND CONTROLS. 27. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/CODES. 28. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. 29. 5/8"GWB X RATED TO BE INSTALLED OVER ALL EQUIPMENT. No. Description Date A.1) A.2 A.3.2 A.5 A.1 A.2 A.3.2 A.5 --' -_- --------------- _. . - - - - --- --- - - - - -- -_ .... ... ... „ Iv I � ' I I .... ......... ........ If i I - t I i I VERTICAL FURNACE/HANDLER t I I SUPPLY/RETURN INSTALL ABOVE B.3.5 - -- - - - -- FOR 2ND FLOOR ELEV.9' (2'-3"AFF) B.3.5- - - - - - �� , i SUPPLY DUCT EXPOSED fI UNDER EXISTING j BUILD A MIN. DUCT CATHEDRAL CEILING 13 SHAFT i E I t , - { i I ; r ................._----- t ¢aC 1 - RETURN IN ATTIC DN J% ft I a A ° G 1 �t ! s , ,tom' s ri t ;i r r- ;I :EXPOSED ..3. SUPPLY DUCT UCT BELOW JOISTS ............... ..................IIII il.. ,iff rr .%)......_.. t - i! II \V - r i31I_ ,.:...W._._._.... . . !I' l;./�`�`•:n y✓AJ,a�'r „l,Tl ice' s ,, ._. ... ..•�.. . .... I � NA SUPPLY IN ATTIC (S)RETURN GRILL LOW POSITION ON WALL,TYP. RETURN GRILL LOW POSITION ON WALL, YP. -F_ en EXPOSED RETURN ZABELOW CEILING PROJECT: _----------------- , t ' a Alteration to CSe' ' ' a er . -........ Residence HVAC Layouts 7Project number 1502 ...............-..... ......... ....... _ ............ -- . DateEXPOSED SUPPLY 11/27/16 BELOW CEILING A4 A.3 Drawn by HA Checked by GBD 7; Q N N 2 First Floor HVAC Layout n Second Floor HVAC Layout M O 1 ■ N 114' = 1'-0" U 114" = 1'-0" co N Scale As indicated studio a/b architects 3"VENT EXTENSION THRU ROOF 3"VENT EXTENSION THRU ROOF Plumbing Fixture Schedule PLUMBING NOTES: 651 West Main Street, Riverhead, NY 11901 # Room Fixture Type Product Finish2 Note 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 631 591 2402 DRAWINGS. 631 3231426 ROOF 1 Kitchentte Bar sink Blanco Precision 16" Medium Bowl (Vertical Orientation) Undermount, Stainless stl Base Cabinet min.width 15" 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, info@studioabarchitects.com `----, #516208 LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE I I 2 Kitchentte Bar sink faucet Axor Starck Semi-Pro Kitchen Faucet HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE 3 Master Furniture Lavatory Basin Duravit DuraStyle#232080 PROCEEDING WITH INSTALLATION. j 3"VENT 3"VENTBathroom 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. Owner: 4 Master Lavatory Faucet Hansgrohe Axor Starck Single-Hole Faucet 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL,STATE, COUNTY, MUNICIPAL Bathroom AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION Max and Jimena Faerber 5 Master Showerpipe: combimation of rain Hansgrohe Raindance 240 S Showerpipe OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL Bathroom shower, handshower and mixcer BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; 525 West End Ave, 12-F, New York, NY 10024 I I 2 ND FL 6 Master Shower Pan Tile (Type B)on custom sized shower base by Tileredi or KBRS,or eq. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH 631 765 1823, 917 279 0505 I I Bathroom OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. max.faerber@gmail.com 7 Master Toilet Reuse Existing 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE V11C BAR SINK WC Bathroom COMPLETION OF THE WORK. LAVATORY SHOWER I CLOTH WASHER LAVATORY SHOWER I 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 8 Bathroom 1 Furniture Lavatory Basin Duravit DuraStyle#232012 while ---- � DELAYING THE COMPLETION OF THE ENTIRE PROJECT. I I I I I I I I 9 Bathroom 1 Lavatory Faucet Hansgrohe Axor Starck Single-Hole Faucet 13'3'IWASTE, PVC 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 10 Bathroom 1 Showerpipe: combimation of rain Hansgrohe Raindance 240 S Showerpipe WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, 1 ST FL shower, handshower and mixcer ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 11 Bathroom 1 Shower Pan MAAX 63Square 6030, or Eq. white BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TOCORRECT 12 Bathroom 1 Toilet Reuse Existing THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR EXISTING OR THE EXTENSION EXISTING OR THE EXTENSION THE PROPOSED CONFIGURATION. 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE CRAWL SPACE SUBMISSION OF A BID PROPOSAL. 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. THIS DIAGRAM SHOWS NEW WORK ONLY 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER, WASTE LINES,VENTS, DUCTS,AND LIKE. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE Waste Riser Diagram IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH 1/8/$" = 1'-0" TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 17. PRIOR TO ANY PURCHASE OF FIXTURES,VERIFY WITH OWNER FOR FINAL SELECTIONS a No. Description Date A.1 A.2 A.3.2 A.5 A.1 A.2 A.3.2 A.5 HOSE BIB GAS VENT / I r , I { r' I ,• ; I i j I 1 r I i ,..�.,.,� ... ... -. 7 ENEW GAS FIRED HOTWATER ' CONNECT TO EXISTING WASTE _ HEATER ! Ol�et+} ---- t - IN ELEVATED MECH. CHAMBER i FROM EXISTING WATR SUPPLY MAIN VENT PIPE FROM FIRST FLOOR, NEW OR EXISTING I i III, {iIJ HOSE BIB __—j_—__—__—__—__—__ ; _-_ _ -- RELOCATED WATER TANK I HOSE BIB, CONNECT TO EXISTING WATER SUPPLY ------------------- --- ---- - ------------- ---t-- . I le WITH WATER FILETR I s J;' ---- == --- -- ;€,- IN ELEVATED MECH. CHAMBER B.3 ---------- c 24- P . CLOT - \DRYERVENTEXISTING PLUMBING ��SYSTEM TO REMAINDNREMOVE ALL PLUMBINGSYSTEM IN POWDER ROOM � CAP ALL PIPES WHERE DISCONNECTED CLOTH WASHERCY) C0 NO PLUMBING CHANGE IN KITCHEN AND BATHROOMfCONNECT TO EXISTING COLDWATER MAINPROJECT: B.2A ration to Faerber lte 14�... Residence ------- RECONNECT TO EXISTING VENTPlumbing Layouts if 1-1/2"VENTif ..._.--------------------- CONNE O EXISTING WASTECT TEXTERIOR SHOWER ........._-...................................A. Project number 1502 Date 11/27/16 HOSE BIB Drawn byHq Checked by GBFirst Floor Plumbing Layout n Second Floor Plumbing LayoutN1'-0" 1/4" = 1'-0" O 10 N W N Scale As indicated ELECTRICAL NOTES: studio a/b architects LEGEND1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 651 West Main Street, Lighting Fixture Schedule DRAWINGS. Riverhead, NY 11901 Lighting 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS 631 5912402 FLUSH MOUNTED PANELBOARD AND CABINET Fixture# Lighting Fixture Type T Product Finish Bulb Note FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 O CEILING RECESSED MOUNT LIGHTING FIXTURE 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT info@studioabarchitects.com FO WALL MOUNT LIGHTING FIXTURE A Track Lighting Fixture WAC H-1035F-827-WT white 35W LED FLAT, 2700K CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. B Ceiling Recessed fixture WAC HR-LED451-WT white LED 11W, 3000K WAC:www.waclighting.com 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY LIGHTING TRACK AND FIXTURE COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND ® FLUORESCENT LIGHTING FIXTURE C Ceiling recessed shower light WAC HR2LEDT209PN F827 BN Brushed Nickel 14.5W LED,2700K REQUIREMENTS. SINGLE POLE SWITCH D1 Wall mount wet location fixture Sonneman Vanity Slim 48"LED Bath Bar 2545 54W LED, 3000K www.sonnemanawayoflight.com 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL,ALL Owner: D2 Wall mount wet location fixture Sonneman VanitySlim 36"LED Bath Bar 2541 40W LED, 3000K REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL s THREE WAY:WITCHH E Exterior Wall mount Step Light Cooper Lumier Zuma 1203-incl 3-12-BZ Bronze 13W T5 Incandescent LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. Max and J imena Faerber SDIM SINGLE POLE SWITCH W/DIMMER F Ceiling recessed shower light, WAC HR2LEDT209PN F827 BN Brushed Nickel 14.5W LED, 2700K 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS =0 DUPLEX RECEPTACLEREQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 525 West End Ave, 12-F, New York, NY 10024 Exterior use 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 631 765 1823, 917 279 0505 -@G DUPLEX RECE=PTACLE PROTECTED BY G Ceiling Surface Mount Wet WAC FM-W2605-WT white LED 3000K 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT max.faerber@gmail.com GROUND FAULT CIRCUIT INTERRUPTER Location Light DELAYING THE COMPLETION OF THE ENTIRE PROJECT. NEXT EXTERIOR DUPLEX RECEPTACLE H Ceiling surface Fluorescent T8 25W 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR -0 SPECIAL PURPOSE OUTLET strip WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE ❑s CEILING MOUNT CO ALARM SYSTEM DEVICE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE Fq CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. TELEVISION OUTLET 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS �4 TELEPHONE OUTLET REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. -� VOICE,DATA FAN OUTLET 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL NEW ELECTRICAL METER, PANEL, OUTLET, CONJUNCTION BOX,AND LIKE SHALL BE 2 FEET OR MORE ABOVE THE BASE FLOOD PLANE. ALL EXISTING ELECTRICAL METER, PANEL, OUTLET, CONJUNCTION BOX,AND LIKE LOCATED LOWER THAN 2 FEET ABOVE THE BASE FLOOD PLANE SHALL BE RAISED TO 2 FEET ABOVE THE BASE FLOOD PLANE OR HIGHER. (BASE FLOOD PLANE IS ELEV. 7,WHILE FIRST FLOOR IS ELEV.6.8) 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.), UNLESS OTHERWISE NOTED. 16. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 17. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. 18. BEFORE ANY PURCHASE OF FIXTURES,VERIFY WITH ARCHITECT AND OWNER FOR ALL THE SELECTIONS OF THE PRODUCT AND OPTIONS. 19. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 20. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 21. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 22. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 23. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 24. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. 25. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. 26. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL No. Description Date .i RECESSED LUMINARIES SHALL BE IC-RATED. "w-," ---- --- -.__-,�____--.___..-.._..----_-...__ i - - - 27. SWITCH AND OUTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. r, HOTWATER E HEATER r I i E WATER TANK ' t / \ i I i A A A A \\ �/ F { DT i c \ t¢ ( F UNDER COUNTER ,;` \' REFRIGERATOR - C7 c i it A A A /' `\ A A A A i =E) i i i F ABOVE COUNTER : I I r , E E E E B : N „ ca EXT Q EXT 11 r` DIM EXISTING CEILING B B \ ' / WASHER IM RECESSED LIGHTS ON I i` I i �� r & DRYER CLOTH WA i \ nIM D / C EXTERIOR SOFFIT TO C ' S _ A A A REMAIN t 7 I I DIM ❑ r \\ v / \ io j! DN \ 1 ` A . . / \ q FURNACE II II II A . ' i I I A EXISTING M WHERE JOISTS ARE EXPOSED ON r`: GIRDER ELECTRICAL SYSTEM ALL EXISTING ELECTRICAL SYSTEM TO REMAIN CEILING, LIGHTING TRACK TO BE ;= ABOVE TO REMAIN I EXCEPT NOTED INSTALLED ON THE SIDE OF JOISTS,`/' I I I TYP. A a .------- q / \ \\ / TYPICALLY ! I II DIMS \ \ /' r DIM IT ..... \ I / \ ............ ......_. ,r.... ---..------------ I• r \ / i \ / - PROJECT: \ / = % ........_ .I I D2 / \ -UP tL Alteration to Faerber f j EXISTING ELECTRICAL REPLACE EXISTING _ CEILING SURFACE / \ Residence SYSTEM TO REMAIN r,... / C; s � LIGHT FIXTURE \ i UNLESS OTHERWISE s G ' \ j ( NOTED \ .. i / \ r �... / / i \ t B (� Electrical Layouts F € / N \ / 4 �FY Co x -..._........ a .- -- - - - ; ........ ...........%-- .. ...... ...... .... __.. ......... ...... .... ........... 1 PANEL 1 NOTE: 1 Project number 1502 1. ALL OUTLETS AND SWITCHES SHALL BE INSTALLED ABOVE ELEV. 9' (2'ABOVE 1 BASE FLOOD PLANE), WHICH IS MINIMUM 2'-3"ABOVE FINISHED FIRST FLOOR. 1 Date 11/27/16 2. WHEN TRACK LIGHTING IS INSTALLED SIDE OF EXPOSED JOIST, INSTALL IT TO 1 UNDERGROUND ALLOW LIGHT SPREAD TO WASH NEAREST WALL 1 ELECTRIC ENTRY Drawn by HA CHANGED FROM EXISTING OVERHEAD Checked by GB o 1 in n First Floor Electrical Layouti Second Floor Electrical Layout ID 1'-0" 1 - - 1/411 = 1'-0" - - ------- E . 01 N 1 W N_ Scale As indicated